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47632-Z
O��S�ffOl�coG Town of Southold 8/31/2024 a� y� P.O.Box 1179 C. W T T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45501 Date: 8/31/2024 THIS CERTIFIES that the building COMMERCIAL Location of Properly: 65 Commerce Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-1-1.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application.for Building Permit heretofore filed in this office dated 1/4/2022 pursuant to which Building Permit No. 47632 dated 4/l/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: mini-storage building as applied for. The certificate is issued to North Fork Storage LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0011 3/28/2024 ELECTRICAL CERTIFICATE NO. 47632 2/2/2024 PLUMBERS CERTIFICATION DATED 4/11/2024 lKertDrnionte Jr. Au on ed dig ature : Z' �o�OSufFO(�-CpG. Town of Southold 5/8/2024 P.O.Box 1,179 0 2-1 " 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45169 Date: 5/8/2024 THIS CERTIFIES that the building COMMERCIAL Location of Property: 65 Commerce Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-1-1.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/4/2022 pursuant to which Building Permit No. 47632 dated 4/1/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: mini-storage building, outside units only, as gpplied for(expires 8/8/2024). The certificate is issued to North Fork Storage LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0011 3/28/2024 ELECTRICAL CERTIFICATE NO. 47632 2/2/2024 PLUMBERS CERTIFICATION DATED 4/11/2024 obert monte Jr. Aut r ed i nature TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47632 Date: 4/1/2022 Permission is hereby granted to: North Fork Storage LLC c/o Post Management 204 W 84th St FI 3 New York, NY 10024 To: constuct a 53,800 sq. ft. self-storage building as applied for per SCHD & Planning approvals. At premises located at: 65 Commerce Dr, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-1-1.3 Pursuant to application dated _1/4/2022 and approved by the Building Inspector. To expire on 10/1/2023. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $21,770.00 CO-COMMERCIAL $50.00 Total: $21,820.00 Bui ' g Inspector 1 of!Note TOWN OF SOUTHOLD ��y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o�{ SOUTHOLD, NY !bpl.'F ya� BUILDING PERMIT (THIS PERMIT-MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43369 Date: 1/3/2019 Permission is hereby granted-to: S3S LLC PO BOX 480 . Speonk, NY 11972 To: Temporary electric service for construction At premises located at: 65 Commerce Dr, Cutchogue noWd `C a SCTM.# 473889 Sec/Block/Lot# 96.-1-1.3 Pursuant to application dated 1/3/2019 and approved by the Building Inspector. 'To expire on 7/4/2020. Fees: ELECTRIC $85.00 Total: $85.00 BU40xj spector SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 1 1 97 1-0959 .��l� yo sean.devlin(&-town.southold.ny.us C�UIY 11 i� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Fork Storage LLC Address: 65 Commerce Dr city:Cutchogue st: NY zip: 11935 Building Permit* 47632 Section: 96 Block: 1 Lot: - 1.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Luminaire Electric Corp License No: 37665ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 151 Bath Exhaust Fan 3 Service 3 ph X Hot Water Elec. GFCI Recpt 5 Wall Fixtures 30 Smoke Detectors Main Panel 800A A/C Condenser 8 Single Recpt 8'LED 46 CO2 Detectors Sub Panel A/C Blower 8 2'x2' 2 Fan 4 Combo Smoke/CO Transfer Switch UC Lights 12x12 Lights H85 Emergency Strobe 16 Heat Detectors Disconnect Switches 16 4'LED Exit Fixtures 31 Sump Pump Other Equipment: 8' Modine Heater(3), 4' Heater(1), In Wall Heater(9), 250A Panel(2), 100A Panel(2), 125A Panel, Elevators(2) Notes: Storage Building Inspector Signature: Date: February 2, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone (631)765-1802 54375 Main Road C3 P.O.Box 1179 C* Southold,NY 1 1 97 1-0959 F, APR 1 2 2024 BUILDING DEPARTMENT APR 1 1 2024 TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. LAI 5 D Owner: (Please print) Plumber: QnbeA T)tJMC)nV3�% (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of 20 c& Notary Public, :Fj�EnjV-- County ELIZABETH P DEMONTE Notary Public,State of Niw York Reg.No.01 OE6430563 Qualified in Suffolk County Commission Expires March 14,2026 OF SO(/Th�� # # TOWN OF SOUTHOLD BUILDING DEPT. �•7��j �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: UVIULq"u4 IL 4 co kz• r.ye, . DATE INSPECTOR OF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] REN�T/AL VREMARKS: r mush �✓ (A�W14 a" aAL lvmzo DATE I 'YOYv INSPECTOR r 6 �F SOUTyo� — - # # TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ Pitt � ��Mlv+�►� U DATE -3 INSPECTO o�OF S0//T° # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION '[ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Mrd-DA-01 - —a- a,l,'l/1,A'o'l 16-42 -o/As�l Z? vtmd9 �=rt- - tlwi cz to UnA s 0-11 -hex er S- 4afla(NAuj- T&g cp- !s� DATE INSPECTOR OF sobly�� # TOWN OF SOUTHOLD BUILDING DEPT. ,o courm,��'' 631-765-1802 6 1 INSPECTI N [ ] FOUNDATION 1ST ROUGH - [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: 3/21 0 /I e- DATE �� INSPECTOR SO�Tyolo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: LVA r Vvew�ve DATE O YZ!(4)0-1/3INSPECTOR { - 1 # � TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC 7ROUCG- ON [ ] FOUNDATION 1ST H PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:: 621�pvvt (ACVL CA h DATE INSPECTOR 0FS0UTyOlo y �`' * TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycouHtve�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING (V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � t [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] PRE C/O [ ] RENTAL REMARKS: ewpjfl;k- -5// ;n�/-cr j,•'k reyl ljoY' 125 e-dvl/� At; A0/7 S ,4// uo1-0-f Ak w A// .J/Vs,;07 -4.f-e- DATE Z/ /z� INSPECTOR FM OE SOUTyo� -- -—-- -- - -- - -- # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAUL/KING [ ] FRAMING /STRAPPING FINAL 5f6-,'Y,7 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �- '�lY U`'�Ll n 106 w �{r Flo l 5�'g•�,�4-e Ell 64ul �2w 6 t✓ L of DATE 17i��f�3 INSPECTOR 0` 2 �� 31 OE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 OL DATE llLiv-Y3 INSPECTO OF soUlyOlo 6 TL - '� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL F;�,5 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: le oll 4/4-"r Flo tl 64 Z k/ ge.40ft-Ve_ (Dv-e DATE Z T/73 INSPECTOR irg s # # TOW OF SOUTHOLD BUILDING DEPT. °`ycourm '' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 r- LL lr,.a ' pl f ,J -� e4 I 11 -,- s �S o DATE I INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: M rvl cgcjA-t_ DATE INSPECTOR so -. TOWN-OF SOUTHOLD_B.UILDING-DEPT:.` 63, -=76T 02 ` .] "ROUGH PLBG. ' [ ] . FOUNDATION 2N,D [ ] ANSULA W CAU LjKING (pp ) +:..•� 3 tY --'? FRAMING/STRAPPING [ ]" -FINAL, = = - _" FIREPLACE& CHIMNEY [ ] FIRE SAFETY,INSPECTIOI4, [`: ] FIRE RESISTANT-CONSTRUCTION. [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ _] ELECTRICAL (FINAL) [ -]-CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SOGTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ I FINAL (! 9rn n. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI [ ] PRE C/O [ ]' RENTAL REMARKS:OLATI ( 016� I�0 wmok w V5R 041-& .t W4 r V--- PrL� GpYIU! 1, I��f c f t Wkl/ b Llq f�ro, DATE INSPECTOR fz4f s0 yO� Y7 C-3 Z (�5- c 0/'"). 0 # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL REMARKS: 196 Jn ow';o J�G rl YeOl PbS pro 1 s�� �Af� � v-d s ��Q e4,) INSPECTOR 4J�� DATE � ' BDA P :7765 SW 87t 5 A a 776�5 �7th five Ste 102 Miami,AFL 33173 E :lnfo@BDASystemsCo.com SYSTEMS C 0. www.SDASystemsCo.com CERTIFICATE OF RADIO COVERAGE COMPLIANCE Project name: North Fork Address: 65 Commerce Drive Cutchogue, NY 11935 Attn: Fire Marshal I certify that the ERRCS (Emergency Responder Radio Coverage System) was installed and tested in accordance with the plans and the provisions set forth in NFPA 1221, NFPA 72, and all relevant codes and standards.To the best of my knowledge, information, and belief,the radio RF coverage levels for this occupancy meet or exceed the requirements specified by NFPA 1221. Samantha Young Director of Engineering i L -u E C E V E ...tr Estimate BDA [.. k SYSTEMS C0.© P Estimate Number: E-1152 APR 2024 b.: Estimate Date: Feb 17, 2024 BDA Systems Co Estimate Expires: Apr 18, 2024 7765 SW 87th Ave Ste. 102 n6��+��'"'�� 'f'F��'�-�xi'�t4=d Miami, FL 33173 Customer Andrew DeSandolo (Jayeff Construction) (718) 809-6800 (732) 778-4653 john@bdasystemsco.com AndrewD@Jayeff.com www.BDASystemsCo.com Project P-1152 - North Fork Self Storage 65 Commerce Dr Cutchogue, NY 11935 This proposal is a turn-key Emergency Radio Communication System solution.This system will support the following responding agencies: Suffolk County and Cutchogue Fire District & Fireground. Other key Points Include: 1. Coverage for FIRE Department (400 MHz) and POLICE Department Communications (100 MHz) 2. Conduit in the form of Armored Cable 3. All Tests, Engineering, Programming, Permitting, Installation and Warranty of System DESCRIPTION Materials -,BDA Headend Equipment- UHF andr VHF $20,221.05 Materials -BDA Headend Equipment- Local Fire Materials - BDA Headend Equipment- Local Police Materials - Cabling Infrustructure $15,642.53 Cabling and Conduit_Support Floor Plan Coverage Grounding and Donor Infrastructure All Labor Costs including Taxes,Travel (if Applicable), Etc... $13,995.88 Engineering &Technical Planning $6,150.00 Remote Monitoring and Support $4,050.00 Remote Access Router Remote Access Cellular Modem for Quick Service Response and Upgades Service Agreement Code required annual service maintenance agreement. Ensures the system remains 100% functional at all times. Subtotal $60,059.46 Taxable Subtotal $50,709A6 Tax 8.63% $4,376.23 Total $64,435.69 Excluded from this Proposal Approved Marc Slayton, Man err 1. Dedicated Power from Breaker 120V 20A 4/1/24 2. Fire Alarm Modules and Panel Programming for Supervisory Alarms (7) PER BDA - (14) Total 3. Warranty of Any Roof Penetration from Water Intrusion 4. Any Penetration within the Structure That Cannot be Performed With a Handheld Drill 5. Permit Fees Exceeding $250 6. If Applicable, 2-hour Rated BDA Room and 2-hour Rated Pathway For Riser Cabling 7. Access Panels if Applicable and Any Repair Work to Penetrations Made to Drywall and Concrete 8. Signal Enhancement for Any Other Frequency or Responding Agency That is Not Listed in the BDA Description Above 9. Installation and Changes to Permit for BDA Room Sprinkler Head, Smoke Detector, Mechanical Ventilation 10. 3rd Party Testing and Certification of the System if required by AHJ Payment Terms, Insurance Requirements, Warranty Default Payment Terms are NET 30. We understand you may have a unique time structure. Please let me know if you expect any payment cycle to exceed 30 days to discuss accommodation. Our company holds a national insurance policy that satisfies most requirements. If your project has any unique insurance requirements please notify me prior to accepting this proposal.Any extraordinary insurance coverage requirements may incur an additional cost on this proposal. Warranty on Materials is in effect for 3 years from the date of building C.O. but does not include labor and diagnostics of equipment. See the service agreement line item for more details. Files S�VFOLK COUNZ4, TEA AUTHCRl't� 4060 Sunrise Highway, Oakdale, New York 11769-0901 03/05/2024 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 65 COMMERCE DR CUTCHOGUE NY 11935 A water meter was installed on 11/16/2023. Very truly yours, a_,,. 5alaj Oqn(9 Ann Bailey Assistant Manager-New Construction LNlii) N] E 1:FATOR IS A PEOPLE-FIRST COMPANY 2ioo-2 Arctic Ave • Bohemia NY, 11716 • Tel (631) 491-3392 • Fax (631) 491-3395 March 4,2024 Town of Southold }.ff 'i GG� c� �� Department of Buildings ' 54375 NY-25 P s 2 3 2024 Southold NY, 11971 APR Re: Elevator Certification Dear Department Representative: -Please be advised that Island Elevator has completed the following elevator installation: • Property Address:50 Commerce Dr,Cutchogue NY 11520 • Building Permit#:47632 • Section Block Lot#:96-1-1.3 These elevators were manufactured and installed as per the approved plans and in accordance with the requirements of ASME A17.1-2016 Safety Code for Elevators and Escalators. The ASME A17.1-2016 code required acceptance testing was witnessed by a Qualified Elevator Inspector(QEI Certification#:C-5176),on January 21,2024. The elevators PASSED INSPECTION as per the requirements set forth in ASME A17.1-2016, A17.7-2007,and NYS 2020 Uniform Building Code. The elevator are safe for use by the general public. Please call if you need a urther questions. A PgSS,gy Sincerely, Cl'W�lk C V.P.Operations Island-Elevator ��' 02311 y4� Chris@ Isla ndElevator.c FOF N n� CustomerService@IslandElevator.com • http:// IslandElevator.com 6 +ae v,r ,me sill Iie tuts ale IMP turn vn _, a1 1o1e 1 2 01 vrl +OC, 1eU irll k;M .iY:e tma -17 <Q01 i3,, +.. .r,•• ... �_ -e+f toy I 101 ba Its /ld MO 0111 ,112 .... ,t J 01311 w sale i� O 10LJ e ,", •;++ v.: V.e +a.a 1a+� 1�a� w+t +a, ,e.a 11r� t_,e ,. .101 ,eal •IA• tw: '�)wl '�T. .Al ,eel tlIr 10e9 t--Q7T_ .;+ fW2 10f1 eWe IW1 gitl ,BR +1 r, I �:.. +1X7 qdl qe9 1011 ..... .,..; ....y .�;o. is'? IM4 no 'Me 1M3 1M9 114, 160 Stu "u "11 11! 1p1 '•,r ...I r "r: "�' .10 11a1 172a Wl 971 Is 1W on 11tYt sfe eN NORTH FORK FIRST FLOOR 30 INDEPENDENCE BOULEVARD WHITESTONE SUITE 059 WARREN,NJ 075 908.668.7777 whitestoneassoc.com April 30,2024 via email q, l GOODFRIEND SELF-STORAGE 'k MAY - 1 2024 204 West 846'Street ¢ f p Third Floor New York,New York 10024 G ft.1,7("'.p..1rftncrt'l� lfi<'tN,lqR�Ey :=GxEfiFFS::;;'tf Attention: Mr.Marc D. Slayton Managing Partner Regarding: CONSTRUCTION PHASE TESTING& INSPECTION SERVICES SUMMARY OF STRUCTURAL AND LIGHT-GAUGE STEEL INSPECTION PROPOSED SELF-STORAGE FACILITY 65 COMMERCE DRIVE CUTCHOGUE,SUFFOLK COUNTY,NEW YORK BUILDING PERMIT NO.: 47632 WHITESTONE PROJECT NO.: GJ2117780.Y01 Dear Mr. Slayton: As requested, Whitestone Associates Engineering & Geology NY, PLLC (Whitestone) has conducted construction phase testing and inspection services at the above-referenced site. Inspections of structural steel and structural light-gauge steel associated with the proposed self-storage building were conducted between December 6, 2022 and June 29, 2023. Within this period, Whitestone conducted special inspections of structural steel and structural light-gauge steel associated with the proposed self-storage building. The results of the on-site inspections indicated no exceptions to the approved project plans, specifications, and engineer requirements. Detailed inspection reports have been provided under separate cover. Whitestone appreciates the opportunity to be of continued service to GoodFriend Self-Storage. Please do not hesitate to contact us at(908)668-7777 with any questions regarding this information. Sincerely, OF NEwyo CO JpPR KHA/VTq� WHIIT�ESTONE / / ,jam- - r. ' •3 W LU Mudar Khantamr,P.E. 2cn� ��� Laurence W.Keller,P.E. Senior Associate 4,0 098529 k, Vice President NY Professional Engineer No. 09 FESS1ONP�. SEP/rb L:\Job Folders\2021\2117780GJ\.Y01\17780-Y01 Cutchogue SumRpt Steel S&S.docx Copy: Bobby Zoller,JayeffConstruction Andrew DeSandolo,JayeffConstrucdon Office Locations: NEW JERSEY PENNSYLVANIA MASSACHUSETTS CONNECTICUT FLORIDA NEW HAMPSHIRE NEW YORK 30INDEPENDENCE BOULEVARD WHITESTONE SUITE059 WARREN,NJ 075 908.668.7777 whitestoneassoc.com April 9,2024 via email and FedEx GOODFRIEND SELF-STORAGE AP p 202� 204 West 84th Street Third Floor New York,New York 10024 c' ' Attention: Mr. Marc D. Slayton Managing Partner Regarding: CONSTRUCTION PHASE TESTING&INSPECTION SERVICES SUMMARY OF CONCRETE COMPRESSIVE STRENGTH TESTING PROPOSED SELF-STORAGE FACILITY 65 COMMERCE DRIVE CUTCHOGUE, SUFFOLK COUNTY,NEW YORK BUILDING PERMIT NO.: 47632 WHITESTONE PROJECT NO.: GJ2117780.Y01 Dear Mr. Slayton: As requested, Whitestone Associates Engineering & Geology NY, PLLC (Whitestone) has conducted construction phase testing and inspection services at the above-referenced site. Testing and inspection of structural concrete associated with the proposed self-storage building were conducted between September 29, 2022 and January 16, 2023. Within this period, Whitestone conducted special inspections of reinforcing steel and structural reinforced concrete associated with the proposed self-storage building. Whitestone also completed associated concrete compressive strength testing. The results of the on-site testing and inspections as well as laboratory compressive strength testing of concrete samples cast during placement indicated that the subject construction was completed in compliance with approved project plans, specifications, and engineer requirements. Detailed inspection reports have been provided under separate cover. Whitestone appreciates the opportunity to be of continued service to GoodFriend Self-Storage. Please do not hesitate to contact us at(908)668-7777 with any questions regarding this information. Sincerely, WHITESTONE P���CE W.Fy�•Q� Mudar Khantamr,P.E. Laurence W. Keller,P - w LU Senior Associate Vice President NY Professional Engin 08 6 29 SEP/ml L.Vob Folders\2021\2117780GJ\.Y01\17780-Y01 Cutchogue SurnRpt Concrete S&S.docx AROFESSIONP�' Copy: Bobby Zoller,Jayeff Construction Andrew DeSandolo,Jayeff Construction Office Locations: NEW JERSEY PENNSYLVANIA MASSACHUSE 7S CONNECTICUT FLORIDA NEw HAMPSHIRE NEW YORK 30INDEPENDENCE BOULEVARD WHITE STON E SUITE059 WARREN,NJ 075 908.668.7777 Awhitestoneassoc.com April 9,2024 -=i 4 via email and FedEx 1 APR 1 0 2024 GOODFRIEND SELF-STORAGE 204 West 84"Street �y Third Floor New York,New York 10024 Attention: Mr. Marc D. Slayton Managing Partner Regarding: CONSTRUCTION PHASE TESTING&INSPECTION SERVICES SUMMARY OF CONCRETE COMPRESSIVE STRENGTH TESTING PROPOSED SELF-STORAGE FACILITY 65 COMMERCE DRIVE CUTCHOGUE,SUFFOLK COUNTY,NEW YORK BUILDING PERMIT NO.: 47632 WHITESTONE PROJECT NO.: GJ2117780.Y01 Dear Mr. Slayton: As requested, Whitestone Associates Engineering & Geology NY, PLLC (Whitestone) has conducted construction phase testing and inspection services at the above-referenced site. Testing and inspection of structural concrete associated with the proposed self-storage building were conducted between September 29, 2022 and January 16, 2023. Within this period, Whitestone conducted special inspections of reinforcing steel and structural reinforced concrete associated with the proposed self-storage building. Whitestone also completed associated concrete compressive strength testing. The results of the on-site testing and inspections as well as laboratory compressive strength testing of concrete samples cast during placement indicated that the subject construction was completed in compliance with approved project plans, specifications, and engineer requirements. Detailed inspection reports have been provided under separate cover. Whitestone appreciates the opportunity to be of continued service to GoodFriend Self-Storage. Please do not hesitate to contact us at(908)668-7777 with any questions regarding this information. Sincerely, F NEWy WHITESTONE �.�P ONCE W..,r0 Mudar Khantamr,P.E. Laurence W. Keller,P ci► w Senior Associate Vice President NY Professional Engin 08 �29 SEP/ml L:\Job Folders\2021\2117780GJ\Y01\17780-Y01 Cutchogue SumRpt Concrete S&S.docx %FESS04 Copy: Bobby Zoller,Jayeff Construction Andrew DeSandolo,Jayeff Construction I Office Locations: NEW JERSEY PENNSYLVANIA MASSACHUSETTS CONNECTICUT FLORIDA NEw HAMPSHIRE NEW YORK AWHITESTONE Date: 11/8/2022 1 Job No.: GJ2118118.Y01 Attention: Mr.Marc Slayton 30 INDEPENDENCE BOULEVARD,SUITE 250'WARREN,NJ 07059 Re: 908.668.7777•FAx 908.754.5936 Proposed Self-Storage Facility www.whitestoneassoc.com 65 Commerce Drive Cutchogue,New York To: Goodfriend Self-Storage 204 West 841,Street Third Floor New York,New York WE ARE SENDING YOU: ®Attached ❑Under separate cover via Email the following items: ®Report ❑Letter ❑Plans ❑Samples ❑Specifications ❑ ❑Draft Report ❑Prints ❑ ❑ Copies Date No. Description 1 Reports of Site Inspection(October 12,2022 through October 31,2022) THESE ARE BEING TRANSMITTED as checked below. ❑For approval ❑Approved as submitted ❑As requested ®For your use ❑Approved as noted ❑For review and comment ❑Executed contract ❑Returned after loan to use ❑ ❑For bid due ❑ MonWDay Year REMARKS Enclosed please find Whitestone's Reports of Site Inspection regarding the above-referenced site. Please contact Mudar Khantamr or Larry Keller with any questions. Thank you. COPY TO: Bobby Zoller,Jayeff Construction SIGNED: Rachael Strauss,Whitestone Associates,Inc. Austin Yezariski,Jayeff Construction 30INDEPENDENCE BOULEVARD W H ITESTION ESUITE 059 WARREN,NJ 075 908.668.7777 whkestoneassoc.com REPORT OF SITE INSPECTION Client: Goodfriend Self-Storage Proposed Self-Storage Facility Project: 65 Commerce Drive,Cutchogue,Suffolk County,New York Insp.Date October 12,2022 WAI Project No.: GJ2117780.Y01 Page: 1 of 1 Weather: Sunny Temp.Range: 59'-67'F Inspector: R.Joseph Present at Site: Austin-Jayeff As requested,Whitestone conducted the following testing and inspection services at the above-referenced site: Steel Reinforcing Inspection: In-place reinforcing steel at the proposed building footings highlighted in blue on the attached sketch was inspected for size, type, splice lengths, and clearance. Results of the inspection indicated compliance with details and specifications provided on the December 21, 2021 (last revised February 14, 2022) Structural Plan prepared by BWD Architects LLC. Footing Subgrade Inspection: A footing subgrade inspection was conducted at the proposed footings highlighted in blue on the attached sketch.Testing and inspection procedures included visual inspection of the subgrade materials in comparison to the soil conditions presented in Whitestone's August 9,2021 Report of Geotechnical Investigation and conducting Dynamic Cone Penetrometer (DCP) tests to compare with SPT N-values obtained from Whitestone's subsurface exploration. The results of the inspection revealed natural sandy soil that is consistent with the findings encountered during Whitestone's subsurface investigation. Results obtained from DCP tests were compared with SPT N-values obtained from Whitestone's subsurface investigation and indicate adequate soil bearing conditions for a maximum allowable net bearing pressure of 2,000 psf. k `li 1 LAJob Folders\2021\21177MJ\.Y01\SUks\10-12-22.do Other Office Locations: CHALFONT,PA SOUTHBOROUGH,MA RocKY HILL,CT WALL,NJ PHILADELPHIA,PA BEDFORD,NH TAMPA,FL MIAMI,FL 215.712.2700 508.485.0755 860.726.7889 732.592.2101 215.848.2323 603.514.2230 813.851.0690 786,783,6966 Environmental & Geotechnical Engineers & Consultants �EoTo!,ce Existing Warehouse Building @ Neighboring Property P\S\e 315 commerce Dr. �k f. }1 r. // 0 1 � oy� •�f New Drywells Below,Typ New Mulched Area f \\ /�'� i� r �n yi• \ 4- Cwness ryp \ / rV .pp y lk FDA ak r� 'Exit SPklr 0 20,_0„ f iy d s L c c �trn ✓f'-pr 8 Spaces flec _ ; ADA Bathrooms(2) Entrance , ► `' s Proposed Fully Sprinkleredl Story Mini Stores a Bld on Slab .; 26,900 S.F. STORAGE PER FLR ► '!4 ry 53,800 GSF STORAGE W F!F Condenser Units see Mech, F,F, EL, 42,6 Downspouts Typ 1 of 21 w/Bollord 't For Mounting Ref ad on A502 wt BoHardrTyp — - — ---i Protection,2 Bollards per DS Typ y Connect to I ndwriround leodar -IrH- Shading Indicates Fxtedor Access Storage Units ` Entrance 2" X-0" 17 Spaces ro 6 p A 290'-0" 1 i 0 100' Wide Buffer o 0 30INDEPENDENCE BOULEVARD WHITESTONE Sum059 WARREN,NJ 075 908.668.7777 whKestoneassoc.com REPORT OF SITE INSPECTION Client: Goodfriend Self-Storage Proposed Self-Storage Facility Project: 65 Commerce Drive,Cutchogue,Suffolk County,New York Insp.Date October 13,2022 WAI Project No.: GJ2117780.Y01 Page: 1 of 1 Weather: Sunny Temp.Range: 59°-67°F Inspector: R.Joseph Present at Site: Austin-Jayeff As requested,Whitestone conducted the following testing and inspection services at the above-referenced site: Concrete Inspection and Testing: Approximately 40 cubic yards of 4,000 psi concrete were placed at a portion of the proposed footings and at the Elevator Pit. Test results indicate compliance with project specifications provided on the December 21, 2021 (last revised February 14, 2022)Structural Plans prepared by BWD Architects, LLC. One sets of four concrete cylinders was cast for compressive strength testing. Detailed results of concrete testing are enclosed in this report. w R L:Vob Folders\2021\2117780GA.YOIVSMs\IO-13-22.doe Other Office Locations: CHALFONT,PA SOUTHBOROUGH,MA ROCKY HILL,CT WALL,NJ PHILADELPHIH,PA BEDFORD,NH TAMPA,FL MIAMI,FL 215.712.2700 508.485.0755 860.726.7889 732.592.2101 215.848.2323 603.514.2230 813.851.0690 786.783,6966 Environmental & Geotechnical Engineers & Consultants AWH ITESTON E REPORT OF CONCRETE PLACEMENT INSPECTION Whitestone Associates,Inc. Proposed Self-Storage Facility Client: Goodfriend Self-Storage Project: 65 Commerce Drive,Cutchogue,Suffolk County,New York Inspection Date: October 13,2022 WAI Project No. GJ2117780.Y01 Page: 1 of 1 FIELD DATA: NO.OF CONCRETE TIME TIME TRUCK AIR CONCRETE UNIT CYLINDERS SUPPLIER TRUCK UNLOAD YARDS OF SLUMP CONTENT TEMPERATURE WEIGHT SET MADE TICKET DISPATCHED CONCRETE (IN) (%) CF) (PCF) NO. NUMBER 1 4 251 8:52 A.M. 9:17 A.M. 11 8.0 4.5 64 - LOCATION: Proposed footings and elevator pit REMARKS: LAJob Folders\2021\2117780GJ\.Y01\Concrete\10-13-22.doc 30INDEPENDENCE BOULEVARD AwHITESTONE SUITE WARREN,NJ 07059 908.668.7777 whitestoneassoc.com REPORT OF SITE INSPECTION Client: Goodfriend Self-Storage Proposed Self-Storage Facility Project: 65 Commerce Drive,Cutchogue, Suffolk County,New York Insp.Date October 14,2022 WAI Project No.: GJ2117780.Y01 Page: 1 of 1 Weather: Sunny Temp.Range: 60'-67'F Inspector: R. Joseph Present at Site: Austin-Jayeff As requested,Whitestone conducted the following testing and inspection services at the above-referenced site: Concrete Inspection and Testing: Approximately 66 cubic yards of 4,000 psi concrete were placed at the portion of the proposed footings shown in blue on the attached skecth. Test results indicate compliance with project specifications provided on the December 21,2021 (last revised February 14,2022)Structural Plan prepared by BWD Architects, LLC. One set of four concrete cylinders was cast for compressive strength testing. Detailed results of concrete testing are enclosed in this report. !r x ..L LATob Folders\2021\2117780GJ\.YOI\SIRS\10-14-22.doc Other Office Locations: CHALFONT,PA SOUTHBOROUGH,MA ROCKY HILL,CT WALL,NJ PHILADELPHIA,PA BEDFORD,NH TAMPA,FL MIAMI,FL 215.712.2700 508.485,0755 860.726.7889 732.592.2101 215.848.2323 603.514.2230 813.851.0690 786.783.6966 Environmental & Geotechnical Engineers & Consultants �WH ITESTON E REPORT OF CONCRETE PLACEMENT INSPECTION Whitestone Associates,Inc. Proposed Self-Storage Facility Client: Goodfriend Self-Storage Project: 65 Commerce Drive,Cutchogue, Suffolk County,New York Inspection Date: October 14,2022 WAI Project No. GJ2117780.Y01 Page: 1 of 1 FIELD DATA: NO.OF CONCRETE TIME TIME TRUCK AIR CONCRETE UNIT CYLINDERS SUPPLIER TRUCK UNLOAD YARDS OF SLUMP CONTENT TEMPERATURE WEIGHT SET MADE TICKET DISPATCHED CONCRETE (IN) (%) (°F) (PCF) NO. NUMBER 1 4 277 8:12 A.M. 8:35 A.M. 11 7.0 4.0 65 - 2 4 273 8:34 A.M. 9:05 A.M. 55 7.0 4.5 64 - LOCATION: Proposed footings REMARKS: L:Uob Folders\2021\2117780GJ\.Y01\Concrete\10-14-22.doc Ul ti �F � �;•» � � J L� � 0 a p _t ,. I IA- Y � eftC � 1 w E � r 4 .. 30INDEPENDENCE BOULEVARD Aw HITESTONE WARREN,SUITE 25 NJ 07059 908.668.7777 whitestoneassoc.com REPORT OF SITE INSPECTION Client: Goodfriend Self-Storage Proposed Self-Storage Facility Project: 65 Commerce Drive,Cutchogue,Suffolk County,New York Insp.Date October 19,2022 WAI Project No.: GJ2117780.Y01 Page: 1 of 1 Weather: Sunny Temp.Range: 53'-61°F Inspector: R.Joseph Present at Site: Austin-Jayeff As requested,Whitestone conducted the following testing and inspection services at the above-referenced site: Steel Reinforcing Inspection: In-place reinforcing steel at the portion of the proposed footings highlighted on the attached sketch was inspected for size, type, splice lengths, and clearance. Results of the inspection indicated compliance with details and specifications provided on the December 21, 2021 (last revised February 14, 2022) Structural Plan prepared by BWD Architects LLC. tea„ L:Vob Folders\2021\2117780Gn.Y01\SIIts\10-19-22.doc Other Office Locations: CHALFONT,PA SOUTHBOROUGH,MA ROCKY HILL,CT WALL,NJ PHILADELPHIA,PA BEDFORD,NH TAMPA,FL MIAMI,FL 215.712.2700 508.485.0755 860.726.7889 732.592.2101 215.848.2323 603.514.2230 813.851.0690 786.783.6966 Environmental & Geotechnical Engineers & Consultants ..-. ... .Z ... ... ... : 1 OVNInC OI1OQt{ny a� Ed4s Qt Slab St9k!.1 M n r for dm M _ V�cnclil!!sncstunta W�t Z"Typ Sint,Gap Tui inxulatlon of Invtmo} nt.0 Mink Above Typ ►{C,iS�1a6 CN Gi kDE ONSIYIICiIt 5,:ONC.RETE SI'M W l FlE4N QP,CWG PE 7 Pit Dimensions Co Be Cooldlnaletl ' 1 With Elev.Man, Tq WtPOLIEUMENE VAPOR 8 ( 4'MIN WM"ED GUNEI 1 soil a c 0 `t m o• a 4 n �c b a r 30INDEPENDENCE BOULEVARD WHITEST O N E SUITE 059 WARREN,NJ 075 908.668.7777 whkestoneassoc.com REPORT OF SITE INSPECTION Client: Goodfriend Self-Storage Proposed Self-Storage Facility Project: 65 Commerce Drive,Cutchogue,Suffolk County,New York Insp.Date October 20,2022 WAI Project No.: GJ2117780.Y01 Page: 1 of 1 Weather: Sunny Temp.Range: 58'-67°F Inspector: R.Joseph Present at Site: Austin-Jayeff As requested,Whitestone conducted the following testing and inspection services at the above-referenced site: Concrete Inspection and Testing: Approximately 77 cubic yards of 4,000 psi concrete were placed at the portion of the proposed footings highlighted on the attached sketch. Test results indicate compliance with project specifications provided on the December 21, 2021 (last revised February 14, 2022)Structural Plans prepared by BWD Architects LLC. Two sets of four concrete cylinders were cast for compressive strength testing. Detailed results of concrete testing are enclosed in this report. _ r LAJob Folders\2021\2117780G1\.Y01\SIRs\10-20-22.doc Other Office Locations: CHALFONT,PA SOUTHBOROUGH,MA ROCKY HILL,CT WALL,NJ PHILADELPHIA,PA BEDFORD,NH TAMPA,FL MIAMI,FL 215.712.2700 508.485,0755 860.726.7889 732.592.2101 215.848.2323 603.514.2230 813.851.0690 786.783.6966 Environmental & Geotechnical Engineers & Consultants �WH ITESTON E REPORT OF CONCRETE PLACEMENT INSPECTION Whitestone Associates,Inc. Proposed Self-Storage Facility Client: Goodfriend Self-Storage Project: 65 Commerce Drive,Cutchogue,Suffolk County,New York Inspection Date: October 20,2022 WAI Project No. GJ2117780.Y01 Page: 1 of 1 FIELD DATA: NO.OF CONCRETE TIME TIME TRUCK AIR CONCRETE UNIT CYLINDERS SUPPLIER TRUCK UNLOAD YARDS OF SLUMP CONTENT TEMPERATURE WEIGHT SET MADE TICKET DISPATCHED CONCRETE (IN) (%) (°F) NO. NUMBER (PCF) 1 4 275 8:08 A.M. 8:38 A.M. 11 8.0 5.0 63 - 2 4 329 9:00 A.M. 9:35 A.M. 55 8.0 5.2 64 - LOCATION: Proposed footings REMARKS: L:1Job Folders\2021\2117780GJ\.Y01\Concrete\10-20-22.dcc y Edge Of Slob i ! i! !� n Yncstrsiitlotleiysaltk 2'TYp Stab Gap for InsWalron at Thermal Wa11r Abave ivp ' Sjt14Ai$LA6 ON S:IADE COMM r loll3 pitOimensbns To be Coordinated 11 S'CONCRETE 5V,6`rJ!RStMT-CtRC:tN( I E with Bev.Mont. 10#Ak J+OLTESNYIENE`1AVCGR b K°MIN IMMMED CjR►.VEI i 1 j ————...w ——. --.... Y a a a u 0 � a r � 30INDEPENDENCE BOULEVARD WHITESTONE SUITE 059 WARREN,NJ 075 908.668.7777 whitestoneassoc.com REPORT OF SITE INSPECTION Client: Goodfriend Self-Storage Proposed Self-Storage Facility Project: 65 Commerce Drive,Cutchogue, Suffolk County,New York Insp.Date October 31,2022 WAI Project No.: GJ2117780.Y01 Page: 1 of 1 Weather: Sunny Temp.Range: 58'-67'F Inspector: R.Joseph Present at Site: Austin-Jayeff As requested,Whitestone conducted the following testing and inspection services at the above-referenced site: Proofroll Inspection: A proofroll inspection was conducted at the proposed floor slab subgrade with compaction equipment. The purpose of the proofroll inspection was to identify the presence of possible loose or soft soil conditions prior to subbase material placement The results of the subgrade inspection revealed relatively unyielding soil conditions at the subject area and a subgrade that is suitable for subbase material placement. 1 L:Uob Folders\2021\2117780GJ\.Y01\SIRs\10-31-22.doc Other Office Locations: CHALFONT,PA SOUTHBOROUGH,MA ROCKY HILL,CT WALL,NJ PHILADELPHIA,PA BEDFORD,NH TAMPA,FL MIAMI,FL 215,712.2700 508.485.0755 860.726.7889 732.592.2101 215.848.2323 603.514.2230 813.851.0690 786,783.6966 Environmental & Geotechnical Engineers & Consultants �.yx_..l j�t'l,•l �f�i_4h Maly \ i4' tiff• O.IF..a\oolYp � ' 114wM>•iMrCrrarw.� � �It . ••: 1re - . i wa1.ADgre I1v � 77 MMa1Ww.y... •oN�C4M3itIEOIQd-II[11f • Cf}W'4ftt 51A�'.i`i RffNI G�CYf!:t'ti SIR�I:t�NAI IR p/mcmlo.f Cn 8.Ca Idblofnd t: At pLKIVN111P.E VAY-1XV46 - IYgh 6nr.Monf. ` •40,wA1Mto,�VAA- 49 '•{�G4 n i�.TJ - i rra ` � SLAB PLAN �•10(s Scan �!•SI'=`S AWHITESTONE Compressive Strength Test Results U N I V E R S A L t �. ,� .: - - ' 6Test�ng`8 inspection'Services;lric, :4�- D�illing;88oring:Contractors «� +Testing,Labs NYC Lab Lic No 37 LLW#: _ Page 1 of 1 73 Otis St.W.,Babylon, NY 11704 DOB#: Date: 10/28/2022 - T: 631.491.5252 F: 631.491.5959 FID#:. UTIS Report#: 22-15602 Nationally Accredited:AASHTO/CCRL C1077 & E329 CONCRETE INSPECTION;REPORT#�'" a - -— — - - Lab#: 9761-22 Client: Whitestone UTIS Inspector: CLIENT MADE 30 Independence Blvd.,.Ste 250,Warren NJ 07059. Gen. Contractor:_ Project: Self Storage G.0 Rep.:, Job Location; 65 Commerce Dr, Cutchogue Sub-Contractor: CONCRETE FIELD DATA: ASTM C31, C138,C1721 C173, C231&C1064-As Applicable and.;Requested Truck' �'Batcti Disehrg:- Sample SLUMP,-(' ; - = Conc.. ,;: UnitVUt. - " Design'Strength fp'st) No, Ticket No..." /o_Air.Cont. Field Set#, __. _Time Time_ :inches);'; mp.,(°F): ;"(PCP) PSL'"":' :TYPE Time :Te - - -— - - - -- -- 4000 Location(s)of pour: - CLIENT MADE - - cu yd total Supplier: Plant Loc: Qty Represented: cu.yds at cu-yds.placed of-a placement Weather: Air Temp: COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS:, ASTM C39(4"diam.x 8"height) C ross= - Minlmum` Cyl.Dia:-,Total Load Field. Date Date : ;'Age Sect. Fracture ;Total Strength Applied, Target Seal#: Lab use.. A p1led Compiles #`. Cast ` Tested,i. ' .(Days) Area Type (PSI) Strength only; '(Ibs) si 1 1 09/29/22 1016 7 12.56 38739 Type 3 3080 2800 Yes 2 2 09/29/22 10127 28 12.56 79789 -Type 3 6350 4000 Yes 3 3 09/29122 _ 10/27 28 12.56 86547 Type 3 6890 4000 Yes 4_ _4 09/29/22 11/24 56 . _._ 12.56 _ __.____ _ _ _ _ ___ 4000—._To be tested 5 5 09/29/22_.. 10/6 7 12.56 38891 Type 3- 310o 2800 Yes 6 6 09/29/22 10/27 28 1156 66636 "Type-3- ype3 4830 4000 Yes 7 7 09/29/22 10/27 28 12;56 68407 Type 3 5450 4000 'Yes 8 8 09/29122 11/24 56 12.56 4000 To be tested I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Air content Method used C231/C173 Contractor provided Curing-Box Onsite: RIVINA Curing Box Condition g Mix-Design to for Review no r Locations))of of test sample for Pickup: Type 1:Reasonably well form cones on both ends,<1"of cracking caps Type 2:Well Formed cone on end,vertical cracks running through caps Type 3:Columnar vertical Cracking through both ends,no well formed cones Lab Only . Method use for compressive strength-; Type 4:Diagonal Fracture with no cracking through ends Date Sample Received Type 5:Side fractures top and bottom Type 6:Similar to type 5 but ends of cylinders is pointed Lab Tech Rifat Emre ACI#01304477 Concrete Report 4x8"Rev,N 11/18 / V I V E R S A L Testing 8"Ins' "`ion$enriees Inc » i"4Diillmg;8"Boeing°Contractor if" TestirigLabs - 4- NYC Lab Lic No 37 LLW#: __ Page.1 of 1 73 Otis St. W. Babylon, NY 11704 DOB* __ Date: 10/24/2022 T: 631.491.5252 F: 631.491,5959 FID#: UTIS Report#: 22-15295 Nationally Accredited:AASHTO/CCRL C1077 &E329 CONCRETE`�NSPECTIONREPORT'" Lab#: 9949-22 Client: Whitestone UTIS Inspector: CLIENT MADE 30 Independence Blvd.,_Ste-250,Warren NJ 07059- Gen. Contractor: Project: Self-Storage G.0 Rep.: Job Location: 65 Commerce Dr, Cutchogue Sub-Contractor: CONCRETE FIELD DATA:ASTM C31,:C13S,.C172/C173, C231&C1064 As A licable and R uested Truck Batch Discfirg. .'Sample.,SLUMP„°( ; _ _ ' ` "Conc. Unit INt. -"=:" _ Deslgn.Strengtti'(Psl) Ticket No.' /o Air Cont: Field Set# Time_.'; Time _Timer;''Inches),: Temp. °F)i_ P,CP)..: P.SI': TYPE - - 4000 Location(s)of pour: CLIENT MADE cu yd to Supplier:, Plant Loc: Qty'Represented cu:yds at _ cue yds.placed of a_ placement Weather. Air Temp:: COMP_RESSI-VE-STRENGTH OF CONCRETE TEST CYLINDERS: ASTM C39 (4"diam. x 87height) Cross- Minimum .Field Date �,:r Date Age Sect. Cyl Dia.,- Total Load Fracture Total Strength Applied. ' Target= ? ,Seal# Lab use. Applied.; Complies # Cash. Tested' (Days), . Area.: Type (PSI) Strength only.., (Ibs) s-.4n.) 1 1 10/13/22 10/20 7 12.56 40093 Type 3 3190 2800 Yes. 2 2 10/13/22 11/10 28 1.2:56 4000 1 To be tested 3_ _ _ 3 10/13/22 11110 _ 28 12.56 _ 4000 To be tested _4 4 . 10/13/22' - 12/8 56__--. _. 12.56 4000 To be tested 5 - - 8 - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 At content Method used C231!C173 Contractor provided.Curing Box Onsite: Curing Box Condition: Location( )of to for Review: Location(s)of test sample for Pickup: Type 1:Reasonably well form cones on both ends,<1"of cracking caps Type 2:Well Formed cone on end,vertical cracks running through caps Type 3:Columnar vertical Cracking through both ends,no well formed cones Lab On IV Method use for compressive strength,: Type 4:Diagonal Fracture with no cracking through ends Date Sample Received Type 5:Side fractures top and bottom Type 6:Similar to type 5 but ends of cylinders is pointed Lab Tech Rifat Emre ACI#01304477 Concrete Report 4x8"Rev.N 11/18 ' U N I V E R A "'Testing�8"inspection Seniices Inc s� 'D��Iling&"BaringContractoisTestiag Labsn "�""' NYC Lab Lic No 37 LLW#: Page.1 of 1 73 Otis St, W. Babylon, NY 11704 DOB#: _ _ - -- Date: 10/2412022- T: 631.491.5252 F: 631.491,5959 FID#: UTIS Report* 22-15294 Nationally Accredited:AASHTO/CCRL C1077 & E329 CONCRE�T�EINSPECTLON;REPORT:';' - - -' Lab#: 9950-2 Client: Whitestone UTIS Inspector: CLIENT MADE 30 Independence Blvd.,Ste 250,Warren NJ 07.059 Gen. Contractor-: Project: Self Storage _ G.0 Rep.:. Job Location:- 65 Commerce Dr, Cutchogue Sub-Contractor: CONCRETE FIELD DATA:'ASTM C31, ClUs' C172/C173,-C231&C1064-As Applicable and Re nested Truck Ticket No.' Batch- "Dischrg:;; Sample: SLUMP,,;( 07o Air Cont. Gorico Unit Wt: Field Set# aeslgn Strength No:' Time Time Time , inches)` Temp;,(- (PCPj, PSI'.':. TYPE: 4000 Location(s)of pour: CLIENT MADE - cu yd total Supplier: - Plant Lop: Qty Represented: _ cu,yds at cu.yds placed of a placement Weather: Air Temp: COMPRESSIVE STRENGTH OF-CONCRETE TEST CYLINDERS: ASTM C39(4"diam. x 8"height) Cross -_ +Midimum Cyl.Dia:- Total'Load Field -Date; Date Age Sect: Fracture Total Strength Applied Target #" 3eat�t Cast , " Tested (Days) Area Lab use,, , Applied Type (PSI) . s Strength; Complies only., (Ibs) L (sq.In. si 1 1 10/14/22 10/21 7 12.56 39651 Type 3 3160 2800 Yes 2 2_ 10/14/22 11/11 28 12,56 4000 To be tested _ 3 3 --10/14/22 11/11 ___ 28 12.56 4000 To be tested 4 4 10/14/22 -12/9 56 12.56 4000 To be tested 5 5 '10/14/22 10121 7 12.56 33992 --Type 3 .- 2710 2800 - 6 6 10/14/22 11/11 28 12.56 4000_ To be tested 7 -, . 7 10/14/22 11/11 28 12.56 4000 To be tested S _-8.,__ 10/14/22 _12/9 56 _ 12.56 4000 To be tested. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Air content Method used C231/C173 Contractor provided Curing Box Ons_ite: ®FIT Curing Box Condition ® ® Ll Mix=Design Onsite far-Re ol Locations)of test samplee for Pickup: Type 1:Reasonably well form cones on both ends,<1"of cracking caps Type 2:Well Formed cone on end,vertical cracks running through caps l Type 3:Columnar vertical Cracking through both ends,no well formed cones Lab Only '-Method use for compressive strength: Type 4:Diagonal Fracture with no cracking through ends Date Sample Received,.: Type 5:Side fractures top and bottom Type 6:Similar to type 5 but ends of cylinders is pointed Lab Tech Rifat Emre ACI#01304477 Concrete Report 4x8"Rev,N 11/18 U N I V E R S A L "" Testinga8 inspection Services 1 c 'Dulling 813orOTCon"tra NYC Lab Lic No 37 LLW#: Page 1 of 1 73 Otis St W, Babylon, NY 11704 DOB#: Date: 10/28/2022 T: 631.491.5252 F: 631,491•15959 FID#:- _ UTIS Report#:`22-15601 Nationally Accredited:AASHTO/CCRL C1077& E329 CONCFtE�T�EI,NSPE�CTIO�Ne�REPORT" .'> =�'•. - - - Lab#: 9967-22 -- -- Client: Whitestone UTIS Inspector: CLIENT MADE 30 Independence Blvd.,Ste 250,Warren NJ 07059 Gen. Contractor: Project: _Self Storage G.0 Rep.: _ Job Location: 65 Commerce_Dr, Cutchogue Sub-Contractor: CONCRETE FIELD.DAM.ASTM C31,, C1381; C1721 C173, C231& C1'064-As-Applicable and Requested Truck'., Batch Di§chrg:'>Sample' 'SLUMP Cone' Unit Wt; De"stgn',Str-e psq Ticket::No: f.. (' %AID Cont; >.., Field Set#r No: Time; , Time. -Time inches),,; Temp..(.F. PCP s SIc' :TYPE;'' ): ( ) 4000 Location(s)of pour: r CLIENT MADE - -- - - -- - - -- cu yd total- Supplier: Plant Loc: Qty Represented: cu.;yds at cu..yds placed of a placement Weather. Air Temp: COMPRESSIVE STRENGTH OF F CONCRETE TEST CYLINDERS: ASTM C39(4"diam. x 8"height) Minimuml ; Cyl.Dia.-' Total Load Field ,•Date`• Date Age . ' Sect. Fracture' Total Strength Applied, . Target #_ ; Seal#; Cast Tested (Days) ;-,Area: Lab use Applied Type (PSI) :Strength. Complies only.', ;(Ibs)•- S- (PSI) 1 1 10/20/22 16/27 7 12.56 44453 Type 3 3540 2800 Yes 2 2 10/20/22 11/17 28 12.56 4000 To be tested 3_. 3 10/20/22 11/17_ 28 12.56 _4000__ To be tested 4 - _ -4 10/20/22 12/15 - 56 _12.56 4000 To be tested 5 5 10/20/22 10/27 7 12.56 44517 Type 3 3540 2800 Yes 6 6 10/20/22 11/17 28 12,56 4000 To be tested 7 7 10/20/22 11/17 28 12.56 4000 To be tested 8 - 8 .10/20/22 _12/15 56 12.56 __.4000. To be tested Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Air,'coritent Method_`used,C231/C173_________ _ Contractor `rovided Curing.Box Onsite: Curing Box Condition Mix-Design Onsite for Review: Location(s)of test sample for Pickup: Type 1:Reasonably well form cones on both ends,<1"of cracking caps Type 2:Well Formed cone on end,vertical cracks running through caps Type 3:Columnar vertical Cracking through both ends,no well formed cones Lab Only Method use for compressive strength:• Type 4:Diagonal Fracture with no cracking through ends Date Sample Received: Type 5:Side fractures top and bottom Type 6:Similar to type 5 but ends of cylinders is pointed Lab Tech Rifat Emre ACI#013044.77 Concrete Report 48"Rev.N 11/18 OFFICE LOCATION: A AILING ADDRESS: Town Hall Annex fjF SO P.O.Box 1.179 54375 State Route 25 O�� Ul/yQf Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY' 41 Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD.OFFICE a R„ TOWN OF SOUTHOLD 9 U E , . � 4 April 3, 2024 ' .t APR 3 2024 Mr. Marc Slaytons 137 Riverside Drive, #6B New York, NY 10024 Re: Approved Site Plan for North Fork Self Storage#3 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Slayton: The Planning Board has found that the requirements for the 53,800 sq. ft. storage building•(aka Building B) of the above-referenced Site Plan have been completed based on the January 22, 2024 Planning Board work session and the subsequent site inspections conducted January 31st, February 29t" and March 26, 2024 regarding exterior lighting. This building is in general conformance with the approved site plan entitled "North Fork Self Storage#3" prepared by Kenneth H. Beckman, L.S., dated March 2018 and last revised December 22, 2020; and, the'Planning Board supports the issuance of a Certificate of Occupancy for this building. Please note that the 37,750 sq. ft. storage building (aka Building A) has not been constructed and will require a final site inspection when completed; a site plan approval extension will be necessary if site work is not completed by January 2027. Additionally, the Planning Board allowed the,following as-built changes to the Approved Site Plan as shown on the as-built plan dated March 2020 and last revised January 5, 2024: • Relocation of two (2) ADA compliant parking stalls from nearest the entrance of Building A to nearest the entrance of Building B; • Relocation of front yard fencing and entry gates to secure the site in relation to the location of Building B: All fencing must be compliant with Building Department rules and regulations; • Activation of an internal cross access driveway to SCTM#1000-96.-1-1.2 under the same ownership (North Fork Storage LLC). NFSS#9 Page Two April 3. 2024 Please note that there are ongoing site plan conditions. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior-to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, James H. Rich III Chairman cc: Michael Verity, Chief.Building Inspector Michael Collins, Town Engineer FOUNDATION ----------------------------- Maur E4, ice• .� MlV I ROUGH FRAMING& m MAN PLUMBING 1ryry '� , WA M- 16 ADDITIONAt •Mr.WE iARFS TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only R � C PERMIT NO. Building Inspector: DEC 2 3 20Z1 ID BUILDING DEPT. `<;Applications and forms must be filled.out in their entirety:�lncomp'lete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant'is not the owner,an Owner's.Authorization form(Page 2)shall be completed. - Date: OWNERS)OF PROPERTY: Name:North Fork Storage LLC SCTM# 1000-00\ n— Project Address: 65 Commerce Drive, Cutchogue, NY 11935 Phone#: 917-526-2242 Email: ms@goodfriendstorage.com Mailing Address: 137 Riverside Dr 6B, New York, NY 10024 CONTACT PERSON:' Name: Marc Slayton Mailing.Address: 137 Riverside Dr 6B, New York, NY 10024 Phone#: 917-526-2242 Email: ms@goodfriendstorage.com DESIGN PROFESSIONAL INFORMATION: Name: MV1L12S ._1cpV1�l/1 QI -,...__... .. ,_m_...M............_-...... ._._.._............__ .,.. _........ ...w..-.. .__........... Mailing Address: Phone Email:" t i _ um sgbIn— _ CONTRACTOR'INFORMATION: Name: Jayeff Construction Corp c/o Bob Zoller Mailing Address:2310 Route 34, Suite 1A, Manasquan, NJ 08736 Phone#: 908-872-8118 Email: bobbyz@jayeff.com I-DES'CRIPTIONI OF'PROPOSED CONSTRUCTIONt )4New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $ 6,�00 _ Will the lot be re-graded? Xyes El No y Will excess fill be removed from premises? ❑Yes NO 1 N. 1NF0 Existing use of property. Intended use of property: Fad'k(j,'k Zone or use district in which premises is situated: S�A e i the any covenants and restrictions with respect to ths re property? Dyes l8lNo IF YES,PROME A COPY. X I�Sw` Chapt ON IS HE 0 of 216##�;TdiiM CW&_AYMCA-n HEREBY "044,1 pwt gzdm, 'to '6" manteo e Town 9u" u. X616� i and other apptrcalile!alas;Oidinatiee3.'ot Regulations, housing wde and reguladons and.to adm�authorized inspeitors;gn pteinisQs atd�b�uldiiig(;i�for necessary iiispectioiic.False staT�nt's�oiade hene6�are;='`; Application Submitted By(print name): Marc Slayton DAuthorized Agent 0X0wner _ Signature of Applicant: Date: 12/20121 STATE OF NEW YORK) SS: COUNTY OF—Hudson Marc Slayton being duly sworn,deposes and says that(s)he is the applicant Name of individual signing contract)above named, S)he is the (Contractor,Agent-,Corporate Officer,etc.) f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this pplication;that all statements contained in this application are true to the best of his/her knowledge and belief;and hat the work will be performed in the manner set forth in the application file therewith. Sworn before me this 20thday of December 201 Notary Public Sarah Amaya T1 N PROPERTY OWNER AUTHORI + Notary Public I caner) (Where the applicant is not the wne-1 'New Jersey 'Uy Commission Expires 2-3-2026 No.50150742 Marc Slayton residing at 137 Riverside Dr 6Q, New York, NY 10024 do hereby authorize to apply on my behalf to the To qf Southold Building Department for approval as described herein. 12/20/21 owdees sifKature Date Marc Slayton Print Owner's Name 2 BUILDING DEPARTMENT - Elec 0,,U Fat TOWN OF SOUTHOLD D Town Hall Annex - 54375 Main R)R PO Box 1179 9 .1 o Southold, New York 11 '1- 95AN - 2 2019 • Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(&_town.southold.nww -)L TOWN OF SOUTH07LD APPLICATION FOR ELECTRICAL INSPECTION "EQLJESTED*BY. Date, Company Name: a 5 f=--4,—_5 C_T rL 4 C_ Name: License No.: 1679 email. 15 S 16 LJ I z_) Ao L_ P Co Address: p � — Phone No.: JOB SITE INFORMATION: (All Information Required) 'Name: �Ik L-C- - Address: Gross Street: Phone No.: 4!9-3 0/72 Bldg.Permit 100 email: Tax Map District: Section- Block. Lot BRIEF DESCRIPTION OF WORK (Please Print Clearly) 6o,41s r&yc7rJ oL) Circle All That Apply: Is job ready for inspection?: YES NO ( R6—ugh In <!�j A�InaP Y� / Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required). Wo Service Size Q JP 3 Ph Size: / A # Meters Old Meter# New=Service Fire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead I—ON 9 Underground'Laterals 1 2 H Frame (Pole ) Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION p I�� Request for Inspection FormAs kr, BUILDING DEPARTMENT- Electrical Inspector - TOWN.OF SOUTHOLD Town Hall Annex- 54375 Main�Road -.PO Box 1.179. Southold New York V971=0959. . FEg 1'•- � ''��� : , Telephone {631} 765-1802 = FAX (631) 765-9502. : rogerrCa�southoldtownny.goy seandCa-'tholdt6Whn` aov. 0 APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION"(All lnformation'Required) Date: 1-25-23 Company Name::Luminaire Electric Corp. Electrician's Name: Shawn Krueger License No.: 37665-ME Elec. email:•Niki@Luminairecorp.com Elec. Phone No: 631:=345-9320, Ell reglaest an.email"copy of Certificate_of Compliance Elec. Address.: 40 Aero Rd-Unit.-#6:Bohemia NYA 1116 JOB SITE INFORMATION ,(All.Information Required). : Name: Good-Friends Storage' - Address: 65 Commence Dr: Cutchouge.NY 11935: Cross Street: .'Depot-Lane Phone No.; '90&872-4,493 Bldg.Permit#: 47632 email:BobbyzQayeff:corm T Tax.Map District: 1000 -'Section'` Block: Lot:, ti • BRIEF DESCRIPTION OF WORK, INCLUDE'.SQUARE FOOTAGE (Please Print Clearly): Installation of a•underground service,.New electric.wiring interior-exterior,.lighting., HVAC;. S uare:Footages. 54 000 .' . Circle All That Apply: : Is job ready for inspection?: YES ✓ N.O° Rough !n Final.. Do you need a Temp Certificate?; YES,:' NO Issued On :� �. Temp Information: (All info,mation required) Service.Sizea �/. 'Fh Size: 800:. . _ A. #Meters 1 OId Meter# :1 .Ph o 3 . [' New ServiceE.Fire ReconneotMFlood ReconnectF�Service.Reco.nnect2]Underground[]Overhead #-Undergroun.d,Laterals 1.;: ✓ 2 ✓ H Frame." ✓ Pole Work don.e:.on Service? ✓ Y Additional Inform atlOn:Pseg.approved allsite'work and servi.ce'installation.upon site meeting i PAYMENT,DUE WITH APPLICATIO U . co c 7 �, .32 ��►pis'13j----------------------------- �o��g11FFQ[,��0 Gy< BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD �y • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # q-? Date Lj�2023 Customer Name (oo0 f-Yit & G46e r(rL Electrician Name s 4' r.e, .mac, �,C Address (�S b �Gy e, may �jLftavu t Phone U 31 • •3y C• 'S a e-mail ob ¢. C IY N e-mail j LoY Om Phone Ci p . $'1 3 License# 3Will< Size_]5DO _A Phase _ Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is, i complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days om the date above. Authorized by F k BUILDING DEPARTMENT- Electrical Inspector' s � TOWN OFSOUTHOLD • Town Hall Annex - 54375 Main Road - PO Box 1179. GO ; Southold, New York-11-971-0959 Telephone (631) 765-1802 -FAX (631)765-9502 rogerr a(b"southoldtownny.gov-- sea ndia7'southoldtownny:gov N� APPLICATION FOR ELECTRICAL INSPECTION Ef-ECTRICIAN INFORMATION (All Information Required) Date: 1-25-23 Company Name: Luminaire Electric-.Corp. Electrician's Name: Shawn Krueger License No.: 37665-ME Ele email:Niki@Luminairecorp.com Elec. Phone No: 631-345-9320 1 reque an email copy of Certificate of Compliance . Elec. Address.:t 40 Aero Rd Unit#6 Bohemia NY 11 JOB SITE INFORMATION (All Information Required) Name: Good Friends Storage Address: 65 Commerce Dr. CutpkKuge NY 11935 Cross Street: Depot Lane Phone No,: 908-872-4493 Bldg.Permit#: 47632 email:B aye .com Tax Map District: 1000 Sectio lock: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):. Installation of a underground service, New electric wiring interior-exterior, lighting, HVAC, Square Footage: 154,000 Circle All That Apply; Is job ready for inspection?: ❑. YES❑✓ NO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF%/]3 Ph Size: 80.0 A #Meters 1 Old Meter# n New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect ✓❑Underground❑Overhead # Underground Laterals 1 ✓ 2 .✓. H Frame ✓ Pole Work done on Service? ✓ Y RN. Additional Information:Pseg approved all site work and service installation upon site meeting PAYMENT DUE WITH APPLICATION all ?4�04 4 4860.0 P C PERMIT # Address: Sv i-rches Outlets %lG'-k 1 ?3. GFI's S Surface —I Sconces H H's UC Lts Fans Fridge 111 .� HW Cf Exhaust ? Oven -� WAD Smokes ( ' DW Mini Carbon Micro Generator Combo Cooktop Transfer Service AC AH _ Ho �!O Amps Have Used rs C � 'C Special: Comments / 0-Pj 2- �� T 4 /J- D ���� nP\4, OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex Ulu, . P.O.Box 1179 54375 State Route 25 .,�► Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) ,,Q as ? Southold,NY a •- Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD l January 12, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Site Plan Approval: North Fork Self Storage#3 65 Commerce Road,,Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolution was adopted at a meeting of the Southold Town Planning Board on January 11, 2021:' WHEREAS, this Site Plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq.fit. which includes a 300 sq. ft. office;and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic, the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on April 6, 2020, Martin Kosmynka submitted a portion of a revised site plan application; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on August 3, 2020 and August 14, 2020, Martin Kosmynka, owner, submitted additional site plan application information for review; and WHEREAS, on August 10, 2020, the Southold Town Planning Board accepted the application as complete for review; and North Fork Self Storage#3 Page 2 January 12, 2021 WHEREAS, on August 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and WHEREAS, on August 15, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on September 14, 2020, a Public Hearing was held and closed; and WHEREAS, on October 20, 2020, the Suffolk County Planning Commission (SCPC) provided comments regarding the proposed action; and WHEREAS, on October 28, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on November 13, 2020, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on December 2, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and WHEREAS, on December 2, 2020, the Southold Town Fire Inspector reviewed-and ; determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on December 4, 2020, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, at a Work Session on December 7, 2020, the Southold Town Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on December 7, 2020, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on December 22, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference#C-20-0011 for"Mini- Storage at 18gpd"; and Noith.F6rk Self-Storage#3: Page 3 January 12. 2021 WHEREAS, on January 4, 2021, Martin Kosmynka, owner, submitted a revised site plan, grading &drainage plan, photometric plan, and SCDHS plan for review; and WHEREAS, at their virtual work session held on January 11, 2021,the Southold Town Planning Board reviewed the revised site plan, revised photometric plan and the approved SCDHS plan; and ; WHEREAS, on January 11, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 11, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Warehouse Mini Storage as a permitted use in the Light Industrial (LI) Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "North Fork Self Storage#Y prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020, and authorizes the Chairman to endorse the plans listed below: Sheet 1 —Site Layout(dated 3/2018; last revised 12/22/20) Sheet 2—Erosion Control and Planting Plan (dated 3/2020; last revised 12/22/20) Elevations—Building A (dated 4110/20; last revised 8/12120) Elevations—Building B (dated 4/10/20; last revised 8/12/20) 1st Floor Plan—Building A (dated 4/10/20; last revised 7/29/20) 2"d Floor Plan—Building A(dated 4110/20; last revised 7/29/20) 15t Floor Plan — Building B (dated 4/10120; last revised 7/29/20) 2"d Floor Plan—Building B (dated 4110120; last revised 7/29120) Sheet SP— 1 a Site Lighting Plan and Details (dated 4/10/20; last revised 12/14/20) Conditions 1 All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material. Any change in tree or landscaping species must be approved in writing by the Planning Board., i North Fork Self'Storage#3 Page 4 January 12, 2021 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name:f"' /'a 'fP Applicant Si9 nature14 Date: '2 l OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex QF so U P.O.Box 1179 54375 State Route 25 �N\ �y® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �. �p Southold,NY � � Telephone:631 76b-1938 www.southoldtowzmy.gov CA Cou I PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 6, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Extension of Approval -Site Plan for North Fork Self Storage#3 65 Commerce Road, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 5, 2021: WHEREAS, on January 11, 2021, this Site Plan was approved for the construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and; and WHEREAS, on March 25, 2021, the applicant requested an extension of site plan approval with the knowledge that the approved project would not be completed within the eighteen month site plan approval granted; and WHEREAS, at a Work Session held on April 5, 2021, the Planning Board reviewed the application and determined that the Site Plan remains in compliance with current rules and regulations; and RESOLVED, that the Southold Town Planning Board grants an Extension of Approval with Conditions, listed-below, from January 11, 2021 to January 11, 2024 of the site plan entitled "North Fork Self Storage#3" prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020. NFSS#3 Page 2 April 6, 2021 Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect,the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. NFSS #3 Page 3 April 6, 2021 If you have any questions regarding the above, please contact this office. Respectfully, rC Donald J. Wilcenski Chairman Encl. cc: Building Dept. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex o�S�U. P.O.Box 1179 54375 State Route 25 Q �f�O Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) a Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 6, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Extension of Approval -Site Plan for North Fork Self Storage#3 65 Commerce Road, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 5, 2021: WHEREAS, on January 11, 2021, this Site Plan was approved for the construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and; and WHEREAS, on March 25, 2021, the applicant requested an extension of site plan approval with the knowledge that the approved project would not be completed within the eighteen month site plan approval granted; and WHEREAS, at a Work Session held on April 5, 2021, the Planning Board reviewed the application and determined that the Site Plan remains in compliance with current rules and regulations; and RESOLVED, that the Southold Town Planning Board grants an Extension of Approval with Conditions, listed below, from January 11, 2021 to January 11, 2024 of the site plan entitled "North Fork Self Storage#3" prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020. NFSS #3 Page 2 April 6, 2021 Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. -Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. NFSS #3 Page 3 April 6, 2021 If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF Uj, SO P.O.Box 1179 54375 State Route 25 O�``� �jOf, Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) O` Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov G 'Q, :off° PLANNING AOARD OFFICE TOWN OF SOUTHOLD April 3, 2024 l5 l�? E . APR 2 2024 Mr. Marc'Slayton 137 Riverside Drive, #6B BsF9z•.. „��:�_, rt� �k� New York, NY 10024 Re: Approved Site Plan for North Fork Self Storage#3 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Slayton: The Planning Board has found that the requirements for the 53,800 sq. ft. storage building (aka Building B) of the above-referenced Site Plan have been completed based " on the January-22, 2024 Planning Board work session and the subsequent site inspections conducted January 31st, February 29t" and March 26, 2024 regarding exterior lighting. This building is in general conformance with the approved site plan entitled "North Fork Self Storage#3" prepared by Kenneth H. Beckman, L.S., dated March 2018 and last revised December 22, 2020; and, the Planning Board supports the issuance of a Certificate of Occupancy for this building. Please note that the 37,750 sq. ft. storage building (aka Building A) has not been constructed and will require a final site inspection when completed; a site plan approval extension"will be necessary if site work is not completed by January 2027.. Additionally, the Planning Board allowed the following as-built changes to the Approved Site Plan as shown on the as-built plan dated March 2020 and last revised January 5, 2024: Relocation of two (2) ADA compliant parking stalls from nearest the entrance of Building A to nearest the entrance of Building B; • Relocation of front yard fencing and entry gates to secure the site in relation to the location of Building B. All fencing must be compliant with Building Department rules and regulations; Activation of an internal cross access driveway to SCTM#1000-96.-1-1.2 under the same ownership (North Fork Storage LLC). NFSS#3 Pape Two April 3,2024 Please note that there are ongoing site plan conditions. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. )Respectfully, James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer C, I-P. ol H .10 ..'1 �' TAK- A. 25.00, SECTION A-A d5l q. A E...EBSI cld� LIEE.�--CURB\ SEPTIC DETAIL ON SE TIC TANK 1\ EBE ys DETAIL .A c.- A4`7ALT-A�P-RON T-p- SnT.NP.I TO.W.11 A Mc IKEY MAP A PLAN SYST.'N. SRI.. All I eav --A-SF±iA Li-A R R 0 N-QEIA L- TOP M(41.0) 6 cmi D'(I-IRC BATES) T.N.2 -0'(ENTRY CATES) -1.I.-ARL LIZvC -2 'D, I-11Z. R"T 2 �--1 -p '9 RITA Y LEACHING OOL"- -41,3) EN111 TIAE I CLEAN SAAD AND T ti :T.. IT TOP (.1 ) *,P Ll V.CTI ------ TOP EL.(41.5) DATE S.P-/ TIVERED 10, EXISTING CHAIN LINK FENCE GATE NFRY 0�11 D.. '.0,41", .11 11PIRAN.-.P EASEMENT IPAIC\ 3 re PC4. JP\ IT (4zo) AT-IN R 0. PA. (wi A.-A- FSTN.. 1) lOP I log I .... ... ILD. -- , • ................ ...... ..... . -.4 �42.15) DRYWELL coMsREU SYST.N.I ENTRY 'T 0 SYST.NJ.4 IN E I.. D.W.0- ....... (42.1) IT TO, 4110 SYMST. I TOP 0-(41--) 1 .... ... ....... 4 43 D V.. do.- Q.6 ... . ....... ...... ........... . (42.1) .... . ... b LEGEND ............. gyp. ................... ....... ..... ....... r .... ..... .... IS ♦ ......:.�. (41.) ... . ... ....... ...... El TEST HOLE SYS1 N.7 ... . .... NOTES,: ........... 1.THIS PROPERTY ALSO INM AS LOT 3 ON TOP EL-01-- ........ MAP 0 NORM FORK INDUSTRIAL PARK, 2.DICK 54ALL BE NO ACCESS TO DEPOT • .......... LAN[ ..... ........... .......... ....... 3.STORAGE SUIWIN S 00 NOT CMTAW ..............%'..*. ..., 1.1-C-M.1 OR SMrT.1 FACILITIES. . .... .. .. ... ........I.......... .. ..... SANITARY CALCULATIONS 4.SOLAR PANELS 70 BE INSTALLED AS D PART Or P IASE 3 ........... 5 MERE IS NO GAS SERVICE PROPOSE[FOR THIS SITE ... ........................ ....- ...... • W 11M •21N3 11L ARAANNT 4; f ..... ..... ...... ..... ....... ... ..... .... . ..... .... .. /41L ................... ....... ..... . . . DRAINAGE CALCULATIONS ............ PAOYGE Ol UPPD Dpr-6-,i3p. ................. . U- cu.11 .. ............... 11 IP, I ter\ .. .. ... . ..... .... pppoVD"y t-A"V41-G,'i Sr.�,A -- A I--c DJM - 'CLUMP .............. Dh A'.-rw II) I.-Il 11 ..... . . . S 1�21W7,1,1 2/M11.14r.11 A IT 1111 ICO.;APT 2 ...... ... ....................... Al =-AD PRO, AT D Ml-1 11 isp-B., SIANDA ................... 12 1.1 11. INT. 0 .......... T-10 I- 2PI 11. 11 ESTIMATE OF QUANTITIES al�; ON-1. 1- A 1 .1. IT .. . .... CoRN CSIGAC C.... 702 L.r. ...... -,A,P.. RECEIVE 5c i"'] 1_ CONCRETE CURSING S,IT,A. I IP2 ASPHALT P-B 50.009_.9j,A,.p 11 Yll. III I All CA, NALKS B35 B.I. ..... . ....... 1ENCING 114 UN.FT. 11 I-All N.� DIMLUS SCC DTtAI"AGC CA LSS. ........... A M�NT-.G Ag;Al�l.l 112•- IP.11 '/'.', ." lb Zll-lll.nJlli WIL rl.A.,11 SITE DATA ........... FLOOR AREA V TIMES 45.775 S.F. ..... ... ..... AREA OF SIX lam�ST. ... ,p 4111 065MVMmcc DRIVE.ac I. TO AREA OF SUGGS 01,550 Si. 1.BOX III. "25'L-12O.23 Sr. GUTE.GGUE..1"IL's TOTAL PERCENT O�LOT OCCUPANCY 6B.Z M AREA OF LANDSCAPING .621 S.F.CK I.I. 21 AREA OF BUFFERS GES ft" N 3"9 F ease PRELIMINARY SITE L�E OF IAYIG S.F.. :'I' s� A P�T�,, SCHOOL MAnlUCA A CD r, .,STRICT POSTAL INSTINCT CUT ROGUE IRA R DISTRICT C..1 NORTH FORK SELF STORAGE-113 -11- ST..,.-190 P-AA'. FIRE DISTRICT CUT.-E C.. CUSTUAIED AT A--A TYPI 'HALT PA�EmiTOTAL PARKING RECUQLO 1.SPACES TCHOGLIE IC, TOTAL PARKING ROVOCO , PACES -TKNI EXIS IG-IG LI TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK P:�a22 21 %1,1 11 USE PUBLIC STORAGE S.G.T.U. 1000-B96-01-1 3 • PREPARED 'REP. PARKING REQUIREMENTS A. rwzTH_H_I3E_Cja�Aa__LLS, MART N K0SUYRKA --,-V.i-00�3 SPACES SU-sG A C.D.B x 94G OFIIGE SPAC -36o sr.- FIT S L1,250 Si. ........11 LAND PLANNING P STORAGE SPACE COUNTRY MAD R TOTAL -IM lLSZ&CL5- UTCROGUE,N.Y.1ID35 P11111 SP CIS REOVNED-94 SPACES BBBE'. TIA RIDGE.N.Y. IDLIL .-.- M.Du 11 TOTAL SPACES PROWDED- SPACES -n "ON BY R. "'. -D GATE,LARCIR .1 KNIT A OA 11 A..CAT. ROLLED ASPH. CURB DETAIL I RAARNG.BSI-561 I.00 No. I qw. I Er 2 1 0 -RATC JtE 1 2 S-a-mc. a I I i I LAN'fING SCHEDUL_E �:u`xryT rd¢..c[rx¢rs �� �` ® �A Lg m /� I sQ )In•-r cumin -25.00' C� mD✓RPD DacwoD caDll :Rµ'�sscnP[. �y 4�s•wv rn c.Ao c a C n \� '':` e t 21.03' Q� g ID.sus.e[oz" i e otx[x Rr. 00� D RR WID-1. nwv IrtA[d.1-11 v"xsr¢s sll,u TE As P[v°n "oPauKo LCU,E yc, ¢un J Le'Nn cawAcrm wDdw. L°-v J PROP.S 1 I N(T%AID TOO NE IRTD FOOT f O �sr ASPNAIT I °„[�ow S,E APRON FVFR fl FN TR E Ufvf1000US_TITE °jq\° / r S PLANTING DETAIL \ p f l,yi, s V p KEY MAP NOTES- WD .x FE TO w._O,ux cam\ \ A 1 PROP. \P wn� w n I •L' cagsmucnbN ��/•• I 4 ENTRANCE \ \_ rA>w Sou rcd m xo vo'r nux 2oa 5, c. M�M1ICPONA IdY1.CauIINN wOmW,�rL ID^a way*c uxxc ` `Kc,err.-A � ss ♦ d P�'"" /d \ H!'I019 GRADE CONCRETE WASHOUT AREA sDSw'iw \\[� � +`� 1 cPd �/(< ' —TOE OF y uAN—A�Y IA-;TEADAT \!` • ! A �$ \\' f rrNs.rm+as.Dgw)d LABus NA,L m.[ / • BaD IrvucOm.n w vnur a nc s....,. ='- _ i 11 °Rm. ' Otq�OP. `'° ���' °o °p°p ro"a,s OF�qPm� M•"o 11 L 12,PAR•� \ O• 6j 'Yi O 9 IW.D• -__v l� A�Cry`Asi A N rzL n n r°.[ass[i°A'.,TITIOD d A Lnt TEST v sr RDryDo sr \ •°�\ P'r Yp LEGEND ^.y COVERED ! \ Sri RODR CE Z. [NRiY .^)`\ °r 01ER I \ \ EXISTING -,L E[ISIINO TREES ! \ !1`O. ♦\ 20'TY ` PROPOSED 3-.•BWE SPRUCE fir/ \ \ UTILITY T� ' .+•rxu.v.. �•� s Ayie+ do �! ♦ /' \\ EASEMENT c+_'a PRDVOSCD SIIAOE TREES 2 1/2'-3'CALIPER oS01 �O�s ! OTo��` _�'�'' ' � \♦ ♦ /i• SILT FENCING AROUND STOCKPILED FILI. �,5 �D' b f'`¢`� °\ \ '-g�\LP. "r;���z p y f♦ y� �w�y� " 2o.D• \ 1, COVERED O \\ \♦ ... e. / jAo I /..:..'�Q' uEcr° \ \ .s'° S / �. ,)II °�s�5F5•�y.1 i "e9:.':.. ..E:'.':.'.'. ".gi.,.� \ /O, T I .q0' I \ M1 Le\p Q�S•/ :. yPj...: ..[nSt,ice,, / •\ .s,`� 4 .'.IYt.. cr \\ �D / .'.49: ...�.... ....Lp . 9x.Nc' ♦ R o°ac�:�rzx%SECEwn:TO ♦ ..t .. .�s.`.\4} ,It '"' ..'.id.'.'. \....;. .,.F. :.:::: FORA 1 ,xnNn Nx[rda I TO w 0 n5 arrirx°n°�`I vn�J.y�y,BPaIT OF rnml: :.tqc'.'.:..�......... ,ncm rd scwM,D D[TM[DrD u,x qn d.a lm.) 3% .L. ..\n. .. '®:.'.'.�.j... ... ...:' :••:'::..........:...:...' / •n `" / J .. ...':..'.'.'.....'.''.....I... / f oar xR ---- '. !�f /,s-�-- .b .. l ,/ "' Est .i �- -7 / APPROVED BY ' I 6•,'`�/' PWINI'AG BOARD \FA� I ,/ ¢6O1 d'♦°// TOWN Of SOUTXOLD / IAA----" % u p•!d/ DATE 2 as oa I--- . - .... ....'°O ', /.P CC oxNER: >" 65 COVNERCE DRIVE,LLC Re�4-25'L.120.23' .f�•°' , P.D.BD%116 y JO /, J/ • CUTG1 WE.NY II935 � s LFg /N 2 EROSION CONTROL AND PLANTINGI=PaN �T � DWG ���' / ap .¢, °.,�, NORTH FORK 51SELF TSTORAGE ir3 m TEN ')'w cdc ww TTOW— / CUTCHOGUE _n¢ D n,r.mr...0.mD.,D n.cwIT / TOWN OF SOUTHOLO.SUFFOLK COUNTY,NEW PORK AL 101-TTEW- '% S.Gi.Y 1000-036-01-001.3 - 55V ntMS Nl > _ •s ' PREPARED flY: PRCPARCD FOR: 1 ,nrD n.vw OA. N E7'H N RFCK t xE N MAl\J,.-L.S. MARIIN NRt4ttlRA // SURYEYING AND IAND PIANNINO P.O.BOOT gc6 IOTA IIIDOIL COONYRY ROAD NTC110GUE,N.Y.11,35 Aw.nn�Dx.w,xIo•x mm� .Ov N, ' •n,1 y \ R,OGR.N.Y.110A1 RR AnD xrMn V,w,xwm wu¢.[..nw•m 1 IY L4.!' SCAIL:1"••20' TCN4dON5: ORAM^1 11 �•, ,mm� AN STABII I7ED COX ST$ILQ14N_ENTRANCE DETAILS / DATE:uARCN 2mo ¢n'sN -ECI¢CD Dr: "a -- DRAW.NC:BBI-Bm, JOB Nw 0)0-2018, SHEET: 2 OF 2 co All, /\Yl C11c, Do. 2 1.03,5-00 SECTION A-A 4V A R OYE"ST. 8 Bww CURB 0 STRUCT PROP. SE TIC TANK 5 APRON TOPSOIL xC AWPHA-LPT-S'PORON SYST.NO.III TOP a-(Q.3) XP— ON, . KEY MAP PLAN :TNN AN -&SBEAJ—TAPRQN-.DEj6L[L /y51 I?'- (FIRE GATES),G LT N,2 It. 09 ENTRY CAMS) P, A, O-Pir.SPING GATE -..,A AN. NC-PN PE E-(- OF-AND-L ;7�141TARY LEACHING POOL P� IN]P-..A.==-P 42.3) IPA.. T. OA UP (41 cl �SYST.N1.12 TOP EL(41.5) AD A,- GAR srp.p-,-/ PC .'OP -Ppopt-GD S? 3 OYMEI) '20 4sr CHAIN LINK FENCE GATE Ow, EXIS71NG A • 20'WIDE TOO. 4 0 UTY HEALTH PCHL-II-L-.1 UT, A, EASEMENT TO �45, 9 - A. Awro TO GE ol I g CL (41.) (;i.Es D.W/ELOq qC. 1. ARDAD \(421) SYS. ... .. .. fo� (4 .. . ........... El. EL. ... .... V .......... ........ CO ED .. .... .... ...... DRYWELL W., ON SYST,N.I TOP EL(41. ND.10 ...... SYST.Ng 4 UP 0- 1.9 4 DX. .1 M:o ........... . ....... (4ZI) ....... x JSG. D.W.EL .... ........... MEET b EMST ..... .... . SM.Nat .... .. ........ ..... ... ....... ......... FOR,a- 4 All 4- "0. ...... ................ .. . .... ........... ............... .. (411 H, .1. ............ ...... .............. ........ ..... . ... . .. ...... ... ...... . ...... .. ............... . ... .. .......*... .... . . . ... ... ...... .... .............................. ...... . ..... .... . LEGEND ...... ........ ...... . GA-L .. . . ..... ..... (APT A, D.N.EL TINTO L,j -RIAN—P. .... ...... .. . ............. ... El H---c- ...... .. ...... .... .. . SYST.N . F TOP EL(Mll hLQTES. . ...... YST.N.7 ...... .... .. 1.THIS PROPERTY ALSO INOM AS LOT- .......... . .... ... T ... .... ... ...... ... .... ...... 2.U .. .. .... %: . . -,/e 114AP C�NORTH FORX INDUSTRIAL PARK. ............. ....... . ........ EP SHAM BE NO ACCESS TO CEPIGHT LXN J.STORAGE BUILDINGS 00 NOT CONTAIN PO rADC WATER02 SANITARY FACILITIES .... ... SANITARY CALCULATIONS PANELS TO IM INSTALLED AS ........ . .... . ... .. ....... A.SU_M PI.IA5 I ......... PART OF .': .,. . -OF S.THERE Is N GAS SERVICE PROPOSE[FOR THIS VTE. ... .. ... ... .... ....... ... .11-11-1 I'D-I— % All .1.D. 1..11 .......... /4& DRAINAGE CALCULATIONS ... ... .... ... .... . .... ..................... i�JA POP. ............ ... ....... .... .... .... ..... "In I z ..... . 1.111D EWEJ- T �pp "y PLANNING BOARD 1 -11 THAI T;C-TER 2UTN�U -/OR OA-—M-F., I I I;r 11 X P ........... 'A'A2. ... ....... "m WIt;XT A ... ..... ... ..... .. ..... IN D-1.1 D, A--........ !J 'A. ESTIMATE OF QUANTITIES ...... . CDC=k- 0 .... Pom C 11 ES-C CHREP G 702 L r. ........... RECEIVED EMER CURR -QCL\tTD 'NO NONE ... ... ..... . ------- .... .... AIRGE-1.1 ASPHAASPHALT P-NG 550.009 SO.FT. ..,., .. 7- , LT 835 IF. -.................... - GTO I,....... rENCNC 114 LIN.FT. .. . .... ........ . , '' .1.1 1 /a,H z:=C ALL D-1-s DRY ., SEE DRATNAGC CALC., • ... ....... q., ='RO TD...G YARR AswPLr A`ZA' V. "Al t I" SITE DATA ......... .... ....... OF NET ....... ... MCA OF SITE IF. . ...... .... TOTA AREA OF SLOGS. 91.5 S.F. S ..ECCC DIRK.ft.. AREA OF BLOW. 45.775 SF. AD CLITCHOGUE,NY 11935 i. A 2P2 110, ""' /TOTAL PERCENT OF LOT OCCUPANCY 28.1%SG. �ON 1% AREA V LANDSCAPING AREA OF BUFFERS ST.OR 36.6% /.AH, AREA P N DISTRICT IT PRELIMINARY SITE LX A OF AYIG N:N1 IF.ON Xn C&A, POS TAL INSTRICT GCOC WT OISTR:CT S.C..1 IT NORTH FORK SELF STORAGE-,P WE DISTRICT CLICHOGLE ROPT A_ Jr. FIT P, SWATEO AT IT. PARKING REOL"' SPACES PER �ENT lMR:N u NO'R DCD 94 SPACES CUTCHOGUE E'02'M MNING LI TOWN OF SOUTH'OLD SUFFOLK COUNTY,NEW PORK P C.T.M. IOOO_C9 �"CA` T USE PUBUC STORAGE N. FRCP-EO PREPARED ri BY, `K I A PARKING REQUIREMENTS KENNETH H.BECIOfAN, L.S. MT. '.' AND LAND ..... STORAGE SPACE-91.250 S.F.-TOM 1- �CRT ROAD UE.N.Y.I-S ,A .41.17 Vr.. "Al. 21V TT VJHCE SPACE 300 SF.-100�3 SPACES a4t AN I C'M`..... T", -- 11. TOTAL SPACES RECURED-9 AV, —G I-INIL1.1p.Yll..1.1 11 A.1 LF RIDGE.N.T.-R IOTAL SPACES PROIDED-SH!SPACES E� E.AL.. CREDIT BY: RHB ,oi;i .1-IT.1 A 1., 11 A. CURB DETAIL OFAMNG:BBI-6564 100 a-10856 SICET: I OF 2 2- SE nC rTANKD TAIL IT. DAA 0�0 33 r A 00 13 El�F q-3a SAP DiGiovanni & eeo�Pj qq'°' o '`° R_zSoo�Fo Associates p,L� Architects raf� sea cliff,ny 11579 fax(516)759-7138 oOl r Fyq PROJECT I Iq 2O LOCATION tE �65 FlEDq �� �gi�nR E R•Rt R \ E •Lc. .� `� �`�f r ]rA.� R `• KEY MAP FN rs =mom M. \ R E w \ .6 ISSUED R r� j vp°�w'" \ •, 1/29/20 TOVN PI.AlwINS DEFT \ _ y �'?.+ E°'0°;¢\�� -' mom, e'n• .��� t�� !t s " n.R 1Q7—'-- CE �♦ 4eR � F rqt I\ \\\\*E \ '•E 1. E%ISTNG R (5 \ \ RR zo'WIDE TIUTY EASEMENT \ E O \ BUILDING A \\ \ MEN- EO Q t11M STORAGE BUILDING 'R "lP.btR L g ry OM SP.bNYtOPt \ R \ G. f \ R \ ( vElw E \ R � 8 .•\ `off E vROPDSED�5TORY \ nlM sroRAse anLDING l \ 9p � �, MEET R 'Z •\\ . EXIST. N le- BIMD 91�TOT \ //4 d.ilb v \ E nn wvews..wrAe,T �..� \ •\ \ s •� �3 .ter\ SO• �\ I� /, \ / EiUiLDING AREA ANALYSIS �G�,F •�\ � / a x // I/13121 ADD BLD6 AREAS BUILDING A \ ' A \ \ ,// •_/ TOTAL 6RO55 AREA=(2)FIrS s 15015 sgRt=31150 SOL REVISIONS qr �. TOTAL NET AREA =50,135 so/Ft(IB b%Loss 1.tor) WILDIN5 B PZ2TWY OFOFT AAFHUT.RFRNSBER15 NLLBE TOTAL GROSS AREA=(2YIrs D 26.900 vwR!-53BC0 saw RECEIVED 'PIDX=• ,b p TOTAL NET AREA =45545 so/R A53%Loss f-tw-) (4NT LT0R 9lJU VEIW All.F0Df4WW AN) FEB DNMISAM SHALL BE RESPaME FOR PIED FIT 1t pF / FEB 04 2021 \ •,._, AFDO1ANTrc 17F TIECO7M TORF 9V11 lU MADE / .1.11.113 town WaECT ON It OF nE CQ,IRAGTglFORANY ERRpt Qt N pp a O TOTAL BUILDING A a B Planning Board Tp1�P • ra \ 0 •,._,� 6ROJ AREA =31'I50(bids A).53OW fbidy B)=91550 soht 9 TOTAL NET AREA =30.135 foldg A).45545 tbldy ES)=1b260 saw F �o Qom/ / 15.7%TOTAL Losz FtwWr North Fork Self Storage / ' 65 Commerce Drive P 1D,YNOpo-sErnov Cutchogue,NY Vert'oousL"�rFn .L\n¢°TTuc°mwom�onzoen¢sl¢Buv (\\ f / =�I�1ARCACCfp,CpFILTFOV OeMCY�D= PIU\T''EE N•�T//i C'011L'II00.50V R6gLLT�ip��, _ /,F / / �n�° LlHD4,T1:•JS,GUT4AE /y�µ`� 51TE PLAN q G �, F.T //� / ���\ TOnNOFSOtT110LOLU BY NDTC Wr°Oruatl°n SB0.1]1lR°d—dB�EfZrm'Ot) anoQoS1TE PLAN S P e 1 sf I OF 7 74.25• 00 PQ a �o o ��0 0 a w ��� DAA 1113 o� P `o�j DiGiovanni & Associates � I �`°49 nz °°L '�3' `� 1 Architects J' °o o CALCULATION 5UM?1ARY 1 D 2 / LABEL GALG.TYPE UNITS AVERAGE MAXIMUM MINIMUM 6 preston avenuesea Cliff,Fly 11579 (516)671-3624 •�0 PARKING LOT ILLUMINANCE F. 2.1 5.0 .01 faX(516)759-7138 I MD ° oa aD O oa Dn ° o� cD o O ° °jo oa on B y D I9-2O D D DD D DD DO GSTEBEDq o m n ° D Da oa D OD OO Oa ° OQ \pa n LUMINAIRE SCHEDULE oP � oa D oa o 0 0 on \ a ?~ °� TYPE OUANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LDD DESCRIPTION MOUNTEHE16H.loDOWPLEDI3Y 00 A 51N5LE ISI1 15.2 .76 76 RABWPLEDI3Y3,000KWALLOo ° ° On dDNPLEDIBY 11 B SINGLE 2,461 20.10 fib .96 RAB WPLEDIBY 3pOOK WALL oD O D i��01 D! w la n OD OD OD D Oa OD OD O RAB L LIGHTING LED MODEL WPLE0I3Y 3000K D / i_ o a ° OD oD o0 ou\o °D\ TOTAL LUMENS=51,411 (ALLOWABLE_.25p00/— 3.T2 oeros x.25p00=g3p15) 51.41I total lumens <g3p15.11.NDbie 15 5U E D WALL PACK LIGHTING FIXTURE; MOUNTED 12'-O' a o Dy� D \\`.l\ ABOVE GRADE-HOURS OF OPERATION / /J.4 laga0 TOM PLANNIN5 DEPT DUSK TIL 10.00 PM o w/pJ P 4 bd, RAS WPLEDI3Y FIXTURE ARE FULL CUT OFF TYPE FIXTURES ARE IDA'DARK SKY'APPROVED FIXTURE (TYPE'A-TYPICAL FOR I I I/! ! !!IJ \ n\ RAB WPLEDIBY FIXTURE ' �0-SEE ELEVATIONS) oa b \\ y�` .od D °! n oa o8 0° o`° \°n my- ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM INOTE, WPLEDI3Y WALL PACK on oD/ a iDr1�D] T c3•mD On D1 oa Oa IMOUNTE012-� t�-F,IAS AMAX 3&6 Fe T IXTURE h OD ENOb E�/!-- `; ba: yaks,a! o,��aq,�s�\�\D`a\\ v �u�t brJJo.� � 0\ \ f"1gf 1° \ ,- m�. / ERJILDING A ^ h '` a O 1/O.Y � PROPOSED]STORY LN� •�`� 1^ //��° \ \ � °;1 R° oe .: SCwg,oe� o (°Paln:T dd11 - `a n rlwci �iury \ L................— � EXmYEO LIGHT DETAIL _ NTS Pa/ oD OD oD DD on oa ° / +a� '�� � �a pp �^ PROPOSED 2 STORY ] I MINI STORs eDILDING O! ' \ ° ! �` aldoa Dr a •\ r...�ol Dn� \\\ 1 1 r! ^ �\�\,�\4 \ D Dn Dn DD"ADD,-D .+., � !/ e Dn D .fo%�P J �� D \ S0, \ �(�� •� DD D on oD OD \oD on eD b+\�..- a \ ° oD DD Da Da on / \ Oa 0a OD O D \ aD OD Oa pD OD .ss C / �FP � on\Oo oq o i a l oD Oa oa oa oD °\ \\ Da I2l14l10 F'ETt TOVdJ C.OIR•1ENT5 ID B\ REVISIONS Oa` DO OD d ' O OD OII:`On OD OD l OD OD Oa OD DD OD On + OD ° \ On O l `oD, OD a.\ rF e o Oo odeno1F ° MSE flNb A4E AN E61Raflrt(F YRhGE/up AFETIE ((�� \ a l _// I/ //�11_ FROFMf OF➢E AWATECT.N�Qa5 Y0LBE \ OM D OD On On OD dD OD ] A �\\VO 00 00 eD OD OD v- OD OD DO OD On OD �,,` ,a FROSELIf®. c �YY1I COMFAOPoRSWLVFRE'f/LLFL02FOR FEE ND D oD a OD en oD aD oD� Do oD on �ID on °° oD oD on OD 68 T�.. DPf#51Db N05WL BE fFStCl61&EFORF�DFR ' ] Da/ \ OS z+ Og REEE144FF rOMW Xl"I E91AL ERE MADE q g oo ea °° on OD DD OD Oa -'aa oa DD ° o oD on On .oa Oa oD Oa oa Dn °° oD oD oa ° RAB LIGHTING LED MODEL IK K BDWNB PANG OD on OD Oa�� Da OD oD oa oo`..oa on Di \o] ! /ot. a ,� + Oa OD ,uD DD On 00 oD oD On OD oD DD n,o' ��� WPLEDIBY 3000K WALL PACK o Oe °D o° °D °a as oD on oD oa °o m . \QO AIBOVE GRADE MOUNTED 13'-O' (y ° D DD OF On on oD Do °° oa o \ / DD DD on oa °° 1ca n HOURS OF OPERATION North Fork Q 6 o�'oa ° D RD Oo,OD o Da OD Oa oa oD oD on v DUSK TIL 10,00 PM �A. DO OD a oo OD D OD \ ' DD (TYPE'B'TYPICAL FOR Self Storage 00 oD Dd, a oD °° Oa Da Oa oa oD Oo 0o as oa OD an�•�D ° on o / � ! II-SEE ELEVATIONS) DD Oa OD oD O / OD On OD OD F OD O aD DD OD DD O OD OD OD OD OD OO OD ° D � / / RECEIVED65 Commerce Drive j� D D OD 00 OD OD OD On t'OD D 00 aD OD OD OD D OD D 00 OD Oa OD O /"! / - q aDDD o°n° Do°D° °Oa° OD ° °°D``o°a° `Da° D°a° O°D DD..O°n°"°oa° o°'D o°D° °D° °°° o°°a o°D°�DD �+�'R /"�•< /`=yb;,b NTED 1Fc a THE FIXTURE Soul�r Cutchogue,NY MAX.4.qgNOT MOUEDIBY FED C5 zoz— D a a D D`Da Planning Berd 51TE LIGHTING P LAN AND DETAILS oa OD oa OD ea oD OD oD DO on OD oD on DD Da a 0• // DD DD oD DD DD DD Do DD Do DD as DD oa � f'a°' / ♦j APPROVED BY e .j On OD O OD OD DD 00 Oa OD On OD OD DD Oa OD / /n '/ PLANING BOARD 5ITE LIGHTING PLAN TOWN OF SOUTHOLD ��`"' gnoao �(��j e� .4 '':•.ate oa OD R1.2 3� °D 0 O /�e? d•� DATE 7 �021 A5 NOTEEl OF D 4•, N /� .off° '� ' c,ac®n DD ® A 0 0 L�1 DiGiovanni & Associates Architects 1001-01 26 Preston avenue - sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 19 20 �G STERE 1 o m v n r I ® s rg GENERAL OFFI E AREA NVOPN I ISSUED L 1/79/20 70VA1 PLANNING DEPT f� ROOM MECH. ROOM e o o -\—IIL PAOK LIGHT FI NR^E o (SEE SITE LGHTIN6 PLAN FOR MORE INFO-TrPJ 03121 ADD 6L00 AREAS REVISIONS nFIRST FLOOR PLAN i,IESE RA*ME DGMK,IT M 5MM AV MFIE FROFEtrc OF THE AWATFLT.EFRNSKIIISNIL EF A-I EMLDING-A 5/30° rr-O° PROEFLRED. LOIRRAOTOR 91ALL VEREY ALL FEW C4M MAM DE ISM MD BK4L BE RE-AFOWLE FOR FED FIT AW CIt+W OF WOW:NO NLO QJU SHALL BE WDE ON TIE F TIE BUILDI5 A-Ist Floor Areas WAMT M5 PART.wWWCTORroaAmDmvRaa N TOTAL GRO55 AREA _005 -IA OCR =2J50Sq/ft -STAIRfELEV�OK 120 soffit North Fork TOTAL NET AREA =16,005 5q/.t 652%loss factor) Self Storage VED 65 Commerce Drive �— amp Cutchogue,NY 2021^ SoutfioTOYann Planning Board Ist FLOOR PLAN BUILDING - A APPROVED BY PLANNING BOARD 4/10/10 TOWN OF SOUTH OLD •.e a 1 till00 DATE Z`$ ZpZ� AS NOTED 1 OF 'I �D a DD ©L;A 00 DiGiovanni & Associates Architects 26 Preston avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 19 20 sZEH=_D,,q RQ•G,�O A D�DOCS O I 9f • 9 �- Dp NEW KDP 155UED 1/29/20 TCKN FLAWUNS DEFT I i i i I Dn i IA3121 ADD M06 AREAS REVISIONS n SECOND FLOOR PLAN iK'E PIA'b Aff AX D67R.l87f OF SFRNOE NDARF iN: A"� BUILDIN6-A 3r32"= 1'-0" FROFEW OF THE AwnEanxuGFFaaswLLEE CONIRMTORS AIL VEIM NL FEDOOtOMM M OSLRGIOIf RD SAL BE RESFP6W FORFlHD FIT A.,vam If OFM KN7 XLaVXE 9M BE WE BUIL0116 A-2nd Floor Arco ON THE EDW OF➢E COMMTOR FOR ARF MM OR WRWT ON Ns PART. TOTAL ER055 AREA =I6b15 sg/R -CARRIDOR = 3b25 sgfrt -STAI MT AF 520 soift sodt North Fork TOTAL ti�AREA =14.130 so/Ft(219%loss fcctcr) Self Storage RECEIVED 65 Commerce Drive FEo o 2ozlJ Cutchogue,NY �'tioulGUlc GSwn I Plann�n-_F:erd 2nd FLOOR PLAN BUILDING - A APPROVED BY PLANNING BOARD 4A0/ZO Ao u ®1 _ TOWN OF SOUTHOLD ^Te 1111 DATE `Z 13I'LU2( c A5 NOTED 3 OF T C.Y•nd oru..,er Jj e.euceo er DO DA o 0 DiGiovanni & Associates Architects 26 Freston avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 19 20 GSTEREO p��TO A.D�CA 9 NEW YOe'� ISSUED T/M0 TOM PLAINNG DEFT I I i ROOME01- W ROOM WM ROOM w I o c o `PULL 1.1 L16HT FIXTME o c (SEE SITE LICNn FLAN FOR FbI.E INFO-TYP) Ifl3/21 ADD BLDG AREAS REVISIONS ➢EBE RM AIE AN C6TRKHT OF SENILE ND AI4IW ERTY OF 111E AROFTEOT.PFRR'PROP 04M MU M PROSFLDfFD. n FIRST FLOOR PLAN COMWOR wa vowy ou nu M6M OH1EM 0FDEtanMTORORF�p WUMOE 1FRELT ON KSPARI. BUILDING B-Ist Floor Areas North Fork TOTAL E�R055 AREA =2000 za/Ft -CARRIDOR =2B00 sopt -STAIR/ELEVMIEOH = E605q/ft Self Storage TOTAL NET AREA =2:440 sgRt(a.SK loss Fatarl RECEIVED 65 Commerce Drive r—---- Cutcho e NY (— FED 01 202� >oucfioTo'lown Panning Board Ist FLOOR PLAN BUILDING - B APPROVED BY PLANNING BOARD I 4o000 n -1 0 TOWN OF SOUTHOLD /1/L11\l 2 DATE 2'�I�G�I A5 NOTED 4 OF 1 e. pp ©AA- 0 M DiGiovanni & Associates Architects 26 Preston avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 19 20 �T$1EREa P P��D 0.Di 9ci O jd 2 ti S B �A'FW YOPY- 155uED 1r-9/2O TOWN PLANNING DEPT hiE LL LEAH= Eaff 10121 ADD 13LD6 AREA5 RE V 1510 N5 ME RM ARE M NiTR,TENf OF 5EWU AV ARE THE RWMEN OF➢E AR MT.RFME ENTS FOL EE PRO%Ugw. n 5EGOND FLOOR FLAN MID&MOA �R � 'O'"4 Bl11LDING-B 3/32'= I'-O" Awa wOFW=1VML4DweESwu0EwOE ON TIE EER4F OF DE COMAOTOR FORAW EIWROR WAMTON N5 PART. BUILDING B-2nd Floor Areas TOTAL GROSS AREA =26!20 zafit North.For -CORRIDOR 4X5 soRt -STAIMLEV 520s4lFt Self Storage TOTAL NET AREA :22,105 solft(118%loss Factor) R—E Q—E-—PV—ED1 65 Commerce Drive Cutchogue,NY �FEB_C�2021 Southold o Planning OoarO 2nd FLOOR PLAN BUILDING - B APPROVED BY PLANNING DOARD TOWN OF SOUTHOLD 440/20 /,� re� ®3 DATE 'Z`S �2\ L�\l 1111 AS NOTED � 5 OF 1 o�uw.er uerxo a DD ©AA o In 0 DiGiovanni & METAL ROOFING,(VPJ Associates 4'-0'X-0"WNOOK II• HEATHER VANE(TYPJ Architects ---- IN METAL FRAME _ 13 AS SELECTED (TYP.ALL SIDES) N OH. H. METAL STAKING SEAM ElI'I 26 Preston avenue ROOFING(TYpJ "-- sea cliff,ny 11579 (516)671-3624 • ! Ii I i j y I ! fax(516)759-7138 TO RATE TO RATE lei �G STERpp4 I I i I I I I i ,I 'I I I I I i I i rDsd R I FL00 I ') TO FLOORP I I I I � I I' I. i! I I , I I I I I I i i I EL. 0'0' lip I EL 10'-0' �6 I II I I 9 I ' I I I I I I I• I I'I P TO Ist FLR SLAB li i' TO Is[FLR SLAB I I DATUM 2 q'-0' AT D uM EL.q'-0'I ISSUED METAL WALL PACK LIGHT 510IN6(ttPJ METAL LEADERS t lQ9/2O TO'nTl PLANNING DEFT 6UiTER6 40'-0'OL. FIXTURE(TYPJ (TYPJ n NEST ELEVATION A-5 BUILDING-A 3/32'a r-O'• METAL ROOFM(ttPJ I, NEA.THER VANE(ttPJ D , m, 4'-0'X 4'-0'WNDOW AS SELECTED _IN METAL FRAME +D B•. ".Al SIDES) METAL STAKING SEAM O 'O H HS •I' © ROOFINS(ttPJ ® . ILIJI j 3 TO HATE TO PLATE U 0 j I I .'N v T.3d�FLOOR f ! I TO.21d-BOOR v o mm TO III FLR SLAB TO III FLR FLAB Hg DATUM EL+0'-0' MWE: 0. 0 ! DATUM EL..O'-0' METAL WALL PACK LIGHT METAL LEADERS C FIXTURE(ttPJ GUTTERS 40'-0'OL. SIDING fttPJ (ttPJ n EAST ELEVATION WALLPAGK LIGHT LEGEND A-5) BUILDING-A 3/32"= 1'-0" A p RAB 6 LED MODEL WftED13Y D13Y 3000K WILL PACK LI6HTM6 FIXTURE;MOUNTED D'-0' ABOVE GRADE 17/14/]0 LFDATE LIGHTING HOURS OF OPERATION bAWO UPDATE ROOFS DU5K TIL I0:00 FM OYPE'A'-TYPICAL FOR RJ REVISIONS B O RABD1 6 6HTINLED MODEL WP THESE FLAISA� ERWF AN D6MENf OF S AID ARE THE LICHTINS 3COOK WALLPAOK FIXTURE;MOUNTED 12'-0' PROPEW OF THE ARUMT.HIMIO SIS KILLBE ABOVE ' �.GRADE FRO%AIfED. HOURS OF OPERATION CONTRACTOR WALL Vd'FYALL FIELD CCWBIOl6 AID OUSK TIL 10.00 PM DUE19016 AM BLW.BE REEFDI6RYE FOR FEUD FIT 12 (TYPE'B'-TYPICAL FOR 13) A1D(JIAMItt OF NMf WO RL"WE SHVL BE MADE 13 ON THE LBULF OF TIE CORRALTOR FOR ANY BNROROR ® METAL STAKING SEAM r j1 HEaWT ON H6 PART. METAL STAKING SEAM II,1}-Jfl ROOFING(TYFJ ROOFING(ttPJ METH` SIDING(TYPJ North Fork I I I ' O oil 3 Ir_ -13 3 3 �3 Self Storage I I I I TO PLATE TO PLATE I I, I II,, Ii iI f II I EL.00'-0' EL.�D-0 — 65 Commerce Drive II i1 I, j l l( II I m Ii I iI I r II, r I I ' c II I II ! I I I !r ! R— EC EIV_.E D Cutchogue,NY TO FLOOR TO.rcl " C42C21ELH O•B' ELO 5' FEB A a.� BUILDING - A ELEVATIONS l i;Il l II'll r!I i0 ! II l I R — I! I II I : ]It FLR SLAB TO III FLR SLAB I I' DATUM EL.q'-0' DATUM EL..O'-0' r IiI WALL PACK LI GHT WALL PACK LIGHT METAL � FIXTURE(1YPJ �I .. FIXTURE(TYPJ ' �1 � APPROVED(3Y SONG 4n0/ID . I tt( PJ PLANNING BOARD ATc Q-2®0 (a:) NORTH ELEVATION NORTH ELEVATION TOWN OF SOUTHOLD AS NOTE n DATE I I eA�e b OF l A-5 BUILD N6-A 3/32" = I'-O" - 'D`-5 BUILDING-A 3/32"= I'-O" � ?�Z1 p1"""OY jIT �(J la DD e � bwd ARCH I T ECT S Transmittal To From Dec 20, 2021 Southold Town Annex Attn:Building Sarah Rosenthal Department Arch Designer 54375 Main Rd Pro ed Southold, NY 11971 1 19014-North Fork Self Storage-GF Delivery Method Reasons ❑As requested ❑ For your submission ❑ For your distribution ❑ For your use ® For your review ❑ For your signature Comments Please see included attached the required documents for the Town of Southold New Building Permit Application. (4) Signed and Sealed Copies of the Plan Drawings. (1) Site Plan Approval Letter from the Town of Southold dated January 12, 2021 (1) Copy of the County of Suffolk Department of Health Services Permit Conditions Letter. (1) Copy of the Southold Application for Building Permit. Please confirm receipt of package-contact information is below: Best, Sarah Rosenthal 703-356-6771 ext. 108 19014 North Fork Self Storage-GF Page 1 hwdarchitects inc. Celebrating 30 Years! 800 W.Broad Street, Suite 400 Falls Church VA 22046 bwd A R C H I T E C T S Transmittal To From Mar 17, 2022 Southold Town Annex AftwBuilding Sarah Rosenthal Department Arch Designer 54375 Main Rd Pro ect Southold, NY 11971 1 19014-North Fork Self Storage-GF Delivery Method Fed-EX Reasons ❑As requested ❑ For your submission ❑ For your distribution ® For your use ® For your review ❑ For your signature Co_rnments RE: COMMERCIAL BUILDING PERMIT APPLICATION FOR 65 COMMERCE DR Amanda: Find included the updated Site plan showing the location of lot and of buildings on premises, relationship to adjoining premises. This drawing supplements the Suffolk County Department of Health Services Approval which your office should've already received. Best, Sarah Rosenthal , a !'v.�,•,r � .r.., 1. —� � . 19014 1 North Fork Self Storage-GF Page 1 bwdarchitects inc. Celebrating 30 Years! 800 W.Broad Street, Suite 400 Falls Church VA 22046 Nunemaker, Amanda From: Cummings, Brian A. Sent: Tuesday, March 22, 2022 11:51 AM To: Nunemaker,Amanda Subject: RE: North Fork Storage LLC Hi Amanda, That's correct.The changes listed below will be acknowledged during the final site inspection process as an as-built submission during the Planning Board sign off.These changes do not have an impact on the overall site plan. Thank you, Brian Brian A.Cummings,Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631)765-1938 From: Nunemaker,Amanda Sent: Tuesday, March 15, 2022 12:11 PM To: Cummings, Brian A. Subject: North Fork Storage LLC Hi Brian, I am reviewing the building permit application for the first proposed public storage building located at 65 Commerce Drive in Cutchogue. There are some inconsistencies with the Planning Board approved plans and the construction drawing submitted to me. The roof line has changed along with different type of exterior doors and their locations. In addition,they are proposing a 6' high chain link fence on the lot that is not indicated on the Planning approved site plan. As per our phone conservation,you had indicated that these changes are minor in nature and they will be submitted and approved as an as-built submission during the final Planning Board approval. Please confirm that this is correct. Thank you very much. Amanda iftnemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 Mejia, Evelin From: Andy Alvarez <AndyA@Jayeff.com> Sent: Wednesday, September 20, 2023 11:31 AM To: Mejia, Evelin Cc: Bobby Zoller Subject: [SPAM] - Permit 47632 Extension request Good morning Evelin , I hope this email finds you well! I'm reaching out to request a 6 month extension on 65 commerce rd, cutchouge or,permit number 47632. Due to issues with suppliers, we've lost time waiting for materials to be delivered and as a result fell behind on work. I'm happy to assist in anyway possible to secure this extension. Please just let me know if there's anything more you need! Kind Regards, Andy Alvarez - JAYEFF Construction ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Bunch, Connie From: Andrew DeSandolo <AndrewD@Jayeff.com> Sent: Thursday, February 29, 2024 11:11 AM To: Jarski,John Cc: Cummings, Brian A.;Verity, Mike; Bunch, Connie; Bobby Zoller;William C Foster, Bill Foster Subject: [SPAT 1 - RE:2/29/2024 inspection report John, #2 in your report says Engineer to certify work on elevator.What are you looking for here?We have passed all inspections for the elevator and can provide the documentation for that. Thank you, W. I Andrew DeSandolo Senior Project Manager j M 732.778.4653 ^ O 732.223.5320 �� �� C09� # E AndrewD@iayeff.com Y-EF FJA cONSTR'UCTIOW CORD WWW.JAYEFF.COM Jayeff Construction Corp. 1800 Route 34, Suite 403 Wall, NJ 07719 From:Visser III, Fredric<fredv@southoldtownny.gov> Sent:Thursday, February 29, 2024 9:27 AM To: Bill Foster<BiIIF@Jayeff.com>;Andrew DeSandolo<AndrewD@Jayeff.com>;Charlie Marino <CMarino@millbrookfireprotection.com>; robert@diamondsecurity2000.com Cc:Jarski,John<johnj@southoldtownny.gov>; Cummings, Brian A.<brian.cummings@town.southold.ny.us>;Verity, Mike<Mike.Verity@town.southold.ny.us>; Bunch,Connie<Connie.Bunch @town.southold.ny.us> Subject: 2/29/2024 inspection report Hello, Attached is the Building Depts. and my Fire Marshal Inspection of 65 Commerce Dr. Cutchogue.Ny. Items on the list are the same items communicated at the previous inspections. Hard copies will be personally delivered to the jobsite today by myself. -Fan shut downs to work with the fire alarm(first noted the same day of the Fire Alarm compliance test) -Certification of sprinkler system Hydrostatic testing and owners certification -apply for Emergency Responder Radio System (as noted on cover sheet of building plans) -exit signs to be in fixed position and shall not rotate(noted by the electrical inspector, building inspector and myself on accouple occasions) -all fire doors to be in the closed position at all times -all smoke detector covers to be removed (also noted on the day of the fire alarms compliance test) Plus Building Dept notes. 1 Bunch, Connie From: Andrew DeSandolo <AndrewD@Jayeff.com> Sent: Monday, March 11, 2024 3:20 PM To: Jarski,John Cc: Cummings, Brian A.;Verity, Mike; Bunch, Connie; Bobby Zoller;William C Foster, Bill Foster Subject: [SPAM] - RE: 2/29/2024 inspection report Attachments: Goodfriend Storage Cutchogue - Elevator Inspection-Construction-Completion of Work 3.4.2024.pdf, Solder Cert Northfork Storage.pdf Good Afternoon John, Blaise should have everything including the as-builts by tomorrow. I am attaching the remaining,items from on your list and all of the work on site has been completed including the extra bracing for the exit signs. I had reached out to Brian to let him know we are ready for him to take a look at the exterior lighting so that we can get his sign off for you as well. Please let me know If there is anything else you need from us.We are hoping to have a sign off from Blaise over to you any day as well. Everything from Freds list has been completed as well, aside from the BDA that is in the works. Thank you, Andrew DeSandolo Senior Project Manager M 732.778.4653 O 732.223.5320 E AndrewMaveff.com J AYE F F CONSTRUCTION CORE WWW.JAYEFF.COM 3ayeff Construction Corp. 1800 Route 34, Suite 403 Wall, NJ 07719 From:Andrew DeSandolo Sent: Monday, March 4, 2024 9:16 AM To:Jarski,John<johnj@southoldtownny.gov> Cc: Cummings, Brian A.<brian.cummings@town.southold.ny.us>;Verity, Mike<Mike.Verity@town.southold.ny.us>; Bunch,Connie<Connie.Bunch @town.southold.ny.us>; Bobby Zoller<BobbyZ@Jayeff.com>;William C Foster <bfoster.1949@yahoo.com>; Bill Foster<BillF@Jayeff.com> Subject: RE: 2/29/2024 inspection report Importance: High Good Morning John, i Bunch, Connie From: Bunch, Connie Sent: Tuesday, March 12, 2024 8:28 AM To: 'Andrew DeSandolo' Subject: RE:2/29/2024 inspection report John requires the certification of the elevator to be stamped and signed by a New York State licensed architect or engineer.We also need the Plumbers Solder certificate which is on our website.The plumber would complete this form and have it notarized.You can email both of these to me when completed. Best Regards, Connie Bunch Southold Town Building Dept. From:Andrew DeSandolo<AndrewD@Jayeff.com> Sent: Monday, March 11, 2024 3:20 PM To:Jarski,John<johnj@southoldtownny.gov> Cc:Cummings, Brian A.<brian.cummings@town.southold.ny.us>;Verity, Mike<Mike.Verity@town.southold.ny.us>; Bunch, Connie<Connie.Bunch @town.southold.ny.us>; Bobby Zoller<BobbyZ@Jayeff.com>;William C Foster <bfoster.1949@yahoo.com>; Bill Foster<BiIIF@Jayeff.com> Subject: [SPAM] - RE: 2/29/2024 inspection report Good Afternoon John, Blaise should have everything including the as-builts by tomorrow. I am attaching the remaining items from on your list and all of the work on site has been completed including the extra bracing for the exit signs. I had reached out to Brian to let him know we are ready for him to take a look at the exterior lighting so that we can get his sign off for you as well. Please let me know If there is anything else you need from us. We are hoping to have a sign off from Blaise over to you any day as well. Everything from Freds list has been completed as well,aside from the BDA that is in the works. Thank you, Andrew DeSandolo Senior Project Manager M 732.778.4653 O 732.223.5320 E AndrewD@javeff.com JA Y E F F www.JAYEFF.COM CONSTRUCTION.CORP Jayeff Construction Corp. 1800 Route 34, Suite 403 Wall, NJ 07719 1 Verity, Mike- From: John Diamante-Honan <john@bdasystemsco.com> Sent: Friday,April 19, 2024 7:33 PM To: Verity, Mike;Jarski,John Cc: Katie Stafford Subject: [SPAM] - Goodfirends Self Storage - North fork,NY Hi All, I am reaching out in regard to the new Goodfriends Self Storage building in North Fork;NY. We are the company installing the BDA system at this facility,we have received a signed contract from Marc Slayton and are moving forward with the system installation.We have been in contact with Fire Marshall Fred, and have confirmed all information needed for this BDA install. Orders are being put together,this is a process with a lead time especially with ordering the BDAs which are pre programmed with the specific frequencies.We are planning to have the system completely installed, programmed/tested,and ready for final inspections by mid June. I have seen in my experience properties in New York get granted TCO with the guarantee that a BDA will be installed within 3-6 months. Let me know if there is any documentation you may need from us,the BDA company,to help this out. Thanks all! John Diamante Honan Project Manager. el john@bdasystemsco.com c l 718.809.6800 www.bdasystemsco:com 4242 SW 74th Ave, Suite A Miami, FL 33155 x Stay Connected X x X X X ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 FIN. GRADE EL 42.0 TRAFFIC BEARING SLOPE 1/2" MIN. 2" THICK p F.F. EL 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER WEARING COURSE c.l. CO C.I. COVER EXISTING ASPHALT 3/8- DESIRED V19 N O /� /' _\ ROADWAY SURFACE 3/4 MAX PER FOOT / If II %Ar EL 42.5 / \ 1 FINISHED GRADE Y-rT,"y". �'J ,�" n �/� \\i\\\ \ \ \ \ \ \ \ � � MIN. - 2' MAX. 6 R.C.A. V '%/'� MIN. 1 4• i• 0 24' 24" .° , 't • . ': .'' ' • '?� ia 0 3 co 4` io MI EL 37.49 / � 'a' R .,�: ; L i �' -° • - • • / SSA 39.07 EL t 8"Nj• TRAFFIC BEARING uQUID LEVEL iv '� SAWCUT EXISTING V ., - 0 36.77 E� 4• " " O� SM PAVED O tr• 0P Q k.27 E ❑ 0 ❑ 4 ®1/8 PER FT. Q O ROADEDGE AS DETERMINED 'A �. m 4'INLET p BY HIGHWAY DEPARTMENT DRIVEWAY � � Q-�•�' =2rj,QQ' 37.1s PTO '90<< STABILIZED �• O ❑ 0 O ❑ 1 ISLOPE 1s' I C' SUBGRADE �O Q ,<C/ 8 L 21.03 '� 1/4' PER Fr. DROP TEE G 0 3 0*411. \ \ / EL 31.19 I OFA � �:l SECTION A-A / • */ '�e'.... Te O BACKFlLL WITH CLEAN SAND do GRAVEL 3' MINIMUM TO HIGHEST LII OJ ! �F I Cap � EXPECTED GROUNDWATER _ _ J ��Tc`''�` c) `' 3 9ti As�o .� REMOVE EXIST. SEPTIC DETAIL 8' DIA r-- GO / ��tiF � BELGIAN BLOCK CURB \ WI F PA M NT ,,off & CONSTRUCT PROP. 3 0� / �0 F,�,S / . ; SE TIC TANK DETAIL �"'� Gi. 5' ASPH. APRON I..: 3 .��"� 4 o o k, T, wqT (1200 GALLON TANK) U.. .0 FR w • I* 4 >o V Mq/N O_ . lt 1: TO N' 4j'� TRAFFIC BEARING P� -Ito TOPSOIL PROPOSED TOPSOIL ® Ao �'� Q" ,� C.I. COVER \v�0 I & SEED ASPHALT APRON & SEED '9s �� � A O� FINISHED GRADE 0 �P _ to SYST. No. 1 Q• G• "�""Q �lw o 0 n~-. 3 TOP EL(40.3) 41,3 (41.45) ' P`.� GP REINFORCED PRECAST � �Oj, .'PN kp• �'� A \ CHIMNEY (AS REQUIRED) FN $ W ��1 I O MINIMUM SLOPE REINFORCED `y p C: 5. 0 2S GQ P 1/8" PER FOOT � TRAFFIC SLAB 2F 8IN h *ate t �Q MIN. WI TH 24' �"�' G m _ _ _ ,,11 INLET NOTE: 41056 �~ u �` h o x En L. 2400 CLASS PI PE UM KEY M A P MIN. WIDTH 30' I '� 3 �►f w "� 40. 9 \ m o �L9L a o I FNC' -0 /o in N m rn r • w SCALE: 1" = 600' A I=m®L 300 SO. FT. o \ to PLAN O C.o �� t SYST. No. 5 �,. N ( 3' MIN. 4 TOP EL(41.0) L.P. COLLAR ®�®®C• MINIMUM 0 ASPHALT APRON DETAIL �25 J 4 2 w ®®L w Lu s 4/ 1 w ���®�� V w a. P 'sl G,p \ o_ �C�®®®®L IZ � ®E'�®®®®®� E+ w 15'-O" (FIRE GATES) S o. 2 r a o Rqp CVRe + ��J 9ss \ rnrn®�rnrnmmt_ `° 16'-O" (ENTRY GATES) y' TgPTEL(41.5 )4 L.P. �� ���c' , 42 CONS ( " 6' MIN. PENETRATION � { CONSTRUCTION ® � 8-0 DIA. (TYP.) DOUBLE SWING GATE � 0 4�, \ / 3 MINIMUM TO HIGHEST INTO A VIRGIN STRATA �5 x ® �_� W 9 sP ENTRANCE�2) EXPECTED GROUND WATER \ OF SAND AND GRAVEL N GkA .14 �� �� -) t� °, • o Ac`s �� T. SANITARY LEACHING POOL .t I 1 �4? //' D.W. EL cv � 4 lj' AD �W g GQ' ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL 1 42.3) �4? ) <1% �y WITH A 3' MINIMUM COLLAR _ O3 S * N R�PROP H.C. w - a K YP +NNI 9 SpgC � <__ � 1. A it � . _"'Its g Gy PRgA a o YST. No. ��► i4�. ✓no o & CA I' 4�, N TOP L(41 ) 8.0. `�J "< \ `P r e , \0 \ .0"\ L.P. "10 r / ^ �24 8 01 2) t� f O � `PROP. � \6. �O / 4/ PROP OKEYP�B� \ �O$ O 4-' 0 O0 M J/' / / \ 100.0, ` . "'c F sA \ 9i S� to / \ t 4? /� F `S' <� �6! O O GATE STOP I I x -% �[y/y� �/ \ ` 4 OP N(41.k y `p l� C sz/�4�� O/Sz 4-513 �4 - -N \ ~ R/ \ �0 6 'y9 �57 ?/GI CHAIN LINK FENCE GAT I I ENTRY COVERED / / +kti� /a s91 D. EL � �9-ti EXISTING N +�, / \\ v D.W.1 E� �`I'(41.3� G�� u�u E HEALTH DEPT. APPROVAL STAMP cu _ - - J Qo a- l \\ \\ z4 0, °' R, h �" Q�"°e�� �°• \ * EASEMENT O J y6 84 / / \ J *ati' \ / rn • kR' \4/, �i OPEN GRATE O iQ � k. x h ? / \ / \�\ ® Q V. \ (�� g0 qr� \ / FINAL GRADE WHERE APPLICABLE COVER4" CONCRETE (p ,- "O' �9 SYST. N6. 3 ar / D.I. \�I- ` _ i / a^ EXP. v�� \ / 0) >' 4 (® TOP ELl(41.9)/ (41.5) /N YST_ No. &, PRO . \;e L.P. CONCRETE BRICK WITH / O j Cv �38% / 4 T P E� 1.$) \�� ��/\S.T. .o , \ �\ - MORTAR & 1/2 P.C. MORTAR O � c 4 D.I. EL O / N \ \5e 0 ,p O \ / �� #5 BARS ® 6 EACH WAY 00 co � • / �O o (41.5)k11e • 1h. k \ �''G O \ \ L.P. O i 6" PVC ROOF DRAIN 9.0' �g /p � OQ � ^O D.W. EL + \ \/ ''�' PROP. y SEE PLAN & STRUCTURE •0' ,,6 � ?O � Q 'T (42.0) \ 0 \ /.. . . . 12" 2S SCHEDULE FOR MORE INFO. `r R` / N O �ki�O O / \ � P'-Z• L.P. \ 19 �� \ sy \ / is 0 Ld o 0 I O \ ® / / N O� j J co /ry a &I,15 \/ 9C? \ n� �' I STORM I ..) CD Cu \ + \ � \ O.WI E L. W Q� u o f \ �•20 \\ ►. EL O e,��6 v z I `-DRAIN I 3'-0" WIDE SAND & GRAVEL = 0 42/.1 / p O O�'T / �O \ O• • 42. \ / . . ' . . . ' . . . ' . . . . . . . . ' ' w Q ILL.Cr I: I RING I COLLAR ALL AROUND k N \( ) Q � J O. . '... I 0 h!!�_ '� / •O• \ \ / • w I " � / ' � �' \ ', . . . . . . . . . . . . . . . . . . . . . . . . . . twn I .. I 4 t 1 \ - m Ce tj' O /^ \\ \ O . . . . . . . . . . . . . . . . . . . . . . . . . . . L.P. / \ / J Crj 2 h I /'-*-*-*.'-'.'-'-*.' .*.'.* . . . * * * I ^ / �\ ^� \. 0.4 N \ �• • . . . . . . . . . . . . . . . . . . . . l IIII �" �/ Q \ .yp� !y GROUNDWATER N . S E:DRAINAGE`CRLCS: \ �g0 m 1� �Vf * "I " Q�" `� ,y4j �\ o�+ / �/ �41 \\ SYST. No. v 4 +""'_ D.W. ELF gP� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ••/ / �44\ ® (42.15) \ �) TOP �L(41.8�h1 NOTE ALL DRYWELLS SHOWN / 4 / / �� � � \ `k`ti''� ,Q� �s \ `k� . \ .. . DRYWELL TO BE EQUIPPED WITH AN 4, COVERED 4 / � �O, ��. Q OPEN GRATE SHOWN THUS "®" • ENTRY / _ -+ SYST. No. 1 9 \ Gti D�VN . . . `� . . . . . . . � . . • / / D.I. EL o -9- _ TOP EL(41. \\ SYST. No. 10 F h ( .R.). . . . . . . . . . . . � . . . . ./... . . . . . ./ / `� / / 9� a / (41.5) o T.H. TOP EL(42.1) `k�V \ . . . J . . . . . / . . . . i. / " a7 / ® , , ` \ Q . . . . . . . . . . . . . . . . . . . . ./ . . . . SYST. No. 4 / 4 \ . . ..�. . . .�..� . y. ��. / \ W TOP EL�41.9) R \ \ ® : . : : . : . . . . . . . . . . . . . : : . ./ . . . . . . // \ • Q / \\ . . . . . . . . . . . . . . . �.O.O. �O . . . //. . �\i// / \ ��� . • / ® D.W. EL. LIGHT # / I . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . .//. / // .O (42.1) To BE / R •co / . . . . +F:. . . . . . . . . . . . . . . . . . . . . . . . . i/ . . .�Q,'/� / \ �'�o° / REMov/dD ati� D.W. EL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . . ! \ 2 D.I. EL 35.0' / + (41.9) . . . . . . . . . . .� . . . .... /.. ' .' Z f � E. �.� / ` `+ / �Y 26 ® / (41.5) �QPG� // �-1 G p� / w,y . G 47.01 \ L.P.g36� D.W./EL / .p�� // I. (, 0J\ PGo�Pp ktib� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /�i� /// 3� 47.43 MEET (42 h) / o �` / �O F, 0 � xl / x I. . 6 � Vic, ro \ EXIST. / GF ��h �p 1 / OQO p�PGC\'&P, co /,l '�� OF . . . . . . . . . . . . . . . . . . . . . . .\ .i .,r /// /R�►�p�\ '°� 6°� . \ / / A55 4 Q '� / Q11 S� O-p�0� ��Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. /. / of '1 \ \ N / SYST. No. 1 aati/ r\\ � F\r+ / tiF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. / . / �� s �6 a / j/ / TOP EL(41.9) I. I �\ 5� ��F / ktih �.� . / \ �� 30.0' / a- QPGF`' ® R � �Op �pO // . . ... . . . . . . . . . . . . . . . . . . . . ,r.-. . . /. . // / \� � NE g \ �� : . . . E . /. ./ / 6, \ \ / \\ I R10�� - \ 45.0, / � \ ( h P�� / . . . . . . . . . . . . . . . . . x1sr. woo. . . / . . / Q � / \ L.P. ( ® 1 V r, z \ �O \ O .Q / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. .. . . . ./ . . // 47.13 / 555 . . . . . . . . . . . . . . . . . . . . . . . . . . . \ ,. / �l\+ . . u �•`o � � sP � � \ TOPTEL(4'1.9 . . . . . . . . . . . . . . . . . . oo . . . . . . . . . . . . / . . . . . . . / . // 47.54 . . . . N . . . . . / qcc \ / . . . . . . . . . . . . . ./. . . . . . . /. . . / _41 Cl Ti, 19 . . . . . . . . . . 6� . ® Q \ �• / / . ./ / Q EL. 43.9 try ?� . ' ' ' ' ' ' ' ' . . ' ' 45' \ / .� . .�'o / BY McDONALD GEOSCIENCE F,o .�� �a,. 39 SYST. O. 6 \ •R. 9 . . i./ + . .// / 12/4/2020 tt5 \ . . . . . . . . . . . . . . .\ . . .\ �5� . . . . . . . . . P EL(41.9) � //. . . . . . . . . a�\�''. . / \\ hl D.W. EL o,/ •Op .. � - _ i //' j/ MIXED SAND o `�/\1 . . . . . \ . . . . . . . . . . . . . . . . . �,5� k O (42.1) //. . . . '���'� �. `.y �.y / / 0,6 / LOAM, BROWN o . . . . . . . . .•. X\ . . . FNL' k1r \ . . . . . . . . F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q tx6 / SILT (ML) ri \.'............ .... `� \v. •. ` . . . . . . �Q �l �/,y� O I /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j�. 47.36 \. . . . . . . . . � • x. . . . . . . .\ �\ �' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ./ / �,� h� LEGEND : : : : : : . . . : : . �\ . ; ; : . .F/� . . . . . . . . . . . . . . . . . . . . �� ,�� J `��.ky, . . . . . . . :. :. ; . %. . . 47.70 . . . . . . . . . . . . �.\, . . G`q/�. po. . . . . . . . . . . . . . . . . . 2J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . P� SAND & c�q . . . . . . . . . . . . . . . .\ . . . . . . . . . ..k63 . el \. j�. . // Q� / 1•. GRAVEL o i• PROPOSED LANDSCAPING �'� ��� \. ,.* \\ / , ��y \\ '/ // GJP� / �Q SP � / 'rl►` PROPOSED WALL LIGHTS �A IF�, / . . . . . . '�,p OFf ��p, D.W. EL \ . . . . . /./. . . . . -o-o- PROPOSED SIGNS Ir S . . . . . . /. . ./ . �(41.9) �� . . \ . • . . . . . �� / /. ,p \ J / y • PROPOSED CONC. FILLED BOLLARD 1rs, \:`/ i o0 t��y GRA SQL. . . . . . . . . . /�. ��1 / q 0 TYP P \ , . . . . . . . . . . . . •) �Q / NO WATER ENCOUNTERED PROP. TRANSFORMER PAD '�(` a50 c- O QQ' �. . . �O . / / 47.57 '/.'. . . . . . . . . . . . . . . + Q� \. . . . . ; . . . . . . . . . . . . . . . . . . . . ., . . . ,; / TEST HOLE aPROP. DUMPSTER / . . . . . . . . . . . . . . . ® ® . . . . . . . �\. I . . . . . . . . . . . . . . . . . . . +ja . . ..X./ cd O/47.92 \. . . . . . . . . . . . . .. '. �. . . . . . . . . . . . . . . . . . . . . p . . . . . . . . . . . . . . . . . . . . . . . . Fq . . . . . . . . . . . /. . . . . . . . . . . . . . . . . . . . �f. No. 7 � k`�' SYST. No. 8 . . `. . . . . . . . . . . . . . . ./ . . . - q � ) NOTES: ,��, \. . . I U . . '.'.. . . . . . . . . . . .�� . SYST. L 41.9 2 TOP EL(42.1) / O1 O Or 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON of . . /. . . . . . . . . . . . . . . . . . . . . .`�. TOPE ( ) \ �. .�� '� ��I�j 0or° MAP OF NORTH FORK INDUSTRIAL PARK. lA s� .•... •. . . . '/• . . . . ..... . QUO . �o$ yi�i,`s8• \\ . j/. ., //�• /�'��1 . . . . . . . . . .� h V / 2. THERE SHALL BE NO ACCESS TO DEPOT >t� //. .��. .. . ��". F tip. .. . .. \ . .. ! . �10 0o / LANE .� k . . . . . . . . . . . . . \ i �� 0 3. STORAGE BUILDINGS DO NOT CONTAIN ./. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r� ��,. i 6�0 47.s / XSANITARY CALCULATIONS POTABLE WATER OR SANITARY FACILITIES. /. �'J Poo`'. . . . . . . . . . . . . . . . . ......... .... �/ l5 / RESIGN FLOW 4. SOLAR PANELS TO BE INSTALLED AS ./ . . . . . .Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4� . . . . . . . . . . . . . . . . . . / / AREA OF SITE = 3.7386 ACRES PART OF PHASE 3 �G / . . . •� ' • • • • ' • • . . . ' ' ' ' ' ' ' ' ' ' • ' ' ' ' • ' ' ' ' ' ' ' '�j . . . . . . . . . . . . . . . . . . . i e0/ / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. O ,, • /. . . ' ' ' ',� Arr �''�� / / 48.02 ALLOWABLE FLOW PER ACRE = 600 G.P.D. G , , , • , . . , , • . . , • • • . , , , , , , 2 . . , . , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , / / DENSITY 3.7386 AC'S x 600 G.P.D. - 2243 G.P.D. TOTAL ALLOWABLE ifs. . . . . . . . . . . . . . . . . . .*. . . . . . . . . . . . . . . � J . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / / .00 \<" '1 5$ . .T /f / � DESIGN FLOW = _ 1r� <utP. ,i. �O�O / // NONMEDICAL OFFICE SPACE 300 S.F. x 0.06 G/S.F. 18 G.P.D. �'lO Ti \ is . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . Z. �Q / / /48.Q' SEPTIC TANK - /&O. R� \� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j.l. ��S�` / / / / h REQ. CAP. - 18 G.P.D. x 2 DAY FLOW 1 36 G.P.D. DRAINAGE CALCULATIONS F.o * � / Q� • • • • • • • • • • • • ' ' ' ' ' ' ' ' ' • ,a y• Q / / / PROVIDE 1-8' DIA. 4' LIQUID DEPTH 1200 GAL. CAP. o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . *b. . . �. . F. / / LEACHING POOL SYSTEMNo. 1 AR � � � 00. . / / / REQ. SIDE WALL = 18 G.P.D. - 1.5 G.P.D./S.F. = 12 S.F. PAVT. AREA - 1200 S.F. x 100% x 2/12 - 200 CU. FT. s \ O` ) /47 90 - �/ i EFFECTIVE DEPTH REQUIRED 12 S.F. + 25 S.F./V.F. 0.48 V.F. USE 1-8' DIA. 5 V.FT. - 211 CU. FT. ACT. CAP. � -- _' • " " " " " ' • " " " " " " " " " " " " " " " " " " " " " " " " " " " " ' /" /x � - / USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH SYSTEM No. 2 ` . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j / / / C PAVT. AREA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. ' ' • ' ' ' • .. ' � " " ' • ' ',�00" . . .. .. .. .. .. .. .. ' .. • .. .. .. • .. .. .. .. . ' ' •j / tt 48.17 / �. ry0 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. ' ' ' ' • ' ' ' ' _ , . , . . . . , • , • . . , • • • . • . • • . . • . . . • . , . • • • , . . % / // / / G� AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS SYSTEM No.'s 3 & 4 . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O T ` ` / PROJECT WERE DESIGNED BY ME OR UNDER MY ,. . /�' / / j�48.40 0 DIRECTION. BASED UPON A CAREFUL AND PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. ! ' ' ' ' ' ' ' • ' ' ' ' ' • • • • • ' ' ' ' �` � . . . . . . . . a . ' . . . . ' . . ' ' . . ' . ' . . . . . ' . . . . . . . . . v / THOROUGH STUDY OF THE SOIL, SITE AND ROOF AREA = 4650 S.F. x 100% x 2/12 s 775 CU. FT. 3e• � .+. . . . . . . . . . . . . . . . , " /�' / / GROUNDWATER CONDITIONS, ALL LOTS, AS TOTAL REQ. CAP. = 1202 CU. FT. �, , , , • . , , , , , . . , , , , , , • , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., ! . /� ` �. PROPOSED CONFORM TO THE SUFFOLK COUNTY USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. �, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �F, / / w DEPARTMENT OF HEALTH SERVICES CONSTRUCTION F,o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . /9O /j �G STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. 5 a ! . O i ® lU7 L� U O 7j pb• EXIST.' I' / 6 / - / PAVT. AREA a 3000 S.F. x 100% x 2/12 = 500 CU. FT. l •� +. Ia.0 FORMER.TEST.WELLS . . . . . . �'1 - - USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. 7. `� • • • • • • • • • • • • • HAVE. BEEN. ABANDONED I. " �. . . . . Q FA . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . .��%. . . . . . j� / 41\��, / 1:1AR 1 8 2022 SYSTEM No. 6 .. . � 3/�9/2020 \. / SIGNED DATE / _ �s !• • • • • . . • . / 48.03 / BUILDING DEPT. THOMAS J. BECKMAN P.E. PAVT. AREA = 3440 S.F. x 100% x 2 12 574 CU. FT ESTIMATE 0 F QUANTITIES �' '►' ' ' ' ' ' ' ' //'� '\/ c USE 1-10 DIA. 9 V.FT. = 616 CU. FT. ACT. CAP. TOWN OF SOUTHOLD CONSULTING ENGINEER SYSTEM No. 7 - COBBLESTONE CURBING 702 L.F. .'.'.'.', '.', '. ' .'.', '.' . O' ' '1 0 ''' ' ' ' • ' ' ' ' ' ' %/, /// 48 31 0�0���/ SUITE1814 MDIDDLE COUNTRY ROAD PAVT. AREA - 2990 S.F. x 100% x 2/12 = 498 CU. FT. CONCRETE CURBING NONE >: WELL �•- - - - - - i o . , . . . . . . , , / / / RIDGE, NY 11961 ROOF AREA = 1200 S.F. x 100% x 2/12 - 200 CU. FT. ASPHALT PAVING 50,009 SQ. FT. . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . .*.�• . . . . . . . . . / / NOTE: TOTAL REQ. CAP. = 698 CU. FT. WALKS 835 S.F. / / / �(48.54 ALL BUILDINGS WITHIN 150' OF PROPOSED SANITARY USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. FENCING 114 LIN. FT. F.o / 1rr,�� � 48.10 \�� / SYSTEM ARE CONNECTED TO_P�JBLIC WATER SUPPLY. SYSTEM No.'s s. 9 & 10 DRYWELLS SEE DRAINAGE CALCS. �6. ,k \. PAVT. AREA 2417 S.F. x 100% x 2/12 403 CU. FT. ®s Pl 19O tK * ,/ � / 484�§9 1-1/2" 1-1/2" ASPHALT 'e of NE�I- ROOF AREA 3867 S.F. x 100% x 2/12 645 CU. FT. � TOTAL REQ. CAP. = 1048 CU. FT. SITE DATA '�� Q / F� / tK A°c co '�N H. EF O USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. AREA OF SITE 162,852 S.F. �� 41 // /�-°� AG OWNER:°� OWNER: ,� ��� �' c �� 0 � / 0 GOODFRIEND SELF STORAGE .;"� ^A;; * SYSTEM No. 11 FLOOR AREA OF BLDGS. 45,775 S.F. <'o o moo ' ' ' • ' ' • ' ' ' ' ' h � / ,�, ' PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. TOTAL AREA OF BLDGS. 91,550 S.F. tz OG RAC R�7 , 1Ik0 % cV . 4 o A ' . o' 50 COMMERCE DRIVE \ r �' ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. l 4. L_120.2 Q . .� BINDER o C t / TOTAL PERCENT OF LOT OCCUPANCY 28.1% �' > F �� GA 25 3 J �' / I o.o 0 4 a . ^- . TOTAL REQ. CAP. = 1460 CU. FT / / CUTCHOGUE NY 11935 A ) p USE 2-10' DIA. 12 V.FT. - 1642 CU. FT. ACT. CAP. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% � �� /48.42 01 049841 J`v AREA OF BUFFERS 59,606 S.F. OR 36.6% 1 to D � � ok/ \�,�. / PRELIMINARY OUT SYSTEM No. 12 AREA OF PAVING 50,009 S.F. OR 30.7% o �, �� 48 68 NYS DOT BASE COURSE N S PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT B SCHOOL DISTRICT MATTITUCK �' '� tiF COA( "I `� ��\' ' / ,//, /�/��//� '/ /� ��/����//�/� /, USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. POSTAL DISTRICT CUTCHOGUE �.-'p lc _11 / � NORTH PORK SELF STORAGE Fri SYSTEM No. 13 WATER DISTRICT S.C.W.A. ol� ec 47os coNc. cuR6 // / 48,85 STABILIZED, COMPACTED SOIL SITUATED AT PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT \� ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 CU. FT FIRE DISTRICT cuTCHocuE s� / / ,�,� ��6� TYPICAL SECTION - ASPHALT PAVEMENT CIJTCHOGUE TOTAL REQ. CAP. = 2257 CU. FT. TOTAL PARKING REQUIRED 94 SPACES \ o� USE 3-10' DIA. 11 V.FT. - 2258 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 94 SPACES ,/ 48.34 f AGG�� NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SYSTEM No. 14 EXISTING ZONING LI �/ s�, / � S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 CU. FT. USE PUBLIC STORAGE O'c 48.60 O� 0 ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. //J l�ti -L� GJ� R=1" TOTAL REQ. CAP. = 1724 CU. FT. F` FINAL PREPARED BY: PREPARED FOR: PARKING REQUIREMENTS � 47.54 / �G GRADE KENNETH H. BECKMAN. L.S. GOODFRIEND SELF STORAGE USE 3-10 DIA. 9 V.FT. = 1847 CU. FT ACT. CAP. / 48.78 Gp 50 COMMERCE DRIVE D SURVEYING AND LAND PLANNING SYSTEM No. 15 OFFICE SPACE = 300 S.F. - 100 = 3 SPACES m / �, CUTCHOGUE, NY 11935 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 4a7 CU. FT STORAGE SPACE = 91,250 S.F. _ 1000 = 91 SPACES � o / �� 1814 MIDDLE COUNTRY ROAD ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. TOTAL SPACES REQURED = 94 SPACES P / �OQ 48.91 M rADJACENT ENT SUITE D TOTAL REQ. CAP. - 931 CU. FT. v 5 11961 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. Q9 z ,x9 RIDGE, N. . o �G� REVISIONS: V. paI ,, SYSTEM No. 16 TOTAL SPACES PROVIDED = 94 SPACES ) 0 7" SCALE: 1 =20 ��.>aa/�aa n . ns DRAWN BY: KAK • 2EV.i-oym8 e-107W "v, uo-m,ea PAVT. AREA A 5A S.F. x S.F. %x x 2/12 = sts Cu. FT. DATE: MARCH 2O18 �'I;,` ,ten %, e°p, CHECKED BY: KHB CONC. WALK AREA = 682 .F. x 100% x 2/12 = 114 CU. FT. / ROLLED ASPH. CURS DETAIL </ TOTAL REQ. CAP. = 1033 CU. FT USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. / / / DRAWING: BB1-6564 I JOB NO. B18-18856 SHEET: 1 OF 2 i I � � T.H. FIN. GRADE EL 42. b b D TRAFFIC BEAR'NG O n F.F. EL 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER C REINFORCED too C.I. COVER C.I. COVER _\ EXPANSION JOINTS CONCRETE APRON /� / H.t EL 42.5 / \ ! FINISHED GRADE 1 -1 1 1/2„ W/ 6"x6" 6/6 NWM ^� X� O � \I� \� \�,\ V � � r\� r\� \ r\� r\� r\\ r \� r\� r\� r\ 1' MIN. - 2' MAX. � • ' MIN. N 1?� �:J_ ° °,. ,y . 3 co � 14, 4. 1, a24" --24".4' • •• : '•' A• ' ..a . ; i 4 • MlN. EL 37.49. .4 a - . • ` •. / S2 E EL - 1 e" 1' TRAFFIC BEARING s (V 41 V U S � 39.07 38.77 4" LIQUID LEVEL 11 < J . 4. 2'-6" 4'-0" 12 PAVED . O �" OPQQ 38:27 ❑ ❑ ❑ ❑ 4„®1/8"PER FT. elp ,Q DRIVEWAY P ��. c, -Al- EL ( � off% �j %�/ 37.19 ❑ ❑ ❑ ❑ 7n ISLOPET 18�� ILd �QCO 9Q / 1�10<<i ::. .Q ' � \ -4 211D3 �0) O 1/4 PER FT. DROP TEE I em Q l! SECTION A-q Q \+ ,.:. Card o� /!�� US EL 31.19 /��F // C Q vS2 t�n`J' ��q BACKFILL WITH CLEAN SAND & GRAVEL 3' MINIMUM TO HIGHEST I p� F*�C� 0 �' u1 ���{ �nn EXPECTED GROUNDWATER L I - - - - J 11 A OI? + O 3 O Of s 9 / ST �� choc, 'ahb yam-I °``�'e (� o �, Ufo "rs rh y r SEP I C DETAIL a' DIA - G ��,� �� /� fin,• he WIDTH OF PAVEMENT o F ao$ PRO . 1 ��gdj,�,c) ct,, z / SITE �� _ E / 0 FX,S ASPHALT SEPTIC TANK D E TAIL Gl EXPANSION JOINT � �`�� �o TCl, T h, APRON 1 (1200 GALLON TANK) A\ I Of oL ) CONTRACTION • 41 h\ I TRAFFIC BEARING PO JOINT p tK P\. C I. COVER RO R�� \ SYST. No. 1 O• SYST. No. 5 /G G 4 4, 11 FINISHED GRADE R43 P = o EXPANSION TOP EL.(40.4) { ) C) I N �00� ``A P� TOP EL. 40.7 10 o U I Z; 1 1.3 O Q` ---REINFORCED PRECAST F n JOINT FNC +�3 t�j O5. I ��� q1 \ MINIMUM SLOPE I CHIMNEY (AS REQUIRED) O�G 0 2S "�, $ • GQ P� 1/8" PER FOOT X / REINFORCED SLAB- I I - f . / - �!��:: 9yF EXPANSION MIN. WIDTH 24 EXPANSION I' ��' o� GQ � \ JOINT JOINT 56 W � I o `y � \ � j I INLt PIPE TO BE ET NOTE: - - � KEY MAP MIN. WIDTH 30' ,c ,O• R�OGf NE �o' 9"I 110 , 9 \ a �\/ ®t240G CLASS PIPIEUM = �r J 3FNC f/ sS°.o 13. o 7 ®®� a � o A m 'A ®®P�` ►,� SCALE: 1" = 600' N ®®®Ir_ 300 SO. FT. o co PLAN °�'.� �i� rC 4? ��'F` �� j L.P. =o i 3' MIN. ®®®Ir�L_ MINIMUM w ',! q2 51 cu C(42 COLLAR ®®® �9®� ; > CONCRETE APRON DETAIL �• w 2, ` �� w ®®®Ir11®� 0 1 W 1 c I o_/ ®®®r_3MM r U_ \ n o ROp + 9s \ - ®®®Ir11In®®� ''' 15'-0 (FIRE GATES) Q o Ot/RQ s ®®®���®®®� 1 o'-O" (ENTRY GATES) SYYST. No. 2 rC(4 ry• \ L.P. � ®®®r 'id'n®M=, CD TQP EL.(41.5) C 4 • kN J 6' MIN. PENETRATION DOUBLE SWING GATE (�) &_dW o PROP C�41, � \ \-/ 3' MINIMUM TO HIGHEST 8'-0" DIA. (TYP.) INTO A VIRGIN STRATA EXP. EXPECTED GROUND WATER O.2 \ OF SAND AND GRAVEL XXI 35 " le J ti 9 SP `` y � �.]ma To COVENANTS&RESTRICTIONS UBER /3O6 � a3• �, • ACES .� \ _._... - _ i r`, o FROP. PROP. ��� SANITARY LEACHING POOL PACE p'2 Cr42 � D.W. EL. N' � L.P. � KEYPAD Q' ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL � tP x\ N 42.3) 20' MIN. • rC(4�• �`� . G �32� C ® / PROP. H.C. W 4. \ ti \ WITH A 3' MINIMUM COLLAR RAMP z �' /PROP. I� ' - 11- Suffolk Cou*aty Department of Health Services 0 � POP. ti ,� P OP \ K�YPAD +�� 9 SPACeS / L•P o P.�, / Approval for Construction-Other Than Single Family F ��°'KEYPAD r,PRa° c o YST. No. 1 ® �o I� oR.off/ o \AE 4 O 4r, N TOP L.(41 ) g �N• Q/ i \ �, Reference No._boa r_ I-__Design Flow / •/ L.P. o -� r 444 �C� 2 *��� i \ O �-�.\ f ,O Uses MM� � .:!!4 �2. 4 / o POP. 8'0' ) / i� \, �' I Q� OO ( 1 --LJ�l��L=_j Qra�g t _ \ / i F. +PROP• �� >, 2c \ These plans have been reviewed for general conformance with Suffolk p / a. pRop ° OKEYP�4D- \ ��,, G9 County Department of Health Services st:u Bards, relating to water z WACK ,I- �� \ �O rA� �` O 6' supply and sewage disposal. Regardless of an 11 M \ _ - - - _ - SYST. No. 12 \ \ A GF` ��- ��` \O inconsistencies or lack of detail, c„nctruction is required to be in / \ 00.0p� c `� TOP EL.(41.5) • s• ��, � / 4� ,, ,o \ y� ], \ accordance arith the attached permit conditions and applicable \ O 42 h F s O 00 standard,unless specifically waived by the Department.This approval 11 GATE STOP-/ I "'` R/p / p 4 N • �-y �i �F` G% /A PP X �, �QE � \ ROp 1 p• Mi \ � s/ / / expires 3 years from the approval date,unless extended or renewed. ( I 1-5 `� -• \ iSr F 300 /v � � \ tic 6 �j �/ '7 PP °`� °' � BOOR S F RIDS D.W. EL. \ * `Ly ,� �C /2-_Z2-Zyly Ica` \ 2Np F OFF�C� o o ll- {41.8 \ G - .�-�/t CHAIN LINK FENCE " COVERED ✓l a �� SrOR' 0E DOOR � /N• � � \ ) ��� \ � ��9/\ Approval Date Reviewer CE GATE ENTRY + ER ti - EXISTING N �ti i / \\ iS , 0 D.W. ELF `Fs \ 20' WIDE _ + _ ,., / �z U1-'2 .01 0 .1) \ I UTILITY HEALTH DEPT. APPROVAL STAMP SEE PLAN FOR J 56 " / ' '� 10 h \ EASEMENT APPROPRIATE � Q �r x h Is:b ry \ d \w 3 Ja - / \\ ,// + ® Q \ `` �- ac Water t roes)MY-S- Be InspectLd By The CASTING 4" CONCRETE COVER O � 0 in- h � / EXIST \� ✓/ � -_ • \ I (3� Suffolk County Dept. Of Health Servir,es, FINAL GRADE WHERE APPLICABLE / �5 OSYST. N6. 3 0 PORT ✓ \ _ / / 3• POLE , \ Call 852-5754, 48 Hours In A vnWe o' Q l ©� TOP EL!(41.9 TO BE EXIST SYST. No. \ �-, ?J • L•P• To Schedule Impection(s)• CONCRETE BRICK WITH L i �.. TOP EQ41.$) , MORTAR & 1/2 P.C. MORTAR /__ `�A•381 / FL REMOVED POLE a \� \\ �,p 31 \ r/- �\ #5 BARS ® 6" EACH WAY O 0 �* • TO BE e 00 O-\ \ �Oo I \' / I N S / 0--()00 REMOVED+,z• o • �� \ \ L.P. . • 6" PVC ROOF DRAIN 0 9 0' O O JO�Lu . D.W. EL. +I� \ �W .E 9.1'oy SEE PLAN & STRUCTURE � �6,0• uj � Z /. . . . =U 12"-12S SCHEDULE FOR MORE INFO. `r 1 N �Op O 0 Z �Q \ \ 0 CGS \ 00 Ld W I 1 � • / R N �m,v �J (o � ' \a� +fk% 9�F \ . . . . . . . . . . . . . . . a , 1 L \STORM I . I �. % Q(0 Q 10�_ � \ /* \\, ✓k 36 v z I ®� DRAIN 3'-O" WIDE SAND & GRAVEL D.W./ EL. Z Q O J \ O \ ( O / . . . . . . . . . . . . . . . . . . . . . . . . . . - w Q ®®� RING I7. ... COLLAR ALL AROUND k o 42/.1 O O �O O' \ \ / L,_ILL ''11.. I r 1 \ / v� vj� �. O' \ . . . . . . . . . . . . . . . . . . . . . • . . . � I ®®®®®� 4„ t a Z rz >� \ SYST\No. 1 �o .I., . 'I ®r rn m L.P. / \ � 0 � O ®En®rn®®r_ I � �, \ TOP EL\(41.8)q,° -� d 20 0 \ r I I � 5 Ill �1-1 t\' in GROUNDWATER N . ' SEE:DF2AIN'AGE`CaLCS: -) 9O �CL II �/Vf �P/ \10 10 \O . U / � o' \ \ \� � \ + � \\ I \ + . . . . . . . . . . . . . . . . . . DRYVUELL 4, COVERED IT /i� `'°o \\ Q���� %�Uo, \\ Q��`�. �. . . • ENTRY a. / - �= SYST. No. 1 \ F�, %DEW L. �. . . . . . . . . . . . . . . . . . . . . . . . L �. . / o V_ TOP EL. 41. \ ( ,0): ; ; ; ; • / . { \ SYST. N o. 10h, . . . . . . . . . . . . . . . . . ' . ./. ./. / */ 2 / Q &39 SYST. No/ 4 • M \ TOP EL.(42.1) al°` . . . �� . / . . / . / (� k \ � TOP EL.{/41.9 . . . . . . . . . . . � / / / R \ \ ® . ./ .l. . / „ 6 � • / EXIST / \ �. .//. �\// . / + \ (Nz- G7 (O ® D.W. EL. POLE ,}� I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./. . � / / LIGHT �( / '\ P./ \. . . . . . . . . . . / . . . PO/00. // \ 42.1 / e A \ OF:pO� (O / ( ) REMOVE6 y I R . . . . ./. `��/� \ / 35 0, N r, // hlti' / D.W. EL. i . . . . . . . . . . . . . . . %. . G�/"' / h� . ( O / �, / \ �G 00 / (41.9) : \ . . . , z,�z/,"�_�*- +,•E /� r 1, , \ L.P.>k3 63 D.W. EL. ,P / + 0, J � P� h / . . . . . . . . . . . . / / � \ MEET (42 h) 'F // ��p GF,�� �P�,�o�' eti' / y /// 36�11 \ \\43 FA g6 1-1 \ EXIST. cn G� �g po / QO OQ-P c�PGF'\, ro �-l1 '`P�n� j j. . ' / ��Cp� o ,�� 6 ^� / �5e 1-1 Q�ti ,�`b / Q-O�� Ot O�O pn`b'o �P Xc^ / \ N / + SYST. No. 1 aOL Q \ � � �\ G- . . . . . . ; . . . . . . . ! . /. / / �� s \ �6 a / h TOP EL.{41.9) +� / �\� F `�F' <`� + `�P // C, y . . . . . . . . . . . .I. . . . . . . . . . . Z!. . / . . �i s \ + �\ °`J 30 0' l r'. G�� R I\ o�'op��F ,`�Q- / � . . . . . . . . . . �( ./ j. / \ \ iQ R100E E 4S•0, � \ rye' h�, �O G�� / . . . . . . . . . . . . . . . . Ek�ST. . . . /. /./. // 6. / \ L.P. (® / � o \ L �QP :. : . :. : . :. : . :. .: . .woaiN �. / �Q .\ 4'5 ✓ � �A? f�5 \ N,� / 1 . . /. E . / / 47.13 / \ . . c . . �>r a � \ �/ � SYST. No. � . . . . . ., . . . . . . . • /,ti� .//- • // / + . . \ O � 1 � 00 \ . . . p. . . . . . . . . . . . . . . / . / �l 47.54 N / S'0,gCe \ TOP EL.(4'1.9 . . . . . . . . . . . . . . ./. . . . . . I / FA G \ \ gyp- �P / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / * . / / \ a�Fo. byti \ • by ,, . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . /�. . . . . . /. - . . / c1 Rom. �19 . . . . . . . \ ( I/'�ti + \ ,� Q ��. . . . . . ,� . . . . . . ./. . . / / X . ` 'r '�9 . , . . . . . . . ... . . . \ \ . - . k561. • Q \ sr' I I/. .� . . . . . . . . . . . . . . . ✓ . . ^. . . . . / . . . . / / .s. . 0.1. . q 39 . . . . . . . . . . . . SYST. No. 6 \ .7, . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / EL. 41.0 7� \ . . . . . . . . . . . . . \ . . .\ & IN15o . . . . . . . . . . . . P EL.(41.9) \ �, o, ,/. . . . . . . . I __1 � ` . . . . . . . . . . . . . . . . . . . . . � . . . . . . i/ . . \- ,- , . ., - , - *` - , ./ . . . . . . . . . . . . . . . . \ � . D.W. EL. /i . . . . �o°� . ` . . - . ._ y / . .j 0 / TOPSOIL Cis,\. \. . . . . ,y. i� (42.1) /. .1 . . . . . . �`� .. . . . . . . . . . . . . . . . . . . . . . . -` . . . . . ./ �� HEAVY ^n . . . �` \. \ FNC `\\ �ti / . . i . . . . - ,� . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . : . : .�;p. \\ . . . . . .� Q �! GAF o / . . . . /. . . �Q / \' \ \ r10 �/ /. . . . . ./. . . 47.36 LEGEND \. . , . , .. . . .. .P'. �I �y�; . . . . . . / L� `1r�. . . . / / /lc 47.70 \ . . . ° .RF. . �� G�' / P�v SAND & A .^fib. . . . .PROPOSED LANDSCAPING F Aj \\ /+ Ss \ . ; . j j /./ O� / �� GRAVEL o il �� "> \ . , I . . . . . . . . . 1% . . . �. /. / J / �� (SP) - 'W` PROPOSED WALL LIGHTS FA >,� \.\. . . . . . ./. . I. . . . . . . . . . . . . . . . . . . . 4 `70 1O Q \. . �1. . 1. . ./... . . . . / �' / -ov PROPOSED SIGNS 1z, S /. O,o Or D.W. EL. 0 . . . . . . . . . \ . . . . �. . R \ V. . % •,p (41.9) GJQ` . . . . . . . . . . . . ! �' / , \C . . . . . . . . . . . . . . . . . . . \ . QV ✓ . • PROPOSED CONC. FILLED BOLLARD y /. -II �� \ . . . . . . . . . . . . . . . I.�O . PROP. TRANSFORMER PAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / �'9 ag0 P \ � • / �? NO GROUNDWATER ENCOUNTERED /. + �OQ• N\ . _wN) . . . . . . . . . . . . . . . . . . . . ././. . . .y/ 47.57 D PROP. DUMPSTER . . . . . / . . ® Q \ . . . . . . . . . . . k. /. . . ✓. / TEST H OLE #2 .F . ,. . . .X. . ,aC 47.92 NOTE: . \, ' ' - , - * -* - * -, - . " ' . " " , I. \ \ O� /. / . TEST HOLE AS SHOWN ON MAP OF . . <�. Ory SYST. No. 8 . . . . . . . . . . . . . . . . . . . . . . . . . J . . . 0. �/ 1 J i/ NORTH FORK INDUSTRIAL PARK AS NOTES- 1z �,. SYST. No. 7 Q . . . , . �� o �' l. TOP EL. 42.1 P FILED 1 27 2005 FILE 11215 o . . . . . . TOPEL. 41.9 ( ) . . . . . . . . . . . . . . . . . . . . . . . . . . . I � . . . . . . . . . . . . i. o ✓ / / # 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON �' • • • • . . . ' /' ' ' ' ' ' ' • • • • . . . . . . ' • • . �• • • • • • • • • • • • • • • ( ) • . . . . . . .\ /, . . 1�• �/��✓ / ��O APPROVED BY S.C.D.H.S. 12/30/2004 MAP OF NORTH FORK INDUSTRIAL PARK. '�� Op. 'QQ.Ds \ . % . �✓ FA s� . . .1 . � . � . � . '. � . •. � . � . . . . . . . .. . . .. 0 . . . . . . . . . . . . �o �.'�• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . i. . . . . \, I / 2. THERE SHALL BE NO ACCESS TO DEPOT X) /. j y . . . . . . . . . . . . . . . . ../.i. `/ �/ LAN E R� /. . . . 0 . . F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.. . . . . . . . . . . . . . . . . . . . . . . F tip. . . . . .\.\ . . ,�°� O �a / 3. STORAGE BUILDINGS DO NOT CONTAIN . . . . . ./. . . . . . . . . . . . . . . . . . . . . . . . .00 � - v i . . �O� �Q O// P, lNT �� . . . . . . ,�. . . . . . . . . . . . . . . . . . . . . . . �Q /�a / SANITARY CALCULATIONS POTABLE WATER OR SANITARY FACILITIES. /. . ' ' . ' � . ' ' ' . ' . . . • ' ' ' ' • • . . . . . ' . ' ' ' • ' . . ' 47.6 / J 4. SOLAR PANELS TO BE INSTALLED AS . . . . •s� . . . . oo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i� I ` 50 PART OF PHASE 3 ' G . , GN FLO . Q� . . . . . . . . . . . . . .. . . .' . . .. . . .. . ' .. . , . . . . . . . . . . . . . . .�IO. j✓�`' ( /I l / AREIA OF SITE = 3.7386 ACRES 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. O ' ' ' ' ' ' ' ' ' ' ' A • • ' . . ' . . ' `� . ' ' ' • ' • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • °� / ARTICLE 6 ZONE DESIGNATION = IV Jr� \ j,. , - ,- , - , - , . , - - - - - - - . -,1;��_ -. . . . . ram? . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j / 48.02 / ALLOWABLE FLOW PER ACRE = 600 G.P.D. T. +a A J /. / DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE �,0 �i� 5a . .T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.. . . . . . . . // 6 / // / DESIGN FLOW - O ` �• � • • • • • • • • • . • • • • • • • • • • • • . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . / �O // 48 2 i NON MEDICAL OFFICE SPACE - 300 S.F. x 0.06 G/S.F. = 18 G.P.D. Q / / / SEPTIC TANK DRAINAGE CALCULATIONS , , ' , ' , • . ' . ' • '- - - '. ' - .- . • .- . • .. . �1 / / REQ. CAP. = 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. Fq � Sc, �Q•, � • i p�' / / / Q PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. SYSTEM No. 1 rr a� ,o. +nr+:, , , /. �Q / / / LEACHING POOL - PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. S . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . �; . . . . . . . . . . . . , . . , . . . . . . . 11 / / / REQ. SIDE WALL = 18 G.P.D. _ 1.5 G.P.D./S.F. - 12 S.F. �c 47.90 - � - i EFFECTIVE DEPTH REQUIRED 12 S.F. = 25 S.F./V.F. = 0.48 V.F. USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. 1� - , /• " _ / USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH SYSTEM No. 2 �. . . . . . .`� __. . . . . . . . . . . . . . . .. . . . . . '. . . / / I• PAVT. AREA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. ` `. . . . . . . . Opp. . . . . . . . . . . . . . . . . . . . . . . / x 48.17 / . , j �. I HEREBY CERTIFY THAT THE WATER SUPPLY(S) USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. j / / / / o 0 AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS ^' / <<' G� PROJECT WERE DESIGNED BY ME OR UNDER MY SYSEM No.'s 3 & 4 `- X/ �Fr / / /c 48.40 0 DIRECTION. BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL, SITE AND PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. J _ � 9 •. • .. /• , GROUNDWATER CONDITIONS, ALL LOTS, AS ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. . . F, PROPOSED CONFORM 70 THE SUFFOLK COUNTY TOTAL REQ. CAP. = 1202 CU. FT. �,. .�� . .+. . ��.i �\� // / �o USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. FA � , , , . , ' , ' , . . . . . . . . . . . . . . . . . . . . . , . . . . . . , . , . . . , . . . . . . . . . . , , , , . . . . . , , I O�� � / G�� DEPARTMENT OF HEALTH SERVICES CONSTRUCTION 11 O A� // / i STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. 5 / PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. �'� 1rj . eb k ' ' ' EXIST.' ' • • • • • • • • • • • • I' ' ' ' ' ' ' ' ' ' . .. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .. . . . 6 - _ • . +. . . . . . . •WELL•O . . . FORMER.TEST.WELLS r USE 1-8 DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. >z� �.- ' N ' ; / ., HAVE. BEEN. ABANDONED I. Q ✓ SYSTEM No. 6 AAA �� I .��.�. �' // I / \�I / I Rear ` U; �.; y . / 3 19 2020 PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. T. ESTIMATE OF U AN TI TI ES I ✓!. . . . . . . . / 48.03 � / SIGNED 4 >'._�;Sill !;c�;.•"'+ � DATE cS . . . . . . . . . . . . . . . . . . . . . . I. . "'. . . . . . . . . / / �,Z\ THOMASk.J.. BEk AN,-.P.E`: 1 USE 1-10' DIA. 9 V.FT. = 616 CU. FT. ACT. CAP. O / �y // / �(' CONSUL7ING;ENGINEER / .• 'z.: SYSTEM No. 7 COBBLESTONE CURBING 702 L.F. . . . . . . . . . . . . . . E. . • • , , , ,I , i a / �F,/ E C E � W E 1814 MIDDLE•COUNTRY ROAD; r-Y ;; PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 cu. FT. CONCRETE CURBING NONE • ' • ' ' ' ' ' • ' • • • • . . • • • • • • !.A6�. . • • • • • • • • • • • ✓ / 48.31 �O SUITE tl ? I""` 'j `�' " ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. ASPHALT PAVING 50 009 SQ. FT. 76'� . • • • • ' ' ' . ' . ' . ' • ' ' ' ' ' ' ' ' ' -'- -'- -'- • . ' ' . ' . . . / / �' f i C,, . ;"'rl.l.l, �, ; / / / MAR 3 12022 RIDGE, NY a1961 r,:.;:; M TOTAL REQ. CAP. = 698 CU. FT. WALKS 835 S.F. cP *�� . ' . / / `;,: `</1°` C, ,l r.=. c• ' •' ti h,.. USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. ' ' ' ' ' ' / / NOTE: F> 94•HA• `'� FENCING 114LIN. FT. F ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • • • . • . . . . . . • . • . ' ' ' ' • • . / BUILDING DEPT. �.'� ��Ir•�. °.a°�'' _• 48.54 ,-.- SYSTEM No.'s 8. 9 & 10 DRYWELLS SEE DRAINAGE CALCS. As�� Ax �/ 48.10 \�� / TOWN OFSOU7HOL[� ALL BUILDING5`,WGTHIN;150"OF PROPOSED SANITARY PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. ...�, 6' �� �' SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. �� `9� . . • . . . . . . ' • ' ' ' ' ' • ' • ' • • • • ' ' ' ' ' ' ' ' ' ' / , ��OF NEB SITE DATA �� ya�� / 4, 1-1/2" 1-1/2" ASPHALT; TOTAL REQ. CAP. = 1048 CU. FT. ,z�, / / IN ��P -\H g� �O USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. � . . . . . . . . . . . . . . �' / O� ,�o 0. F � r` R, c, 'A AREA OF SITE 162,852 S.F. �' /� o OWNER: * �°! , SYSTEM No. 11 FLOOR AREA OF BLDGS. 45,775 S.F. F / . G ` 4• ' ' Q cd \ ° .° ° °BINDER COURS ° .° P.O. BOX 946 (%IJF�<I .'f / 733 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 28.1�� o� �F •� b 25 L=1 20.23 / ° / •° . ° ; • CUTCHOGUE, NY 11935 m �-,- , , � i O TOTAL REQ. CAP. = 1460 Cu. FT. AREA OF LANDSCAPING 6,62, S.F. OR 4.1% o �A �/ 48.42 I ° - ° O _1, USE 2-10' DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. ° ° °' ° ° ° 2 , SYSTEM No. 12 AREA OF BUFFERS 59,606 S.F. OR 36.6% ��o� ❑ ,C1'/ N✓/ ��s PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. AREA OF PAVING 50,009 S.F. OR 30.7% B C, \1, ✓/5 p, I / � NYS DOT BASE COURSE PRELIMINARY SITE LAYOUT ND USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. SCHOOL DISTRICT MATTITUCK . lrz, �'N CONC i� �� \�� / 48.68 POSTAL DISTRICT CUTCHOGUE '• �,� Tc -11 / ��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/�/� NORTH FORK SELF STORAGE 3 PAVT.E AREA 13 4344 S.F. x 100% x 2/12 = 724 CU. FT. WATER DISTRICT S.C.V1'.A. ���� BC 4�0,5 t. CONC. CURB // / 4. 48.85 STABILIZED, COMPACTED SOIL ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 CU. FT. FIRE DISTRICT CUTCHOGUE .s / �;� 6 SITUATED AT TYPICAL SECTION - ASPHALT PAVEMENT CUTCHOGUE TOTAL REQ. CAP. = 2257 Cu. FT. TOTAL PARKING REQUIRED 94 SPACES � // 48.34 / 1�\ �G 0>k � NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS ' USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 94 SPACES SYSTEM No. 14 EXISTING ZONING LI �/' s� / \��, �G I TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK USE PUBLIC STORAGE � o S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 CU. FT. 48.60 �� 1 TOTOAL REQ. CAP. 724xCu FT. 2/12 = 1038 Cu. FT. ,� 1_/ // J �, -� o G GJ�O FINAL R=1" I PREPARED BY: PREPARED FOR: USE 3-10' DIA. 9 V.FT. = 1847 CU. FT. ACT. CAP. PARKING REQUIREMENTS 1� 47.54 / 48 78 GOB GRADE KENNETH H. BECKMAN, L.S. MARTIN KOSMYNKA SURVEYING AND LAND PLANNING P.O. BOX 946 SYSTEM No. 15 OFFICE SPACE = 300 S.F. - 100 = 3 SPACES ❑ m / �, CUTCHOGUE, N.Y. 11935 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 Cu. FT. STORAGE SPACE = 91,250 S.F. - 1000 = _91 SPACES `� � / J� 1814 MIDDLE COUNTRY ROAD ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. � Q 48.91 TOTAL SPACES REQURED = 94 SPACES � / �o � � ADJACENT SUITE D TOTAL REQ. CAP. = 931 CU. FT. h \_ PAVEMENT USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. * z �' e°'a. `� FRIDGE, N.Y. 11961 O �G REV. 1 3 2019 819-1996 TOTAL SPACES PROVIDED = 94 SPACES 0°� 7" SCALE: 1" =20' RREVISIION S. REV. , 9 20,9 019-19968 SYSTEM No. 16 ) REV. 2/„/2020 820-20,03 DRAWN BY: KAK REV. 7/25/2018 REV. 2/18/2020 820-20103 PAVT. AREA = 5515 S.F, x 100% x 2/12 = 919 CU. FT. / CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. REv. a/,o/2a1s REV. 2/2B 2020 820-20127 REV. 8/15 2018 REV. 3,, 020 TOTAL REQ. CAP. = 1033 CU. FT. DATE: MARCH 2O18 REV. 11 2 2018 818-1936OREV. 3/3 2020 B20-2018 CHECKED BY: KHB USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. ROLLED ASPH. CURB DETAIL - / / /7020 - - DRAWING: BBl-6564 JOB No. B18-18856 SHEET: 1 OF 2 - FI i E `� `E j i !�� 1 �� 90 r``=FICE OF VVASTEIAIATEP T. oC:, r\ Lo N.� tZ'J AQ s3 t}1 m R=25.00 0� L=21.03' y � o O �9 O �Q SITE G4. Acl ci � 3 Aati 7C 41.36 � 7�� �,P Op�,k. Fob x40s'0 -59 KEY MAP � O 3F �p NC \ SCALE: 1" = 600'C� \ O�j' '�FiUC s� L.P. ak2• �, F\ METAL SHED L.P. 3.3 . cd 4Q.S6 x \ • ��2� \ BUILDING � ENVELOPE BUILDING \ x ENVELOPE k�o �0� / < D L.P. k2o ' \ \ / \ 110LQ It 0 co Oast Ar �3 ' \ \ ��stO/2G' COVERED \ EXISTING ENTRY \ � \ 20' WE f \ UTILITY o \ EASEMENT rn o 3�� \ o � o. \ .,o L.P. � O o N ti \ \ L.P. IL 1 •� \ �0�,36 L.P. V ' LOT No. 3 \ 5 162,852 S.F. OR 3.738 ACRES COVERED p \ / °'ENTRY co ' \ rk3 9"� �o- F t� t0 / + co 47.01 L.P. �63 \x�43 \ 0 A� SET / MO \ L.P. �Q � / IOUsr, wQQDLI �Q �o \ � / ME 47.13 U / /47.54 \ \ N \ / srj 'P9 •,�,1 fig. \ S aZ, Q \ FNC. \C•L• Lt CDC \ '` / r`' 47.36 FAR A / /47.70 tK �,� •ss \ •s, / tK Q 47.57 x 47.92 �Op �C� O (P/ 47.68 /.�� p 48.02 /,8. h ���'� Q ,k CERTIFIED TO: Ir o� �.., O 9. °" FIRST AMERICAN TITLE INSURANCE COMPANY J 47 90 NORTH FORK SELF STORAGE LLC / 48.17 / 48.40 ' THE EXISTENCE OF RIGHTS X1F fA AND/OR EASEMENTS OF-R€COPb 1,IF,c -�(.'Y�_ / O ANY, NOT SHOWN ARE',NOT GUARANTEED. 1 cf\ C' rr, /cS '�� 77- x�0 t�. / A7HIS SURVEY IS AU THORIZED AL TERA VIOLA776W��iV EXIST. TO �D QN�� SECTION 7209 OF THE NEW YORK`ST 7F EDUCA170N LAW. /48.03 / & COPIES OF THIS SURVEY MAP NOT BEARING O / THE LAND SURVEYOR'S INKED SEAL OR EXIST. � �� T BE A BE T O SEAL SHALRUE L BE CONSIDERED a6 A WELL +alb o / /^ 48.31 0�j / GUARANTEES INDICATED HEREON SHALL RUN ONL Y TO THE PERSON FOR WHOM 774E SURVEY 48.54 IS PREPARED, AND ON HIS BEHALF TO THE 148 10 777LE COMPANY, GOVERNMENTAL AGENCY AND SIED HEREON, AND R`9 '1�N �,� / TONDI THE ASSIGNEES OFl THE LENDING INS77— o 7U770N, GUARANTEES ARE NOT 7RANSFERABLE, � O °0 mm�m V.. mo 74.25' L=120.23' o �b x 48.42 C' sr 'LF Cp 0G 48.68 A(C. � sr� �QS CONC. CURB / \�F. 48.85 TOPOGRAPHIC SURVEY Q LOT No. 3 48.34 � MAP OF NORTH FORK INDUSTRIAL PARK 00 48.60 FILED JANUARY 27, 2005 FILE No. 11215 �hi 47.54 48.78 SITUATED AT KENNETH H. CUTCHOGUE � Q�� 4891 BECKMAN, L.S. �o ho Surveying and Land Planning SOUTHOLD SUFFOLK COUNTY TAX MAP z 1814 Middle CountryRoad SUFFOLK COUNTY DIST. 1000 0 O .EGG Dc uite D SECT. 096 Ridge, N.Y. 11961 NEW YORK BLOCK 01 FOUNDATION LOCATION 12/15/2022 B22-21866 (613) 345-9427 DWG. No. BBl-6564 LOT 001.3 UPDATE SURVEY 3/24/2021 B21-20816 FAX (631) 345-0429 SCALE: 1" = 20 DATE: APRIL 23, 2018 JOB No. B18-18856 oN too N Pp �Q � m / U SSA � Opj ,3r, R=25.00' �q o O F G +� J F a �� / SITE � 2 M � GQ'• • a' �O e � S9 d � OPO 0 G 1 a eC 4134 0G rk F O�� �60 GP QO O\��Op OF.o \,PLO R 3 •p •84 �Fs a \�05. GP� 3 �� +�•,�#N LINK `9 ` \ KEY MAP FEN CE GF SOS SCALE: 1" = 600' C `/; I. L.P. 41.8 cRq� F 41 03 F� DIRT �cF 8' IA. 0� 12 FT. 9L� y L.P. TW 41.8 42.2 42. 42.4 B 41.3 D.I. \ BUILDING EL.42.15 • 2� �� ENVELOPE BUIL ING 10' DIA ( ENV LOPE 7 V.FT. O s, t S 00 L.P. \ 9�2 u'j \ 0 \O> EL.42.45 ��' �' 'lam O \ • M ' - - - - - - - 10' D IA. 00> 7 V.FT. 43.0 \ � tx / z a • c,., � ,� \ � -off •u C COVERED a� Q co �"� ENTRY / ,� ��, o D43.EL (� } \� �' �F EXISTING ; 10' DIA. y�Q' ��` °o Fs 20 WIDE N c� 11 V.FT. \ �� k UTILITY o / ° •' CONC. BOLLARDS �0A\ EASEMENT O / 4' D.I.EL. (� `�' / 4 M c' 43.72 \\ p O � p / 10' DIA. O EL. \ /O O J �O f 11 V.FT. �00 .�e 44. 8 \ �, L.P. \ i O / D43�70 R19• \ j n/ / 10 DIA. .41 L.P. f 11 V.FT O M.H. C.O. 4.31 B 44.0 D.I.EL 43.64 10' DIA. CONC. 44.3 x • �s. Co k2 V.FT. �V V f BOLLARDS i ti� \ o ?� 1 Z (m') r, \ t� ( O \ 10' } IA. 'ST L.P. J� % LOT No. 3 \\ 12 � �. - / 162,852 S.F. OR 3.738 ACRES \ Q / D.I.EL. \ 43.98 . Y,, 44.1 TW `�4.7 / O 9VDT 43.3x \ 8W41.0 _ COVERED ENTRY 44.3 % • °� \ • • � D.I.EL. / G 43.83 / / 43.57 PGA 10' DIA. / \ / 43.57 8 V.FT. Ck � 90 V.FT.CID ' DIAO \ �Qp�� .0 / ��� 43.85 O G D.LEL. f \ ��OO / QP 10' DIA. �QO\� 10'SDIAO \ • / ��,� 9 V.FT. 8 V.FT. / � i �G,�• \ �6.0 \ - / D.I.EL. O• L.P. f 43.75 S / 47.43 10' DIA. °• r-CONC. / 3(�'\��"� fp / � 8 V.FT. °O BOLLARDS g / O A , rod * \ • / QP �� (TYP) A SET MID / \ , / D.I.EL. / / + L.P. Q �� / 0'9DIA. �GF' j/ 0 1lb f 8 V.FT. \� / 443.95 P���// 47.13 / \+ \ O / 10 DIA. G��� / / CIV �9 7 D.LEL• 8 V.FT. 0�P �C 47.54 445,h 43.72 O 45.1 10' DIA. / T \ \ / S •� tK D.I.EL 7�� \ T CONC. / O� � 3.97 6 3 8 \ \ BOLLARDS .� �O° 8 V.FT. 6/ 0 / \ 0• �Q 44.6 47.36 / /lc 47.70 F'O� GgTE f e� 4101 FA �S 9s251 9%L Sys' 40D.I.EL. �js \��G�� • O 10'* DIA. i NA l / ��2 �'O • O 47.57 .o \9l tic • 4 .93 G O 10' D V`O X 47.92 D.I.EL. 10 DIA. P + Cnp O 43.78 8 V.FT. 0 , �1 \ F \ 10' DIA. 0��'+ / Q Oj tK / �•� 68 / P / S 1c 48.02 Q 41 6,, /48.2 o. CERTIFIED TO: FIRST A ERICAN TITLE INSURANCE COMPANY #302NORTH FORK SELF STORAGE LLC 54074 47.90 / / i / / 48.17 �!► JECF To COVENANTS & RESTIwICTION'02 LEEC='p �2 / G �� H Al"� /c 48.40 THE EX/STE G�� bF 1GH7`S''c OF WA �,. :.1._..Y1.t ••-�_ ,�'a..�� ..,,..........,.......o- � ��� / / AND/0{?rEdSEM N1'�OF''l7E`Cb D l� ANY, NN TEES OVI I ARE1/OT [� EXIST. GUARA 04�811 1 / / UNAUTHOR Z AL R 0 ADD177ON ,S �O / TO 774/S SURE4T V/QAfION OF BAR 1 �i72� , �Q SECTION 7209 OF NEW YORK STATE Date: H,S, Ref'. N- C,-� O o I� F.o �,� The rif'.t.'`�z r `,; ...3,�� �,m ¢-E s'II`'C' l Qr'.', y,_ �� 48 / ��% / EDUCA7/'- � ON LAW. s �C 03 / N/ COPIES OF 7NlS SURVEY MAP NOT BEARING at l :i:, t:.l�c.e��t:e Ir.°�9�r� :.%f°�,° '!S�i._. « .. �rd3 O EXIST. H{ / / °���/ 774E LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED WELL / 48•31 09 TO BE A VALID TRUE COPY. anc�i;36.#IFC:4 t� Izz.� �v;w;:�<:�1:^'yF A GUARANTEES INDICATED HEREON SHALL RUN If x'48.54 ONLY TO THE PERSON FOR WHOM THE SURVEY ' FA / IS PREPARED, AND ON HIS BEHALF TO THE O / 777LE COMPANY, GOVERNMENTAL AGENCY AND ��S A6, ��� 148 10 ��,�,�� LENDING INSTITU77ON LISTED HEREON, AND I sC E 01 1;i eta I.a E RE., C i i s s$= TO THE ASSIGNEES OF THE LENDING 1NS71- 0 � �Q � / 481r.16D9c QrC{�"I_ ��� �f r¢ �T� r�,�f.t��'"��."�g,1T ` ° � TUT10N, GUARANTEES ARE NOT TRANSFERABLE. 0 FA O B R °� O / 0 NOTE.• � � Q R �o �� SANITARY B x� G 4' Q / WA TER LOCATIONS SAND DRAINAGE SIZE� �� �F •�`�s � 25 L=120.23 J �' ��s, ° AND LOCA77ONS'BY BUILDER AND ARE I 1 48.42 l�0 �q�. NOT GUARANTEED. I APR `` / 48.68 �'e�t'r.,tst.�F.t�,-,,. .,r,.r,sr4i� R,�S C •4 FINAL SURVEYS s CONC. CURB f ���, 4865 LOT No. 3 48.34 / \ ��,N���� MAP OF NORTH FORK INDUSTRIAL PARK S,OA 48.60 O 0 FILED JANUARY 27, 2005 FILE No. 11215 SITUATED AT 47.54 48.78 GONG' CUTCHOGUE ,���' KENNETH H. BECKMAN, L.S. SOU TH OLD Z .91 C.-) 48�9��� Surveying and Land Planning SUFFOLK COUNTY TAX MAP 0 1814 Middle Country Road SUFFOLK COUNTY DIST. 1000 0 Suite D SEC. 096 REV. PER SCDHS COMMENTS 3/25/2024 Ridge, N.Y. 11961 NEW YORK � BLOCK O1 FINAL SURVEY 3/8/2024 B24-22450 g f FOUNDATION LOCATION 12/15/2022 822-21866 (613) 345-9427 DWG. No. BB1-6564 LOT 001.3 UPDATE SURVEY 3/24/2021 B21-20816 SCALE: 1 20' FAX (631) 345-9429 " = DATE: APRIL 23, 2018 JOB No. B18-18856 3/EN200 1 PERMIT SET 12/21/21 " « — f REQUIRED REQUIRED PROPOSED PROPOSED EAST NORTH WEST SOUTH TOTAL TAG ON SHEETS DESIGNATION ON DRAWINGS ASHRAE DEFINITION DESCRIPTION R-VALUE U-FACTOR RI -VALUE U-FACTOR ELEVATION ELEVATION ELEVATION ELEVATION AREA SF ---- ,,- L--- (MIN) (MAX) 0 :;, 'rO WALLS SEE SHEET A070 ---� - W1 3.6, 4.A1, 4.0 Wall, Above Grade Steel Framed METAL STUD WALL+ R-13 BATT INSULATION + 1.5¢¢THERMAX R-13/7.5ci 0.050 R-13/9.8ci 0.050 5,701 SF 1,940 SF 5,155 SF 2,477 SF 15,273 SF W2 2.A Wall, Above Grade Mass 8"CMU+ R-9.5 MIN POLYISO RIGID INSULATION 9.500 0.090 9.800 0.009 382 SF 418 SF 382 SF 1,182 SF DOORS SEE SHEET A080 D1 DOOR TYPES B + C Vertical Glazing Metal Framing (Entrance Door) STOREFRONT DOOR &SLIDING GLASS DOOR 0.770 0.770 64 SF 192 SF 256 SF o ___; ,__ _____ __ o D2 DOOR TYPE A Opaque Swinging Door INSULATED METAL SWINGING 0.610 0.610 72 SF 48 SF 120 SF IN '� �� — � � ROOFS SEE SHEETS A103, A300 `� z �= W STANDING SEAM METAL ROOF + 3.5" BATT INSULATION (R-11) + 6"BATT v N R1 Typical Roof Construction Roof, Metal Building INSULATION (R-19) +THERMAL SPACER BLOCK 30.000 0.035 30.000 0.033 N/A N/A N/A N/A 27,786 SF FLOORS F1 Ceiling Q Unconditioned Areas Floors, Mass 3 1/2" NORMAL WEIGHT CONCRETE OVER 2"METAL DECK+ 1.5'¢ 10.000 0.100 10.000 0.100 5,225 SF 4,435 SF 9,660 SF THERMAX ------------- ------ ____----- NOTES: r 1. Insulation to be used in the interior must be approved for interior application. Unless noted otherwise the basis of design shall be Thermax Light Duty. 2. Maximum U factor or Minimum R Value 3. Building as designed conforms to all applicable sections of ASHRAE 90.1 4.See A-080, A-070, and A-300 for more information Dashed Line Indicates Outline of Unclimatized Storage 5 Key Plan 1/EN200 EN200 Not to Scale X/ > IX t -- I✓ ,,, -�,� ,.rc.,�«.-.... :n..,. ,. .. �, .. ., , IJ oo k_'..i I --- _... '> F1 Dashed Line Indicates Outline of Unclimatized ° I Vim° ' III I!i IIII RI 11 ili Storage (w/ W1 Wall Beyond, Typ) till ; ,I: T;;�7,.t"• I N T77 III '!' I I Itl II I III r a � 3. 1 1st Fir PIan . Uncl�mat�zed Storageat West Elevation , sl I I I I _ I I T,,, I - - „f 2' .i Ir'i'-, — EN2 I 1 1 1� i 00 Scale: 6 0 I I D2 Line of Thermal Envelope that does not show on Elevation Cupolas are Unclimatized Areas Typ I I Tn , •f .r f S,n� _ _ _ -- - - 4 S T�.;fl•,+C'�.-t _ _I,I.-I uI!'I'_I Iw,.J._II.''I'III I iI lIn Ii','IIII II.III I,,I I, •iI!,'IiI G�''III'I''''I1,'u�I;I IniIII'I!I I I .IIrI,.I,ii,�..IsI.Ii'jI�I I _,.I iI:I.IiI_!I'I'''I II i_I!'!�r_'I,I ' TV� .1AI1li.I c III., It,I!I I!I'I II iI•' I I, it 'I 'I III I II I!I iIIi rI IIII!!!!? ' ! iI IIi I iJ ' I,II II uII II I I:IiI i' 'III IIIII I IIII I,� ,I ' ri i I I I' IiI'I'lI Ii_ ,II I,I iI ' II iI .I III I.I Ir II 'r!I II IlI I' i.-iI s II i� I Iu I I' ,Il Iir !'I I II - ! � O Iouth Elevation 1h ! n iIII' 'IIIi I I I 1II ,,I I I!I .Z I I I� I' I N020 Scale:Ie: 1 /161 1 II I: I' ' I � a i. RI L ; , III II i Ill �1I!i II I i I I i III I I 1 ' ! :I I I II . n I ;'' 'fI I 1 ' I I i i II III I I I I I!i' I, � I II I I ' II II. ! . . I I �I�I I I I I 1i I 'I II _ 7- ._ } � W 7777 S pp 3�1 k s 1 ' i' i { I ¢ 1 „ 0 U k , , I I l I i d } I I I wl r ,<, I FI s:,, `II:i I' I- a' II "I I I I — - - d L W �'--2 - - U I : W aa 171 6 FE --— All - - .'I, i cn {, it _ ! ( i l { � oU 0 L L Dashed Line Indicates Outline of Unclimatized 0 (D Storage (w/ W 1 Wall Beyond, Typ) - E O Ii�II jlII'I I ii II I,II,;, IIi IIiI g4 j"i t9�I L 03 West Elevation � Line of Thermal Envelope that does not show on Elevation N0 Scale: 1/16" - 1 '-0" U Dashed Line Indicates F z Outline of Unclimatized Storage (w/ W1 Wall �0Beyond, Typ) II l J I li .1 I 3' r„ I E d z'3 v # o, I I, �r r a •e P 2 i' r S' 11 i. •� Ji 7`II _i 11 I 7 s' W 1 may\ 4 R t o�u F, 1 I u•� i i yx PLANNING ARCHITECTURE D2 I rk I= 2 ( D D2 I+ ail i -1 13 "III I -PROPERTY VISIONING T• ,f tF1'7(•,,. : I I ; l . l 1 st Fir Plan: Unclimatized Storage at East Elevation 800 W. Broad St. Suite 400 EN200 Scale: 1 /1 6" - 1 '-011 Falls Church, Virginia 22046 703-356-6771 fax: 356-7010 2 North Elevation ([��_, a i III - > �-_ I ED AR EN200 Scale: 1/16" _ 1 ,_0#, �' I ! ! II II Ili rl! I' pAN T ._. __._.._ 1 'I ', f' Iil !iI, ,!i' '! il' I rill ! I.I'I it •1 1 I, i ''i I' 11' , ! 'Il .i' I I I If I I nl I i 'I I I I i I I I I it, I I' I I� I I i Ir'li I' I � I I I' �i' III 'I '.li :I' lil II Ili ,I I''' 'I 'I-i i { i it V I I' : I I I' I I' I :I I I.I, { ; I f 1' I I' ,I. i Ili I, I I i I''li I I I I it 4 i I� ! I I. II I' I I i i I II I I I I I II� I '' �' ! I 'i �I�' (' i' I li I I '' I ( I I I I� ''i'�,I,.I I i I I !I a I ! I n I I i. I II. i I I I I II I I I I I i! I I I 1 I I! I! I. I u' I I I'I II i I I I I I I I l I L I' l( I' i! li I I!I i I I I I I ! I I Hill II I I I I I' I 1 I(' I �' I 'I i II I I I''1 R I II II I !� 'I. it n I I I I i I ,I 'l '' I. I. 'I I I' I �I' I� I .! 'I I I I .I '1 'I I 1 'I I iI ! 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I I. �i I I 'I , I I I I I I 11 I i'li ! I I I 'll I I' I I "I, 'i 1 I I' Ili :'i'I li'' !I' ,LI. i I' ,, I I I I i ; I ! I I r, III, I I 1, I' I I' (. ( I i ! I{ I I I i lir I I I I I' I' ,' I I I I I I I I I. ,I 1 I ! I. I' I, ,I II I I i ,I I, I I II i I !I I ( I i I I I' i I I I I ti I 1 iI I, I �'I� II' 'i' i'I I I I' !� I it I I 'I (' ! I � I '1 �I )ill I I, �.: � ' I i I , :11 ,I. II I i I I i., I' i I i I I'" it , !'I., �>r,,,;.rll1' �r •d••> I ' , .I: 1 I ..I as . I ,I I tP , I .i I i, , , I � , r` s I, I : I III ' ', . 'I I • � 405 O �9 I i y I I �I , I t I 0 ! , I w� , # I I r�, r N I I s 2 Envelope i. � � - - � - ---- ----- -__. _— __ ------- _ _--- I - --- -- ---- --_--- -v"--- — _ fir'-'-•--=`--•r-�-.,.e.�.°.:�. ;�--•�----- �y - - 3 , 3 � i ! 4• I I DI I Summary Dashed Line Indicates Outline of Unclimatized EN-200/ Storage (w/ W 1 Wall Beyond, Typ) 1 East Elevation 1 OF EN200 Scale: 1/1 6" = 1 '-011 O, ��. �Uh IV ELECTRICAL SPECIFICATIONS ELECTRICAL DETAILS ELECTRICAL SYMBOLS a'.e° < SCOPE DEVICES/EQUIPMENT LIGHTING 1.Permit Set 12-21-21 BUILDING STEEL THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE SINGLE POLE SWITCHES BONDING TO CEILING MOUNTE LED LIGHTING FIXTURE,LETTER INDICATES TYPE 9N A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE LEVITON NO. 1221-2-W WHITE W/WHITE PLASTIC COVER PLATES' GAS SERVICE 2 FOOT LONG ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, ( ) PIPING THAT 4"WIDE O CEILING OUTLET BOX WITH LED LIGHT FIXTURE,LETTER INDICATES TYPE COULD LIKELY 1/4"COPPER MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE THREE-WAY/FOUR-WAY SWITCHES BE ENERGIZED. BUSS WITH WALL MOUNTED LED SCONCE OR WALL PACK FIXTURE,LETTER INDICATES TYPE ELECTRICAL WORK. LEVITON NO. (1223-2-W/ 1224-2-W)WHITE W/WHITE PLASTIC COVER PLATES* NEC 250.104(B) PREDRILLED 7116"HOLES METAL FRAME PER ' J CEILING SUSPENDED INCANDESCENT OR LED LV CABLE(FRACK FIXTURE FOR ALL NEC 250.52(A)(2) D ; ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LED DIMMER SWITCHES PRIMARY& #3/0 cu WITH AIMABLE HEADS,LETTER INDICATES TYPE e`, _:. , ,••,w.•, LUTRON NO. NTF-103P-W WHITE W/WHITE PLASTIC COVER PLATES'`, SINGLE-POLE OR #6CU SECONDARY ( ) GROUNDING POLE MOUNTED LED PARKING LOT FIXTURE ON CONCRETE BASE,LETTER 1 a. 2017 NATIONAL ELECTRICAL CODE (NFPA 70) SPARE PREDRILLED y 1. Permit Response 10 02-11-22 - - - - - - - -- - - - - - - - - 3-WAY APPLICATIONS, PRESET LEVEL, 8 AMP CONTROL PROVIDE W/ 1201208V SYSTEM INDICATES TYPE I' HOLES AVAILABLE FOR OTHER SYSTEM INSULATED c. 2012 IBC CODE STANDOFF NOTE: CONFIRM COMPATIBILITY OF EXACT DIMMER SWITCH TO BE PROVIDED WITH EACH BONDING IN MOUNTING d. REGULATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION LIGHT FIXTURE TYPE APPROVED BY THE ENGINEER PRIOR TO ORDERING MATERIALS. ACCORDANCE WITH LIGHTING CONTROL NEC 250.92 THRU 94 FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT AND SERVICES 0 0 NECESSARY FOR COMPLETE AND SAFE INSTALLATION OF THE ELECTRICAL WALL SWITCH/OCCUPANCY SENSOR COMBINATIION DEVICE $ WALL MOUNTED SINGLE POLE SWITCH. MOUNT+48"A.F.F., U.O.N. SYSTEM INDICATED ON THE DRAWINGS AND NOTED IN THE SPECIFICATIONS LEVITON NO. (ODS15-ID-W) WHITE W/WHITE PLASTIC COVER PLATES', PASSIVE INFRARED METALLIC WATER #3/o cu SERVICE PIPE PER O 0 250MCM g WALL MOUNTED THREE-WAY SWITCH,MOUNT+48"U.O.N. HEREINAFTER. ELECTRICAL SYSTEMS AND EQUIPMENT SHALL IN GENERAL TECHNOLOGY, 2100 SQ.FT. COVERAGE, 180 DEGREE PATTERN,TIME DELAY OF 15 SECONDS NEC 250.52(A)(1) $ INCLUDE THE FOLLOWING: TO 20 MINUTES, 1800 VA LOAD AT 120 VOLTS, 5 YEAR WARRANTY #3/o cu 0 GND BUS $M WALL MOUNTED MOTION ACTIVATED SWITCH, MOUNT+48"U.O.N. #3/0 CU a. GENERAL PROVIS'ONS FOR ELECTRICAL WORK- 16010 STORAGE AREA CORRIDOR ZONE OCCUPANCY SENSORS A B c N D WALL MOUNTED DIMMER SWITCH,MOUNT+48"U.O.N. b. WIRING, DISTRIBUTION EQUIPMENT AND DEVICES- 16050 WATTSTOPPER/LEGRAND CX-100-1WITH POWER PACK BZ-150 OR SENSOR SWITCH HW13 WITH $ c. GROUNDING SYS-i EM - 16450 POWER PACK MP-20 WITH CEILING BRACKET ORIENTED SO THAT LENS IS MOUNTED PARALLEL MULTIPLE SETS 125V,20A MECHANICAL TIMER SWITCH ,0-60 MIN.,WITH d. LIGHTING FIXTURES - 16500 TO THE FLOOR FACING STRAIGHT FORWARD TO ACHIEVE MAX THROW. PROVIDE PLENUM O OF PHASE WEATHERPROOF DIE-CAST ALUMINUM COVER, MOUNT+48"U.O.N. e. FIRE ALARM SYSTEM - 16720 RATED POWER PACKS AS REQUIRED. PASSIVE INFRARED (PIR)TECHNOLDGY, 0 0 0 CONDUCTORS ST (INTERMATIC#FF60M OR EQUAL SWITCH WITH T&B#CKMUV COVER e. FIRST RESPONDER'S RADIO AMPLIFICATION SYSTEM - 16800 SELF-ADJUSTABLE TIME DELAY SET TO 15 MINUTES, 5 YEAR WARRANTY. IMDP OR CT 4'c °e o - o.a LIGHTING CONTROL HOMERUN/SWITCH DESIGNATIONS. I p p°y�e , p�pb p.�.O�G 16010 - GENERAL PROVISiGNS FOR ELECTRICAL WORK I , CONDUITS e o o:°oa �a $a LOWERCASE SUBSCRIPT INDICATES THE FIXTURE/SWITCH OFFICE AREA OCCUPANCY SENSOR OR OCCUPANCY/DAYLIGHT HARVESTING SENSOR / i a a:o•�,; I e•�o•iao :.%*, ;;e Jp o ° CONTROL. LEVITON PRO VOLT SERIES G I I I #3/o cu 40.• CONTROL COMBINATION. DRAWINGS: ELECTRICAL DRAWINGS CONSIDERED DIAGRAMMATIC AND GROUND ROD PER , o`oaa. NEC 250.52(A)(5) STORAGE AREA CEILING SUSPENDED PIR TECHNOLOGY INDICATE GENERAL ARRANGEMENT OF WORK AND SYSTEMS. REFER TO , RECEPTACLES n UFER ELECTRODE OCUPANCY SENSOR CONTROL.W/POWER PACK AS REQUIRED. MECHANICAL DRAWINGS TO VERIFY LOCATION OF EQUIPMENT, ETC. CHECK � PER NEC50.52(A)(3)P os DRAWINGS OF OTHER TRADES TO VERIFY EXACT SPACE CONDITIONS. DUPLEX NEMA 5-20R LEVITON NO. (BR20-W)WHITE W/MATCHING COVER PLATE. ALL WALL � PLACE INTO NEW CELLAR � ARROW INDICATES ORIENTATION AS REQUIRED FOR ZONE MOUNTED RECEPTACLES IN CORRIDORS SHALL BE PROVIDED WITH MULBERRY VERTICAL ZCONDUITS SLABEAREA CONTROL. SEE SPECS ON THIS SHEEET. QUALITY OF MATERIALS: NEW, BEST OF THEIR RESPECTIVE KIND, FREE FROM SELF CLOSING COVER WITH HASPS. ALL BUILDING EXTERIOR RECEPTACLES , EXCEPT ROOF ROOM CEILING MOUNTED OCCUPANCY SENSOR(LINE VOLTAGE), o DEFECTS,AND LISTED ORRECOGNIZED BY ASTM, UL, ETD, NEMA,ANSI,AS WHICH SHALL HAVE WHILE-IN-USE TYPE, SHALL BE PROVIDED WITH LOCKABLE COVERS(MULBERRY VERTICAL SELF CLOSING COVER W/HASPS) '' 1 SERVICE GROUNDING DETAIL os WITH USER-DEFINED INTEGRAL OCCUPANCY ON/OFF CONTROL OF . o APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. EQUIPMENT SHALL BE DESIGNATED LIGHT FIXTURES (SEE SPECS AND OR DETAIL). MARKED AS SUCH. ALL CEILING DEVICES SHOULD BE WHITE, WITH MATCHING COVER PLATES. E-001 SCALE: NOT TO SCALE CEILING MOUNTED DAYLIGHT HARVESTING SENSOR(LINE CURRENT CHARACTERISTICS: 120/208 VOLT 3 PHASE 4 WIRE, 60 HERTZ VOLTAGE),WITH USER-DEFINED FC ADJUSTABILITY& INTEGRAL 0 ' ALL OCCUPANCY SENSORS TO BE TESTED AND CALIBRATED PRIOR TO COMPLETION. OS OCCUPANCY ON/OFF CONTROL OF DESIGNATED LIGHT FIXTURES r_ (GROUNDED NEUTRAL). ALL CEILING MOTION SENSORS TO BE MOUNTED IN ACCORDANCE WITH MANUFACTURER'S ELECTRICAL DRAWING LIST (SEE SPECS AND/OR DETAIL). INSTALLATION INSTRUCTIONS (I.E. DISTANCE FROM DOORWAYS, DISTANCE FROM HVAC -y a SHOP DRAWINGS: SUBMIT PDF COPIES OF SHOP DRAWINGS FOR PHOTOCELL,CONDUIT STEM OR WALL MOUNTED, DIRECTED X GRILLES AND COVERAGE). QUANTITY OF POWER PACKS REQUIRED SHALL BE PER LIGHTING FIXTURES, DEVICES, PANELS AND FIRE ALARM DEVICES. OBTAIN E-001 ELECTRICAL COVER SHEET NORTH AND WEST AWAY FROM ARTIFICIAL LIGHT. (INTERMATIC 13 ENGINEER APPROVAL BEFORE EQUIPMENT IS ORDERED, BUILT OR INSTALLED. MANUFACTURER'S RECOMMENDATIONS. © #KC4121C,OR EQUAL) N E-101 ELECTRICAL 1ST FLOOR PLAN PERMITS AND FEES CONFIRM THAT LED DIMMERS ARE COMPATIBLE WITH THE LED LIGHTING MANFACTURER LED E-102 ELECTRICAL 2ND FLOOR PLAN TIME CLOCK(AS INDICATED ON LIGHTING CONTROL DIAGRAM) THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, AND DRIVER COMBINATION. E-4.00 ELECTRICAL ENLARGED PLANS Tc FEES & INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL WORK. N CONFIRM DEVICE AND PLATE COLORS WITH ARCHITECT PRIOR TO ORDERING MATERIALS E-501 ELECTRICAL SCHEDULES EMERGENCY LIGHTING WARRANTY AND STARTING THE WORK. E-502 ELECTRICAL SCHEDULES CEILING MOUNTED LED EMERGENCY EGRESS LIGHTING FIXTURE W/24170 U THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT OO OPERATION&BATTERY INVERTER,LETTER INDICATES TYPE. ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP SAFETY SWITCHES E-503 ELECTRICAL SCHEDULES & COMPLIANCEMimi FOR A PERIOD OF ONE (1)YEAR FROM THE DATE OF FINAL HEAVY DUTY TYPE, HORSEPOWER RATED WITH INTERLOCKING COVER, VEMA 1 TYPICAL. E-601 ELECTRICAL RISER DIAGRAM CEILING(SUSPENDED)/WALLMOUNTED EXIT SIGN WITH DIRECTIONAL ACCEPTANCE BY CLIENT'✓.ND WILL REPAIR OR REPLACE ANY ALL SWITCHES SHALL BE LOCKABLE. FUSES IN CIRCUITS RATED AT 600 AMPERES OR LESS E-602 ELECTRICAL FIRE ALARM RISER ® le; ARROWS AND FACES AS INDICATED ON DRAWINGS. 16 16 DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE SHALL BE UL CLASS RK1 DUAL-ELEMENT,TIME-DELAY. 2 g WALL MOUNTED EGRESS BATTERY BACKED FIXTURE,LETTER INDICATES TYPE ANY OTHER EXISTING VVCRK DAMAGED IN THE COURSE OF REPAIRING PANELBOARDS DEFECTIVE MATERIALS AND WORKMANSHIP. POWER o PROVIDE BRANCH CIRCUIT PANELBOARD(S)AS SHOWN ON THE DRAWINGS 3 COORDINATION AND AS SPECIFIED HEREIN. PANELBOARDS SHALL BE MAIN LUGS ONLY OR MAIN BREAKERS WALL MOUNTED DUPLEX NEMA5-20R RECEPTACLE.+18"A.F.F.U.0.N. —° AS REQUIRED. PANELBOARDS SHALL BE CONSTRUCTED WITH COPPER BUS AND BE AMR I& THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK ENCLOSED IN NEMA 1 TYPE HOUSING AS MANUFACTURED BY"SQUARE D","EATON", "GE" DUPLEX NEMA5-20R RECEPTACLE AT STRUCTURE LEVEL IN CAST BOX. WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE "SIEMENS" OR EQUAL. ENCLOSURE(S)SHALL BE COMPLETE WITH A HINGED DOOR, COORDINATE COLOR WITH ARCHITECT. PRECEDENCE OVER ALL. OTHER DRAWINGS. DO NOT SCALE DISTANCES CYLINDER LOCKAND A NEATLY TYPED DIRECTORY UNDER PLASTIC COVER IN EACH PANEL 0 FROM THE ELECTRICAL I�;;�NOJINGS; USE ACTUAL BUILDING DIMENSIONS. WALL MOUNTED QUADRAPLEX NEMA5-20R RECEPTACLE DOOR. CIRCUIT BREAKERS: MOLDED CASE,THERMAL-MAGNETIC QUICK-MAKE, _ +18"A.F.F.U.0.N. QUICK-BREAK, BOLT-ON TYPE OPERATED INSULATED TRIP-FREE HANDLE, WITH MANUALLYCID TESTING MULTI-POLE TYPES WITH INTERNAL COMMON TRIP BAR. TERMINALS SUITABLE FOR COPPER LIGHT FIXTURE CONTROL ZONE KEY — STORAGE AREAS--(! 4� WALL MOUNTED DUPLEX GFCITYPENEMA5-20RRECEPTACLE ALL ELECTRICAL SYSTE: SHALL BE TESTED FOR PROPER OPERATION. BALANCE ALL BRANCH C:� ;CUIT LOADS BETWEEN THE PHASES OF THE OR ALUMINUM CONDUCTORS.INTERRUPTING CAPACITY MINIMUM 10,000 RMS SYMMETRICAL _�_. +18"A.F.F.(SHADED=+42"A.F.F.) SYSTEM TO WITHIN 10% C:F THE HIGHEST PHASE LOAD IN EACH PANELBOARD. MOUNTING AMPERE AT 120 VOLT AC. ® WITH211 EX NEMA 5-20R OUTLET IN FLUSH FLOOR MOUNTED BOX 0 p,. ., ' " BRUSHED STAINLESS STEEL FINISH. MECHANICAL EQUIPMENT LO E MOUNT INDEPENDENT OF THE MECHANICAL UNIT HOUSING UNLESS SPECIFICALLY 0 0 M CID ALL FINAL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE BY ACCEPTED BY THE LOCAL CODE AUTHORITY. PROVIDE CHANNEL STEEL SUPPORTS ZONE ® QUADRAPLEX NEMA5 20R OUTLET IN FLUSH FLOOR MOUNTED BOX THE ELECTRICAL CONTRACTOR. MOUNTED IN COORDINATION WITH ROOF PENETRATION AND PATCHING WORK. ' NUMBER WITH BRUSHED STAINLESS STEEL FINISH. CU t— w NAMEPLATES DISCONNECT SWITCH;FIRST NUMBER INDICATES AMPERE RATING, >- 16050 -WIRING, DISTRIBUTION EQUIPMENT AND DEVICES 8 �, SECOND NUMBER INDICATES POLES,THIRD NUMBER INDICATES z N £ PROVIDE PERMANENT NAMEPLATE LABELING ON ALL DISCONNECTS, INCLUDE LOAD 30/2/R FUSE RATING,*INDICATES FUSE SIZE IN ACCORDANCE WITH U PROVIDE CODE APPROVED WIRING METHODS FOR BRANCH CIRCUITING SERVED,VOLTAGE, PHASE, HORSEPOWER, FUSE SIZE,AND TYPE. EQUIPMENT NAMEPLATE REQUIREMENTS. J INDOORS, SUCH AS EMT CONDUIT AND COPPER CONDUCTORS, MC O 2 Y Q CABLE OR LIQUIDTIGHT CONDUIT FOR MECHANICAL EQUIPMENT AND POWER. 16450-GROUNDING SYSTEM ®, COMBINATION DISCONNECT MOTOR CONTRILLER.PROVIDE W/HOA.MATCH TO. _ _ - y � , MOTOR SIZE,VOLTAGE&PHASE. O `0 RACEWAYS GENERAL: FURNISH AND INSTALL COMPLETE SYSTEM OF GROUND CONDUCTORS, :3 } ELECTRODES AND ACCESSORIES TO EFFECTIVELY AND PERMANENTLY GROUND .,,,,,,....,. �., . MOTOR CONNECTION i U C THE MINIMUM SIZE OF CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. - CL CONDUIT RUNS CONCEALED IN CONCRETE SHALL BE 1" MINIMUM, UNLESS TRANSFORMERS, RACEWAYS AND DISTRIBUTION EQUIPMENT OF THE ELECTRICAL SYSTEM IN O CEILING MOUNTED JUNCTION BOX,D/T=DATA&TELEPHONE i z a OTHERWISE NOTED. CONDUIT CONNECTORS SHALL BE DOUBLE LOCKNUT TYPE, ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 7if (n C) 3 UL LISTED AND LABELED,WITH COMPRESSION OR SET SCREW FITTINGS. STORAGE AREA LIGHTING CONTROL AND CIRCUITING NOTES: WALL MOUNTED JUNCTION BOX,+18"A.F.F.,U.O.N. (D EQUIPMENT: GROUND NON-CURRENT CARRYING METAL PARTS OF PANELBOARD, RACEWAYS i RIGID CONDUIT SHALL BE HOT DIPPED GALVANIZED. 1. ALL TYPE'A'LIGHT FIXTURES WITHIN THE INDICATED DESIGNATED ZONE SHALL BE CONNECTED TO THE J FLOOR OR GRADE MOUNTED JUNCTION BOX, 0 N E AND ALL LIGHTING FIXTURES. METALLIC RACEWAYS SHALL UTILIZE DOUBLE OCCUPANCY SENSOR CONTROLLED ZONE.THE ZONE CIRCUIT OF ORIGIN IS INDICATED ON THE PLAN SHEET NOTES 0LL E O 0 LOCKNUTS AND OTHER FITTINGS AS PROVIDING GROUND CONTINUITY. CABLE OR CONDUIT RUN(CONCEALED IN OFFICE AREA) Y -0BRANCH CIRCUIT WORK CHASED INTO EXISTING CONSTRUCTION FOR 2. ALL NON-EMERGENCY TYPE'A'LIGHT FIXTURES WITHIN THE INDICATED DESIGNATED ZONE SHALL BE CONTROLLE.r _ CONCEALMENT UNDER PATCHED FINISHES SHALL BE INSTALLED IN RIGID BY THE CORRIDOR MOUTED MOTION SENSOR(S)WITHIN THE ZONE. WHERE MORE THAN ONE OCCUPANCY SENSC) IS O O r INDICATED IN A ZONE, ONLY ONE SENSOR ACTIVATION IS REQUIRED TO ILLUMINATE ALL LIGHT FIXTURES WITHIN THE ZONE. L5:8,10,12 BRANCH CIRCUIT HOMERUN DESIGNATION(WW:XX,YYZZ)WHERE U CONDUIT, OR EMT. 16500- LIGHTING FIXTURES AND LAMPS ( ) WW=PANELBOARD OF TERMINATION;YY=CIRCUIT NUMBER; z LO w 3. ALL HALF-SHADED(EMERGENCY EGRESS)TYPE'AE'LIGHT FIXTURES WITHIN THE INDICATED DESIGNATED ZONE A1;D EXIT �— XX,YY=2 POLE CIRCUIT NUMBER; XX,YYZZ=3 POLE CIRCUIT NUMBER. VT WHERE RACEWAYS ARE INSTALLED FOR OTHERS TO USE, OR FOR FUTURE USE, PROVIDE A LIGHTING SYSTEM COMPLETE AND FULLY OPERATIONALAND IN CONFORMANCE LIGHTS SHALL BE CONNECTED AHEAD OF OCCUPANCY CONTROL TO THE INDICATED LIGHTING CIRCUIT FOR 24/7 PROVIDE NYLON PULL STRING. WITH CODE AND UL LISTING REQUIREMENTS. RELAMP AND/OR REPAIR ANY NON "NIGHT LIGHT"OPERATION. 120/208 VOLT PANELBOARD —' OPERATIONAL FIXTURES WITH NON-WORKING BALLASTS OR LAMPS. CLEAN ALL FIXTURES 4. ALL'B'TYPE LIGHT FIXTURES ARE CONTROLLED VIA INTEGRAL MOTION SENSORS AND SHALL BE CONNECTED TO THE PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING AT TIME OF JOB COMPLETION UTILIZING MANUFACTURER'S APPROVED OR RECOMMENDED CIRCUIT OF THE DESIGNATED ZONE.CONNECTAHEAD OF THE ZONE CEILING OCCUPANCY SENSOR. ® 277/480 VOLT PANELBOARDw- ^.`R,'."CF�:e`","'•`.c�"i', <w°'e`j,`;�Y'"}�>^•"cam. e 3M FIRE BARRIER CAULK, NELSON ELECTRIC FLAMESEAL, T&B FLAMESAFE OR CLEANING SOLUTIONS. PROVIDE PER LIGHTING FIXTURE SCHEDULE. .` z OTHER UL-APPROVED METHODS. FIRE ALARM ti:;g �• 16720- FIRE ALARM SYSTEM GENERAL NOTES . CONDUCTORS WALL OR CEILING MTD.AUDIO(HORN)NISUAL SPRINKLER ALARM "E T CONTRACTOR TO PROVI DE IDYPEWRITTEN SCHEDULES FOR ALL PANELBOARDS F INDICATING DEVICE;15 cd U.O.N.MOUNT 80 A.F.F.,U.O.N. a�' ��"` ,` ° ° • > PROVIDE ADA COMPLIANT FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72, IBC AND NFPA 1 � �•".•' .. � � :"' '� ,., CONDUCTORS: COPPER, IN ACCORDANCE WITH ASTM STANDARDS, SIZE 13 REQUIREMENTS, COMPLETE WITH MONITORED ADDESSABLE DIGITAL CONTROL PANEL, UTILIZED AT COMPLETION OF PROJECT,INDICATING ACTUALAS-BUILTCONDITIONS. SCHEDULES SHALL INCLUDE CIRCUIT NUMBER,EQUIPMENT SERVED. 'n"x �' ;•;�.:,.���; ;.°a.:.>•�;,.�.. REFERENCES AWG. CONDUCTORS NO. 10 AND SMALLER SIZE SOLID, NO. 8 REMOTE GRAPHIC ANNUNCIATOR, EXTENDER PANELS AND ALL REQUIRED AND INDICATED WALL OR CEILING MTD.VISUAL SPRINKLERTIRE ALARM INDICATING DEVICE;15 cd J,3.,,'��+KT:'SG v,.•9oe�;Y,..p�°sv U.O.N.U.O.N.MOUNT 80"A.F.F., AND LARGER STRANDED. INSULATION OF CONDUCTOR 600V, TYPES THHN DEVICES. CONTROL PANEL TO HAVE AUTODIALER, 24 HR STANDBY BATTERY BACKUP WITH 90 2. CONTRACTOR TO PROVIDE PERMANENT LAMICOID LABELS,BLACK WITH WHITE PLAN NING•ARCHITECTURE OR THWN, MINIMUM SIZE: NO. 12 AWG. COLOR-CODING FOR PHASE AND MINUTE ALARM CAPABILITY, SURGE PROTECTED 120V POWER SUPPLY,AND INTEGRAL LCD LETTERING FOR NEW OR RENAMED PANELBOARDS&FOR DISCONNECT SWITCHES. O CEILING MTD.SMOKE DETECTOR FIRE ALARM INITIATING DEVICE -PROPERTY VISIONING VOLTAGE LEVEL IDENTIFICATION, 600 V OR LESS: USE COLORS LISTED HEREIN ANNUNCIATION DISPLAY.ACCEPTABLE MANUFACTURERS: HONEYWELL, GAMEWELL, NOTIFIER, 3. NOT USED. FOR UNGROUNDED FEEDER AND BRANCH-CIRCUIT CONDUCTORS. SILENT KNIGHT, SIEMENS, SIMPLEX-GRINNELL, OR APPROVED EQUAL. CEILING MTD.RATE-OF-RISE HEAT DETECTOR FIRE ALARM INITIATING DEVICE 800 W. Broad St. Suite 400 3. ALL BRANCH CIRCUIT HOMERUNS SHALL BE CONNECTED TO 20 AMP SINGLE POLE Falls Church Virginia 22046 PROVIDE CONNECTIONS TO ALL ALARM &TROUBLE DEVICES AS OUTLINED IN FIRE ALARM CIRCUIT BREAKERS W MINIMUN 2#12+#12G.UNLESS OTHERWISE NOTED ON THE WALL-MOUNTED,DUAL-ACTION MANUAL FIRE ALARM PULL STATION, , 9 A. COLOR SHALL BE FACTORY APPLIED, OR FIELD APPLIED FOR SIZES MATRIX.ALL EXRANEOUS FUNCTIONS, SUCH AS HVAC SHUTDOWN, ELEVATOR SHUTDOWN DRAWINGS OR REQUIRED DUE TO VOLTAGE DROP. +48"TO TOP OF DEVICE,U.O.N. 703-356-6771 fax: 356-7010 LARGER THAN NO. 8 AWG ELEVATOR RECALL, FIRE PUMP MONITORING, AND GENERATOR MONITORING SHALL BE 4. ALL WIRING SHALL BE U.L.LISTED AND INSTALLED IN RACEWAY SYSTEMS. B. COLORS FOR 208/120-V. COLORS FOR 480/277-V, INCLUDED WITHIN THE SCOPE OF THE FIRE SYSTEM INSTALLATION. SD SMOKE DUCT DETECTOR FIRE ALARM INITIATING DEVICE AS INDICATED, PHASE A: BLACK PHASE A: BROWN SEE MECHANICAL PLANS FOR EXACT QUANTITIES AND LOCATIONS. PHASE B: RED PHASE B: ORANGE PROVIDE STROBE/HORN DEVICES AS INDICATED AND REQUIRED BY CODE, WITH MULTIPLE Fs PIPE MTD.FLOW SWITCH SPRINKLERALARM INITIATING DEVICE CONNECTION. ♦ SAP"s� W *Y PHASE C: BLUE PHASE /2 YELLOW SETTINGS UP TO 11OCD RATING EACH, MATCH SETTING FOR NFPA72 SPACING CALCULATIONS. ELECTRICAL ABBREVIATIONS ❑ NEUTRAL WHITE FOR203/120-V , GRAY FOR 480/277-V. GROUND-GREEN TS VALVE MTD.TAMPER SWITCH SPRINKLER ALARM INITIATING DEVICE CONNECTION * w �� to F W i VOLTAGE DROP SHALL BE ACCOUNTED FOR IN ALL BRANCH CIRCUIT AND FOR A,AMP AMPERE LT,LTG LIGHTING ® DRY VALVE PRESSURE SWITCH SPRINKLER ALARMI INTIATING DEVICECONNECTION. m 2 i FEEDER SIZING.THESE DOCUMENTS INDICAT MINIMUM CONDUCTOR SIZE FOR CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ENGINEER AND AHJ APPROVAL. 7- O CONTRACTOR SHALL OBTAIN NECESSARY FIRE ALARM PERMITS AND UL CERTIIFICATE OF ACS ABOVE COUNTER SURFACE MCB MAIN CIRCUIT BREAKER a N LOAD SERVED, BUT DOES NOT ACOUNT FOR LENGTH OF RUN, WHICH IS AT AFF ABOVE FINISHED FLOOR ®T ELEVATOR&ELEVATOR LOBBY TWO WAY COMMUNICATION SYSTEM.IBC 1007.8 '� k� THE DISCRETION OF THE CONTRACTOR TO DETERMINE COMPLETION AT THE END OF CONSTRUCTION. CONTRACTOR TO PAY ALL PERMITS AND MLO MAIN LUGS ONLY ,► INSPECTIONS. REUSE OF EXISTING SYSTEM WILL BE CONSIDERED IF PROOF OF CURRENT BKR BREAKER P POLE COMMUNICATIONS bP, R0"pess ALUMINUM CONDUCTORS SHALL BE PERMITTED FOR SERVICE CONDUCTORS AND COMPLIANCE AND CAPACITY CAN BE PROVIDED. C CONDUIT PNL PANEL ��►y TV N PANELBOARD FEEDERS ONLY#3 AWG AND LARGER. IF SUBSTITUTE OF ALUMINUM 16800 - EMERGENCY RESPONDER RADIO COVERAGE (1ST RESPONDERS t RADIO AMPLIFICATION: CKT CIRCUIT RECEPT RECEPTACLE WALL MOUNTED DISPLAY OR DATA OUTLET(INCL.JACKS)W/RJ6 CABLE&CAT 6E ©bwdarchitects 2021 CONDUCTORS APPROVED BY THE ENGINEER, CONTRACTOR SHALL BE CT CURRENTTRANSFORMER 0 V TO TELECOM BACKBOARD(DEMARC),CONTRACTOR TO PROVIDE&INSTALL RESPONSIBLE FOR ENSURING ALL CONDUIT, ELECTRICAL GEAR AND OTHER SW SWITCH WIRING.MOUNTING HEIGHT PER ELEVATION ON ARCH DRAWINGS.OPEN OUTLET= ELECTRICAL TERMINATIONS ARE SIZED APPROPRIATELY AND SUITABLE FOR ELECTRICAL REFER TO NFPA 101 AND THE EXECUTIVE REGULATIONS 8-16 (22.00.07.133) DISC DISCONNECT TYP TYPICAL DISPLAY ONLY,HALF SHADED=DATA OUTLET WITH CAT 6E CABLE ONLY. ALUMINUM (BI-METALLIC)TYPE CONNECTIONS. CONTRACTOR TO PROVIDE 2" CAPPED SLEEVES BETWEEN ALL FLOOR LEVELS AND ROOF FOR ELEC ELECTRIC,ELECTRICAL U.O.N. UNLESS OTHERWISE NOTED TELE/DATA OUTLET IN FLUSH FLOOR MOUNTED BOX W/BRUSHED STAINLESS COVER SHEET MOTORS AND OTHER WIRING POSSIBLE REQUIRED DISTRIBUTED ANTENNA SYSTEM (DAS). UPON COMPLETION OF EM EMERGENCY v VOLT STEEL COVER.WHEN SHOWN ADJACENT TO OTHER FLOOR BOXES PROVIDE CONSTRUCTION THE CONTRACTOR SHALL RETAIN A CERTIFIED TESTING AGENCY TO CONFIRM F FUSE W WIRE ❑V MULTI COMPARTMENT BOX.PROVIDE 1"CONDUIT TO NEAREST INTERIOR WALL& THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED CONDUIT, WIRING, RADIO COVERAGE TO CONFIRM COMORMANCE WITH REQUIREMENTS WHICH ARE FOUND IN FA FIRE ALARM UP TO ACCESSIBLE CLG.RUN 2-CAT6E CABLES FROM OUTLET TO TELECOMM. E-001 AND SAFETY SWITCHES FOR ALL MOTORS AND OTHER ELECTRICAL EQUIPMENT, THE EXECUTIVE REGULATION. IN TESTING CONFIRMS INADEQUATE COVERAGE, THE WL WHILE-IN-USE COVER BACKBOARD(DEMARC).CONTRACTOR TO PROVIDE&INSTALL WIRING.EVEN THOUGH THE MOTORS AND ELECTRICAL EQUIPMENT MAY BE SUPPLIED BY CONTRACTOR WILL PROVIDE A COMPLETE APPROVED DAS WITH ALL NECESSARY WIRING, G,GND GROUND WP WEATHER PROOF Summit Pr'2019008.39 OTHERS. MOTORS, CONTROLS, ETC. SHALL BE FURNISHED BY THE SUPPLIER OF AMPLIFIERS,AND BACK-UP POWER SUPPLIES. SYSTEM WILL NEED TO BE MONITORED BY THE HGT HEIGHT XFMR TRANSFORMER SUMMIT X OF x THE ALL DRIVEN EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE FIRE ALARM SYSTEM. PRICING FOR SLEEVES AND TESTING TO BE IN BASE BID. PRICING FOR ENGINEERS, INC pi� Mechanical Electrical Consultants "�`k°j A"� '»`'" '`�° `"`•r 'P'� "'f`,.Y WORK AND CONNECTIONS REQUIRED TO MAKE THE SYSTEM COMPLETE AND DAS TO BE SEPARATE ADD ALTERNATE. Mechanical al E Arlington, n 22207 "`h ,^r OPERATIONAL. ;,. ' 703 533 5593 summitengineers.com �.•": ''?'` .+�'. •2* 1.Permit Set 12-21-21 22..E �l 01 ! 1,02) ;03; 04! (05� 06! 071 08; 09 %10 (11 ; �12 131 ,14 15; 16) 1, 17) ;18; i19, 20i 21� 22, i231 24l 25 (26: 127; 28, (29) 30• ! (LP:1) (LP:1) C ENTRY OF OF KEYPAD (LP:1) (L1 B:11) o B1 (TYP.4) (M1B3 5) 3 (LP:21)�G o O (L16:9) O O O — N CUR-2 F (M16:37 39) F o a� FAAP ENT 2 STAIR#2 ca ry C IIptlJI o (M1B.-1) .Q x FE R m C (LP:1) Of - / ® (�G�) 61 (TYP. 3) ELEV.#2 ELEV. SPRINKLER OU-1(2C) O (L16:9) O O MACH.: ROOM a) (M1A:26,28) \ Co RM. #2 ' U I ' U OU-1(2E) !!!1 (M1A:26,28) m z O O O O ELECTRIC i 1 I ROOM ( m C (LP:1) (LP:1) — 4 � E-400 w OF OF ---- o �� HP-1(1C) (L1A:9) L(Ml :15,17) (LP:1) O FE Q® � m 3 m (M1B:14,16) b 3 CUR-2__--AP G B1 (TYP. 15) (L16:2)� O I / I ca F O (L1A:3) O O O O O O O O O O O O O O i ( ' w E TRY �. `FWH-2 ' O F O O O O OU-1(1C) STAIR#1— (M1A:3,5) q O i O (M16:22,24) i ® Alf 2 i OU-1(1 B) :...........:, ..p. . mr__.,.. .. ___......... ..... 16 1 G C s FWH-1 E-400 i ----- —� (M 8,20) a 2 — \ /I ' (M1B.2 8) :LEV. 1 B U 1(2B) >, � . ELEV. #1 _...,.r... ., ��:_,w,.:.,:...o..,. .. ,...., .wn,,.,.M,�,,...,., . ._,�......,...;....„_., (L .2) � cc � 62 .,..._ ,.nH.. ... 777 O O cu FE[ / O O O O O O O O O O O O O O O I O O O O Ocu CF-1 z E L.. , "'JI (M1B:29) IMAIRM J p (Lf F L1A' 'M1A' ® F P:1) CF-1 � � +r o ( � !t® ® m (L1A:2) % m m ® m O m e m (L1A:2) (M1A:29) m m tot o Q m (L1 B:2) m 5 s �� O © �� G O U) 2 LP:1 — — — — — — -� — — — — — — r >_ HP-1(1A)^ HP-1(1B) p -°o (M1A:10,12) (M1B:10,12) } a) ErmaOU-1(2D) O O O O O O O O O O O O O O O O O O F O O O O O O O O O LO UCL (M1A:22,24) +r i z °- 1z _ OU-1(1A) (M 1 A:14,16) `' LL E " 7 OU-1(2A) V (M1A:18,20) e 0 p o U O O O O O O O O O O � w z C0 U) FE y_.... .. _.o ., .. v ..,:...: FWH-2 ENTRY 3 (M1B:3,5) B1 (TYP. 19) C(L1A:3) O O O O O O O O O O O O O O O O O OCUR-1f _ O O O O O O O O O (M1B:33,35) G B1 (TYP.9) ' F O (LP:1) PLANNING•ARCHITECTURE -PROPERTY VISIONING 800 W. Broad St. Suite 400 Falls Church, Virginia 22046 � %J03-356-6771 fax: 356-7010 CF NEW y c 1` GENERAL DRAWING NOTES: >��� CA+sty 1 ALL 4'LED STRIP LIGHT FIXTURES ARE CHAIN HUNG TYPE'A'U.O.N., ALL EMERGENCY/NL 4' 5. POWER FOR HEAT PUMP,CONDENSATE PUMP AND MOTORIZED DAMPER(MOD)TO BE FED .� r" W f .,• E �` LED STRIP LIGHT FIXTURES ARE TYPE'AE'U.O.N.TYPE'A'&'AE'FIXTURES WHERE BY 120V,20AMP CIRCUIT AS INDICATED.CONDENSATE PUMP WITH GENERAL DUTY 15AMP 1 ELECTRICAL 1st FLOOR PLAN IF � xIF INDICATED ARE TO BE HUNG IN TANDEM MANNER WITH HARDWARE TO ASSURE PERFECTLY POLE SWITCH CONNECTION.SEE MECHANICAL PLAN TO CONFIRM ACCOMPANYING MOD r / STRAIGHT ROWS IN THE EXACT CENTER OF THE CORRIDORS, EXCEPT WHEN PURPOSELY LOCATION. NU �: LOCATED TO AVOID HVAC UNIT. 6. ALL STAIR#1 LIGHTS AND EXIT LIGHTS ON A-SIDE ARE CIRCUITED TO L1A:9 .ALL STAIR#2 E-101 Scale: 3/3 2" = 1 '-Ott 2 STORAGE UNIT CEILING LIGHT FIXTURES ARE TYPE'B'(W/INTEGRAL OCCUPANCY SENSOR, LIGHTS AND EXIT LIGHTS ON B-SIDE ARE CIRCUITED TO(L1 B:11). � CEILING MOUNTED). ©bwdal�l�t ct 2021 7. ALL LIGHT FIXTURES EXCEPT TYPE AE&EXIT SIGNS WITHIN THE OCCUPANCY CONTROLLED 3. WHERE CEILING MOUNTED EXIT SIGNS ARE SHOWN NEAR CORRIDOR WALLS, FIXTURE ZONES SHALL BE CIRCUITED TO THE FOLLOWING BREAKERS PER WIRING AS INDICATED ON SHALL BE SUSPENDED MOUNTED CLOSE TO THE ADJACENT WALL SYSTEM TO AVOID THE PANEL SCHEDULES. ONLY NON-EGRESS FIXTURES WITHIN EACH ZONE SHALL BE KEYED DRAWINGS NOTES: ELECTRICAL FIXTURE DAMAGE. HEIGHT TO TOP OF FIXTURE SHALL BE BELOW OTHER SYSTEMS FOR CONTROLLED BY OCCUPANCY SENSORS FOR THAT ZONE. EMERGENCY FIXTURES SHALL VISIBILITY FROM A DISTANCE OF UP TO 100 FT.ALL INTERIOR EXIT SIGNS TYPE X, U.O.N. BE ENERGIZED 24/7: 0 PROVIDE 60 AMP FSS AT HEAT PUMP AND INSTALL SERVICE RECEPTACLE ADJACENT TO 1st FLOOR PLAN ZONE 1: (L1A:1) ZONE 4: (L16:1) SWITCH. 120 VOLT CIRCUIT TO SERVICE HEAT PUMP, RECEPTACLE AND ANY ASSOCIATED 4. PROVIDE A SMOKE DUCT DETECTOR AT THE RETURN OF EACH HEAT PUMP(HP-#UNIT),AND ZONE 2: (L1 B:3) ZONE 5: (L16:3) CONDENSATE PUMP AND/OR MOTORIZED DAMPER(MOD). USE LOCAL CORRIDOR INTERCONNECT WITH FIRE ALARM SYSTEM. DUCT DETECTOR SHALL BE COMPATIBLE WITH ZONE 3: (L1 B:1) RECEPTACLE CIRCUIT FOR POWER TO SERVICE OUTLET. BUILDING FIRE ALARM SYSTEM,QUANTITIES AND LOCATIONS AS INDICATED ON THE E- 101 MECHANICAL DRAWINGS. Summit Pr2019008.39 SUMMIT x O X ENGINEERS, INC OF Mechanical Electrical Consultants 5307 Lee Hwy Arlington,VA 22207 ., 703 533 5593 summdengineers.com 1.Permit Set 12-21-21 1.Permit Response Al 02-11-22 �0l� ) ' �U8) -`` �1l ) � ') �n� � \l7| -'18� ` /'0) /21\ ' `~-/ ' ' — ' ' � �/ `- ' | `^~ ' 30 / `^"' `^' / | | | � MQ CD � C� co 0 � � to � ° 0 � CU MQ J7(L P-:�17) (L P7 1�7) J(LP-.:17) (LP:17) � ° s � _ ca � '0 ° v-,:.'/ CD e N ~ 0) 20 :(LPj-17) Co -0 � 2 QJ f co CD � (LP:17) (1_113:4) (L P 1 a7) 800 W. Broad St. Suite 400 Falls Church, Virginia 22046 mQ MQ L(LP 17) 77(�L�iri fl) Cr-NC4V GENERAL DRAWING NOTES: rj_`� ELECTRICAL 2nd FLOOR PLAN 1. ALL 4'LED STRIP LIGHT FC�TUREGARE CHAIN HUNG TYPEYYU.O.N, ALLEMERGENCY/NL 4' 5. POVVERFOR HE/�'PUK8�CONDENSATE PUK��AND K8OTOR�EDDAMPER(NOD)TOBEFED LED STRIP LIGHT FC�TURESARE TYPE)�EU.O.N.TYPEY;&)AE F0(TURESVVHERE BY120�2OAMP CIRCUIT AS INDICATED.CONDENS/�lEPUK8PVV�HGENERAL DUTY 15 AMP 1 ��{���|��� ��/��z''' �� | '-��'' |ND|C/��EDARE TOBE HUNG |NTANDEK� K8ANNERVV|THHARDYVARETO ASSURE PERFECTLY POLE SVV|TCHCONNECTION.SEE K8ECHAN|CALPLAN TOCONFIRM ACC0K8PAN|NG MOD 7--' ' STRAIGHT ROVVS |N THE EXACT CENTER OF THE CORRIDORS, EXCEPT VVHENPURPOSELY LOCATION. LOCATED TO AVOID HN\CUN|T O. ALL STAIR#1 LIGHTS AND EXIT LIGHTS ONA-G|DE ARE CIRCUITED TO(L1A:9).ALL STAIR#2 2. STORAGE UNIT CEILING LIGHT FIXTURES ARE TYPE'B'(wW INTEGRAL OCCUPANCY SENSOR, LIGHTS AND EXIT LIGHTS ONB'S|DE ARE CIRCUITED TO(L1B:11). CEILING MOUNTED). ELECTRICAL 7. ALL UGHTFIXTURES EXCEPT TYPE AE& EXIT SIGNS VV|TH|NTHE OCCUPANCY CONTROLLED KEYED DRAWINGS NOTES: 2nd FLOOR PLAN 3 WHERE ZONES� (� PROV|DE8OAk8PFSSATHEATPUK4P�ND |NSTALLSERV|CERECEPTACLEADJA�ENTTO SHALL BE SUSPENDED MOUNTED CLOSE TD THE ADJACENT VVALLSYSTEM TOAVOID THE PANEL SCHEDULES.ONLY NON-EGRESS FIXTURES VV|TH|NEACH ZONE SHALL BE FIXTURE DAK�AGE. HEIGHT TO TOP OF FIXTURE SHALL BEBELOVY OTHER SYSTEK4SFOR CONTROLLED BY OCCUPANCY SENSORS FOR THAT ZONE. EK8ERGENCYFIXTURES SHALL SVV|TCH. 120 VOLT CIRCUIT TO SERVICE HEAT PUK8� RECEPTACLE AND ANY ASSOCIATED VISIBILITY FRDK8A DISTANCE OFUPTO1OOFT ALL INTERIOR EXIT SIGNS TYPE X. U.O.N. 8E ENERGIZED 24/7: CONDENSATE pUK8pAND/OR K�OTOR|ZEDDAK�PER(KAOD). USE LOCAL CORRIDOR RECEPTACLEC|RCU|TFORPOVVERTOSERV|CEOUTLET ZUNE1� (L1A11) ZONE0� (L1B�5) E- 1 02 4. PROV0EASK4OKE DUCT DETECTOR AT THE RETURN OFEACH HEAT PUK8P(HP#UN[r).AND ZONE2: (L1A11) ZONE7: (L1B:5) INTERCONNECT VV|THFIRE ALARK0SYSTEK« DUCT ZONE <L1��13) ZDNE8: (L1BJ) SUMMIT � � � v��K�y�Y������� � BUILDING FIRE ALARK�SYSTEK8.QUANTITIES AND LOCAT0NSAS INDICATED ONTHE ZONE4: (L1A:13) ZONE 9: (L1B:7) ENGINEERS, INC MECHANICAL DRAWINGS. ZONE5: (L185) . ��=o�= w=�m U s�u= � �� n '�~"^==�~~��'""°==� E F-2 1.Permit Set 12-21-21 (M16:11,13) wP E E 9Q AE EUH-1 (L16:21) (L113:21) 0 J (L1 13:25) (L1 13:23) AE (L16:8) S 10 0 (L16:9) .. ®� •® � " `_. 0 J (M16:32) (1-113:6) AE (L16:10) E E (L16:21) (L1 B:21) J (M 1 B:30) (L1 B:23 AE 11 ( ) 20/3/*I E E � ELEV 2 L16:9 ESP ® FS FS FS FS (M1B:19,21,23) (L16:21) (L1li'i ) (MDP:20,22,24) TS TS TS TS (L16:10) 150/3/* (M113:15,17) Q (LP:2) (LP:2) AE N (L16:9) Q5 M AE (L16:9) MDP (LP:2) 0 LP 1_16 M113 0 N O FWH-1 0 (M16:7) H `) 0 m m EF-2 a o c CL (M1A:7) wP , b a (M1B:31) 2 SO © WH-O (L1 B:9) EF-3 a AE (L1A:25) E E (M16:25,27) ba b N A3 rh I. (L1A:23) (L1A:21) (L1A:21) — aL—Hi T 1 (L16:9) (L1A:6) O EF-1�/ Q J (L1A:8) (M16:31) b o a� AE (M1A:32) r O H (M1B:31) b EF-3 E E a b Icn a L, ® J (L1A:21) (L1A:21) m (M 1 A:30) (L1 B:9) E ELEV 1 E E 20/3/* _ESP 2 (MDP 19,21,23) \ '�(M1A:9,11,13) FWH-1 ) 150/3/* (M 1 B:9) o N 3 m m w 0 v U Q) L 2 ELECTRICAL ELEVATOR RM . 1 ENLARGED ROOMS NORTHCU 1 E-400 Scale: 1 /4 — 1 -0 E-400 Scale: 1 /4 — 1 -0 to m to co w a �- J > �U) 2 0 0 CL 0) � >o 0 L U >Z O - a) )U Q J a� "> 3 L i U_ E U 0 U O 0 c- E '0 � U O t z LO C.0 J) w U KEYED DRAWINGS NOTES: Q FIRE ALARM CONTROL PANEL. FACP&DACT. 1/8"PLYWOOD BACKBOARD. DEMARC LOCATION. LIGHTING CONTROL PANEL. PLANNING-ARCHITECTURE UTILITY CURRENT TRANSFORMER. -PROPERTY VISIONING O UTILITY ELECTRIC METER. 800 W. Broad St. Suite 400 Falls Church, Virginia 22046 © ELEVATOR 1 LIGHTS 703-356-6771 fax: 356-7010 i� ELEVATOR 1 HVAC ® ELEVATOR 1 CONTROL LIL CFNEW), i� ELEVATOR 2 LIGHTS ® ELEVATOR 2 HVAC w tt ELEVATOR 2 CONTROL i 2 ' s 07125Z aq o: • OFESS0"/ ,©b darChl E s 2021 ELECTRICAL NLARGED PLAN E-400 ummitPri O2F 0083x SUMMIT X ENGINEERS, INC Mechanical Electrical Consultants 5307 Lee Hwy Arlington,VA 22207 .'<' 703 533 5593 summitengineers.com 'r1'' PANEL SCHEDULE SERVICE ENTRANCE RATED ® � PANEL NAME: LOCATION: ELECTRICAL ROOM VOLTAGE: 120/208 PHASE: 3 WIRE: 4 MTG.:SURFACE WALL M D P BUS AMPS:1200 AMPERES MAIN CIRCUIT BREAKER: 1200 A MIN.CB.AIC.: 65,000 POLES: 42 SECTIONS: 1 OF 1 1.Permit Set 12-21-21 CKT WIRE COND CB LOAD LOAD CB COND WIRE CKT NO. ITEM SERVED PH INEUIGND SIZE AMP WATTS WATTS AMP SIZE GND NEU PH ITEM SERVED NO. 1 2 B 1 PANEL L1A 1 1 6 1 1/2" 125 2518 2464 125 1 1/2" 6 1 1 PANEL L1B 2 3 A 4 3 - 1 - - - 2518 — 2464 - - - - 1 - 4 F; z : 5 - 1 - - - - 2518 5 C 6 2464 - - - - 1 - 6 7 8 7 **PANEL M1A** 3/0 310 2 2" 400 34097 — 34815 400 2" 2 3/0 3/0 **PANEL M1B** 8 9 - 3/0 - - - - 34097 9 10 34815 - - - - 3/0 - 10 11 - 3/0 - - - - 34097 11 12 34815 - - - - 3/0 - 12 13 PANEL OFF 1 1 8 2" 125 8742 13 14 4487 200 2" 6 3/0 3/0 PANEL LP 14 15 - 1 - - - - 8742 15 16 4487 - - - - 3/0 - 16 17 - 1 - - - - 8742 17 18 4487 - - - - 3/0 - 18 19 + ELEVATOR 1 + 3 - 6 2" 150 10568 19 20 10568 150 2" 6 - 3 + ELEVATOR 2+ 20 21 30HP ASSUMED 3 - - - - 10568 21 22 10568 - - - - 3 30HP ASSUMED 22 23 - 3 - - - - 10568 23 24 10568 - - - - 3 - 24 25 SPACE _ _ _ _ _ 0 — 26 0 - - - - - SPACE 26 27 SPACE _ _ _ _ _ 0 27 28 0 - - - _ - SPACE 28 29 SPACE _ _ _ _ 0 29 30 0 - - - _ - SPACE 30 31 SPACE _ _ _ _ _ 0 31 32 0 - _ _ _ - SPACE 32 33 SPACE - _ _ _ _ 0 33 34 0 - - _ _ - SPACE 34 35 SPACE _ _ _ _ _ 0 35 36 0 - - - _ _ SPACE 36 37 SPACE - _ _ _ _ 0 37 38 0 - _ _ _ _ SPACE 38 39 SPACE - _ _ _ _ p 3� 40 0 _ _ _ _ _ SPACE 40 41 SPACE _ _ _ _ _ 0 4�1 42 0 _ _ _ _ _ SPACE 42 0 CONNECTED EQUIPMENT(ELEVATOR) 63407 VA DEMAND EQPT(ELEVATOR 95%) 60237 VA v CONNECTED EQUIPMENT(KITCHEN) 4900 VA DEMAND EQUIPMENT(KITCHENI 4900 VA o CONNECTED EQUIPMENT(H20 HTR) 9000 VA DEMAND EQUIPMENT(H20 HTR) 9000 VA + =SHUNT TRIP BREAKER W/ AM OIL ro ca CONNECTED EQUIPMENT(LAUNDRY) 0 VA DEMAND EQUIPMENT(LAUNDRY) 0 VA CONNECTION TO FACP a CONNECTED EQUIPMENT(MISC) 12682 VA DEMAND EQUIPMENT(MISC) 12682 VA ** =2 SETS OF CONDUCTORS c 0 CONNECTED LIGHTING 12798 VA DEMAND LIGHTING 125% 15998 VA IN 2 CONDUITS a CONNECTED EXTERIOR LIGHTING 2700 VA DEMAND EXTERIOR LIGHTING 125% 3375 VA X CONNECTED HVAC(COOLING) 75616 VA DEMAND HVAC(COOLING) 0 VA � N CONNECTED HVAC(HEATING) 132060 VA DEMAND HVAC(HEATING) 132060 VA CONNECTED HVAC(VENTING) 970 VA DEMAND HVAC(VENTING)125% 1212 VA ao a) CONNECTED RECEPTACLES 10640 VA DEMAND RECEPTACLES 10320 VA E E CONNECTED TOTAL 324772 VA DEMAND TOTAL 249783 VA C aD CONNECTED TOTAL 901 AMPS LEMAND TOTAL. 693 AMPS c co ss g a` PANL:L�`SCE—�rDULE N PANEL NAME: LOCATION: ELECTRICAL ROOM VOLTAGE: 12u/208 PHASE: 3 WIRE: 4 MTG.: SURFACE WALL I LP BUS AMPS:125 AMPERES M,'.;N LUGS ONLY MIN.CB.AIC.: 22,000 POLES: 42 SECTIONS: 1 OF 1 CKT WIRE COND CB LOAD LOAD CB COND WIRE CKT 3 NO. ITEM SERVED PH NEU GND SIZE AMP WATTS WATTS AMP SIZE GND NEU PH ITEM SERVED NO. . ... 1 A. 2 '»s m 1 EXT EGRESS/CANOPY LTG 10 10 10 1" 1 20 620 ,��= - --��� 1280 20 3/4" 12 12 12 ELEC RM RCPT+LTG CTRL 2 Es ` '03 SPARE - - - - 20 0 - 4 0 20 - - - - SPARE 4 C: 6 5 SPARE - - - 20 0 f--��T � �b� 0 20 - - - - SPARE 6 L 7 SPARE - - - - 20 0 f�-----i-� � SPARE 8 0 20 co 9 SPARE - - - 20 0 -- ---�— -- 740 20 314" 12 12 12 SEWAGE EJECTOR PUMP 10 11 SPARE - - - 20 0 -/ `'—I '�-12 1000 20 3/4" 12 12 12 DRY PIPE COMPRESSOR 12 T 14 13 SPARE - - - 20 0 _ —�� ---. ^— 500 20 3/4" 12 12 12 FACP 14 !!C1 15 SPARE - - - - 20 0 _--1--��16 1000 30 3/4" 10 10 10 SITE GATE 16cc 17 T 18 16 17 EXTERIOR WALL PACKS 10 1 10 10 3/4" 20 1600 - . - — \— 0 20 - - - - SPARE 18 19 EXTERIOR WALL PACKS 10 10 10 3/4" 20 480 1 2G 0 - 1 co 21 22 Z E 21 ENTRY KEY PAD 12 12 12 3/4" 20 500 T.- �— 0 - - - - - SPACE 22 ,: a 23 EUH-1 SPRINKLER RM 10 - 10 3/4" 35 2500 I '240 - - - - - SPACE 24 J a) IML :3 > 2E 26 J 25 - 10 - - - - 2500 — 0 - - - - - SPACE 26 a 27 SPACE - _ _ _ 0 27 28 0 _ _ _ _ _ SPACE 28 le U O L � o 29 SPACE _ _ _ _ _ 0 29 30 p _ _ _ _ _ SPACE 30 U E' —T __\ m a 0 31 32 32 0 - - - - - - - 0 L O 0 33—�� 34 0 - - - - - - - U) C Z 0 35 36 0 - - - - - - - V c 0 37 38 0 - - - - - - - 0 O O E p 39 40 0 - - - - - - j- E U a 41 42 U 0 0 O - - - - _.f1 — - - - - - - - 4— CONNECTED EQUIPMENT(ELEVATOR) 0 VA DEMAND EQPT(ELEVATOR 95%) 0 VA ^=CONTROL VIA PC ONLY 0 CU. CONNECTED EQUIPMENT(KITCHEN) 0 VA DEMAND EQUIPMENT(KITCHEN)65% 0 VA ^^=CONTROL VIA TC& PC z r CONNECTED EQUIPMENT(H20 HTR) 0 VA DEMAND EQUIPMENT(H20 HTR) 0 VA CONNECTED EQUIPMENT(LAUNDRY) 0 VA DEMAND EQUIPMENT(LAUNDRY) 0 VA N7 CONNECTED EQUIPMENT(MISC) 4480 VA DEMAND EQUIPMENT(MISC) 4480 VA CONNECTED LIGHTING 0 VA DEMAND LIGHTING 125% 0 VA CONNECTED EXTERIOR LIGHTING 2700 VA DEMAND EXTERIOR LIGHTING 125% 3375 VA CONNECTED HVAC(COOLING) 0 VA DEMAND HVAC(COOLING) 0 VA CONNECTED HVAC(HEATING) 5000 VA DEMAND HVAC(HEATING) 5000 VA CONNECTED HVAC(VENTING) 0 VA DEMAND HVAC(VENTING)125% 0 VA CONNECTED RECEPTACLES_ 1280 VA DEMAND RECEPTACLES 1280 VA <}aYM .a,Y3c F, CONNECTED TOTAL 13460 VA DEMAND TOTAL 14135 VA CONNECTED TOTAL 37 AMPS DEMAND TOTAL 39 AMPS PLAN NING"ARCHITECTURE -PROPERTY VISIONING 800 W. Broad St. Suite 400 Falls Church,Virginia 22046 703-356-6771 fax: 356-7010 aF ww y� j m r J 0 071256 v� •► e GFESS�aA �� ►r►►►TV ©bwdarchitects 2021 ELECTRICAL SCHEDULES E-501 SUMMIT Summit Pri O F S008 39 x F x ENGINEERS, INC Mechanical Electrical Consultants - 5307 Lee Hwy Arlington,VA 22207 +�', 703 533 5593 summitengineem.com - PANEL NAME: LOCATION: MAIN ELECTRICAL RM PANELVOLTAGE: TA SCHEDULE O PHASE: 3 WIRE: 4 MTG.:RECESSED PANEL NAME: LOCATION: MAIN ELECTRICAL RM PANE L ASCHEDULE E: 12 E D U L 120/208 PHASE: r • 3 WIRE: 4 MTG.:RECESSED L 1 A BUS AMPS:125 AMPERES MAIN AND FEED THRU LUGS KIIN. CB.AIC.: 22,000 POLES: 42 SECTIONS: 1 OF 1 M 1 A BUS AMPS: 400 AMPERES MAIN AND FEED THRU LUGS MIN. CB.AIC.: 42,000 POLES: 42 SECTIONS: 1 OF 1 1.Permit Set 12-21-21 CKT WIRE COND CB LOAD LOAD CB COND WIRE CKT CKT WIRE COND CB LOAD LOAD CB COND WIRE CKT NO. ITEM SERVED PH NEU GND SIZE AMP WATTS WATTS AMP SIZE GND NEU PH ITEM SERVED NO. NO. ITEM SERVED PH NEU GND SIZE AMP WATTS WATTS AMP SIZE GNDFNEUI PH ITEM SERVED NO. 1 A 2 1 A 2 1 1ST FLR LIGHTING 12 12 12 3/4" 20 1420 3 B 4 360 20 3/4" 12 12 12 CORRIDOR RECEPTS 1ST 2 1 FWH-1 (STAIR#1) 12 12 12 3/4" 20 1500 �� B — 4649 45 3/4" 10 - 10 HP-1(2A) 2 3 1ST FLR LIGHTING 12 12 12 3/4" 20 680 — 1080 20 3/4" 12 12 12 CORRIDOR RECEPTS 2ND 4 3 FWH-2(ENTRY 1) 12 - 12 3/4" 20 2400 —/ 4 4649 - - - - 10 - 4 5 C 6 5 C g <,: ® ® � 5 SPARE - - - - 20 0 180 20 3/4" 12 12 12 ELEV 1 MACH RECEPT 6 5 - - - - - 20 2400 4649 45 3/4" 10 - 10 HP-1(2D) 6 Fo',. ,--�' . 7 SPRINKLER RM LTG&RCPT 12 12 12 3/4" 20 432 7 8 180 20 3/4" 12 12 12 ELEVATOR 1 PIT RECPT 8 7 EF-2(ELEV RM#1) 12 12 12 3/4" 20 23 - 4 8 4649 - - - - 10 - 8 9 STAIR#1 LTG 12 12 12 3/4" 20 304 9 10 0 20 - - - - SPARE 10 9 ELEV 1 SUMP PUMP 12 12 12 3/4" 20 901 9 10 4649 45 3/4" 10, - 10 HP-10A) 10 11 12 11 2ND FLR LIGHTING 12 12 12 3/4" 20 1184 _0 20 - - - - SPARE 12 11 - 12 - - - - 901 11 12 4649 - - - - 10 - 12 13 2ND FLR LIGHTING 12 12 12 3/4" 20 1152 1� 14 0 20 - - - - SPARE 14 13 - 12 - - - - 901 13 14 14 3328 50 3/4" 10 - 10 OU-10A) 14 15 SPARE - - - - 20 0 1� 16 _0 20 - - - - SPARE 16 15 CUR-2(ENTRY 1) 12 - 12 3/4" 20 728 1� 16 3328 - - - - 10 - 16 17 SPARE - - - 20 0 17 18 0 20 - - - - SPARE 18 17 - 12 - - - - 728 17 18 3328 50 3/4" 10 - 10 OU-1(2A) 18 19 SPARE - - - 20 0 19 20 0 20 - - - - SPARE 20 19 HP-1(2E) 12 - 12 3/4" 20 4649 19 n 20 3328 - - - - 10 - 20 21 ELEVATOR 1 PIT LTG 12 12 12 3/4" 20 360 21 22 0 20 - - - - SPARE 22 21 - 12 - - - 20 4649 2�� 22 3328 50 3/4" 10 - 10 OU-1(2D) 22 23 ELEVATOR 1 MACH LTG 12 12 12 3/4" 20 72 2� 24 0 20 - - - - SPARE 24 23 SPARE - - - - 20 0 2�� 24 3328 - - - - 10 - 24 25 ELEVATOR 1 CAB LTG 12 12 12 314" 20 150 - 26 0 20 - - - - SPARE 26 25 SPARE - - - - 20 0 25 26 3328 50 3/4" 10 - 10 OU-1(2C) 26 27 SPACE - - - - - 0 27 28 0 - - - - - SPACE 28 27 SPARE - - - - 20 0 2s 28 3328 - - - - 10 - 28 29 SPACE - - - - - 0 29 30 3� 0 - - - - - SPACE 30 29 CIRC FAN CF-1 12 12 12 3/4" 20 432 ?9 n 30 500 20 3/4" 12 12 12 ELEVATOR 1 CONTROLS 30 31 _ _ _ _ _ _ 0 31 32 0 - - _ _ _ _ 32 31 SPARE - - - - 20 0 31 n 32 500 20 3/4" 12 12 12 ELEVATOR 1 HVAC 32 33 _ _ _ _ _ _ 0 33 34 0 - - _ _ _ _ 34 33 SPARE - - - - 20 0 33 34 34 3328 20 3/4" 10 - 10 OU-1(2E) 34 35 _ _ _ _ _ _ 0 3� 36 0 - - _ 36 35 SPARE _ _ _ _ 20 0 3� 36 3328 20 - - - 10 - 36 37 _ _ _ _ _ _ O 3� 38 O - - _ _ _ _ 38 37 SPARE - - - - 20 0 37 38 0 20 - - - - SPARE 38 39 _ _ _ _ _ _ 0 39 40 0 _ - _ _ _ _ 40 39 SPACE _ _ _ _ _ 0 3� 40 0 20 - - - - SPARE 40 41 - - - - - - 0 4s 42 0 - - - - - - 42 41 SPACE _ _ _ _ _ 0 4� 42 0 20 - - - - SPARE 42 N 0 CONNECTED EQUIPMENT(ELEVATOR) 0 VA DEMAND EQPT(ELEVATOR 95%) 0 VA LOADS INCLUDE PANEL L36 CONNECTED EQUIPMENT(ELEVATOR) 0 VA DEMAND EQPT(ELEVATOR 95%) 0 VA LOADS INCLUDE PANEL M3A CONNECTED EQUIPMENT(KITCHEN) 0 VA DEMAND EQUIPMENT(KITCHEN)65% 0 VA CONNECTED EQUIPMENT(KITCHEN) 0 VA DEMAND EQUIPMENT(KITCHEN)65% 0 VA CONNECTED EQUIPMENT(H20 HTR) 0 VA DEMAND EQUIPMENT(H20 HTR) 0 VA CONNECTED EQUIPMENT(H20 HTR) 0 VA DEMAND EQUIPMENT(H20 HTR) 0 VA m CONNECTED EQUIPMENT(LAUNDRY) 0 VA DEMAND EQUIPMENT(LAUNDRY) 0 VA CONNECTED EQUIPMENT(LAUNDRY) 0 VA DEMAND EQUIPMENT(LAUNDRY) 0 VA _0 CONNECTED EQUIPMENT(MISC) 0 VA DEMAND EQUIPMENT(MISC) 0 VA CONNECTED EQUIPMENT(MISC) 1000 VA DEMAND EQUIPMENT(MISC) 1000 VA o CONNECTED LIGHTING 5754 VA DEMAND LIGHTING 125% 7193 VA CONNECTED LIGHTING 0 VA DEMAND LIGHTING 125% 0 VA `6 Q CONNECTED EXTERIOR LIGHTING 0 VA DEMAND EXTERIOR LIGHTING 125% 0 VA CONNECTED EXTERIOR LIGHTING 0 VA dEMAND EXTERIOR LIGHTING 125% 0 VA °Xi CONNECTED HVAC(COOLING) 0 VA DEMAND HVAC(COOLING) 0 VA CONNECTED HVAC(COOLING) 42578 VA DEMAND HVAC(COOLING) 0 VA IY CONNECTED HVAC(HEATING) 0 VA DEMAND HVAC(HEATING) 0 VA CONNECTED HVAC(HEATING) 58258 VA DEMAND HVAC(HEATING) 58258 VA _� CONNECTED HVAC(VENTING) 0 VA DEMAND HVAC(VENTING)125% 0 VA CONNECTED HVAC(VENTING) 455 VA DEMAND HVAC (VENTING) 125% 569 VACIO °O a� CONNECTED RECEPTACLES 1800 VA DEMAND RECEPTACLES 1800 VA CONNECTED RECEPTACLES 0 VA DEMAND RECEPTACLES 0 VA E CONNECTED TOTAL 7554 VA DEMAND TOTAL 8993 VA CONNECTED TOTAL 102291 VA DEMAND TOTAL 59827 VA0 ID c CONNECTED TOTAL 21 AMPS DEMAND TOTAL 25 AMPS CONNECTED TOTAL 284 AMPS DEMAND TOTAL 166 AMPS ca f° c PANEL SCHEDULE PANEL SCHEDULE 0 PANEL NAME: LOCATION: MAIN ELECTRICAL RM VOLTAGE: 120/208 PHASE: 3 WIRE: 4 MTG.:RECESSED PANEL NAME: LOCATION: MAIN ELECTRICAL RM VOLTAGE: 120/208 PHASE: 3 WIRE: 4 MTG.:RECESSED L 1 B BUS AMPS:125 AMPERES MAIN AND FEED THRU LUGS MIN.CB.AIC.: 22,000 POLES: 42 SECTIONS: 1 OF 1 M 1 B L BUS AMPS: 400 AMPERES MAIN AND FEED THRU LUGS MIN. CB.AIC.: 42,000 POLES: 42 SECTIONS: 1 OF 1 -- 0 CKT WIRE COND CB LOAD LOAD CB COND WIRE CKT CKT WIRE COND CB LOAD LOAD CB COND WIRE Co CKT 3 NO. ITEM SERVED PH NEU GND SIZE AMP WATTS WATTS AMP SIZE GND NEU PH ITEM SERVED NO. NO. ITEM SERVED PH NEU GND SIZE AMP WATTS WATTS AMP SIZE GND NEU PH ITEM SERVED NO. ® - - --- -- - --- - - - - - - - - - -- -- --- - - - --- - -- - m 1 1ST FLR LIGHTING 12 12 12 314" 20 880 3 A 540 20 3/4" 12 12 12 CORRIDOR RECEPTS 1ST 2 1 FWH-1 STAIR#2 12 12 12 3/4" 20 1500 1 s�A B 4649 45 3/4" 10 - 10 HP-1 2B 2 B 3 1ST FLR LIGHTING 12 12 12 314" 20 1188 5 6 720 20 3/4" 12 12 12 CORRIDOR RECEPTS 2ND 4 3 FWH-2 ENTRY 2 10 - 10 3/4" 20 2400 3 C 4 4649 - - - - 10 - 4 C 5 6 5 2ND FLR LIGHTING 12 12 12 3/4" 20 1248 180 20 3/4" 12 12 12 FLEV 2 MACH RECEPT 6 5 - 10 - - - - 2400 -_� — 4649 45 3/4" 10 - 10 HP-1 2C 6 r 7 8 7 2ND FLR LIGHTING 12 12 12 3/4" 20 1152 �� n8 180 20 3/4" 12 12 12 ELEVATOR 2 PIT RECPT 8 7 FWH-1 RESTROOM 12 12 12 3/4" 20 1500 4649 - - - - 10 - 8 ca 2 -- 9 10 9 10 N 9 1ST FLR LIGH'rING 12 12 12 3/4" 20 533 �� 360 20 3/4" 12 12 12 SPRINKLER RM RECEPT 10 9 FWH-1 RESTROOM 12 12 12 3/4" 20 1500 4649 45 3/4" 10 - 10 HP-1 16 10 a 11 12 1; 12 a) 11 STAIR#2 LTG 12 12 12 314" 20 152 �� 0 20 - - - - SPARE 12 11 EUH-1 SPRINKLER RM) 10 - 10 3/4" 120 2500 - 4649 - - - - 10 - 12 > 13 14 � 13 SPARE - - - - 20 0 13 14 _0 20 - - - - SPARE 14 13 - 10 - - - 2J 2500 -1� 4649 45 3/4" 10 10 HP-11C 14 m 15 16 15 SPARE - - - - 20 0 1� 16 0 20 - - - - SPARE 16 15 SPARE - - - - 20 0 —1� 4649 - - - - 10 - 16 CC0 t° 17 SPARE - - - - 20 0 1� n18 0 20 - - - - SPARE 18 17 SPARE - - - - 20 0 _ 1 �� 18 3328 50 3/4" 10 10 OU-1 16 18 L 19 SPARE - - - - 20 0 19 20 0 20 - - - - SPARE 20 19 ELEV 2 SUMP PUMP 12 12 12 3/4" 20 901 111 20 3328 - - - - 10 - 20 }- 21 22 21 22 (' 21 ELEVATOR 2 PIT LTG 12 12 12 3/4" 20 360 �� 0 20 - - - - SPARE 22 21 - 12 - - - 20 901 �� 3328 50 3/4" 10 - 10 OU-10C) 22 U z E a 23 ELEVATOR 2 MACH,LTG 12 12 12 3/4" 20 108 2� 24 0 20 - - - - SPARE 24 23 - 12 - - - 20 901 2s 24 3328 - - - - 10 - 24 J a) 25 ELEVATOR 2 CAB LTG 12 12 12 3/4" 20 150 2� 26 0 20 - - - - SPARE 26 25 WH-O 12 - 12 3/4" 20 2250 25 26 26 3328 50 3/4" 10 - 10 OU-1 2B 26 J O n 27 SPACE - - - - - 0 2� 28 0 - - - - - SPACE 28 27 - 12 - - - 20 2250 27 /�28 3328 - - - - 10 - 28 0 O o 29 SPACE _ _ _ _ - 0 2� 30 0 - - _ _ _ SPACE 30 29 CIRC FAN CF-1 12 12 12 3/4" 20 432 29 n 30 500 20 3/4" 12 12 12 ELEVATOR 2 CONTROLS 30 0 Q 31 _ _ _ _ _ _ 0 31 32 0 - _ _ _ _ _ 32 31 EF-1 EF-2, EF-3 12 12 12 314" 20 83 31 32 32 500 20 3/4" 12 12 12 ELEVATOR 2 HVAC 32 O L; Z 33 34 0 33 - - - - - - 0 �� n— 0 - - - - - - 34 33 CUR-1 ENTRY 3 12 - 12 3/4" 20 364 3�� 34 2400 20 3/4" 10 - 10 FWH-2 ENTRY 3 34 _� 3 35 _ _ _ _ 0 3�� 36 0 - _ - _ _ _ 36 35 - 12 - - - 20 364 3s 36 2400 - - - - 10 - 36 _ U ru 37 - _ _ _ _ _ O 3—n 38 O _ _ _ _ _ _ 38 37 CUR-2 ENTRY 2 12 - 12 3/4" 20 728 3�1 38 0 20 - - - - SPARE 38 (j_ O 39 - _ _ _ _ _ 0 3� 40 0 _ E _ _ _ 40 39 - 12 - - - - 728 39 40 0 - _ - SPACE 40 L E -Y 0 CD 41 _ _ _ _ _ _ 0 41 42 0 - _ _ _ _ 42 41 SPACE _ _ _ _ _ 0 41-^ 42 0 - - - - - SPACE 42 0 U � CONNECTED EQUIPMENT(ELEVATOR) 0 VA DEMAND EQPT(ELEVATOR 95%) 0 VA LOADS INCLUDE PANEL L3B CONNECTED EQUIPMENT(ELEVATOR) 0 VA DEMAND EQPT(ELEVATOR 95%) 0 VA LOADS INCLUDE PANEL M3A z (OW s CONNECTED EQUIPMENT(KITCHEN) 0 VA DEMAND EQUIPMENT(KITCHEN)65% 0 VA CONNECTED EQUIPMENT(KITCHEN) 0 VA DEMAND EQUIPMENT(KITCHEN)65% 0 VA CONNECTED EQUIPMENT(H20 HTR) 0 VA DEMAND EQUIPMENT(H20 HTR) 0 VA CONNECTED EQUIPMENT(H20 HTR) 4500 VA DEMAND EQUIPMENT(H20 HTR) 4500 VA CONNECTED EQUIPMENT(LAUNDRY) 0 VA DEMAND EQUIPMENT(LAUNDRY) 0 VA CONNECTED EQUIPMENT(LAUNDRY) 0 VA DEMAND EQUIPMENT(LAUNDRY) 0 VA CONNECTED EQUIPMENT(MISC) 0 VA DEMAND EQUIPMENT(MISC) 0 VA CONNECTED EQUIPMENT(MISC) 3702 VA DEMAND EQUIPMENT(MISC) 3702 VA CONNECTED LIGHTING 5771 VA DEMAND LIGHTING 125% 7214 VA CONNECTED LIGHTING 0 VA DEMAND LIGHTING 125% 0 VA CONNECTED EXTERIOR LIGHTING 0 VA DEMAND EXTERIOR LIGHTING 125% 0 VA CONNECTED EXTERIOR LIGHTING 0 VA DEMAND EXTERIOR LIGHTING 125% 0 VA CONNECTED HVAC(COOLING) 0 VA DEMAND HVAC(COOLING) 0 VA CONNECTED HVAC(COOLING) 29266 VA DEMAND HVAC(COOLING) 0 VA = CONNECTED HVAC (HEATING) 0 VA DEMAND HVAC(HEATING) 0 VA CONNECTED HVAC (HEATING) 66462 VA DEMAND HVAC(HEATING) 66462 VA CONNECTED HVAC (VENTING) 0 VA DEMAND HVAC(VENTING)125% 0 VA CONNECTED HVAC(VENTING) 515 VA DEMAND HVAC(VENTING)125% 643 VA -.' CONNECTED RECEPTACLES 1620 VA DEMAND RECEPTACLES 1620 VA CONNECTED-RECEPTACLES 0 VA DEMAND RECEPTACLES 0 VA �^.. ... 4 ,, ... CONNECTED TOTAL 7391 VA DEMAND TOTAL 8834 VA CONNECTED TOTAL 104444 VA DEMAND TOTAL 75307 VA CONNECTED TOTAL 21 AMPS DEMAND TOTAL 25 AMPS C_ONN_E_CTED-TOTAL_- _ ______ 290-AMPS DEMAND TOTAL 209 AMPS PLANNING-ARCHITECTURE -PROPERTY VISIONING 800 W. Broad St. Suite 400 Falls Church,Virginia 22046 703-356-6771 fax: 356-7010 �POF NEw Y 5 Uwj UJI w r rn ,t e F A 0712y6 � �� �FE'SSK�NA o d'r�f,I is 2021 ELECTRICAL SCHEDULES E-502 SUMMIT Xm"POF 83X ENGINEERS, INC <;.... y . Mechanical Electrical Consultants •:y;t 5307 Lee Hwy Arlington,VA 22207 703 533 5593 summitengineers.com 1.Permit Set 12-21-21 LIGHTING FIXTURE SCHEDULE FIXT. DESCRIPTION MANUFACTURER CAT. NO. LAMPS VOLT MOUNTING REMARKS COMcheck Software Version 4,1,5,3 COMcheck Software Version 4,1,5,3 TYPE NO. TYPE A CORRIDOR 4' DECO DIGITAL DACH LED 4 36 40 U R 1 36 WATT 120 CHAIN SUS SUSPENDED SINGLE OR IN N���*�0°���0° Lighting ����0����N��������� ������°~�°�mu��^�� ��m��*�N*°��0° Lighting ����0����N��������� �~���mw�������*��u� 4000K LED CEILING TANDEM PER PLANS �mm�q�/mN��m ��N��� ��Nmm�� ����mmm�����mmm���� ���r� ��� �������� �������m ���m ������ ���mm�� ���pmmm������mm���� ����8 �� � �������� AE EM CORRIDOR 4' DECO DIGITAL DACH LED 4 36 40 U R E 1 36 WATT 120 CHAIN SUS WG,CHAIN HANGERS 4000K LED CEILING 90 MIN BATTERY BACKUP 1.Permit Response Al 02-11-22 B STORAGE UNIT LEVITON 9875-2 1 20 WATT 120 CEILING Project Information Project Information 3500K LED SURFACE EnorgyCodo: 90.1 (2016)Stundand Energy Code: 90.1 (2010)S1unduod 131 STORAGE UNIT EXTERIORS SATCO NUVO 62-1312 1 16.5 WATT 120 CEILING INTEGRAL OCC SENSOR Project Title: Project Title: I 4000K LED SURFACE Project Type: New Construction Project Type: New Construction Exterior Lighting Zone 3(Other(LZ3)) E ELEVATOR PIT VAPOR TIGHT JELLY JAR LED 1 60 WATT 120 WALL Construction Site: Owner/Agent: Designer/Contractor: 4000K LED SURFACE Construction Site: Owner/Agent: Designer/Contractor: F RECESSED ENTRY PHILIPS SFCR-5W-55LA-NW 1 5 WATT 120 RECESSED 90 MIN BATTERY BACKUP Allowed Interior Lighting Power A B C O Allowed Exterior Lighting Power G EGRESS TRACE-LITE SLW SERIES 1 15 WATT 120 WALL 90 MIN BATTERY BACKUP Area Category Floor Area Allowed Allowed VVottm A B C D E (ft2) Wafto/ft2 (BX C) Anea/SurfoceCategory Quantity Allowed Tradable Allowed Watts 1-1 st Corridor(Common Space Types:Corridor/Transition<8 ft wide) 2531 0.66 1670 Watts/Unit Wattage (BX C) 2'1otE|ov1 Lobby(Common Space Typoa:Lobby For Elevator) 263 0.69 181 Exits(Pedestrian and vehicular entrances and exits) 44 fto/door 21 Yes 924 M WALL PACK RAB WPLED18Y 1 20.7 WATT 120 WALL OR 90 MIN BATT. PHOTOCELL 3'1ot Emvo Lobby(Common Space T;poo:Loubv For Elevator) 271 0.69 187 Northwest Wall(Illuminated area m facade wall o,surface) asuoou 0.15 No you 3000K LED CEILING ON,TC OFF DUSK-10PM 4'1ot Storage(Common Space Typno:G1omgo>--1OOOoq.ft.) 21051 0.46 8083 Northeast Wall(Illuminated area oY facade wall orsurface) 2420h2 815 No 363 N WALL PACK RAB WPLED26Y 1 29.5 WATT 120 WALL OR 90 MIN BATT. PHOTOCELL 5'1mE|ooRm(Common Space Typeo:Boctrioal8NoohanioaV 91 0.43 39 Southeast Wall(Illuminated area nf facade wall orsurface) 5820ft2 0.15 No 873 3000K LED CEILING ON,TC OFF DUSK-10PM O'|st Sprinkler Rm(Common Space Typoa:Bootrinal8Noohaniou|) 81 0.43 38 Southwest Wall(Illuminated area of facade wall orsurface) 1810#2 815 No 242 7'|m Janitor(Common Space Typoo:8mmgo<5Osq.ft.) 25 0.97 24 Entry 1 (Entry canopy) 9502 0.4 You 38 LED CEILING ARROWS/FACES AS REQ'D o'/m Entry u(Common Space Typoo:Louuy-General) 46 1.00 46 Entry»(Entry canopy) 87x2 0.4 vox no 4s�2 O4 vo 18 n�ndComdor(Common Space Typoo:CumuooTmnoi�on<unwide) 4820 0.66 3181 Entry— = 1019 LED SURFACE COLOR PER ARCHITECT 1oznus|ov1 Lobby(Common Space Tyvov��ouuv Fn,s|ov�v� 177 ooy 1ou Total XE EMERGENCY LIGHT LITHONIA ELM2L UVOLT LTP 1 2.4 WATT 120 WALL OR 90 MIN.BATTERY ����� �� ' - � � Total Allowed Watts= 3490 11'unUBovu Lobby(Common Space Typou:Lobby For Elevator) 244 0.88 168 Tm�AUowmUGup�emon��Vvauy(W= 5OO l 1o'undGmmgo(Common Space Typou:8m�go>=1u000q.M.) 13*9e o.*o Vuoo � (a)Wattage tradeoffs are only allowed between tradable a"emnmurfamo. � 1x'E|ov1 (Common Space Types:s|ommvammovxanival) 148 0.43 s« (N �«nupp|*mon� aonwmnvv*qu�*osoowauomayboappnoumm toward m anoobo�nnn�,aoob|oono� m uuau)oaa«�u�amv. co 14'Bovo(Common Space Tvpou:s|omnvalxwooxanival) 148 0.43 64 (D .0 15-utai,1 (Common Space Typoo:Gmirwen) 416 osu 241 Proposed Exterior Lighting Power 12 1o'Gtai,u(Common Space Typoo:Sxuimmn) *oo 0.58 249 FMITNA B C O E � CD Total Allowed Watts~ 22167 Fixture[D : Description/Lamp/Wottoge Per Lamp/Ballast Lamps/ #mf Fixture (CXD) % E Fixture Fixtures Watt. C� Proposed Interior Lighting Power � AB C D E Exits(Pedestrian and vehicular entrances and exits 44 ft of door width):Tradable W Fixture ID ' Oeooripdon/�amp/VVouo8ePerLomp/Bo||am� Lamps/ #mf Fixture (��Q) s ' � Fixture Fixtures Watt. Northwest Wall(Illuminated area of facade wall or surface 6620 ft2):Non-tradable Wattage 1 En 1-1 st Corridor(Common Space Types:Corridorfrransition<8 ft wide) A:Other: 1 49 us 1764 2420 2-1 st Elev 1 Lobby(Common Space Types:Lobby For Elevator) dable Wattage L, A:Other: � 8 us oenIllll 5820 � 3-1 st Elev 2 Lobby(Common Space Types:Lobby For Elevator) � A:Other: 1 u us uuuIllrface 1610 ft2): Non-tradable Wattage P ° a�Omv � 1 �u* 10 1u4n (D � — p0moc 1 u s 10 15 0 A:Other: 1 2 ua 7uft2 Co F:Omor 1 u s 10 6-1 st Sprinkler Rm(Common Space Types:Electrical/Mechanical) Entry 3(EntW canopy 46 ft2):Tradable Wattage— */Dmec 1 » ms 72 eomoc 1 1 s s � 7-1 st Janitor(Common Space Types:Storage<50 sq.ft.A Tctal Tradable Proposed Watts 130 A3:0moc 1 1 uo 30 A:Other: 1 1 am ns Exterior Lighting Compliance Statement 9-2nd Corridor(Common Space Types:CorridorfTransition<8 ft wide) A:Other: 1 e7 me u*yu Compliance Statement. The proposed exterior lighting design represented in this document is consistentwith the building plans,specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been � 10-2nd Elev 1 Lobby(Common Space Types:Lobby For Elevator) designed to meet the 90.1 (2016)Standard requirements in COMcheck Version 4.1.5.3 and to comply with any applicable A:Other: 1 4 xm 144 mandatory requirements listed in the Inspection Check[ ° � ��~� O2/11/2O22 m 11-2nd Eley 2 Lobby(Common Space Types:Lobby For Elevator) Je�eyKDo|o. PE _ A:Other: 1 4 un 144Name-Title Cl Date � C: B:Other: 1 mu �n yoo0 co s � eOmor 1 a su osu e:Omoc 1 e sn oso CL ° b C:0mm 1 4 nu 152 CL �Om� 1 4 ou 152 CL � Total'Proposed Watts 9524 m Interior Lighting Compliance Statement LL E s Compliance Statement. The d interior lighting design ted in this document i iste t withth building | . E _ specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been 0 a) designed to meet the 90.1 (2016)Standard requirements in COMcheck Version 4.1.5.3 and to comply with any applicable 4-- 4-: mandatory requirements listed "'the Inspection Checklist. 4-: 02/1112022 Jeffrey K Delo, PE -PROPERTY VISIONING 800 W. Broad St. Suite 400 Falls Church, Virginia 22046 OF NEW CC ELECTRICAL SCHEDULES & COMPLIANCE E-503 - SUMMIT �U U� �� �U�� ~���.����UK��UU U ENGINEERS, INC Mechanical��l���� RX omm° � �� 1.Permit Set 12-21-21 P7,39 7 EXTERIOR LIGHTING CONTROL DIAGRAM (NTS) ELECTRICAL RISER DIAGRAM (NTS) BUILDING ENTRY AND AREA LIGHTING: PHOTOCELL (ON ROOF) r PC i I i f I I 1 I I I I I I I I I i I LC 'CKT. NO. TC LIGHTING LOADS 0 N O N V' (LP:11) BUILDING SIGNAGE ROOF o a) (LP:13) BUILDING SIGNAGE m a C 2O Q. (LP:17) WALL PACK LIGHTING X (LP:19) WALL PACK LIGHTING a� E c to aa) Cc _m c LIGHTING CIRCUIT RELAY PANEL WITH EIGHT(8)1-POLE RELAYS AND g INTEGRAL ASTRONOMICAL TIME CLOCK(TORK ELC78 SERIES OR EQUAL) o ap m SECOND FLOOR w LIGHTING CONTROL DIAGRAM NOTES: 3 1.RELAY PANEL SHALL ACCEPT PHOTOCELL INPUT AND INTEGRAL 4 SETS OF ® m TIMECLOCK SHALL BE CAPABLE OF PROGRAMMING ALL 8 CIRCUITS INDIVIDUALLY. 4-350MCM IN a' 4-3"C U _N L U ca N UTILITY SERVICE N ENTRANCE KWH i LTG CKT RATED METER .T RELAY PANEL PANEL PANEL PANEL PNL PANEL PANEL UTILITY M 'L16' i 'M113' 'L1A' 'M1A' 'LP' 'MDP' CT PAD MOUNTED I CABINET UTILITY XFMR M m 208/120 V C" r w 125 A. L22 A. 125 A. 225 A. 125 A. 3PH, rcc 1200 A. 1200 A. }' a, CORRIDOR ELECTRIC RM. U z E O GRADE ._I q #3/0 J p1 D7 2 O Y Q 6-WAY 4" CONDUIT CONCRETE O `o GENERAL RISER DIAGRAM NOTES: ENCASED DUCTBANK O } a TO PAD MOUNTED XFMR i U to a 1. CONTRACTOR TO ENSURE THAT THE FEEDER WIRE VOLTAGE DROP FOR UTILITY COMPANY O LzO 2 DOES NOT EXCEED 2%,AND THE BRANCH CIRCUIT WIRE DO NOT CL SECONDARY CONDUCTORS ( 1 z °C' EXCEED 3%. a) 2. CONTRACTOR TO INCREASE AIC RATING OF PANEL(S)AS REQUIRED O E ONCE SHORT CIRCUIT VALUES ARE PROVIDED BY UTILITY. REQUESTS TO O DECREASE THE AIC VALUES WILL BE CONSIDERED, BUT MUST BE U— E C) APPROVED BY ENGINEER.. E a, 0 O O w 3. MARK SERVICE ENTRANCE EQUIPMENT WITH AVAILABLE FAULT U CURRENT. z U 4. REFER TO PANEL SCHEDULE SHEET FOR MDP PANEL SCHEDULE THAT aa) INDICATES THE CONDUCTOR SIZE, NUMBER OF SETS AND NUMBER OF _U CONDUITS FOR ALL FEEDERS THATARE NOT LABELED ON THE RISER. PLEASE NOTE THAT FEEDERS THAT PASS ARE CONNECTED TO FEED THRU PANELS ARE AS INDICATED ON THE MDP PANEL SCHEDULE AND DNO NOT DECREASE IN SIZE AFTER CONNECTING TO THE FIRST PANEL. 11PLANNING-ARCHITECTURE -PROPERTY VISIONING 800 W. Broad St. Suite 400 Falls Church,Virginia 22046 703-356-6771 fax: 356-7010 tS°F NEW), g�P�N B•Cq . I z 10 � O b5S � �712 � �� 90FESS1t�NA` `q� ©bwdarchitects 2021 ELECTRICAL RISER DIAGRAM E-601 SUMMIT Summit Ni2 008.39 x OFF x ENGINEERS, INC Mechanical Electrical Consultants 5307 Lee Hwy Arlington,VA 22207 703 533 5593 summitengineers.com FIRE ALARM MATRIX ^. . . u., 1.Permit Set 12-21-21 GENE AL NOTES: ' • REFERENCE FLOOR PLANS FOR APPLIANCE QUANTITIES& \' z PLACEMENT.DRAWINGS ARE INTENDED TO SHOW GENERAL 0 GUIDELINES FOR THE PLACMENT OF FIRE ALARM DEVICES AS THEY RELATE TO OTHER NON FIRE ALARM SYSTEMS,COST ESTIMATION zo w AND FOR PERMITTING PURPOSES.THE FINAL FIRALALARM PLANS TO BE SUBMITTED FOR AHJ APPROVAL SHALL BE PRODUCED AND o w LLI z .j w APPROVED BYA NICET LEVEL III CERTIFIED F IRE ALARM ~ z -' w FIRE ALARM SYSTEM DESIGNER,LICENSED BY THE STATE FIRE O o ? o o (n 0 MARSHAL. SEQUENCE O F z o w z 0 w w L J w Q z � 2 w Q 2• THE FIRE A'�ARM CONTRACTOR SHALL PROVIDE ALL DEVICES SHOWN OPERATION ¢ ¢ ~ Q Z ON THESE DRAWINGS AND ANYADDITIONAL DEVICES OR J z 0 COMPONENTS REQUIRED FORA COMPLETE SYSTEM. IF OTHER U o I- z z w o u w DEVICES ARE ANTICIPATED TO BE REQUIRED FOR SYSTEM ¢ o z zCf) Z „' � p °- � a 0 FUNCTIONALITY CONPLIANC WITH NATTIONAL AND LOCAL CODES OR MATRIX �� Z o o Uj w 0 o z 00 o APPROVAL OF THE AHJ,THE CONTRACTOR SHALL QUALIFY THEIR BID Z 6 2 a o 2 _j _j � � AND PROVIDE AN ADD ALTERNATE PRICE,MAKING NOTE OF THE THE Z o W z0 o w J J } z � 0 � SPECIFIC ANTICIAPATED ADDITIONAL REQUIREMENTS. U_ z o 0 w 0 o z W (D w w � w 00 > _j in ¢ � 9 ow w W � Of U Of o0 0 a (n > 0 0 o Q w Z) "' 0 g 0' co C Q Q w ---i ZD U! J J U) d 0 W W W Q (n H J J U) J J _1 ~ W W W Q Q Q Q U) I-- W w w z w w w w w w w w w \ of Of CC Q Q Q Q Q Q Q Q Q 0 W W W > > I--- w w w U U U U U U 0 0 0 = DEVICE TYPE LOCATION 0 0 0 Q Q a Q Q a a Q < U) PULL STATION ALL X X X X X X SMOKE DETECTOR ELEVATOR LOBBY GRADE LVL X X X X X X SMOKE DETECTOR ELEVATOR LOBBY UPPER LVLE X X X X X X SMOKE DETECTOR ELEVATOR SHAFT X X X X X X SMOKE DETECTOR ELEVATOR MACHINE ROOM X X X X X X SMOKE DETECTOR ALL OTHERS X X X X X X HEAT DETECTOR ELEVATOR SHART/EMIR X X X X X X FIRELINE FLOW SPRINKLER ROOM X X X X X X o 04 FLOW SWITCH SPRINKLER ROOM X X X X X X N TAMPER SWITCH SPRINKLER ROOM X X X DUCT DETECTOR ALL X X X X o TROUBLE FIRE ALARM SYSTEM X X X Co a OPEN CIRCUIT FIRE ALARM SYSTEM X X X o a F A POWER FAILURE - X X X N a0 N d E . C 0 m U C U C (6 < ti cc O v j N (6 to N L7 FIRE ALARM DIAGRAM (NTS) ° 3 .0 N C O N U t6 N p V) L N : � U 7 Co V, N M OD Co ! J 1 LLJ �U) 2 0 a) � Y 2 V O o CL O m _F_j L 7 '^ Q L N vJ N O O E LL E U U E ROOF U r Z (.0 (� w t12 ® ® v AMA PLAN ING•ARCHITECTURE SECOND FLOOR -PROPERTY VISIONING WATER RM. ELECTRIC RM. ® OHO sQ 800 W. Broad St. Suite 400 ® SD 0 Falls Church, Virginia 22046 703-356-6771 fax: 356-7010 0 ❑ s TS ® ,W\— NEW Y � � s rs rs rs rs rs rs 'DACT' 'FACP' 0 � � FS FS p Fp p Fs Fp F❑ A OT 125�' � • STAIR 9 P ELEv2 ®OO FIRST FLOOR ► 0PESSO yD©bwda�rc itec�ts�Of,a ELECTRICAL FIRE ALARM RISER E-602 SUMMIT S..mmit Pr 2019 008.39 x OFF x ENGINEERS, INC r jI Mechanical Electrical Consultants '5307 Lee Hwy Arlington,VA 22207 703 533 5593 summflengineers.com ' if I MECHANICAL SPECIFICATIONS GENERAL NOTES MECHANICAL LEGEND L��VJ� 1. PERMIT SET 12-21-21 SECTION 15010 - BASIC MECHANICAL REQUIREMENTS: SECTION 15932 - AIR OUTLETS AND INLETS: 17. LOCATE ALL EQUIPMENT REQUIRING SERVICING, OPERATIONAL, OR MAINTENANCE CLEARANCES IN A FULLY ACCESSIBLE POSITION. NEW DUCTWORK 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS 1 1. DIFFUSERS SHALL HAVE AN NC RATING OF NOT MORE THAN 35 FOR ANY OCCUPIED SPACE. THROW AND DROP SHALL MEET EQUIPMENT REQUIRING THESE CLEARANCES SHALL INCLUDE, BUT NOT BE LIMITED TO DAMPERS, VALVES, TRAPS, CLEANOUTS, SOUNDLINED DUCTWORK MANUFACTURERS PUBLISHED RECOMMENDATIONS. SUBMIT DIFFUSERS, REGISTERS AND AND GRILLES AS SCHEDULED. PROVIDE MOTORS, CONTROLLERS, DISCONNECTS, DRAIN PANS, ETC. IF EQUIPMENT IS CONCEALED, PROVIDE ACCESS DOORS TO MAINTAIN I.A. LATEST EDITION AND AMENDMENTS OF THE APPLICABLE STATE AND LOCAL CODES. � DUCT RISING 1•,._= � "• ' ADJUSTABLE VOLUME DAMPER ON ALL SUPPLY REGISTERS. ACCESSIBILITY. MINOR DEVIATIONS FROM HE CONTRACT DOCUMENTS MAY BE MADE TO ALLOW FOR BETTER ACCESSIBILITY, AND x • '�'�' . . .........:. '. ,. I.B. LATEST (OR APPLICABLE) EDITION OF INTERNATIONAL MECHANICAL CODE. ANY CHANGE FOR THAT PURPOSE SHALL BE ACCEPTABLE AT NO ADDITIONAL COST. LAYOUT AND LOCATION OF ALL EQUIPMENT, DUCT DROPPING I.C. LATEST (OR APPLICABLE) EDITION OF NFPA CODE 90A. ; SECTION 15970 - CONTROLS PIPING, ETC...REQUIRING ACCESS FOR OPERATIONS, MAINTENANCE, OR INSPECTION SHALL BE LOCATED OUTSIDE STORAGE UNITS 12 X 8 DUCT SIZE, FIRST FIGURE IS VISIBLE SIDE 2. FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT AND SERVICES NECESSARY FOR COMPLETE AND SAFE INSTALLATION OF 1. HEAT PUMP UNIT: PROVIDE WALL MOUNTED THERMOSTAT TO CONTROL ALL STAGES OF HEAT PUMP UNIT HEATING AND COOLING. AND IN COMMON AREAS SO THEY CAN BE ACCESSED WITHOUT ENTRY INTO RENTED STORAGE UNIT. BE ADVISED THAT ONCE A CHANGE IN DUCT ELEVATION: RISE (R) OR DROP (D) THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS AND NOTED IN THE SPECIFICATIONS HEREINAFTER. MECHANICAL DRAWINGS ARE I PROVIDE AUTO CHANGE OVER AND 24 7 SCHEDULING. ADJUST THERMOSTAT TO MAINTAIN 55 DEG F (HEATING) AND 80 DEG F I / ( STORAGE UNIT IS RENTED, IT CANNOT BE ACCESSED FOR THESE PURPOSES. � DUCT WITH CAPPED END CONSIDERED DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND SYSTEMS. REFER TO ARCHITECTURAL DRAWINGS TO (COOLING). INTERLOCK ASSOCIATED MOTORIZED OUTSIDE AIR DAMPER TO OPEN WHEN UNIT FAN IS ENERGIZED. PROVIDE UL LISTED �A TRANSITION VERIFY LOCATION OF DEVICES, EQUIPMENT, ETC. CHECK DRAWINGS OF OTHER TRADES TO VERIFY EXACT SPACE CONDITIONS OF ! DUCT SMOKE DETECTOR IN RETURN OF EACH HEAT PUMP UNIT. THERMOSTATS IN STORAGE SPACE TO BE MOUNTED AT 7'-0" AFF 18. CONTRACTOR TO PERFORM ALL TESTS AND ADJUSTMENTS NECESSARY TO ACCOMPLISH COMPLETE BALANCING OF THE HVAC SYSTEMS. THE CONTRACTOR SHALL PERFORM ALL TESTS AND MAKE ALL ADJUSTMENTS NECESSARY TO ENSURE THAT AIR SYSTEMS DUCT SECTION, POSITIVE PRESSURE DUCTWORK AND EQUIPMENT. MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND LISTED BY ARI OR UL WHERE APPLICABLE. AND HAVE LOCKABLE COVER. ARE BALANCED WITHIN +10%, -5% OF THE SPECIFIED QUANTITIES. THE CONTRACTOR SHALL SUBMIT REPORTS OF ALL WORK DUCT SECTION, NEGATIVE PRESSURE CONTRACTOR SHALL COORDINATE ALL DUCTWORK, PIPING AND EQUIPMENT INSTALLATIONS TO CONFORM WITH MANUFACTURER'S 2, EXHAUST FANS FOR INDIVIDUAL BATHROOMS AND JANITOR'S CLOSET SHALL BE OPERATED FROM WALL SWITCH. CLEARANCE AND ACCESS REQUIREMENTS. CONDUCTED FOR APPROVAL. TURNING VANES 3. CIRCULATION FANS IN STORAGE AREAS SHALL BE INTERLOCKED WITH ASSOCIATED AC UNITS. FANS SHALL RUN WHEN AC UNIT FAN (SQUARE ELBOW SHOWN) 3. SUBMIT PDF COPIES OF SHOP DRAWINGS TO OWNER OR ARCHITECT FOR EACH PIECE OF EQUIPMENT TO INCLUDE HEAT PUMP UNITS, RUNS. 19. PROVIDE UL CLASSIFIED THROUGH PENETRATION FIRESTOP SYSTEMS FOR ALL INSULATED AND NON-INSULATED PIPING, DUCTWORK, CONNECT NEW TAP CONDENSING UNITS, PIPING, EQUIPMENT, DIFFUSERS, INSULATION, FANS, CONTROLS AND DUCTWORK. OBTAIN APPROVAL BEFORE 4. UNIT HEATERS AND WALL HEATERS SHALL BE RUN FROM INTEGRAL ELECTRIC THERMOSTAT. AND CONDUITS TO MAINTAIN THE FIRE-RESISTANCE RATING OF THE CONSTRUCTION ASSEMBLY PENETRATED. REFER TO EXISTING DUCTWORK TO EQUIPMENT IS ORDERED„ BUILT, OR INSTALLED. 5. ELEVATOR ROOM FAN TO BE OPERATED FROM THERMOSTAT. ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR DETAILS AND EXACT UL-CLASSIFIED FIRESTOP SYSTEM REQUIRED FOR THE FLOOR VD MANUAL VOLUME DAMPER SECTION 15250 - INSULATION: OR WALL ASSEMBLY PENETRATED. MOD MOTORIZED DAMPER 1. INSULATE ALL OUTSIDE AIR AND SUPPLY DUCT IN CONDITIONED SPACES WITH 2" THICK FIBERGLASS DUCT WRAP WITH VAPOR I I BARRIER FACING. ALL INSULATION FASTENERS AND ADHESIVES SHALL MEET NFPA 90A REQUIREMENTS AND UL FLAME SPREAD 20. GUARANTEE: FLEXIBLE DUCT AND SMOKE DEVELOPED CRITERIA AND SHALL BEAR UL STAMP. SECTION 15990 - TESTING ADJUSTING AND STARTUP: A. THE ENTIRE MECHANICAL SYSTEM INSTALLED UNDER THIS CONTRACT SHALL BE LEFT IN PROPER WORKING ORDER AND ANY POINT OF CONNECTION - NEW TO EXISTING 2. INSULATE ALL REFRIGERANT PIPING AS RECOMMENDED BY AC UNIT MANUFACTURER AND IN ACCORDANCE WITH APPLICABLE ENERGY CODE. i 1. AFTER COMPLETION OF THE INSTALLATION OF THE AIR CONDITIONING AND HEATING SYSTEMS AND PRIOR TO ACCEPTANCE BY THE WORK OR MATERIALS WHICH DEVELOP DEFECTS, EXCEPT FROM ORDINARY WEAR AND TEAR, WITHIN ONE YEAR FROM DATE OF CEILING SUPPLY DIFFUSER OWNER, AIR HANDLING SYSTEM AND APPURTENANCES APPLICABLE TO THE ABOVE SYSTEM SHALL BE RUN TESTED AND ADJUSTED FINAL ACCEPTANCE SHALL BE REPLACED WITHOUT ADDITIONAL CHARGE. BENEFICIAL USE SHALL NOT BE AND BALANCED AS REQUIRED TO ACHIEVE A QUIET AND COMFORTABLE SYSTEM. ADJUST FAN SPEED AS REQUIRED TO ACHIEVE CONSTRUED AS FINAL ACCEPTANCE. RETURN AIR GRILLE OR REGISTER SYSTEM CFM INDICATED. ADJUST REGISTERS TO ACHIEVE EVEN AIR FLOW THROUGHOUT SYSTEM. SUBMIT REPORTS FOR ALL B. DURING THE YEAR GUARANTEE PERIOD, PROVIDE PROPER REPAIR AND ADJUSTMENTS OF ALL MECHANICAL SYSTEMS AND l'J THERMOSTAT SYSTEMS TO ARCHITECT AND ENGINEER. EQUIPMENT, APPARATUS, DEVICES, ETC., AFFECTED AND INSTALLED UNDER THIS CONTRACT. PERFORM ALL WORK NECESSARY SD SMOKE DETECTOR SECTION 15782 - SPLIT SYSTEM HEAT PUMP UNIT: TO ENSURE EFFICIENT AND PROPERLY FUNCTIONING SYSTEMS. AFF ABOVE FINISHED FLOOR 1. PROVIDE A COMPLETE SPLIT SYSTEM HEAT PUMP UNIT WITH INDOOR COIL, SUPPLEMENTAL HEATER, MATCHED OUTDOOR UNIT, I C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL INCUR FINANCIAL RESPONSIBILITY FOR, ANY DAMAGES CAUSED BY AC AIR CONDITIONING UNIT FILTER SECTION, AND ALL REQUIRED PIPING, ACCESSORIES AND CONTROLS. UNIT SHALL BE MANUFACTURED BY CARRIER OR I OR RESULTING FROM DEFECTS IN HIS WORK INCLUDING BUT NOT LIMITED TO COSTS REQUIRED TO ACCESS AND REPLACE CFM CUBIC FEET PER MINUTE APPROVED EQUAL. II WORK PERFORMED BY OTHERS. CD CEILING DIFFUSER 2. INDOOR COIL CABINET: SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND COATED WITH A BAKED ENAMEL FINISH. I CR CEILING RETURN CABINET INTERIOR SHALL BE INSULATED WITH ONE-INCH THICK NEOPRENE-COATED FIBERGLASS. CABINET PANELS SHALL BE EASILY j 21. PROVIDE UL LISTED TYPE B, 1HR FIRE DAMPERS WHERE INDICATED WITH BLADES TOTALLY OUT OF AIRSTREAM IN DUCTED CU CONDENSING UNIT REMOVABLE FOR SERVICE AND INSPECTION. A CONDENSATE DRAIN FOR THE INDOOR COIL SHALL BE PROVIDED. RUN CONDENSATE I SYSTEMS. PROVIDE ACCESS DOOR OR REMOVABLE DUCT SECTION TO ALLOW COMPLETE ACCESS TO FUSIBLE LINK. DN DOWN LINE OUTSIDE OR TO NEAREST OPEN SITE DRAIN DESIGNATED FOR CONDENSATE. PROVIDE CONDENSATE OVERFLOW SWITCH TO II E, (E) EXISTING, RELOCATE AS REQUIRED SENSE OVERFLOW CONDITION. i 22. RECORD DRAWINGS:MAINTAIN AT THE SITE AND FOR THE OWNER, ONE COPY OF ALL DRAWINGS, ADDENDA, APPROVED SHOP EF EXHAUST FAN 3. UNIT COMPRESSORS SHALL BE SERVICEABLE HERMETIC SCROLL DESIGN WITH VIBRATION ISOLATION. PROVIDE FIVE YEAR (' MANUFACTURERS WARRANTY ON COMPRESSOR(S) AND COIL. PROVIDE DIRECT DRIVEN PROPELLER TYPE CONDENSER FANS WITH I GENERAL NOTES DRAWINGS, REVISIONS, AND OTHER MODIFICATIONS, IN GOOD ORDER AND PROPERLY MARKED TO RECORD ALL CHANGES MADE FLR FLOOR I DURING CONSTRUCTION AND EXACT ACTUAL INSTALLATION. THE SET OF DRAWINGS AND OTHER INFORMATION SHALL BE FD FIRE DAMPER CONTROLS FOR CYCLING. DELIVERED TO THE OWNER IN ACCORDANCE WITH THE CLOSE OUT REQUIREMENTS IN THE CONTRACT AND PRIOR TO OWNER'S MUA MAKE-UP AIR UNIT 4. UNIT CONTROLS: PROVIDE WALL MOUNTED PROGRAMMABLE THERMOSTAT IN SPACE TO MAINTAIN HEATING AND COOLING SET POINTS 1. NO CONTRACTOR OR SUBCONTRACTOR SHALL BEGIN ANY WORK UNTIL ALL DRAWINGS AND/OR SPECIFICATIONS HAVE BEEN FINAL ACCEPTANCE OF THE WORK. N, (N) NEW AND TO CONTROL UNIT FAN TO RUN CONTINUOUSLY OR ON AUTO CYCLE. CYCLE HEATING AND COOLING STAGES IN SEQUENCE TO i REVIEWED. 23. OPERATION & MAINTENANCE MANUALS: PROVIDE FOR THE OWNER ONE COPY OF ALL EQUIPMENT OPERATIONS AND MAINTENANCE RTU ROOFTOP UNIT MAINTAIN HEATING AND COOLING SETPOINTS. PROVIDE HARD START KIT, COMPRESSOR SHORT CYCLE PROTECTION, EVAPORATOR 2, THE CONTRACTOR SHALL COORDINATE MECHANICAL, PLUMBING, ELECTRICAL, STRUCTURAL, AND ARCHITECTURAL WORK. MECHANICAL TAD TRANSFER AIR DUCT MANUALS. MANUAL., SHALL IDENTIFY EQUIPMENT MODEL NUMBERS AND ALL INCLUDED ACCESSORIES SPECIFIC TO THE JOB. � DEFROST CONTROL AND ALL REQUIRED CONTROLS AND SAFETIES TO ALLOW UNIT TO START AND OPERATE DOWN TO 40 DEGREES F WORK SHOWN IS DIAGRAMMATIC. THE ACTUAL LOCATION SHALL BE COORDINATED IN FIELD. PROVIDE OFFSETS AND TRANSITIONS CONTACT INFOI IOP` FOR EQUIPMENT SERVICE REPRESENTATIVES SHALL BE PROVIDED FOR EACH PIECE OF EQUIPMENT. THE LION UNLESS OTHERWISE NOTED AMBIENT OUTSIDE TEMPERATURE. AS NECESSARY. ALL AHU'S WILL BE MOUNTED AS TIGHT TO THE UNDERSIDE OF THE DECK AS POSSIBLE. PROVIDE 1/2" SET OF OPERATIONS AND'MAINTENANCE MANUALS SHALL BE DELIVERED TO THE OWNER IN ACCORDANCE WITH THE CLOSE OUT VD VOLUME DAMPER CLEARANCE FROM DECK ABOVE OR LESS. IF SPRINKLER LINES ARE IN THE WAY, THEY MUST BE RELOCATED. REQUIREMENTS IN THE CONTRACT AND PRIOR TO OWNER'S FINAL ACCEPTANCE OF THE WORK. 3. ALL DUCTWORK SHALL BE FABRICATED FROM FIELD VERIFIED DIMENSIONS. CEILING CLEARANCES, PRIOR TO DUCT FABRICATION, 24. ALL CONDENSATE PIPING TO BE PVC (FOR ACID RESISTANCE TO CONDENSATE FROM GAS FURNACES) AND TO MAINTAIN MINIMUM I ,� SECTION 15870 - EXHAUST FANS: i SHALL BE VERIFIED WITH ACTUAL STRUCTURE AND TRADES WORK. REVISIONS TO DUCTWORK WILL BE MADE AS REQUIRED PER PITCH OF 1/4" PER. 1'. NO CONDENSATE PIPING SHALL BE RUN IN AN AIR-HANDLING PLENUM. ALL CONDENSATE PIPING SHALL 1. CEILING EXHAUST FAN SHALL BE SELECTED FOR THE AIR QUANTITY AND STATIC PRESSURE REQUIREMENTS SHOWN ON DRAWINGS. ABOVE AT NO ADDITIONAL COST TO THE OWNER. REVISIONS SHALL BE APPROVED BEFORE FABRICATION. UCTBY ll A FAN TO BE PROVIDED WITH GRAVITY BACKDRAFT DAMPER, CEILING GRILLE, PLUG TYPE ELECTRICAL CONNECTION AND VIBRATION 4. ALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. ENLARGE DUCTWORK AS REQUIRED TO ACCOUNT FOR DUCT LINER 25. CONTRACTOR TO VERI{•Y A R BE ROUTED AND CONSTRLL R IN CHASES AND CONCEALED PROM ACCESSEFRIGERANT PIPE AND VENT PIPE ROUTING AND STORAGE UNITS USERS. D SIZING WITH MANUFACTURER OF AC UNIT. IF M ISOLATION MOUNTING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE PAWS MANUFACTURED BY PENN BARRY, AND SHEET METAL THICKNESS. MAXIMUM LENGTH OF PIPE (AS DETERMINED BY MANUFACTURER) DOES NOT ALLOW ROUTING AS SHOWN, CONTRACTOR TO ALERT r- PANASONIC, GROAN, COOK OR GREENHECK. 5. FLEXIBLE DUCT LENGTH SHALL NOT EXCEED EIGHT (8) FEET. THE ARCHITECT AND ENGINEER SO THAT AN ALTERNATIVE MAY BE PROPOSED PRIOR TO ORDERING OF ANY MATERIAL AND PRIOR 6. ALL MITERED ELBOWS SHALL BE PROVIDED WITH TURNING VANES. } 7. SPIN-IN FITTINGS FOR SUPPLY DUCTWORK SHALL HAVE 90' SCOOPS AND VOLUME DAMPERS. TO ANY INSTALLATION, CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ALL PIPING CHASE ENCLOSURES. Z SECTION 15891 - DUCTWORK: 26. ALL OUTSIDE AIR LOUVERS (INTAKE,EXHAUST, OR RELIEF) SHALL BE FITTED WITH 1/2 INCH MESH BIRD SCREENS MOUNTED N N 1. LOW PRESSURE DUCTWORK: ALL DUCTWORK UNLESS OTHERWISE NOTED SHALL BE FABRICATED OF GALVANIZED SHEET STEEL IN 8. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 9. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING BEHIND LOUVERS. ALL UNUSED PORTIONS Of OUTSIDE AIR LOUVERS (INTAKE,EXHAUST, OR RELIEF) SHALL BE BLANKED OFF J 0)p ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA DUCT CONSTRUCTION STANDARDS FOR 2" PRESSURE CLASS. ALL DUCT O PLAN. ALL TERMINAL DEVICES SHALL BE SUITABLE FOR REFLECTED CEILING PLAN INDICATED ON ARCHITECTURAL DRAWINGS. AIRTIGHT WITH 22-GUAGE GALVANIZED SHEET METAL AND 2 INCH RIGID INSULATION. DRYER EXHAUST VENTS SHALL HAVE VENT J � SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. CONCEALED DUCTWORK SHALL BE RECTANGULAR WITH TURNING VANES IN ALL (� O FLAPS. SEE ARCHITECTURAL DRAWINGS FOR FINISH COLOR REQUIRED. PROVIDE AMERICAN WARMING AND VENTILATING MODEL P RECTANGULAR ELBOWS. FLEXIBLE DUCT CONNECTORS SHALL BE PREINSULATED WHERE INSULATION IS REQUIRED AND SHALL BE 10. CONTRACTOR MUST COORDINATE TRADES ABOVE CEILING. MECHANICAL DRAWINGS INDICATE GENERAL ROUTING OF DUCTWORK, D > LE-23 4" FIXED LOUVER OR APPROVED EQUAL - TERMINAL DEVICES, ETC. DETERMINE EXACT LOCATIONS FROM ACTUAL FIELD MEASUREMENTS AT JOB SITE. COORDINATE WITH CLASSIFIED AS CLASS I OR CLASS 0 FLEXIBLE CONNECTORS IN ACCORDANCE WITH UL 181. FLEXIBLE CONNECTORS SHALL NOT � U EXTEND MORE THAN 8 FEET IN LENGTH. LIGHT FIXTURES, STRUCTURE AND ARCHITECTURAL FEATURES PRIOR TO FABRICATION OR INSTALLATION. 27. MOTORIZED DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 10 CFM PER SQUARE FOOT AT 1.0"W.G. O Q Z 2. LINE ALL DUCTWORK WHERE INDICATED WITH 1" THICK INTERNAL DUCT LINER WITH AN AVERAGE DENSITY OF 1 LB/CF. DUCT 11. CONTRACTOR SHALL TEST AND VERIFY CORRECT OPERATION Of ALL EQUIPMENT WITHIN SCOPE OF WORK. ALL WORK SHALL BE V 4__ O >, PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND NATIONAL CODES IN ADDITION TO OSHA & ADA REGULATIONS. v p LINER SHALL HAVE FIRE RESISTANT INNER COATING TO PREVENT DELAMINATION Of FIBERS AND SHALL MEET UL AND NFPA C REQUIREMENTS. ALL INSULATION, FASTENERS, AND ADHESIVES SHALL MEET NFPA 90A REQUIREMENTS AND UL FLAME SPREAD AND 12. MOUNT THERMOSTATS OR OTHER CONTROL DEVICES IN STORAGE AREAS AT 8'0" AFF UNLESS NOTED OTHERWISE. THERMOSTATS O (D p SMOKE DEVELOPED CRITERIA AND SHALL BEAR UL STAMP. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. SHALL BE PROVIDED WITH LOCKABLE AND VENTED COVERS WITH THE EXCEPTION OF THE OFFICE. THERMOSTATS LOCATED ON � E 0 PERIMETER WALLS SHALL HAVE INSULATING SUB-BASE. +- O - � vo SECTION 15910 - DUCTWORK ACCESSORIES: 13. ALL SPLIT SYSTEMS SHALL UTILIZE R-410A REFRIGERANT. O L 1. PROVIDE DUCTWORK ACCESSORIES IN ACCORDANCE WITH SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL RECTANGULAR Z 0 V) 14. THE ENGINEERS' CONSTRUCTION PHASE SERVICES ARE INTENDED TO BENEFIT THE CLIENT ONLY. SERVICES RENDERED BY THE ELBOWS. WHERE SPACE PERMITS CONTRACTOR MAY PROVIDE RADIUS ELBOWS WITH A STANDARD CENTERLINE RADIUS EQUAL TO 1 ENGINEER DO NOT RELIEVE CONTRACTORS FROM OBLIGATIONS OF THE CONTRACT CONSTRUCTION DOCUMENTS. THE ENGINEER 1/2 TIMES THEIR WIDTH IN LIEU OF RECTANGULAR ELBOWS SHOWN ON PLANS. ALL RECTANGULAR DUCT TAPS SHALL BE MADE DOES NOT HAVE THE AUTHORITY TO AUTHORIZE ADDITIONAL COSTS OR TO SUPERVISE, DIRECT, OR CONTROL THE CONTRACTORS. WITH 45 DEGREE ENTRY. ALL ROUND TAPS OVER 6" SHALL BE MADE WITH CONICAL TEES. THE ENGINEER IS NOT RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION, OR CONTRACTOR'S QUALITY CONTROL, OR FOR SAFETY PROGRAMS AND PRECAUTIONS DURING CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR CONTRACTORS FAILURE TO PERFORM THE WORK IN COMPLIANCE WITH THE CONTRACT CONSTRUCTION DOCUMENTS OR APPLICABLE LAWS, CODES, OR REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 15. IN ADHERENCE WITH THE INTENT OF THESE CONTRACT DOCUMENTS, PROVIDE FINISHED WORK, TESTED AND READY FOR Mechanical Sheet List PLANNING-ARCHITECTURE OPERATION, WHEREVER THE WORD "PROVIDE" OR "PERFORM" ARE USED, IT SHALL MEAN THE CONTRACTOR SHALL "FURNISH, Sheet Number Sheet Title •PROPERTY VISIONING INSTALL, BALANCE, ADJUST, AND TEST, COMPLETE AND READY FOR USE. 800 W. Broad St.Suite 400 16. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION OF SYSTEMS AND COMPONENTS. PROVIDE ALL ITEMS M-001 MECHANICAL COVER SHEET Falls Church, Virginia22046 703-356-6771 fax:356-7010 NECESSARY FOR A PROPERLY WORKING SYSTEM COORDINATED WITH ALL OTHER WORK REQUIRED BY THE CONTRACT DOCUMENTS M-1 01 MECHANICAL FIRST FLOOR PLAN AT NO ADDITIONAL COST, EVEN IF NOT SPECIFICALLY MENTIONED HEREIN. M-1 02 MECHANICAL SECOND FLOOR PLAN M-400 MECHANICAL ENLARGED PLANS M-700 MECHANICAL SCHEDULES . � Y. r W 1 M-701 MECHANICAL DETAILS �, r F 0 121 OFESSwN t N MECHANICAL / COVER I SHEET M-001 SUMMIT mmit ft W9008.39 tea! ENGINEERS, INC L 1 OF 6 ` '^' " •" Mechanical Electrical Consultants -... ' i•SY's•' 5307 lee Hwy Arlington,VA 22207 " 'M g,•, a 703 633 5593 summitengineers.com ' 1ST FLOOR VENTILATION CALCULATIONS SHEET NOTES w NOTES: EACH HP UNIT SHALL HAVE THE FOLLOWING INSTALLED. CIRCULATION FAN, PROVIDE OSHA INLET AND OUTLET GUARD. MOUNT HIGH FROM OUTDOOR UNITS LOCATED ON GRADE.SEE DETAIL SHEET M-701. 1. PERMIT SET 12-21-21 1.CALCULATIONS PERFORMED IN ACCORDANCE WITH 20121MC. 1 O STRUCTURE WITH VIBRATION ISOLATION HANGERS. FAN INTERLOCKED WITH AC UNIT AS O 2.VENTILATION CALCULATIONS ARE FOR CORRIDOR AREAS ONLY.STORAGE AREAS ARE NOT DEEMED TO BE OCCUPIED SPACE PER 2012 IMC DEFINITION OF SET OF REFRIGERANT PIPING FROM ASSOCIATED INDOOR COIL ROUTED UP AND OUT TO ASSOCIATED OUTDOOR UNIT LOCATED ON GRADE SHOWN. OCCUPIABLE SPACE. O HORIZONTAL INLINE FAN. MOUNT FAN WITH VIBRATION ISOLATION. PROVIDE FLEXIBLE COORDINATE EACH LOCATION OF OUTDOOR UNIT WITH ARCHITECTURE 1ST FLOOR PLAN. ROUTE SIZE AND INSULATE REFRIGERANT PIPING PER MANUFACTURER'S DUCT CONNECTION. WALL-MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT TO BE MOUNTED 8'-0"A.F.F. RECOMMENDATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE DX COIL AND OUTDOOR UNITS ME, COORDINATE ROUTING OF REFRIGERANT PIPING PROVIDE 20X20 RETURN DUCTWORK WITH WIRE MESH SCREEN AS SHOWN. PROVIDE O WITH LOCKABLE COVER. OUTSIDE AIR=SQUARE FEET* .06 SO AS NOT EXCEED MANUFACTURERS MAXIMUM RECOMMEND REFRIGERANT PIPE LENGTH BASED ON FIELD CONDITiONS. PROVIDE ADDITIONAL ACCESSORIES AS O CONNECTION OF OUTSIDE AIR DUCTWORK AS SHOWN. PROVIDE VOLUME DAMPER IN RETURN REQUIRED FOR EXTENDED LENGTH (FILTER DRYERS, TRAPS, ETC.) TYPICAL MAXIMUM LENGTH AS ESTABLISHED BY MANUFACTURERS IS 150 FEET. (PHIS SHALL DUCT AND OUTSIDE AIR DUCT. PROVIDE MOTORIZED DAMPER IN O.A. DUCT. PROVIDE DUCT PROVIDE LITTLE GIANT CONDENSATE PUMP AND RUN DISCHARGE TO TOTAL VENTED CORRIDOR AREA ON THIS FLOOR=3,105 SQ. FT. BE CONFIRMED BASED ON UNITS SUBMITTED). O SMOKE DETECTOR IN RETURN OF EACH UNIT. LOCATION SHOWN ON PLUMBING DRAWINGS. OUTSIDE AIR REQUIRED=187/0.8Ev=234CFM ACTUAL OUTSIDE AIR PROVIDED=240CFM ROUTE CONDENSATE DRAIN TO THE NEAREST CONDENSATE HUB. SEE PLUMBING DRAWING FOR LOCATION. RIN REFRIGERANT LINTS TO OUTDOOR UNIT IN 12X12 OUTSIDE AIR INTAKE LOUVER WITH WIRE MESH SCREEN AND 12"DEEP INSULATED PLENUM ACCORDANCE TO MANUFACTURER'S REQUIREMENTS. PROVIDE LOCAL WALL MOUNTED THERMOSTAT. ROUTE CONDENSATE DRAIN TO OUTSIDE OR NEAREST O FOR CONNECTION OF OUTSIDE AIR DUCTWORK REFER TO ARCHITECTURAL ELEVATIONS FOR RECEPTOR. SEE PLUMBING DRAWING. SEE DETAIL EXACT LOCATION. PROVIDE AMERICAN WARMING AND VENTILATING MODEL LE-23 OR APPROVED EQUAL. O.A. DUCT MUST BE INSULATED WITH MINIMUM 2"FIBER GLASS BATT INSULATION WITH VAPOR BARRIER. I I I I I I ! I I I I f I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I i I I I I I I I f 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I i 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i .� •,�. 40 ' T O 6 -1 2C OU / , I -rELEV E 12xT2 5 N !'. E RRI?IKLR j „�€ R00J 6 OU-1 2E �_ 1 E I ' I EUH1 Q;� 1 4 8 (\�'� �-Dl _ W ROOM E i , y a I ,[ L ✓// ' '''/' '/'�% ; �'� ,''�'� ,ft / ' !�° '' '/ /'�� � C=' -==-=- VDT 7 ' z +- dCUR'-..-.-.,,�----�--�a� _ ,,� ,/ /' � e'"'° t ,% r' • / �^-�` I SEE SHEET M-400 � '' '/f✓ FOR WORK IN THESE 0c i d , AREAS ,[ , o RR-B , 4700-7. r ,-<-;i F. J _ / /. ,> r �' - / .N I II I 240 CFM U 3 _ ---a M jE MOD 5 O p z 3 EF2 LEtO. L_ j I I 10 0 OU-1 1C V) lY AC x1 'WITH y11IMS I ; i 6 c B f"1 1 t+ iE P ( — i SSS 11EE O IL FDA — I T I ---- ,i OU-1 1 B 6 U CE-1 0 12x8 i — _ E I L O 7 I r I j3]jf .,_::_ —_--_.—.^_..___._••_.__ � .....^^^„ _,._ .....,.,.._.....___^,.-......... .._......._..._._..sue ._....__._..___� ...._._-_....acaa.-. ...,..—' ,—':;,,";"x .-_ .._.... ..___..... ..._ ..__-.._._•_._•_ ___- _.._....._.__................ ..........-_......_..._................ -.........._.... - E 3 , _ CF-1 - --- OU 1 2B 6 0 L VD �a Z '0 cn I O� 6 OU-1 2A [ is s I 1OX10 f 7 T; a li I I PLANNING-ARCHITECTURE .PROPERTY VISIONING 1 800 W. Br t i Broad S .Suite 400 �' ��• � �J. '" ',�. ``/ ,, ," ;/ " Falls Church,Virginia 22046 703-356-6771 fax:356-7010 RR CT" W 7 N MECHANICAL FIRST FLOOR PLAN M- 101 1 MECHANICAL FIRST FLOOR PLAN 0 4' 8' 16' 32' SUENGINIVIRMIC 2mltPOFeoo6 M-101 Scale: 3/3211 — 1 '_011 Mechanical Electrical Consultants GRAPHIC SCALE 5307 Lee Hwy Arlmgton,VA 22207 ,;y':<"`7777 ';;; SCALE: 3/32"= 1'-0" .,,.. 703 533 5593 summdtengineers.com ,- 'a 2ND FLOOR VENTILATION CALCULATIONSSHEET NOTES ,- f . NOTES: i IIIIIIIIIIIIII IIIIIiIIIIII IIIIIIIIIIIIII EACH HP UNiIIII!IIiI1IIII SHALL HAVE HIIIIIIIIIIIIII E FOLLOWING INSIIIIIIIIIIIIII TALE . IIIIIIII!III9I vI IIIIIIIIII1III IIIIIIIIIIIIII OOOIIIIIIIIIIIIII'I'EI CIRCULATION FAN, PROVI DEOSHA INLET AN D OUTLET GUARD. MtE�I OUNTII IfIIIIIIIIII HIGH FRO M - + O7I!I?IIIIIIIIIII t T NOT USED. � !IIIIIIIIIIIII kI'E IIIIIIi€fI€III •- b�.. 1. PERMIT IT< SET 1o2-2 1-"2 1 1.CALCULATIONS PERFORMED IN ACCORDANCE WITH 20121MC. O O STRUCTURE WITH VIBRATION ISOLATION HANGERS. FAN INTERLOCKED WITH AC UNIT AS 2.VENTILATION CALCULATIONS ARE FOR CORRIDOR AREAS ONLY.STORAGE AREAS ARE NOT DEEMED TO BE OCCUPIED SPACE PER 2012 IMC DEFINITION OF SET OF REFRIGERANT PIPING FROM ASSOCIATED INDOOR COIL ROUTED UP AND OUT TO ASSOCIATED OUTDOOR UNIT LOCATED ON GRADE SHOWN. OCCUPIABLE SPACE. COORDINATE EACH LOCATION OF OUTDOOR UNIT WITH ARCHITECTURE 1ST FLOOR PLAN. ROUTE SIZE AND NSULATE REFRIGERANT PIPING PER MANUFACTURER'S NOT USED. WALL-MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT TO BE MOUNTED 8'-0"A.F.F. OUTSIDE AIR=SQUARE:FEET*.06 RECOMMENDATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE DX COIL AND OUTDOOR UNITSAID COORDINATE ROUTING OF REFRIGERANT PIPING PROVIDE 20X20 RETURN DUCTWORK WITH WIRE MESH SCREEN AS SHOWN. PROVIDE WITH LOCKABLE COVER. SO AS NOT EXCEED MANUFACTURER'S MAXIMUM RECOMMEND REFRIGERANT PIPE LENGTH BASED ON FIELD CONDITIONS. PROVIDE ADDITIONAL ACCESSORIES AS CONNECTION OF OUTSIDE AIR DUCTWORK AS SHOWN. PROVIDE VOLUME DAMPER IN RETURN REQUIRED FOR EXTENDED LENGTH (FILTER DRYERS, TRAPS, ETC.) TYPICAL MAXIMUM LENGTH AS ESTABLSED BY MANUFACTURERS IS 150 FEET. (THIS SHALL DUCT AND OUTSIDE AIR DUCT. PROVIDE MOTORIZED DAMPER IN O.A. DUCT. PROVIDE DUCTTOTALVENTED CORRIDOR AREA ON THIS FLOOR=5,243 SQ. FT. BE CONFIRMED RMED BASED ON UNITS SUBMITTED). SMOKE DETECTOR IN RETURN OF EACH UNIT. OUTSIDEAIR REQUIRED=315/0.8Ev=394CFM ACTUALOUTSIDE AIR PROVIDED=395CFM ROUTE CONDENSATE DRAIN TO THE NEWEST CONDENSATE HUB. SEE PLUMBING DRAWING FOR LOCATION. RUN REFRIGERANT LINES TO OUTDOOR UNIT IN 24X12 OUTSIDE AIR INTAKE LOUVER WITH WIRE MESH SCREEN AND 12"DEEP INSULATED PLENUMACCORDANCE M MNUFACTURER'S REQUIREMENTS. PROVIDE LOCAL WALL MOUNTED THERMOSTAT. ROUTE CONDENSATE DRAIN TO OUTSIDE OR NEWEST RECEPTOR. SEE PLUMBING DRAWING. SEE DETAIL FOR CONNECTION OF OUTSIDE AIR DUCTWORK REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. PROVIDE AMERICAN WARMING AND VENTILATING MODEL LE-23 OR APPROVED EQUAL. O.A. DUCT MUST BE INSULATED WITH MINIMUM 2"FIBER GLASS BATT INSULATION WITH VAPOR BARRIER. 2. 03 05 U 0 09 1 11 15 9 20 21 2 29 r Z: 12X14 395 CFM LO MOD Z 10"ok s � 1O�r OD (/O) k O12x14 C U Oo 0 C E IL o 4- __....._._ - _-.:..:. ...:-•.:, I .::.._ = ;_.4 }Iik� - IIi RR-A - '!I 5.- '�ASwPu m Om,�i,Ft��EP�raJS�.2 S0c51�,9BZ P m r�NO.-� - a� n ni VD ( 1 12X14 "� 1 4 12x14 . PLANNING-ARCHITECTURE IET -PROPERTY VISIONINGT 7T_ r 800 W. Broad St.Suite 400 . _ Falls Church, Virginia 22046 CF-10 703-356-6771 fax:356-7010 _ ECFNEWYW ©bw hii S2021 MECHANICAL SECOND FLOOR PLAN M- 1 02 T O 4' $' 32' SUMMITMECHANICAL SECOND FLOOR PLAN " ENGINEERS, INC 3 OF 6 77� Scale: 3 —OII� Mechanical Electrical Consultants 7z�_ ,7 "T GRAPH 1 C SCALE H'Y 9 %� < '~ ; SCALE: 3/32"= 1'-0e 5307Lee Arlin ton,vaz2zo7 s; 703 533 5593 summitengineers com ^' ' ,Xpy; 7 SHEET NOTES klp��`E�' RMIT SET 12-21-21 CEILING MOUNTED EXHAUST FAN. PROVIDE INTEGRAL CEILING GRILLE AND BACKDRAFT (D DAMPER. 12X12 OUTSIDE AIR INTAKE LOUVER WITH WIRE MESH SCREEN AND 12" DEEP INSULATED PLENUM 2 FOR CONNECTION OF OUTSIDE AIR DUCTWORK REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. PROVIDE AMERICAN WARMING AND VENTILATING MODEL LE-23 OR APPROVED EQUAL. 0 A LO FWH-1 s o� 0 >- z . p ,.a j 10 "I p cn 17-71 l 4 OU 3 -- -- I o ` I a) O p z EF-1 0 -se L 50 ! � I0 EU LL 0E 4-0)) 0 0 14— F 3 4- 250 CFM _ Z c) 10 � I FWH-1a I I PLANNING-ARCHITECTURE •PROPERTY VISIONING 800 W. Broad St.Suite 400 Falls Church,Virginia 22046 703-356-6771 fax:356-7010 1 RESTROOM & JANITOR ROOM PLAN �w►, M-400 Scale: 1/4" = V-011 �'�P- 3.c1 UJ rww . Zip � Fig tONP as ©bwdarchitects 2021 MECHANICAL ENLARGED PLANS M-400 0 1' 2' 4' 6' 9' SUMMIT Summi 120 . ENGINEERS, INC 4 OF 6 Mechanical Electrical Consultants SCALE: 1/4' = 1'-0" ?;d 5307 Lee Hwy Adington,VA 22207 :.-' GRAPH 1 C SCALE w 703 533 5593 summitengineers.com a N '�'"''�...'.•" i""� MECHANICAL SCHEDULES pF j +l 1. PERMIT SET 12-21-21 SPLIT SYSTEM HEAT PUMP UNIT SCHEDULE TOTAL SENSIBLE INDOOR INDOOR ELECTRICAL OUTDOOR ELECTRICAL OUTDOOR NOM. SUPPLY EXTERNAL TOTAL SUPPLEMENTAL s ; COOLING COOLING MINIMUM BASIS OF DESIGN INDOOR UNIT OUTDOOR BASIS OF DESIGN OUTDOOR UNIT CAPACITY CAPACITY SEER UNIT MAKE AND MODEL WEIGHT MCA MOCP UNIT TAG UNIT MAKE AND MODEL UNIT TAG CAPACITY AIRFLOW STATIC (IN HEATING HEATING @208V POWER POWER MCA MOCP WEIGHT NOTES (TONS) (CFM) W.G.) (MBH) (MBH) (MBH) (KW/STAGE) (LBS) VOLTS/PH/HZ VOLTS/PH/HZ (LBS) HP-1/OU-1 5.0 2,000 0.5 54.4 45.5 33.0 8/1 14.0 CARRIER FV4CNF006 172 208/1/60 44.7 1 45 OU-1 CARRIER 25HCE460 208/1/60 32 50 212 1 THROUGH 6 NOTES: 1. COORDINATE ALL ELECTRICAL REQUIREMENTS AND WIRING PRIOR TO ORDERING. 2. COOLING RATINGS SHALL BE AT 80/67�F (DB/WB) INDOOR ENTERING AIR TEMPERATURE AND 95-F (DB) OUTDOOR ENTERING AIR TEMPERATURE. 3. HEATING RATINGS SHALL BE AT 70°F (DB) INDOOR ENTERING AIR TEMPERATURE AND 17�F (DB) OUTDOOR ENTERING AIR TEMPERATURE. 4. SEER RATING SHALL SHALL BE COMBINATION RATING FOR INDOOR COIL UNIT WITH OUTDOOR HEAT PUMP. 5. PROVIDE MANUFACTURER'S STANDARD FILTER. 6. PROVIDE VARIABLE SPEED ECM MOTOR. MECHANICAL COMCHECK AND ECONOMIZER EXEMPTION FAN SCHEDULE AIRFLOW ESP ELECTRICAL TAG TYPE SERVICE RPM DRIVE CONTROL BASIS OF DESIGN NOTES (CFM) (IN.WC) V/PH MOTOR WATTS EF-1 CEILING CABINET JANITOR'S CLOSET 50 0.25 850 DIRECT INDEPENDENT ON/OFF 120/1 13.6 GREENHECK SP 1,2,3,4 COMcheck Software Version 4.1.5.3 SVATCH EF-2 CENTRIFUGAL INLINE ELEVATOR ROOM 800 1 0.125 1550 1 DIRECT THERMOSTAT 120/1 1/6 HP GREENHECK SQ-95 1,3 Mechanical Compliance Certificate EF-3 CEILING CABINET OFFICE RESTROOMS 100 0.25 1100 DIRECT LIGHT ON/OFF SWITCH 120/1 22.5 GREENHECK SP 1,2,3,4 n8/1 CF-1 CIRCULATION FAN STORAGE 2100/2650 - 1075 DIRECT INTERLOCK TO AC UNIT 120/1 1/15 HP MARLEY B12P 1,2,3 NOTES: Project Information 1. COORDINATE ALL ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING FAN. Energy Code: 90.1 (2016)Standard 2 INSTALL PER DETAIL. Project Title: North Fork Self Storage 3. INSTALL PER MANUFACTURER'S INSTRUCTIONS.MAINTAIN ALL REQUIRED CLEARANCES. Location: Cutchogue, New York 4.PROVIDE MANUFACTURER'S BACKDRAFT DAMPER. Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 65 Commerce Dr. Cutchogue, NY 11935 Mechanical Systems List Quantity System Type&Description 8 HP-1/oU-1 (Single Zone): GRILLES, REGISTERS, & DIFFUSERS SCHEDULE �- Split System Heat Pump Heating Mode:Capacity=33 kBtu/h, Proposed Efficiency=8.20 HSPF,Required Efficiency=8.20 HSPF MINIMUM NECK SIZE OVERALL FACE MAX.SP Cooling Mode:Capacity=57 kBtu/h,,No Economizer,Economizer exception:Net Cool Load<Trans+Infil Loss TAG TYPE SERVICE CFM RANGE (INCHES) DIMENSIONS (INCHES) REMARKS NOTES Proposed Efficiency=14.00 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1 -Compliance(Motor nameplate HP method):Passes RR-A RETURN REGISTER RETURN 0-800 18 X 12 AS REQUIRED 0.09 TITUS 350 RL 1 Fans: RR-B RETURN REGISTER RETURN 0-450 10 X 10 AS REQUIRED 0.09 TITUS 350 RL 1 FAN 1 Supply,Constant Volume,2000 CFM,0.8 motor nameplate hp,0.0 fan efficiency grade Compliance Statement NOTES: Mechanical Com (� 1.PROVIDE OPPOSED BLADE VOLUME DAMPER. Lo C'7 Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, O� specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 90.1 (2016)Standard requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 1- 0 Z Name-Title Signature Date 6 (1)1 0 O J � � U O � �U3 ELECTRIC HEATER SCHEDULE �- TAG SERVICE TYPE CAPACITY V/PH BASIS OF DESIGN NOTES 1- 0 z FWH-1 STAIRWELL FAN WALL HEATER 1.5 KW 120/1 MARKEL 3320 1 () -E FWH-2 ENTRANCE AREA FAN WALL HEATER 4.8 KW 208/1 MARKEL 3320 1 - L j EUH-1 SEE PLAN UNIT HEATER 5 KW 208/1 QMARK MUH 2 0 O North Fork SS NOTES: E U 1. UNIT SHALL BE EITHER SURFACE OR RECESSED MOUNTAS INDICATED ON PLANS. } O 0 WE PLAN ON USING EXCEPTION F UNDER SECTION 6.5.1 OF ASHRAE 90.1-2016: 2. PROVIDE CEILING MOUNTING BRACKETAND INTEGRAL THERMOSTAT. U 0 Lo 7.SYSTEMS THAT SERVE SPACES WHOSE SENSIBLE C001_ING LOAD AT DESIGN CONDITIONS, EXCULDING z TRANSMISSION AND INFILTRATION LOADS, IS LESS THAN OR EQUAL TO TRANSMISSION AND INFILTRATION LOSSES AT AN OUTDOOR TEMPERATURE OF 60'F. Project Title: North Fork Self Storage Report date: 12/14/21 THE STORAGE SPACE LOADS HAVE BEEN CALCULATED WITH .12 WATTS PER SQUARE FOOT OF AREA FOR Data filename: E:1,Summit\,Jobs\2019\2019001-2019009\2019008.00 BW Storage)obs\2019008.39 North Fork Page 1 of 10 LIGHTING AND WITH A TOTAL OF 20 PEOPLE. GIVEN THE FOLLOWING CONDITIONS,THE TOTAL AIR CURTAIN SCHEDULE SS\Calculations\Mechanical\COMcheck\North Fork Mechanical COMcheck.cck INTERNAL LOAD FROM LIGHTING AND OCCUPANCY EQUALS 26,409 BTU/H. BREAKER RATING TAG VOLTS/PHASE ACTUALAMPS (AMPS) MOTOR BASIS OF DESIGN ; THE FOLLOWING ARE CALCULATIONS FOR ENVELOPE LOSSES OCCURING AT 60°F FOR BOTH THE WALLS CUR-1 208/1 3.5 15 1 @ 1/2 HP BERNER CHD10-1048A '" AND ROOF. CUR-2 208/1 7 15 2 @ 1/2 HP EACH BERNER CHD10-2096A NOTES: QRC0F=URooF* AREARooF* DT= .033 BTU/HR/FT2/°F* 26,681* 20°F dT=17,609 BTU/HR 1. CONNECTED WITH ADJACENT AUTOMATIC SLIDING DOOR. PLANNING-ARCHITECTURE 2. CENTER OVER OPERABLE DOOR OPENING. -PROPERTY VISIONING QWALL=UCMUWALL* AREAWALL* DT= .090 BTU/HR/FT2/°F* 1,182 FT2* 20°F dT=2,127 BTU/HR 800 W. Broad St.Suite 400 QWALL=UFRAMEWALL*AREAWALL* DT=.050 BTU/HR/FT2/`F* 15,273 FT2* 20*F dT= 15,273 BTU/HR Falls Church,Virginia 22046 { 703-356-6771 fax:356-7010 REFERTO SHEET E N - 0 01 F 0 R ENVELOPE THE TOTAL ENVELOPE HEAT LOSS IS EQUAL TO 35,009 BTU/HR. NEW SINCE THE TOTAL INTERNAL LOAD FROM LIGHTING AND OCCUPANCY IS LESS THAN THE TOTAL � YQp SUMMARY. ALL ENVELOPE COMPONENTS MEET ENVELOPE HEAT LOSS AT 607,THE ECONOMIZER WOULD NOT PROVIDE ANY ADDITIONAL ENERGY *2��N13 'Cq,�j�"►"*► SAVINGS.THEREFORE,THE ECONOMIZER EXCEPTION F UNDER SECTION 6.5.1 OF ASHRAE 90.1-2016 Z a, PRESCRIPTIVELY. APPLIES TO THIS DESIGN. ; x r ` SSIO�P���• ©b dar itech 2021 MECHANICAL SCHEDULES M-700 SUMMIT SmmItt PH 2-019008.39 -"" ENGINEERS, INC L 5 OF 6 Mechanical Electrical Consultants 5307 Lee Hwy Ariington,VA 22207 { 703 533 5593 summitengineers.com f, MECHANICAL DETAILS (N.T.S.) 1. PERMIT SET 12-21-21 REFRIGERANT LINES EVAPORATOR COIL SECTION PER MANUFACTURER'S RECOMMENDATIONS ACCESS PANELS OUTSIDE AIR DUCT — FAN SECTION WHERE SHOWN ON MANUFACTURER'S DRAWINGS RETURN-AIR CONNECT TO STRUCTURE FILTER SECTION VIBPATION ISOLATION HANGERS PPOVIDE 30" CLEAR AT SOUND LINED SUPPLEMENTAL SERVICE SIDE OF UNIT —4— ELECTRIC HEATING TRANSITION TO 26X1O OR 34X8 MIN. 24" CLEAR --MAINTAIN MANUFACTURERS VID RETURN PLENUM COIL DUCT AS NEEDED. BETWEEN UNITS RECOMMENDED CLEARANCE OD OPEN ENDED r FROM WALLS OR FENCE DUCT WITH SOUNDLINED WIRE MESH 0 RETURN DUCT SUPPLY DUCT GRADE MOUNTED MANUFACTURER RETURN AIR SCREEN OR S2 CONDENSING PUMP DIFFUSERS LU UNIT UPS SCREEN OR CONCRETE GRILLE PER I R* PAD FLEXIBLE CONNECTION vi wj PLAN -v�LIEXIBLE CONNECTION OVERFLOW SWITCH IN DRAIN PANJE El Coll _--JPRIMARY CONDENSATE DRAIN TO SECONDARY DRAIN LINE ------/ STORM (1] `--SECONDARY DRAIN PAN UNDER AFF -~—'CRAD[ ENTIRE UNIT —+�— NOTES:-------' `-- PROVIDE STRUCTURAL SUPPORT IN 1. REFER TO PLANS FOR RETURN AND OUTSIDE AIR DUCT CONFIGURATION. LOCATIONS AND SIZES MAY DIFFER. ACCORDANCE WITH MANUFACTURER'S 2 PROV|DE{�ONOEN8ATEPUyNPVVHEREREOU|REOFOR{�ONDENSATEREK8�\�`LREFERTOPLUK8B|N�� DR/�VNGS� � DRAWINGS. REQUIREMENTS. 3. PROVIDE OVERFLOW SWITCH IN DRAIN PAN. UPON DETECTION OF OVERFLOW CONDITION, SHUT DOWN ASSOCIATED UNIT. FLOOR 4. INSULATE ALL OUCTVVOR�{PER SPECIFICATIONS. ` 5. PROVIDE DUCT SMOKE DETECTOR |N RETURN OF EACH UNIT |N OPEN STORAGE AREAS. NOTES: G MOUNT � � 1� PROVIDE CONCRETE PAD AT GRADE MOUNTED T[) |NSUREK8AX|KAUyNHE|GHT. UNITS PER MANUFACTURER'S REQUIREMENTS. W1A|NTA|NA MINIMUM OF7'6''CLEAR BELOVVALL EQUIPMENT AND RELATED PIPING. 2. PROVIDE G° MANUFACTURER'S PUMP UPS. SECURE TO UNIT AND PAD. ( GRADE)- SCALE: NOT TO SCALE SCALE: NOT TO SCALE FLEXIBLE DUCTWORK CONNECTION ---' ' � SHEET— METAL— SCREWS & SEAL WITH /--BRANCH DUCT, SEE DUCT TAPE PLANS FOR SIZE. LO I (y) ALL THREAD TO 0- STRUCTURE ABOVE TAKEOFF DUCT, SEE 49 — PLANS FOR SIZE. MAIN >_ POWER DUCT SUPPLY HUNG CEILING FAN TILTED 8^ FROM VERTICAL P03|T|0N ------- j yy -- K8|N 5'' m«| u»:n�»un�« a C8UNG - �HERE SH0NN 0N �RCH�[CTURAL HANG AS HIGH �3 POSSIBLE. � ^ ' � 4 � mu/rx�n� wxom��/ DRAWINGS TOP & BOTTOM ------�' \ MANUFACTURER'S --^---� c----|NT[CRAL EXHAUST / r RIGID FAN / GRILLE CLEYEAFLE% TYPE D3C --� | HANGER & | BRACKET DAMPER SPIN COLLAR 4|R FLOYY 0 — LJ CEILING| K] �� EXHAUST| | ���� ��L-| L-| | � �� L-/\| | ��L/ �� | TAKEOFFDUCT 0. [] [] /\ K] ��LJ �� [-7- � | | FAN DETAIL FAN DIAGRAM {}L L� [\ ��| � �/|l L/ L- | ��| L_ SCALE: NOT TO SCALE SCALE: NOT TO SCALE c���A| E� NOT TO SCA| E � . ` ` � •. ' ,:. PION, tl" PLUMBING GENERAL NOTES PLUMBING SCHEDULES ;. PERMIT SET 12-21-21 y 3�, eGAS RISER 1.ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE 14.INSTALL ALL WORK AS HIGH AS POSSIBLE AND TIGHT TO THE STRUCTURE 11.PLUMBING PIPING,FIXTURES,EQUIPMENT,AND ACCESSORIES SHALL FIRE PROTECTION PLUMBING STACK (SANITARY AND VENT) WITH THE CONTRACT DOCUMENTS,AND ALL OTHER LOCAL CODES AND ABOVE AND ABOVE THE FINISHED CEILING,UNLESS NOTED OTHERWISE. CONFORM TO ALL APPLICABLE ENERGY CONSERVATION CODES. e WATER RISER AUTHORITIES HAVING JURISDICTION.IF THEE IS A CONFLICT THE MORE PROVIDE OFFSETS,AS REQUIRED,TO.AVOID ALL OBSTRUCTIONS AND 1.PROVIDE A COMPLETE FIRE PROTECTION SYSTEM HYDRAULICALLY 1 ;r:.,. : STRINGENT SHALL APPLY. PROVIDE FOR THE GREATEST CEILING HEIGHT OR GREATEST CLEARANCE 12.ANCILLARY SYSTEMS NOT ASSOCIATED WITH EQUIPMENT SHALL NOT BE CALCULATED IN COMPLANCE WITH THE LATEST ADOPTED EDITION N.F.P.A. D ' ABOVE THE FINISHED FLOOR POSSIBLE AT ALL LOCATIONS.INSTALL ALL INSTALLED SO AS TO INHIBIT SERVICING AND/OR REMOVAL OF SAID 13, 14,20,24,70, 101 AND THE REQUIREMENTS OF ALL AUTHORITIES HAVING DRAIN RISER 2.THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL VERTICAL PIPING,RUNS,ETC.AS CLOSE THTE CORNERS OF STORAGE UNITS EQUIPMENT. JURISDICTION. e LOCATION OF SYSTEMS AND COMPONENTS.PROVIDE ALL ITEMS NECESSARY AND AGAINST STORAGE UNITS DIVIDING WALLS SO MAXIMIZE USABLE SPACE PROVIDE THE FOLLOWING SYSTEMS: STORM RISER FOR A PROPERLY WORKING SYSTEM COORDINATED WITH ALL OTHER WORK WITHIN THE STORAGE UNITS AND COMMON AREAS THEY PASS THROUGH 13.GAS FIRED EQUIPMENT SHALL BE PROVIDED WITH GAS COCKS,UNIONS, -WET PIPE AUTOMATIC SPRINKLER SYSTEM FP REQUIRED BY THE CONTRACT DOCUMENTS AT NO ADDITIONAL COST,EVEN AND COORDINATE LOCATIONS WITH ALL OTHER WORK REQUIRED BY THE DRIP LEGS,SOLENOID VALVES,PRESSURE REGULATORS,AND VENTS.ALL GAS -FIRE STANDPIPE SYSTEM.,AUTOMATIC � FIRE PROTECTION RISER IF NOT SPECIFICALLY MENTIONED HEREIN CONTRACT DOCUMENTS TO ENSURE NO OBSTRUCTIONS,INFRINGEMENTS FIRED EQUIPMENT,DEVICES,AND ACCESSORIES SHALL BE U.L.,F.M.AND -DRY-PIPE SPRINKLER SYSTEM INTO USABLE SPACE EXIST WHEN COMPLETE.ALL VERTICAL PIPING AND A.G.A.APPROVED. (E) EXISTING PIPE (EXIST.) 3.THE SCOPE OF WORK REQUIRED OF THE CONTRACTOR BY THE CONTRACT RUNS,ETC,SHALL BE BOXED OUT FROM FLOOR TO CEILING OR STRUCTURE 2.PROVIDE A COMPLETE 100%FULLY SPRINKLERED,HYDRAULICALLY DOCUMENTS SHALL.INCLUDE PROVIDING A FULLY FUNCTIONING PLUMBING ABOVE IF NO CEILING WITH METAL EIJCLOSURES OF THE SAME MATERIAL AS 14.THE CONTRACTOR SHALL NOTIFY GAS PURVEYOR OF THE WORK TO BE CALCULATED,AUTOMATIC WET PIPE AND DRY PIPE SPRINKLER SYSTEM SANITARY DRAIN PIPE (SAN) SYSTEMS,ADJUSTED,TESTED,AND READY FOR USE.PROVIDE ALL LABOR, THE STORAGE UNITS SYSTEM WALLS TO PREVENT ANY ACCESSIBILITY BY THE PERFORMED AND CONFIRM FINAL APPROVED EQUIPMENT GAS THROUGHT THE ENTIRE BUILDING COORDINATED WITH ALL OTHER WORK MATERIAL,TOOLS,EQUIPMENT,CONTROLS,DEVICES,APPLIANCES, FUTURE OCCUPANT OF THE STORAGE UNITS OR THE GENERAL PUBLIC IF REQUIREMENTS WITH THE PURVEYOR TO ADJUST,MODIFY,AND/OR REPLACE REQUIRED BY THE CONTRACT DOCUMENTS.DRY SPRINKLER SYSTEMS SHALL VENT PIPE (V) SERVICES,VALVES,PIPING,TRANSPORTATION,STORAGE,HOISTING, LOCATED IN A COMMON AREA. OR PROVIDE NEW THE HOUSE GAS REGULATORS,METERS AND METER PADS BE PROVIDED FOR ALL NDN-HEATED SPACES,AND WHERE REQUIRED OR SCAFFOLDING,TEMPORARY PROTECTIONS,SUPERVISION,OVERHEAD,AND AS REQUIRED.GAS PIPING,VALVES,AND ACCESSORIES SHALL BE SUITABLE INDICATED ON THE CONTRACT DRAWINGS.APPROVED,PRE-CHARGED, CDC CONDENSATE DRAIN (CD) OTHER ITEMS NECESSARY TO COMPLETE THE SYSTEMS.EXAMINE THE PLUMBING AND APPROVED FOR THE SERVICE PRESSURE INTENDED.ALL REGULATOR DRY-PENDENT OR DRY-SIDEWALL TYPE SPRINKLER HEADS MAY BE UTILIZED ARCHITECTURAL,STRUCTURAL,ELECTRICAL,FIRE ALARM,PLUMBING AND VENTS SHALL TERMINATE TO THE ATMOSPHERE IN LOCATIONS APPROVED IN WHERE APPLICABLE. - - COLD WATER PIPE (CW) TELECOM DRAWINGS TO BECOME FAMILIARIZED WITH ALL ASPECTS OF 1.PIPING AND EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURAL ADVANCE BY THE ARCHITECT/ENGINEER.COLLECTION AND SIZING OF THOSE DESIGNS COORDINATE WORK WITH THAT TO BE PERFORMED OR MEMBERS. COMMON HEADER(S) SHALL BE IN COMPLIANCE WITH THE GAS PURVEYOR 3.IN FINISHED SPACES,SPRINKLER PIPING SHALL TYPICALLY BE LOCATED ' ' HOT WATER PIPE (HW) INSTALLED BY OTHERS,AND THAT AFFECTING MECHANICAL SYSTEMS,TO GUIDELINES.PROVIDE ALL PURGING AND TESTING OF THE SYSTEM AS BELOW DUCTWORK ANC ABOVE LIGHT FIXTURES.COORDINATE WORK WITH DETERMINE THE EXTENT OF MECHANICAL WORK REQUIRED.COORDINATE 2.PROVIDE ELECTRIC HEAT TRACE F7c-EZE PROTECTION FOR ALL DOMESTIC REQUIRED. ALL OTHER TRADES TO PP,OIDE THE GREATEST CLEARNACE ABOVE THE OUTSIDE SCREW AND YOKE GATE VALVE (OS&Y) WORK TO BE PERFORMED OR INSTALLED B"OTHERS AFFECTING PLUMBING WATER PIPING AND P-TRAPS INSTALL'_D IN UNHEATED AREAS OR AREAS FINISHED FLOOR AS POSSIBLE IN ALL LOCATIONS. WORK AND PROVIDE AND INSTALL ALL NECESSARY ANCHORS,SLEEVES, SUBJECT TO FREEZING.ELECTRIC HEAT TRACE CABLE SYSTEM SHALL INCLUDE 15.CONTRACTOR SHALL FLUSH SANITARY AND STORM SYSTEMS UPON REDUCER HANGERS,ETC.FOR ATTACHING OR CONNECTING PLUMBING WORK TO ALL ACCESSORIES,CONTROLS,CIRCUITS,AND DEVICES FOR A COMPLETE COMPLETION OF WORK.CONTRACTOR SHALL PRESSURE TEST SANITARY 4.SPRINKLER PIPING SHALL BE SLOPED TO DRAIN BACK TO THE MAIN. RELATED WORK OF OTHER TRADES AUTOMATIC OPERATING FREEZE PRC)TECTION SYSTEM.COVER WITH SYSTEM WITH 10 FEET OF HEAD AND REPAIR/REPLACE ALL LEAKS PRIOR TO PROVIDE DRAIN VALVESAND CAPS WITH HOSE END THREAD FOR ALL = GATE VALVE (GV) INSULATION.ELECTRIC HEAT TRACING COMPONENTS SHALL BE PROVIDED CLOSING IN OF WORK.CONTRACTOR SHALL FLUSH AND TV ALL TRAPPED PIPING. 4.LOCATE ALL EQUIPMENT REQUIRING SERVICING,OPERATIONAL,OR AND INSTALLED BY THE PLUMBING CONTRACTOR.THE ELECTRICAL UNDERGROUND LINES IMMEDIATELY PRIOR TO TURNOVER TO THE OWNER. 5.FIRE PROTECTION PIPING AND EQUIPMENT SHALL BE RATED FOR EXPECTED ?� CHECK VALVE (CV) MAINTENANCE CLEARANCES IN A FULLY ACCESSIBLE POSITION.EQUIPMENT CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO THE SUBMIT A COPY OF THE TV RECORDING TO THE OWNER AND ENGINEER FOR MAXIMUM WORKING PRESSURES. REQUIRING THESE CLEARANCES SHALL INCLUDE,BUT NOT BE LIMITED TO: ELECTRICAL SYSTEM. REVIEW WITH REQUEST FOR SUBSTANTIAL COMPLETION.ALL OBSTRUCTIONS, BACKFLOW PREVENTOR DAMPERS,VALVES,TRAPS,CLEANOUTS,MOTORS,CONTROLLERS, DEFICIENCIES,ETC.SHALL BE REPLACED AND REPAIRED AT 6.PROVIDE PRESSURE REGULATING VALVES AT ALL SPRINKLER FLOOR DISCONNECTS,DRAIN PANS,ETC.IF EQUIPMENT IS CONCEALED,PROVIDE 3.CONTRACTOR IS PROHIBITED FROM USING LEAD-BASED SOLDER AND ALL NO ADDITIONAL COST. CONTROL ASSEMBLIES AVD FIRE DEPARTMENT HOSE CONNECTIONS WHERE -0 PIPE TURNING UP ACCESS DOORS TO MAINTAIN ACCESSIBILTY.MINOR DEVIATIONS FROM THE MATERIALS,EQUIPMENT AND OTHEF PLUMBING ITEMS SHALL COMPLY WITH PRESSURES EXCEED 175 PSIG,IN COMPLIANCE WITH CODE REQUIREMENTS. CONTRACT DOCUMENTS MAY BE MADE TO ALLOW FOR BETTER THE APPLICABLE LEAD FREE LAWS. 16.STERILIZE DOMESTIC WATER PIPING SYSTEM IN COMPLIANCE WITH STATE PRESSURE REDUCING TYPE VALVES SHALL ONLY BE PERMITTED WHERE SOLELY 9 PIPE TURNING DOWN ACCESSIBILITY,AND ANY CHANGE FOR THAT PURPOSE SHALL BE AT NO AND LOCAL CODES,AND SPECIFICATIONS. REQUIRED BY THE AUTHORITY HAVING JURISDICTION.CONTRACTOR SHALL ADDITIONAL COST.LAYOUT AND LOCATION OF ALL 4.DOMESTIC WATER PIPING SHALL BE OF THE FOLLOWING TYPES AND IN FIELD PRESSURE TEST(STATIC,AT MAXIMUM WORKING PRESSURE) SYSTEM EQUIPMENT,PIPING,ETC...REQUIRING ACCESS FOR COMPLIANCE WITH AUTHORITIES HAVING JURISDICTION. 17.NOT USED. AND DETERMINE REQUIRED LOCATIONS FOR PRESSURE REGULATING VALVES. OPERATIONS,MAINTENANCE,OR INSPECTION SHALL BE LOCATED OUTSIDE A.BELOW GROUND PIPING TO BE ONE OF THE FOLLOWING: INDICATING VALVE WITH TAMPER SWITCH STORAGE UNITS AND IN COMMON AREAS SO THEY CAN BE ACCESSED 1) 2"AND SMALLER,TYPE-K SOFT ROi LED,SEAMLESS COPPER TUBE ASTM B88. 18.THE CONTRACTOR(S)SHALL BE THOROUGHLY FAMILIAR WITH THE 7.FIRE PROTECTION SYSIEM PIPING,EQUIPMENT,AND COMPONENTS SHALL WITHOUT ENTRY INTO A RENTED STORAGE UNIT.BE ADVISED THAT ONCE A 3"TO 12"DUCTILE IRON AWWA C151 WITH CEMENT MORTAR LINING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND SHALL BE APPROVED FOR THE SERVICE INDICATED BY UNDERWRITERS' ., FLOW SWITCH STORAGE UNIT IS RENTED,IT CANNOT BE ACCESSED FOR THESE PURPOSES. PRESSURE CLASS 350 WITH MECHANICAL JOINT AND/OR SLIP-JOINT TYPE COORDINATE ALL WORK WITH THE WORK OF ALL OTHER TRADES PRIOR TO LABORATORIES,FACTORY MUTUAL SYSTEM AND THE AUTHORITY HAVING RUBBER GASKET AWWA C111. THE INSTALLATION,FABRICATION,REMOVAL,OR RELOCATION OF ANY JURISDICTION. 5.CONTRACT DOCUMENTS (SPECIFICATIONS AND DRAWINGS),I.E., 2) WIRSBO AQUAPEX OR UPONOR,ASTM F876 AND ASTM F877 CROSS WORK.CONTRACTOR SHALL FIELD VERIFY EXISTING INVERTS AND _ _ DOULBE CHECK VALVE WITH TAMPER SWITCHES ARCHITECTURAL,STRUCTURAL,MECHANICAL,PLUMBING,FIRE PROTECTION LINKED POLYETHYLENE PEX-A METHOD;ASTM F1960 PORPEX EXPANSION CONNECTIONS PRIOR TO CONSTRUCTION.REPORT ANY CONFLICTS TO THE 8.FIRE PROTECTION PIPING SHALL BE OF THE FOLLOWING TYPES;U.L.LISTED, AND ALARM CHECK VALVE WITH FLOW SWITCH AND ELECTRICAL ARE COMPLIMENTARY AND SHALL BE USED FITTING AND RING. ARCHITECT IMMEDIATELY AND DO NOT PROCEED UNTIL CLARIFICATION HAS F.M.APPROVED,AND INCOMPLIANCE WITH NFPA,AND AUTHORITIES IN COMBINATION TO OBTAIN COMPLETE CONSTRUCTION INFORMATION B.ABOVE GROUND PIPING TO BE ONE OF THE FOLLOWING: BEEN PROVIDED. HAVING JURISDICTION. AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY 3)TYPE-L HARD DRAWN COPPER TUBE ASTM B88-93a.FITTINGS ANSI/ASME A.BELOW GROUND PIPING:DUCTILE IRON AWWA C151 WITH CEMENT STANDARD FIRE DEPARTMENT HOSE VALVE WITH CAP AND CHAIN ALL. B16.23,CAST BRASS,OR ANSI/ASME 316.29,WROUGHT COPPER.JOINTS 19.THE TRIANGULAR BEARING PLANE OF STRUCTURAL FOUNDATIONS SHALL MORTAR LINING PRESSU E CLASS 350 WITH MECHANICAL JOINT AND/OR ANSI/ASTM B32,SOLDER,GRADE 95TA,CONTAINING NO LEAD.SOLDERING NOT BE DISTURBED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE SLIP-JOINT TYPE RUBBER GASKET AWWA C111. GL CENTER LINE 6.CONFLICTS,WHICH MAY PREVENT THE COMPLETION OF WORK AS PASTE SHALL COMPLY WITH ASTM B813-93. ARCHITECT,STRUCTURAL ENGINEER,AND ENGINER OF RECORD.PROPER B.ABOVE GROUND PIPING:SCHEDULE 10 BLACK STEEL ASTM A53 OR A135 4) 1-1/2"AND SMALLER,CPVC,SCHEDULE 80 PIPE;THREADED SLEEVING AND UNDERPINNING METHODS SHALL BE USED TO PROTECT WITH CUT-GROOVE MECHANICAL JOINTS.PIPING SHALL HAVE A THREADED INTENDED,SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION.THE FITTINGS/JOINTS OR SOCKET FITTING:,WITH SOLVENT-CEMENTED JOINTS. FOUNDATION COMPONENTS AND PLUMBING WORK. CORROSION RESISTANCE RATIO EQUTAL TO 1.00(CPR=1.00) ® POINT OF CONNECTION - NEW TO EXISTING CONTRACTOR SHALL NOT PROCEED WITH ANY RELATED WORK UNTIL ALL 5) 1-1/2"AND SMALLER,WIRSBO AG'JAPEX OR UPONOR,ASTM F876 AND CONFLICTS ARE RESOLVED AND THE CLARIFYING INFORMATION IS ISSUED TO ASTM F877 CROSS LINKED POLYETHYLENE PEX-A METHOD;ASTM F1960 20.ALL DOMESTIC WATER PIPING SYSTEM SHALL BE LEAD FREE,SUCH AS 9.ALL FIRE EQUIPMENT TIiREADS SHALL CONFORM TO LOCAL FIRE ® FLOOR DRAIN (FD) THE CONTRACTOR BY THE ARCHITECT. PORPEX EXPANSION FITTING AND RING. JOINT MATERIAL,VALVES ETC.ALL DOMESTIC WATER PIPING SYSTEM SHALL DEPARTMENT STANDARCS. 7.ENGINEER'S CONSTRUCTION PHASE SERVICES ARE INTENDED TO BENEFIT COMPLY WITH NSF 61 AND NSF/ANSI 372,"DRINKING WATER SYSTEM O CONDENSATE DRAIN (CD) THE CLIENT ONLY.SERVICES RENDERED BY ENGINEER DO NOT RELIEVE 5.SANITARY,STORM,AND VENT PIPING SHALL BE OF THE FOLLOWING TYPES COMPONENTS-HEALTH EFFECTS;SECTIONS 1 THROUGH 9,"FOR POTABLE 10.COORDINATE SPRINKLER ZONES WITH FIRE ALARM ZONES.ONE CONTRACTOR FROM OBLIGATIONS UNDER THE CONTRACT CONSTRUCTION AND IN COMPLIANCE WITH AUTHORITIES HAVING JURISDICTION. DOMESTIC WATER PIPING AND COMPONENTS.PROVIDE IDENTIFICATION ON SPRINKLER SYSTEM ZONESHALL NOT EXCEED TWO FIRE ALARM ZONES. C FLOOR CLEAN OUT DOCUMENTS.ENGINEER DOES NOT HAVE THE AUTHORITY TO AUTHORIZE A.BELOW GROUND PIPING: ALL DOMESTIC WATER PIPING PER CODE AND INDUSTRY STANDARD. 1 SERVICE WEIGHT CAST IRON ASTM A74-82 HUB AND SPIGOT CISPI HSN 11.ALL FLOOR CONTROL ASSEMBLIES LOCATED ABOVE FINISHED CEILING ADDITIONAL COSTS OR SUPERVISE,DIRECTOR CONTROL CONTRACTOR, ) : A/C AIR CONDITIONER AND IS NOT RESPONSIBLE FOR MEANS,METHODS,TECHNIQUES, COMPRSSION TYPE JOINTS AND AS.M C564 NEOPRENE GASKETS. SHALL BE ACCESSIBLE AND HAVE A NOTIFICATION MARKING TAG,AS SEQUENCES,QUALTTY CONTROL 2) POLYVINYL CHLORIDE(PVC-DVVI") PIPE AND FITTINGS ASTM D2665-88 REQUIRED BY THE AUTHCRITY HAVING JURISDICTION,FOR INSPECTION A/D ACCESS DOOR OR PROCEDURES OF CONSTRUCTION OR FOR SAFETY PROGRAMS OR WITH SOLVENT WELD ASTM D2855-&3 JOINTS. VERIFICATION. B.ABOVE GROUND PIPING: AD � AREA DRAIN PRECAUTIONS DURING CONSTRUCTION.NOR IS ENGINEER RESPONSIBLE FOR 1) SERVICE WEIGHT CAST IRON ASTM A74-82 HUB AND SPIGOT CISPI-HSN 12.ALL ELECTRICAL EQUIPMENT ROOMS AND TELEPHONE ROOMS SHALL BE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH COMPRESSION TYPE JOINTS AND ASTM C564 NEOPRENE GASKETS. SPRINKLED. THE CONTRACT CONSTRUCTION DOCUMENTS OR APPLICABLE LAWS OR BFP BACK FLOW PREVENTER CODES. 2)SERVICE WEIGHT CAST IRON ASTP,i A888 HUBLESS CISPI 301-90 WITH 13.ELEVATOR MACHINE ROOMS,TOP AND BOTTOM OF ELEVATOR SHAFTS NEOPRENE GASKETS AND STAINLESS STEEL CLAMP-AND-SHIELD ASSEMBLIES. SHALL BE SPRINKLED IN ACCORDANCE WITH NFPA-13,ANSI 17.1,AND BWV BACK WATER VALVE 8.ENGINEER WILL CONSIDER CONTRACTOR SUBSTITUTIONS I�THEY ARE LOCAL REGULATIONS.Tf'E FOLLOWING ITEMS MAY BE REQUIRED FOR 3)SOLID-WALL PVC PIPE;ASTM D�i.55 NOTE:IF PVC PIPING IS USED,IT CLEARLY DELINEATED AS SUCH PRIOR TO SUBMISSION AN OR INSTALLATION. ENGINEER CANNOT BE RESPONSIBLE FOR IDENTIFYING ALL SUBSTITUTIONS OR SHOULD BE APPROVED BY THE BUILDING OWNER,INSTALLED IN LOCAL. CD „ CONDENSATE DRAIN DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS,UNLESS SPECIFICALLY ACCORDANCE WITH THE CURREr!'3UILDING CODE,AND NOT INSTALLED IN NOTED AS SUCH IN WRITING. AIR-HANDLING PLENUMS. CO CLEAN OUT Lo 9.THE INTENT OF THESE DOCUMENTS IS TO CALL FOR FINISHED WORK,FULLY 6.NOT USED. DFU DRAINAGE FIXTURE UNIT �ADJUSTED,TESTED,AND READY FOR OPERATION.THE 7.GRAVITY DRAINAGE PIPING(SAI,,ITARY,STORM,CONDENSATE)SHALL BE WORD"PROVIDE'OR"PERFORM"SHALL MEAN THE CONTRACTOR INSTALLED AT A MINIMUM SLOPE,UNLESS OTHERWISE NOTED,OF: SHALL"FURNISH AND INSTALL COMPLETE AND READY FOR USE';THE WORD E EXISTING TO REMAIN "PIPING"SHALL INCLUDE ALL PIPE,FITTINGS,VALVES,DEVICES,AND B. 1 4" (1 %) FOR PIPES SMALLER AND LARGER. z ACCESSORIES. B. 1/4"(2%) FOR PIPES SMALLER THAN 3-INCHES. (ER) EXISTING RELOCATED z 10.THE PLUMBING/FIRE PROTECTION DRAWINGS ARE DIAGRAMMATIC AND60 AND DOMESTIC WATER PIPING,HORIZONTAL STORM PIPING ABOVE CEILINGS, PD PLANTER DRAIN ( 1 DO NOT INDICATE EVERY COMPONENT AND/OR ACCESSORY REQUIRED AND STORM/SANITARY P-TRAPS SUBJECT TO FREEZING SHALL BE INSULATED � O V) FOR A COMPLETE INSTALLATION COORDINATED WITH ALL OTHER WORK WITH 1-1/2"THICK GLASS FIBER INSULATION WITH A FLAME RETARDING AND EWC ELECTRIC WATER COOLER J = _�z REQUIRED FIRE RESISTIVE,ALL SERVICE,VAPOR BARRIER JACKET.PIPING SUBJECT TO BY THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL PROVIDE FREEZING SHALL BE ELECTRIC HEAT TRACED U 0 FD FLOOR DR NECESSARY AND REQUIRED COMPONENTS AND ACCESSORIES TO ENSURE DRAIN O THAT THE ENTIRE SYSTEM IS FUNCTIONING IN COMPLIANCE WITH APPLICABLE 9.PROVIDE ONE(1)TRAP PRIMER VALVE FOR EACH FLOOR DRAIN WITHOUT FDC FIRE DEPARTMENT CONNECTION CODES,ACCEPTED INDUSTRY STANDARDS,AND MANUFACTURER'S A DAILY SOURCE TO MAINTAIN TRAP SEAL.TRAP PRIMER VALVE SHALL BE INSTALLATION REQUIREMENTS/RECOMMENDATIONS UPON COMPLETION OF ACCESSIBLE AND CONNECTED TO THE NEAREST 3/4"OR LARGER COLD Mill WATER FIXTURE BRANCH. FF FINISHED FLOOR O THE WORK. 11.CUTTING,DRILLING AND PATCHING OF WALLS,FLOORS,AND/OR 10.PROVIDE REDUCE PRESSURE DETECTOR BACKFLOW PREVENTER FFCO FINISHED FLOOR CLEAN OUT i STRUCTURAL MEMBERS FOR THE INSTALLATION OF THE PLUMBING AND FIRE ASSEMBLY(ASSE1015),COMPLETE WITH MANUFACTURERS U.L.LISTED OS&Y PROTECTION SYSTEMS SHALL BE PROVIDED.STRUCTURAL COMPONENTS VALVES,FOR FIRE SERVICE.REDUCE PRESSURE DETECTOR BACKFLOW SHALL NOT BE CUT, DRILLED,CHIPPED,OR MODIFIED WITHOUT THE PRIOR ASSEMBLY SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION FPHB - FROST PROOF HOSE BIB U 0 (APPROXIMATELY 4'-0"A.F.F.).DO NOT INSTALL ABOVE FINISHED CEILINGS. = E REVIEW AND WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. FWCO FINISHED WALL CLEAN OUT 12.THROUGH-PENETRATIONS OF RATED FIRE RESISTANT ASSEMBLIES/BARRIERS i U O SHALL BE IN COMPLIANCE WITH N.F.P.A. 101 (AND 90A),F.M.APPROVED, BV BALANCE VALVE Lr) ::) AND U.L.LISTED.FIRE SAFE ANNULAR SPACE BETWEEN NON-COMBUSTIBLE z HB HOSE BIB PENETRATING ITEM(PIPE) AND NON-COMBUSTIBLE SLEEVE WITH F.M. APPROVED AND U.L.LISTED FIRE RATED MATERIAL WITH A RATING EQUAL TO THE BARRIER PENETRATED.THROUGH-PENETRATIONS AND FIRE SAFING OF L LAVATORY FIRE RATED FLOORS AND WALLS SHALL BE IN COMPLIANCE WITH THE U.L.FIRE MH MANHOLE RESISTANCE DIRECTORY(LATEST ADOPTED EDITION) AND AS REQUIRED BY THE AUTHORITY HAVING OSD OPEN SITE DRAIN JURISDICTION. PSTM PRIMARY STORM DRAIN H = HORIZONTAL OR V = VERTICAL 13.PIPE HANGERS AND SUPPORTS SHALL BE PROVIDED IN ACCORDANCE ( ) WITH INDUSTRY STANDARDS AND CODE REQUIREMENTS.FIRE PROTECTION PIPING SUPPORTS AND HANGERS SHALL BE IN COMPLIANCE WITH NFPA.PIPE (R) REMOVE HANGERS AND SUPPORTS FOR COPPER PIPING SHALL BE B-LINE SYSTEMS, INC."DURA-COPPER"COPPER COATED EPDXY PAINTED PIPE HANGERS AND RTU ROOF TOP UNIT SUPPORTS WITH ZINC PLATED HARDWARE.COPPER PLATED,OR COPPER PLANNING-ARCHITECTURE SH SHOWER CLAD,PIPE HANGERS AND SUPPORTS ARE NOT ACCEPTABLE,AND ARE NOT *PROPERTY VISIONING EQUAL. PRV PRESSURE REDUCING VALVE MV MIXING VALVE 800 W. Broad St.Suite 400 Falls Church, Virginia 22046 U R URINAL 703-356-6771 fax:356-7010 SK SINK SS SERVICE SINK ' �P,�EOF�`1lrLyY SSTM SECONDARY STORM DRAIN (H = HORIZONTAL OR V = VERTICAL) .r 5STORM �NB•Cq - PLUMBING SHEET LIST TDM TREENCHDRAIN DRAIN * Y_ Sheet Number Sheet Title VB VACUUM BREAKER ' - Y P-001 PLUMBING COVER SHEET VTR VENT THRU ROOF P-101 PLUMBING FIRST FLOOR PLAN WC WATER CLOSET •�i FEss�o�'P� P-102 PLUMBING SECOND FLOOR PLAN WH WATER HEATER ► r� P-103 PLUMBING ROOF PLAN WSTK WATER STORAGE TANK ©bwdarchitects2021 - .. 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PERMIT SET 12-21-21 2ND ROOF j I L3"V'TR I 1 1/2" 1^ �3/4" _ - HW 1 �'"� - CW 1 1/2"DOM W BFP I ASSE1015 - - - - I i DOUBLE CHECK 3/4" - 2ND 2" 3" i i � , 3/4 1 ' l r INSIDE DOM METER I r----T-------r------ LWH i I I I 3/4" 3/4" I 3/4" I 2" T--1-1/2" T-2" I � I 3/4 I 1 I I 1 � � 1/2 1 DF I DF L I L I M i � I i 1/2" 1/2,,, 1/2" 1/2" Lif:71/2" I-2" ._2" ---I' FPHB FPHB L L 1ST MS I WC I WC CO MS DF DF W/MV WC W/MV WC 1 4" ; ,-4„ 4"ASSE 1070 ASSE 1070 SAN 1 1/2"DOM W 4"` ' FROM 6"COMBINES FP+DOM 3" WATER SEE FP RISER `173" 3" 4" 4 PLUMBING WATER SUPPLY RISER ('__3 PLUMBING SANITARY RISER P-400 Scale: - P-400 Scale: - co 011 co ��0 J � � U L �U � � 3 �. 0 7 if L i N � _ I { 0 � 0 I � +- o _v 4"TO FPHB L U O 0 � � 1 1/2"TO JAN _ -- - z CLOSET— _ � L W/MV 3"VUP — CW M_.. ....,,... _ ASS AR WC �7 - - - I - - CW - - - HWLl - - -►-- - - SPRINKLER MAINS ( CW DF j Q S— FP H7� � -- FPHB � `'I......._ FDC __..__.._.....__... ._._..__... `"" FDC ' l; At 4 DF �I l 0 �� 1 1/2"DOM W BFP IN VERTICAL L_------ ---- V _-- --1'1L—_J y PLANNING ARCHITECTURE —_—.� ASSE 1015 DCVA W/MV WC •PROPERTY VISIONING ✓g; TO DRY ZONE I I ASSE 1070 800 W. Broad St.Suite 400 J �- !`. L CO Falls Church,Virginia 22046 — .................... SAN .-------------+------- ------ SAN -=-O•------------- Li i � 703-356-6771fax:356-7010 L-6"UGW COMBINED DOM+FP Ne METER INSIDE 1 1 4'SAN OF "FPW BFP HORIZONTAL ? ' ASSE 1048 DCDA COCC P�N gtiY r 11J ► � tit j ► C ► A 07125E Q,� ► 9�FESS_14 ••• O bw ar`kite''021 2 SPRINKLER ROOM PLAN 1 RESTROOM PLAN PLUMBING ENLARGED P-400 Scale: 1/4" = 1 '-0" P-400 Scale: 1/4" = 1 '-0" PLANS P-400 0 1' 2' 4' 6' 9' SUMMIT mmit PH2019QQ$ 9 ENGINEERS, INC 5 OF 8 _ Mechanical Electrical Consultants - SCALE: 1/4"= 1-0 ' 5307 Lee Hwy Adington,1A 2zzo7 GRAPHIC SCALE '' - 7035335593summitengineers.com ram•--,..._ .__., :..�.. 1. PERMIT SET 12-21-21 CD CD CD CD 3 4 2 1 ROOF HP 1(26) 1" HP-1(2C) 1" HP-1 1" HP 1(2A) 1" 2ND ESP DISCHARGE TO DAYLITE WI SPLASH BLOCK AT 2" 2" CO GRADE 2" 2" � 2" I � � 1„ CO 1„ CO 1„ CO HP-1(1B) HP-1(1C) Oo Oo O CONDENSATE CONDENSATE CONDENSATE L2"ESP DRAIN DISCHARGE DRAIN DISCHARGE DRAIN DISCHARGE FM TO DS TO IDS TO DAYLITE W/ SEE BLDG PLANS SEE BLDG PLANS SPLASH BLOCK AT 1ST GRADE ESP NOTE: ❑ @CONDENSATE PUMP SEE MECH. 0 ELEVATOR PIT - emm� (�_3 PLUMBING CONDENSATE RISER P-500 ' Scale: - ■■1� LO ch Z 4"DOWN SPOUT 1470 SF U TO DRY WELL ROOF SEE CIVIL&ARCH(TYP OF 20) U ROOF 1 2 ..�® — D Z L j 0 E uO E U ] FHV ] FHV O � U o 6"TO SPRINKLER STAND PIPES 01 —i z L 2ND 4" 4" 2ND FDC 6„ f FDC W/ 2"TO DOM :;.; ... AUTO DRIP SEE P-400 � FLEXIBLE A 2 —] FHV 2„� —] FHV PLANNING-ARCHITECTURE / TRANSITION -PROPERTY VISIONING ADAPTOR Hi CO } 800 W. Broad St.Suite 400 1ST ;/ Falls Church, Virginia 22046 1ST / 703-356-6771 fax:356-7010 6"FP BFP DRY PIPE VALE(S)ZONE DISCHARGE DRAIN TO DISCHARGE DRAIN TO l ASSE 1048 VALVES AND CONTROLS SPLASH BLOCK AT DAY SPLASH BLOCK AT DAY ^"UG STM DETECTOR DCV AS NEEDED FOR LIGHT LIGHT P�0 OF WW WATTS DCDA 757 SPRINKLE ABOVE GRADE ABOVE GRADE y.1 8 6"UG W UNCONDITIONED SPACE TYP. TYP. .� COMBINED FP+DOM r W r La C .► F4p OTt25� �? �� b Ai t!2021 2 PLUMBING STORM RISER 1 PLUMBING FIRE PROTECTION RISER N PLUMBING P-soo RISERS Scale: - P-soo Scale: - P-500 SUMMIT ENGINEERS, INC 6 OF 8 Mechanical Electrical Consultants E 5307 Lee HyArlington,VA 22207 !703 533 5593 summitengineers.com y;; Wti, fix. 1. PERMIT SET 12-21-21 71 `�.. ". ® . . WATER HEATER SCHEDULE TAG FUELTYPE LOCATION INPUT GPH RECOVERY STORAGE(GAL)JVENTTYPEJ BASIS OF DESIGN REMARKS WH-O ELECTRIC I JAN CL 1 4.5 KW, 208 V, 1 PH 21 @ 90 DEG F RISE 30 NONE I A.O.SMITH DEL-30 EXPANSION TANK-AMTROL MODEL ST-12-C(4.7 GAL) PLUMBING EQUIPMENT SCHEDULE TAG DESCRIPTION SPECIFICATIONS ESP =LEVATOR SUMP PUMP SIMPLEX,SUBMERSIBLE PUMP. PROVIDE CONTROL PANEL WITH AUDIO AND VISUAL ALARMS WITH LEADS FOR REMOTE ALARM MONITORING. PROVIDE CHECK VALVE AND GATE VALVE ON EACH PUMP'S DISCHARGE PIPE. PROVIDE FORMED BASIN IN PIT.STANCOR MODEL SV-200 PUMP AND CONTROLSYSTEM,50 GPM @ 30 FT HEAD 208V, 3PH, 2HP. PLUMBING FIXTURE SCHEDULE TAG FIXTURE TYPE MFR MODEL DESCRIPTION WC WATER CLOSET AMERICAN STANDARD CADET#3 FLOOR MOUNTED TANK TYPE,ADA,WHITE, RIGHT HEIGHT (PUBLIC) M#2579016 ELONGATED TOILET, 1.6 GPF,OPEN FRONT. PROVIDE SUPPLY AND STOP VALVE SOLID PLASTIC,WHITE SEAT AND COVER. PROVIDE SUPPLY AND STOP VALVE L LAVATORY AMERICAN STANDARD LUCERNE ADA COMPLIANT,WALL HUNG,VITREOUS CHINA,WITH FRONT OVERFLOW, (PUBLIC) M#0355.012 AND WALL HANGER. FAUCET AMERICAN STANDARD RELIANT3 0.5 GPM AERATOR 7385.003 4" CENTERSET, CHROME PLATED, RESTRICTED AERATOR PROVIDE SUPPLIES, STOPS, DRAIN OFF-SETTAILPIECE, P-TRAP,ADA INSUL. MS MOP SINK FIAT MSB-2424 24"X24"X10"SERVICE SINK, MOLDED COMPOSITION STONE OR TERRAllO FAUCET FIAT 830-AA SERVICE SINK FAUCET, BUCKET SPOUT,WALL SUPPORT, PROVIDE HOSE, MOP HANGER,AND BUMPERGUARDS,WALL GUARDS MSG2424 W/(2)SS PANEL+CORN ER BRACKET. (� BUMPERGUARD MODEL#R-88-AA; MOP HANGER BRACKET MODEL#889-CC(22 GAUGE#304 SS) HOSE AND BRACKET MODEL#832-AA,AN D STRAINER#1453 DF DRINKING FOUNTAIN ELKAY EZ(S)TL(VR)8SC ADA, NO LEAD,TWO-LEVEL DRINKING FOUNTAIN PUSHBAR ACTIVATED WALL MOUNT, STAINLESS STEEL BASIN W/INTEGRATED DRAIN. LIGHT GRAY GRANITE-COLOR. PROVIDE: FILTER MODEL EF2(ELKAY) OR EQUAL,SHUT-OFF-VALVE,TRAP. MV MIXINGVALVE WATTS WATTS 1/2"CONNECTION ATASSE1070- PUBLIC LAV Lo LFU56-B c FPHB FROST PROOF HOSE BIB WOODFORD 865 RECESSED MODE WITH LOCK AND KEY NON FREEZE ANTI-SIPHON — r— AD AREA DRAIN ZURN Z-520 CAST IRON 9" BOTTOM OUTLET BACKWATER VALVE z N � U J _ V PLUMBING FIXTURE CONNECTION SCHEDULE TAG DESCRIPTION CW SUPPLY HW SUPPLY WASTE VENT I REMARKS 0 z WC WATER CLOSET-FLUSH TANK COMMON 3/4" - 4" 2" 1.6 GPF -'— V) N LAV LAVATORY(PUBLIC) 1/2" 1/2" 1-1/2" 1-1/2" 0.5 GPM; PROVIDE MV AT EA. V i DF DRINKING FOUNTAIN 1/2" - 1-1/2" 1-1/2" BI-LEVEL DRINKING FOUNTAIN 0 O O MS MOP SINK 3/4" 3/4" 3" 2" W/BUMPERGUARDS, MOP HANGER AND ACCESSORIES I L U HB/FPHB HOSE BIB 3/4" - - - IVACUUM BREAKER ON FPHB -� O - F I FLOOR DRAIN - - SEE DWGS 2" WITH TRAP PRIMER 0 U O Z '0 cn PLANNING-ARCHITECTURE -PROPERTY VISIONING 800 W. Broad St.Suite 400 Falls Church, Virginia 22046 f 703-356-6771 fax:356-7010 r Cr. 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PERMIT SET 12-21-21 0 V, ) L SECURE AND SUPPORT �- IN AN APPROVED MANNER WALL JUNCTION BOX d POWER SUPPLY THERMOMEMR Z VACUUM RELIEF VALVE ANSI Z2122 0 6 THERMAL EXPANSION TANK OS R Y VALVE I 1 0 SHUT OFF VALVE AMPER SWITCH O V) NECK VALVE J COLD WATER SUPPLY ZOELLER OIL SMART SWITCH W SWITCH O HOT WATER AND ALARM PANEL VrnJ i— DELECTRICUNKIN V/ POWER CORD AND MOLDED _ GROUND PLUG O TO SPRINKLERS t.J L O O Q Z I UXIUARY TEMPERATUREAND 0 DRAIN VALVE /1W` PRESSURE RELIEF ' -H• WATER DISCHARGE PIPING-ASME A112.41 VALVE SUBMIT TBP NSPECTOR�S `J RANGE SUITABLE FOR TEST VALVE L HEATER EACHAPPLK:ATION /2- ORIFICE O W FULL SIZE RELIEF ANSI Z212'2,ANSI Z21.10.1,UL 174 SIGHTS O PIPE,SPILLINTODRAIN PAN JUNCTKH&CONTROL BOX 1' UNION ' DRAIN PIPE VIA AIR GAP DRAIN VALVE ASSE 10M 1 1/4- COMMON EXPRESS DRAIN ISOLATION VALVE R UNIO STANDPIPEEz I•DRAIN 2 1/2- PIPE "f'— O C TO MOP SINK BELOW L— U O ACCESS CO PUMP 2 1/2- FIRE DEPT. HOSE VALVE �4-- DISCHARGE O Lf� WATER HEATER PLATFORM TO BE �TO STORM OR DAYLTTE. Z RIP PAN CONSTRUCTED OUT OF NOtJCOMBUSTIBLE MIN 15'DEEP MATERIALS GALVANIZED STEEL PAN, SLEEK MIN THICKNESS OF 24 GAGE, CHECK VALVE OR OTHER PANS APPROVED ELEVATOR PR 2 1/2' X 1 1/2' REDUCER I I 1 1/2'CAP _ S' — 0' PANLUGS RISERISER CLAMP LAMP - " UNION FPIPE SLEEVE: PACK SPACES BETWEEN SLEEVES AND HIGH LEVEL FLOATJ•• PIPES WITH FIREPROOF MATERIAL TO MAKE AIR TIGHT. - MOP SINK PUMP FLOAT PUMP SENSOR PROBE NOTE FORMED BASIN. , WATER HEATER TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTION AND MUST CONFORM TO THE . MINUMUM SIZE REQUIREMENTS OF THE CODE AND THE PROVISIONS OF THE INTERNATIONAL CODE COUNCIL ELECTRICAL CODE ADMINISTRATIVE -� 24"x24�x24- PLANNING•ARCHITECTU RE PROVISIONS LISTED IN CHAPTER 13. •.• % •• VISIONING�• •PROPERTY V V WATER HEATER- DETAIL- WH ELEVATOR SUMP PUMP DETAIL SPRINKLER/STAND PIPE DETAIL 800 W. Broad St.Suite 400 SCALE: NONE 2 SCALE: NONE 3 SCALE: NONE Falls Church, Virginia 22046 703-356-6771 fax:356-7010 t . y &P,SCF NEw Y e Cc W i ROFESSIONP © s�2021 PLUMBING DETAILS P-701 SUMMIT TDmit PEI 2019008.39 ENGINEERS, INC OF H Mechanical Electrical Consultants 5307 Lee Hwy Arlington,VA 22207 [77F - • , � Y: ^;tri:#��,.` .. 703 533 1593 summdengineers com {, I ISSUE DATES ► 12/21/21 PERMIT SET REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION - TABLE 1705.3 LEVEL B (QUALITY ASSURANCE OF {MASONRY CONSTRUCTION - TMS 602-IIIA 1530, 1411ASCE 6-11 TABLE 4 WEREkCED FREQUENCY(s) REFEREtNCE FOR CRITERIA. VEMFICA-M2I/V4:1)IMPC071 NN GGNTRIUW5 PERWG STAN€}ARO(a) 113G REFERENCE _-._..,.,... __. _....- -_- -- IN5pECTI4NTAStC CONTINUOUS PERFODIC T VS MAC I WDASCE 5 Tk15GOVACE530.1XA5GE6 1. INSPECTK)UOF REIN FORCING-51EETINGLUDING,PRE:STRESS114G - x AGI318:3.5,7_1•T_7 19114 TEN DON S.AHDPEACEM1:11 --- ------ 1. VERIFY CUillPLEMCEWMiAP-PROVAE03UY.IfFrALS 1C Ar 1.5 2. 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SPECIFIED BY 1IHE RrGdSY1'_ to nESIGN PR(}FI s=UAL AND MALL RE A F MCN±D BY THE BLIEI.QENG OFFICIAL PRIOR TOTIIE COMMENCEMENT OF THE WOR IC b-RMUIRED FOR TH E FIRST 6,�SOUARE FEET OFAAC FAMOI`N RY. j pET42{YUAL:S F-R AGE SHALL AND L113FI APPR NEL D T HE ©H?I+T T6I ESE S PECU'v c•REQ UIftE U AFTE R.THE FIRST 5,C�1}'J SQUARE FIEF OF AWE",Fti1kSONRY, I�lSF ECTtDhL S ERiJIGE3 S HAL1_8£ARF ROVEf}DY THE UYYi'fl=lt,THE AIRCti R`ECT AND TFE ENGPiEEIROFREC:ORDF+ROR 0 START OFGONSTRVCT*N,AN INSPECTION TASKS PRIOR TO ELDING - TABLE N5.4-9 N�IQT1�A ENC iS TO BE SUBMITTED PR;0R TO--,T RT0FPE OFSERVr-ES TO BE P9111FORMED HE INSPECTION TASKS PRIOR TO BOLTING - TABLE N5.6-1 CONSTRUC-W11. INSPECTION TASKS PRIOR TC}V1tEl`#}INO QC QA INSPECTION TASKS AFTER. BOLTING •' TABLE N5.6-3 coop,o o�EAQI'f 0EN Y�+lLT}i$iC�14.k9M1YI: STATE BUILDING C}}SC3' TOF YIELD[NG P'RODE D1U RE SPECIE=KATM S(VV Ss}AVAILASUE p �, itiSPE GiIO H TASKS PRIOR TO BQLThNG 00 CL4 CL?LU3,'ItJtA$UiLD1116 CODE,PEftE0[?IC A1'tQIEaR C4NTIHTIUU5 INSPE(�f1OhIS{�H ----~ 10SPECTION TASKS AFTER BOLTING QC 1 THE STRMTICN•1 PROGRESS SttAL!_BE MAID AN[HIDEPENOENT %%NUFAtCTURIER CERT�'1 ATIc} S FOR MLDIHG CONS UWAKES P p MANUFACTURER'S CERTI ST1 S AVAIIIAU�LE FOR FMTENER MATER D P � n APpRC}VE(3AGE14GYEN ACCt3ItMNCE WMi TILE FQLLOWNG REQL)IREMENTS; � MATERIAL It EIITIFICTtON(EYpF1GRADE) O O FASTENERS MARKED IN ACCOROAXCE WITH ASTKI REQUIREMENTS 0 L7 � �- MCUMENT t=EPTAN0E OR REJECTION Or 11OI TED CONNECTIONS P P STEEL C01,13TRUCWlf 3E y- CT101417452 __ CMICREIE CONiSTRLI1=4 TAOLE 1705-3 � WELDER ICE Ill. rIfICA73>DN SYS;EJtiI. -~ C} CF PROPER FASTENERS Z EIECTED FOR THE JOINT OETA IL(GRADE,TYPE, •��M�^ Q-QM ERVF THF-,S={ CM8 U4 A WID7(M BASIS,O'FE RATt�t�us mgo t,10'f BE DELAYE0 PENDrNG THES E R-ISPECTIC IS.- ?MSONRY CONSTRUCT10+N SEGM141705-4 � z _ BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM TtI E SN EA R sD1LS TABLE 17i3s.s O FDT,UP GROOVE VVE LDS(INCLUDENCs Jtl tg GEOMETRY) KANE) Q O P-PERFORM THESE TASM FR EACH BOLTED{`O NNE4WIC NI, E N JOINT PREPAtRAT10•?a p ■ DIMENSM)NS{AUGtaPdERT,RQOrOP£NI N-0,ROOT FACE,BWEL) PROPER BOLTING FROCEI}URE SELECTED FOR JOINT DETAFL 0 a O C- • CLE&MILINES'S(0ONE?IN'IO?NQFSTEELSURFACES) O C _ _ .___._. _w... _ _. ...._ (DU • TACrjN-GCT'A1CK WELD QUALM&LOCAMNI CONNECTING ELEMENT'S,INCLUDIPfGTVIFAPPROIPRLA7E FAYING 6AGMh'G TYPE Ali D FIr(IF AtPP1L1CAaLI=) *SURFACE 0I3NOff M All D POLE PREPARATION.IF SP ECIrIED,V EFT O O U-) U .......................................-- -._..__..........._._......... APPL1011ABLE RE QUIREMEtiTS COP4F1GVRATK}t1ANDRNISHUFACCI=SS#idLE$ Cr PRE-W$TALL1tMNVER]nCAT3QNTESTINIG13YINSTALLATION INSPECTION N OF STEEL ELEMENTS { F COMPOSITE CONSTRUCTION - PRIOR TO CONCRETE PLACEMENT - TAW..� N6. IFDT-UP G�- LL E C I #= . ASSEMBLES AND ME*THOM USED {ItAtEI�{s'TNNS("'14MLtr 1,tTfi,P$AT ROOT) O O • tt1MIJHESS(CGN11E[iNONOF',i14tELSUR17ACES) INS•PECTI0110FwF-EL£i_EFAEW$OFOOMPOSITE TACKING CrACK WELD QUAU(Y&LOCATION) -- ._ PROPER STORAGE PRM DED AR 13C7LTS,f4L,T5.1VVAS11ERS At10 OTHER 3 CONSTRUCTION PRK}R TO Cth•GRETE PLACEMENT QC A O O FASTFNER ODLWONENTS M CHECKWELDIIIG,EQUIPMENT 0 - p(�gGEiE�{T p�')0 IlISTALIJ�TICIN OF STEEL DECK F P A R C H I T EC T S •• 0 N �1Etmo A JaNTYHE FABRICATOR OR ER CTOt,AS APPLICABLE.SA L EAiTAII A SY TEA BY V1tCi AVELDER VH _ ORL4ER�SER C,4tt BE(DEN-fEEIEI7-SFAMPS.,IFIFSE=D,SIiAiL HE TIE L4',At-51TtE5;�TYPE- PLACEMENT IWUEN3TALLAT}OM OF STEEL FlEAt1ED STUD ANCHORS P - P I lra"NECTION TASKS DURING BOLTING - TABLE N6.6-2 - - DOCOMENTAGCEPTANCE OR RI:JfI;01`i0U Or-8TtELELEME?TI'S P P IPNSPECMtiTASKS DOSING BOLTING QA O-ONERVE THESE ITE HS ON A RANDOM a"JS.OKRATI4t1S11 FED NOT BEI}ELAYE 0 PE1aDIXGTHESEiNISPECTMIS- INSPECTION TASKS DURING WELDING - TABLE N5.4-2 __ .____.. ..r PLANNING•ARCHITECTURE rASTEH E R AS S E t BLIES,OFSU[TABLE CONt)=,�l,PLACED IPN ALL {y Q P-f'EDi F4Rhi TFi ESE TASKS FOREAC H STE E L fLE159 ENT. •PROPERTY VISIONING INSPECTION TASKS IDURIRG WELDING QA HOLES AND WASHERS OF REQUIRED)ARE POSMOIDED AS REQUIRED _ _-- JOtt1T 5R4UDKTTO T1JE 5rllk -1H3HT GCtNIi}ITION PRFKR TOTHE O O LtF-OFQUALN9EVWELDERS 0 0 PRETEIDSIQi18NGOPERATIWN _ REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER 800 W. Broad St. Suite 400 CONTRGL AND WkNDI114COFWELINNGCONSUMASLES FASTENER C MPONEUTNOTTURNEDUYTHEMENCIiPf1E11ENTED 0 - 0 THAN STRUCTURAL STEEL Falls Church, Virginia - 0 • PACKCAGING 0 0 FROMROTAT12IG 703-356-6771 fax: 3567010 • FxPO,SL1REGi'i}l,TTF��}I.. ..._... _.,. _.._...__...__..._:.--,. r,.,. _. _ -., -_._ ._ ___ FASTENERSARE?PRETENSIONECHNACCORDM410E1rdMiTHERCSC D 0 tIfJWELtTI�(G(lYER�CRACKEE17,�CIt1r1�LDS G 0 sF)ECIFIC-ATIO?I,PROGRESSINGSYSTENATICALLYFROMTHE:Ad0.5T EI�I�CAT}4t lkllDlFiSPECT I fiOtfTl?�UQ�US - f�FItIDDaG N isSTANDARD -- - -- - ROD PPOIW`TQNAR13THFFREE EDGES E NYMON ME NTA L CDNi1MO NS 1. I&ATERIAL V ERIFrATTON OF GOLt).MRI IEOSTEEL DEGYt Y NGISPEP-OV 00111f LIMN fl E3 ■ PRECIIrITATIr3+N�f AND TEMPERATURE __..... ........ . ....--- EDEN#F CA' S4111057000NFORM ]ATDS x Rw& INSPECTION TASKS AFTERWELDING - TABLE N5.4-3 SPECIFIEDEN THEAPPtdVED CONSTRUCTIOU DOGLMENY6. MAT S ANDRDS WFS FOLLOWED S EDTIPIGS O#I WELDING EQUIPMENT ■ TRAVEL.SPLED WSPECIal TASKS AFTER V1fELDING { b. RVtiNLJFACrIJRER'S+CE{TiAEt3IESTREPOk1TS- 5 EUCTED WELDING h1ATERVI-S • 2. IN$pFCrION QFE,tit1 L1?]itG' .S HIELD[W GAS TYPEnOW RATE 41 PREHEATAPPLJED WELDS CLEANED O O-FORMEDSTEELDECK: . _. -. • INTERPAMTEMPERATURE&VMNTA1HED(MIN11+KX) ---- .-- X AV�3 E3I,3 ... __� i? FL,i?C7 fl AN[I fi t�C?E;DECK WE L[JS. • PROPER P05ETMaPJ�F=,V,H,OH) Y � 1. SIZE,LENGTH AND LQCATIC 10FWZLi x _ .....__.. .--- --•------- --- ------- .. ...:_,__.. 5, REttaFO�CIeNGSTEEL ( WELDIftGIECHNIQUES YJEIDS t.1EkTVISIJPLACC£PCJtiFIGE CRff1:I',EA 1) VERIFICATIOM OF WELDABILIDY-OFRFIr&ORCRIG STEEL OTHER x '��'�,v ,z A ",` •� -�` �" r • C INTERPASS ANO FINAL GLEANiB Q p • E?t1GK PROHIBITION • EACH IR14SS V+IRNIIV PROFILEtII4I fI ATIQtIS WELDMASE-MA IER Ai_Fi 8VI THAN ASTAt A706. • £AGHIPAS5 aE1"TSClttAtL EYRETgL(IREttitEt7T3 + CRATER CROSS SECTION E� P 2] REIyR3RGING STEEL RESifiTtKGFTfXLtRAI.AEtDAxEhLI�RGESIFI IN WELD PRO}AES WELD E RMEDiATE AND SPECIAL M08A ENT F�+MES,AND DOUN D)ARY ELEMENTS OF SPECIAL STRIX-I tiRAL WALLS OF CONCRETE AND �''` ���m01 ( r ru WELD SIZE iltab3 R{'lJl SHEAR IRON•IFORCEMEFIT, • 5) $HEARREINFORCEME T. + 'j�STEEL "'' ✓- � Advance Structural Concep ts, LC.P}ROSTTY z EARC STRIKES F 4) OTFF Consulting EngineersN } C 10875 Main Street Suite#101 k•ALRF��' -"'^---T- P P ` ,'`•, '' ` ' Fairfax, VA 22030 g_YdHEREAPKICA IL.E,SEE.ALSOS•ECTION 170.11,SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. 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BRIDGING W/2-#12 ++ I FINISH SEE ARCH'L / SCREWS TO EA STUD \ FLOOR SEE PLAN SCREWED TO STUD W � SCREWS AT EACH STUD #12 SCREWS © 12" MAX. N AT ABOUT MID HT. x�, ax x x xa k . °x�=x x x x x— I I TO CONNECT PER PLAN NOTE ° TRIP & DRIP EDGE PER C6x2Y2"-16GA STUDS Ln ARCH 1/2"rb EXP BOLTSx3" m I @ 2'-6" O.C. 1st TO 2nd _ HEADER, SEE ©2'-6" O.C. FLOOR ®1 12" O.C. � PLAN J (MIN. 2 1/2" INTO CONC.) N C6Y8 x2 1/2'x16GA TRACK TYP. EXT. WALL I I INSTALL 2 STUDS BOTTOM (CONT.) „ C4X2Y2 X16GA STUDS © C6X2Y2 X16GA CELLAR FLOOR 4 2'-6" 1ST TO 2ND FLOOR 16"W/ 16GA TRAKS i I HDR SEE © EA SIDE I I STUDS, SEE PLAN ' �,. . 1. PLAN, SKIN FIN. MIN. U.N.O. TYPICAL Y2"0 EXP. 11 ° BOLTx3" ® 2'-6" (MIN. 2Y4" EMBED) PER ARCH'L I I II II N�j m +#4@12 O.C. g i EACH WAY :III=1 I h :III- 11= :� � I ( I I C. F Q m METAL PIER BEYOND, o #4EACH WAY 2#4 g SEE PLAN 2 #4 ADDITIONAL `r • • CO U) UNDER BEARING WALL S E CT I O I V (`4 16" � SCALE: 3/4"=1 '-0" �50 Q SECTION SECTION 3 SCALE: 34 —1 —0 / "= ' " 500 SECTION 2 SCALE: 3/4"=1 '-0" 5JOO SCALE: 3/4"=1 '-0" 5 Q TYPICAL SHEAR WALL 8" EAVE STRUT 16 GA 5��e C OF EXP. BOLT C4x2--1/2"-16GA BEARING OR 3 1/2" TYP. STUD AT MIDPOINT NON BEARING WALL, 17 SCREWED TO TRACK SEE ARCH. VARIES (SEE ARCH. PLANS) Ln TYP. Z8x2 1/2"x le e lern 0 14GA @ 5 -0 Q o ( CONT. 8" BOND BEAM _ DBL C4x2-1/2x DBL C4x2-Y2x ^ Q J W/2-#4 CONT. 16GA STUDS • • 16GA STUDS p z w i 2'_6" I 2'-6" I 5'-0" TYPICAL I ( FILLED WITH CONCRETE • C6x2 x 16 GA I. I I ' N U LEDGER W/ 3 #12 w I I C4x16GA TRACK UNDER SCREWS o °° • _x�x� _ _ �x_=x x� METAL PIER ONLY �i E TO EACH STUD m I ( I 4 a ° ° 3-1/2 G EXP. BOLTSx „ Q I I I 3 1/2" LONG (2-1/2" INTO 3—Y2 0 EXP. BOLTSx HEADER, SEE E p 1L CONCRETE) W/ 5/8" 3Y2" LONG (2 Y" INTO PLAN ® U v CONCRETE) W/'/" 0 � PRE-PUNCHED HOLE , TYP. LO • a, o I I I #12 SCREWS ©12" " PRE-PUNCHED HOLE , TYP. �'°° U _I: DECK ORIENTATION, Cox 2 x16GA 44toS2"16���NEA SIDE cp ~ II I SEE PLAN STUDS SEE PLAN I TYP. EXT. WALL o I I I CONT. C6x2 1/2"x16 GAGE SEE NOTE 8 LEDGER W/3/4"O EXP. DRAWING S102 o0 BOLTS @ 24" O.C. FIN. SEE ARCH #4 © 16" O.C. FILL Q d 8" CELLS WITH PEA GRAVEL SECTION 5 A RC H I T EC T S SCALE: 3/4"=1 '-0" 'j Q Q #5 @ 16" FILL ALL777 DETAIL A CELL W/ CONC. ROOR SECTION (� 6� SCALE: 3/4"=, -o" s 5 0 o DETAIL B UT TYP. . @ 1 WALL / " �50(y / " S500 PL-PROPERTY SCIONNTGRESCALE: 3 4 = 1 —0SCALE: 3 4 =1 —0 J REINF. � 16 0 w CMU WALL C.) 800 W. Broad St.Suite 400 N �� Y" EXP. NO Falls Church, Virginia 22046 `� CITE A: 8" CMU WALL BEYOND 703-356-6771 fax: 356-7010 JOINT TYPICAL CONNECTION OF EXTERIOR STUD WALL TO FLOOR " #4�12„ x 5 —0 1 /2" DIAM. EXP. BOLTS x 3" @ 16" OR PAF HILTI JOINT #4®12 2 -0 X—U (0.157" SHANK DIA.x2" MIN.) @ 6" (MIN.1)/2" EMBED) OR 1 /2" DIA. EXP. BOLTS x3" @ 5'-0" % O INTERMEDIATE o Z _I I_I E PAF S@ 1 0 MIN. w ELEV. SILL L4"X4"X3/8" 0 o I =I I = _, BY ELEVATOR SUPPLIER0 4 _ Q W/ 3/4"OX6" EXP. CONNECT STUD TOGETHER a .' n..�.I D BOLT © 16" .., w _ 8" W/ #12 SCREWS 6 �° ' z a SHEATHING ONE SIDE OF r � F \(wy EACHWAY • „ ~ .. � ` ° q, m::, •> .t �t #4Co➢12 EACH WAY _ 4- a �--- SHEAR/BEARING WALL .�� ;Y �CS / LL • O rr a #4®12 T & B EACH WAY TYPICAL h • �:, qqppy+ CA .„ LONG SHEAR WALL 41' SW3 .4 ° STUDS Advance Structural Concepts,LLC. TRANSVERSE SHEAR/BEARING WALL Consulting Engineers ° a A ° .a e ° • c N ° a ° . • •' • 10875 Main Street Suite#101 d° Fairfax, VA 22030 * \„ Tel.(703) 865-7122 Fax (703) 865-7155 ° —O e—mail: advancestr@vacoxmail.com —I 1—I I I � 0 R BEARING SHEAR 0 WALL ; ff website: www.advancestructural.net SUMP PIT W1 =III=I SEE PLAN ` , FOLDED 12" e°3 SECTIONS SLAB BEYONDc� i��w_ �� 5 E CT I O N S ECT I O N 7 SCALE: 3/4"= I '-0" c-j 5 QQ w. . SCALE: 3/4"= 1 '-0" S 5 0 DETAIL C, 5500 - 00 SCALE: 3/4 ISSUE DATE C 12/21/21 PERMIT SET CL WALL/PIER & FOOTING METAL PIER, SEE PLAN FINISH SIDING, SEE ARCH ROLL-UP DOOR, 2" OFFSET SEE ARCH'L DWG. METAL STUD C6x2j"x16GA STUDS METAL ROOF 8>, @ 16" W/ 16 GA TRACKS & *— 10" RECESS 16GA BRACING @ 4'-0" 1'-0" 1'-0" HORIZ. WALL REINF. SEE ARCH'L) #4 PERIMETER RECESS (DUR-O-WALL) @ 16" REVISION DATE BAR SEE ARCH'L #4 PERIMETER FIN. GRADE OR BAR 1—#4 CONT. PAVING, FIN. GRADE OR —— — — I — — ' ' ' — — — — — — — — #5 @ 16" FILL 02/14/22 SEE SITE PLAN 1-#4 CONT. , I _i - - - CELL WITH CONC. PERMIT RESPONSE #1 2" OF ETSEE SITE PLAN - - - - - - • 8"X2-1/2"x16GA OR GROUT @ % I I Z PURLINS @ 5 —0 O.C. z w # 2 SCREWS AT I I DOWEL TYP. t0C11 >Q40 \-z�J 11 —I I— END OF LAPo ri (o 1 -I ° O�t! ° da ca ° rr I (n C.J. d -III-I I i C.J. d ° C6x2-1/2 —14GA STUDS N ° ° z @5 —0 G.C. U.N.O. # @ 12 4a' °;a #4 @ 12 ME I I a (SEE PLAN NOTES ON S102) a d ' O ° o 0 °°..: Id caoa °° I I I pLJ OO UNDER WALL a .d4: ap.°° a d ° 16" L L 16" L SECTION 4 SECTION SECTION SECTIONr,3 1 'SCALE: 3/4"= —0" 2 5 01 SCALE: 3/4"=1 '—0" �S50 SCALE: 3/4"=1 '—0" �50 1 SCALE: 3/4"=1 '-0" �01 � CL WALL/PIER & FOOTING 2 9 METAL ROOF OVER SUB PURLIN 8, TYPICAL 16GA BLOCKING TYPICAL HORIZONTAL WALL REINF. @ FIN. SEE ARCH. 16" — 2" OFFSET 6 — #12 #5 @ 16" FILL CELL METAL ROOF Ile _j WITH CONC. OR GROUT SCREWS TYPICAL Z 8 PURLIN � M o._ Cn 1" RAINLIP W/ Y" 1 #4 PERIMETER BAR TYP. BEARING WALL SUB PURLIN ^ SLOPE TO C° ASPHALT @ 10'-0" Z4X2Y2'X 14GA w 2#14 TEK SCREW @ EA. C8x2Y2"x16GA LEDG R CONTINUOUS AT SEE NOTE PLAN ® 5'-0" �— • ° • PURLIN AT BOTTOM z • EACH PURLIN W/ 2—Y2"�x3Y2" EXP. v OLT INTO SOLID CMU AT PURLIN. ••. � a I I I I MAIN ,PURLIN ° 8" BOND BEAM W/ Z4X2Y2 X14Gf 0 o ° 2-#4 BARS FILLED @ 5'-O" o • Q U c� z 16GA L P U #4@24" TYP. WITH CONC. FIN. SEE ARCH to Z:3 0 8„ ° ... #5@16" a e C6x2Y2"x16GA a LEDGER • i ° W/ 4#12 TYP. EXT. WALLSCRE owt a° 2-#4 CONT. °° EACHWSTUD WITH S TO21'41 GAATRAKSS 16" SECTION 6 @16" U.N.O. A RC H I T EC T S SCALE: 3 4"=1'-0" / S501 SECTION 5 PLANNING-ARCHITECTURE SCALE: 3/4"=1 '-0" �50 1 29 GA INTERIOR SHEATHING *PROPERTY VISIONING SCREWED TO STUD WITH #12 TEK SCREWS 800 W. Broad St. Suite 400 @ 12 MAXIMUM Falls Church, Virginia 22046 SECTION 7 703-356-6771 fax: 356-7010 SCALE: 3/4"=1 '-0" 5�01 18 GA Z GIRT @ 24" TYPICAL 01 Typical Conditioned ___ •___.-___-___-__.___.__________---_--._-_,________ 16 Ga.Starter Angle Root Construction ----- -- --- --- -------- - -- - _ 1 2 GA SCREED ANGLE W/HEMMED _.--_Tom of Track—. M DGE.ANGLE MUST BE STRAIGHT OR PANEL ATTACHMENT. 5 Penmeter Bar r'. _.. DRIP EDGE `�" �,' s�:r�,. •'•c #, ,�" � 'r '`�. BASE TRIM STEEL BEAM •.Y +'*�:y.:r ! .R` o- 4 . 1 Metal Rake Trim W/ SEE PLA .. ... a "4 Construction ---_� ,�. v. Drip Edge 1$ GA Z GIRT @ 24" � "'^ :�i``" ,� � -, ,,� ��; •_ ------- - - - TYPICAL nd Floo - m 8"Track yP Construction o —Typical Floor Constr Lion lk zap r = 8' Z-Purlins t �F Advance Structural Concepts,LLC. 1 I i �� V u 10875 Main Street Suite#101 I i � Consulting Engineers I Fairfax, VA 22030 Tel.(703) 865-7122 Fox (703) 865-7155 a—mad: advancestr@vacoxmail.com -- --------- --------- ------- - - j 9 1/2"FLEXLOC SOFFIT website: www,odvoncestructural.net Conditioned Storage - - PANEL W/EDGE ANGLE _ -- 1/2" C:- - - -- FIN. SEE ARCH 2 XPS&24 GA.GIRTS e g Wall Beyond �-- ------- rj SECTIONS ct SECTION 8 SECTION g SECTION 0� S501 - 00 SCALE: 3/4vj= 1j-09y 501 " ' " " ' " AUTO SLIDER DOOR ,. •:_ SCALE: 3/4 =1 —0 5 Q 1 SCALE: 3/4 = 1 —0 5 01 W/ACCESS CONTROL TISSUE DATE 12/21/21 STRUCTURAL NOTES LIGHT GAGE FRAMING The light gage framing as manufactured by MBCI PERMIT SET or equal shall conform at ASTM A446. Only equivalent size, strength, area, HDN. SEE PLAN Ix and Sx from another manufacturer can be used. All 16 gage or heavier _T_ /�T7_ TRACK 4T16 DESIGN LIVE LOAD light gage material shall have minimum yield strength of 50,000 psi. The CLIP Z3"x3"x16 GAGExO'-3 3/4" C4x2 1 /2x16 GAGE STUD AT HEADER light gage framing has been designed in accordance with 2020 NY building Roof Live/Snow---- 30 psf min. plus applicable code/IBC 2018, ASCE 7-10 and AISI specifications for designed of C4x2 1 /2x16 GAGE` STUD o0o snowdrift pre IBC 2018/ ASCE 7-10, Cold—Formed steel structural members, AISI S100-07/S2- 10 & S200-07. (SEE PLAN/SECTION) 0 Ground Snow 35 psf All connection shall be screwed or power fastened as indicated. Do not cut 3: Floor ————————— Storage 125 psf or splice light gage framing members unless indicated on the drawings of 2"x2"x18 GAGE Stairs--------- 100 psf , Corridor — 100 psf approved by the Engineer. Do not bear or connect light gage members CLIP W/ 3 SCREWS Office Floor ————— 10 1 sf m within 12 inches reinforced with minimum 18 inches long un punched track 2 SCREWS TO `.STUD IN TRACK & JAMB � or stud at the punched opening. The track or stud piece shall be the same QIREVISION DATE 0 Q WIND Per IBC 2020 Building Code of NY State, latest edition size and gage as the punched member. Fasten reinforcing piece to the DOUBLE JAMB STUDS w See load sched on S071 member with minimum 4 screws typical screws to be minimum #12X1 " m 02/14/22 (BEYOND) o„ Cn U.N.O., The light gage framing has been designed to support the loads PERMIT RESPONSE #1 CONCRETE All concrete shall be minimum 4 psi at 28 days except indicated. Additional temporary bracing and shoring shall be provided as 1 /2"0 EXP. BOLT & Fi� footing and wall shall be fc'=3000 psi. All exposed concrete shall be air required to stabilize framing and to support construction loads. all 5/8"0 PRE—PUNCHED HOLE entrained 6 percent +/— 1 %. All structural concrete has been designed by construction shall be in accordance with O.S.H.A. standards. Job site safety TYPICAL STUD CONNECTION TO SLAB TRACK 4T16 the Ultimate Strength method and in accordance with the provisions of the is contractors responsibility. All interior studs can be red oxide except AT SILL latest ACI Code 318-11 . Concrete at masonry fill, fc'=2500 psi min(pea galvanized studs shall be used at masonry and non conditioned space and W CLIP (WHERE NO TRACK IS PROVIDED) gravel), All conc. to be normal wt. conc. tracks at all framed slabs & slabs on grade. Contractor can use all NO SCALE SECTION B — B LQ galvanized studs. Framing design is based on lateral stability for the entire TYPICAL WALL OPENING DETAIL SOIL VALUE Soil bearing value assumed to be 2000 psf for footings structural system provided by cmu shear walls, cross bracings, internal and founded on firm natural soil or compacted structural i as per preliminary external shear wall panels and floor diaphram. Submit shop drawing signed NO SCALE Geo—Tech report prepared by Whitestone Assoc. dated September 25th, 2019 and sealed by the Registered Professional Engineer in New York. TRACK PER SECTIONS and shall be field verified by a Professional soil Engineer. Geo—Tech report Exterior stud walls shall have exterior finish insulated metal panel as shown is part of construction document which shall be followed for the foundation on the architectural drawings. Connections to studs shall be provided as per O CONCRETE AROUND COLUMN construction of this project. Contractor shall familiarize with site fill the manufacturers standards to resist lateral loads as per the design. TO BE POURED SEPARATELY z Interior partitions to be 9 16" 26 Go Galvalume corrugated metal sheathing condition as no on Geo—Tech report. one side as per the arch tectural drawings screwed to studs @ 6" max. TWO SCREWS AT P 9 � 1A DEEP w o�� EACH SIDE OF TRACK LINTELS: The contractor shall provide lintesl of loose steel angles at all w w AT EACH STUD masonry openings for each 4 inch thickness of wall as follows, U.N.O.: METAL DECK (2nd FLOOR) : Unless noted otherwise on plan,Metal floor CnIl Up to 4 feet openings ——— L 3- 1 /2 x 3- 1 /2 x 5/16 deck shall be 3 inch deep 20 gage galv. composite deck manufactured by x x x x x z w (ALT. 2"x4"x2 1 /2" LONG Vulcraft ore equivalent and to extend minimum 3 spans. Weld to su ort U Alternate Precast or masonry lintel 4 x8 for each 4 wall w/ 1 #5 T&B. q P PP z 16 GAGE CLIPS W/2 SCREWS _ shall be 5 8 inch diameter puddle welds at each support so that average \X / 4 feet to 6 feet openings — — L 5x3- 1 /2x5/1 6 / P PP g o N Q TO STUD & TRACK) weld spacing does not exceed 12 inch on centers. In lieu of weld, shear (n 6 feet to 8 —0 openings ———— 6x3-1 /2x1 /2 o screws @ 12 inch centers can be provided at support of deck to top of Q� SAW CUT 1 DEEP WITHIN C4x2 1 /2x16 GAGE STUD 8 —1 TO 10 feet openings -- W8x18 W/ 5/16 sus. plate 12 HOURS OF CONC. POUR, All lintels shall bear minimum 6" each end. stud wall. Side laps are to be welded at 36 inch on center or screwed with EPDXY FILL LATER shear screw. Deck manufacturer shall provide closure strips, cover plates � CONCRETE PROTECTION FOR REINFORCEMENT Reinforcing bars and mesh and pour stop angles at all edges. to have minimum concrete cover as follows: Q) TYPICAL SLAB CONTROL JOINT DETAIL TYPICAL TRACK TO STUD Concre:e poured against earth — 3 inch. Slab in grade, cover gravel Contractor shall check and verify all the existing conditions and dimensions SCALE: 3/4"=1 '-0" CONNECTION DETAIL 3" from bottom prior and during construction and notify any discrepancy to the architect. Grade beam 2' clear ea side and top Contractor shall be responsible for the correct fit of all structural members Concre:e wall 2" exterior face 1 " interior face. and overall job site safety. ® rn 4"x4" FLAT STRAP o @ 24" O.C. STRUCTURAL STEEL : Structural steel shall conform to the requirements of INSPECTION : All structural steel framing decking, Lt. gage structural (USE 4"x6" FLAT STRAP the latest Edition of the AISC Manual of Steel Construction AISC 360- 10 & framing and reinforced concrete construction shall be inspected and a> z CONNECT DOUBLE JAMB U STUDS TOGETHERW 4"x4"x18 GAGE @ TRIPLE STUD) 341 - 10. Steel shall conform to ASTMA 572, grade 50. Unless otherwise approved by a Registered Professional Engineer in New York . Final report B—B FLAT STRAP @ 24" O.C. noted, all shop connections are to be welded and all field connections to shall be filed with the Architect and the Departments of inspections with the - — be made with A325 high— strength bolts. High strength bolts shall be compliance of all requirements of the contract drawings. � o SEE SECTION A—A 2 SCREWS tightened b the turn—of nut method. Welding shall be in accordance with ® v FULL HEIGHT g y g @ 24" O.C. JAMB STUDS the American Welding Society code and be performed by certified welders. (3 SCREWS @ Welding electrodes shall conform to ASTM A233, E70 Series. No fabrication v TRIPLE STUD) shall proceed prior to approval shop drawings. One shop coat of paint shall HEADER & SILL A—A be applied to all structural members except those areas requiring field AT MULTIBLE OPENINGS welding. Provide base plate 6"X1 /2"XO'-6" at all steel beams bearing on SHEET INDEX SEE PLAN concrete wall with 2- 1 /2" diameter X 1 '-4" anchor bolts. Weld beam to hwd plate. [I ><11 NOTE: USE FLAT STRAP CONNECTION S070 TYPICAL DETAILS & STRUCTURAL NOTES _ J ARCH I T EC T s SEE WALL SECTIONS TYPICALLLY AT ALL DOUBLE & TRIPLE REINFORCING STEEL All reinforcing steel to conform to ASTM A-615, FOR STUD SIZE STUDS AT FIRST & SECOND FLOORS. Grade 60, Welded wire mesh to conform to ASTM A- 185. Fabricate and AND SPACING provide standard supporting accessories in accordance with the ACI Manual 5071 TYPICAL DETAILS & LOAD SCHEDULE COORDINATE WALL OPENING SIZES & PROVIDE FULL HEIGHT of Standard Practice for detailing and CRSI Standards. Reinforcing at first LOCATIONS WITH INTERMEDIATE AND END floor wading area to be epoxy coaxed. 5072 TYPICAL DETAILS PLANNING-ARCHITECTURE ARCH. & MECH. DWGS. -PROPERTY VISIONING JAMB STUDS AT OPENINGS. (TYP.) MAT FOUNDATION: Except otherwise noted, shall be 6" thick reinforced SEE TYPICAL WALL OPENING DETAIL 24" O.T O.C. SCREWS with #¢ @ 12" OC each way in center to conform to ACI Standard. Provide 5073 SPECIAL INSPECTIONS @ 2 # .0 4 inch washed gravel and 10 mil polyethylene vapor barrier under slab as 800 W. Broad St. Suite 400 TYPICAL LIGHT GAGE STUD WALL . per the Geo—technical report. Provide control joints not to exceed 25' in Falls Church, Virginia 22046 each direction (maximum 625 s.f.). S100 FOUNDATION & FIRST FLOOR PLAN 703-356-6771 fax: 356-7010 ELEVATION AT DOOR OPENING ALTERNATE DETAIL BACK TO BACK DOUBLE NO SCALE STUD CONNECTION AT INTERIOR STUD WALL BACKFILL : Proper precaution shall be taken to brace foundation walls when 5101 SECOND FLOOR FRAMING PLAN backfilling. Backfilling shall not be placed against walls until slabs on V) grade and framed plank is installed. Where backfiil is required on both S102 ROOF FRAMING PLAN SPLICE AS REQUIRED Q sides, eackfill both sides simultaneously. All backfiil shall be clean porous STUD SPACING PROVIDE FASTENERS Q matericl. Provide drainage tile as required. See Architectural drawing for SEE PLAN & SECTIONS EACH SIDE AT BOTTOM Li waterproofing. 5500 SECTIONS TRACK ONLY. TOP TRACK 1 —4 MASONRY WALLS w .. FASTENER PACING >- $° SPLICE OVER STUD ONLY 2 —0 CONCRETE WALLS c� F �M MASONRY: All concrete block masonry wall shall conform to the 4" SEE PLAN & SECTIONS z S501 SECTIONS o z requirements and specifications of national Concrete Masonry association gNr ; f w,• 0 § .vr ( m < U (NCMA) Code, latest edition. All hollow load bearing unites shall conform to ��` �a y.. ;;�� x.01 ' s ASTM C 90. Mortar shall be laid in type S and as per ASTM C 270. provide C 4 0 0 0 0 (`,.�/ @ horizontal masonry joint reinforcing as per ASTM A-82 and at 16 inch E '. s acinc. Shore and brace masonrywall temporarily as required until final `�; 00 connedions with floor are made. contractor shall be responsible for the 1 '-0" Q.;. integrity of the exterior masonry wall due to lateral loading until floor is installed. fill cell at masonry, reinforcing with pea gravel concrete with �, ., + Advance structural Concepts,LLC. STUD PER SECTION �`~: '� Consulting Engineers TRACK FASTENERS BETWEEN STUDS minimum fc =2500 psi. ® �-- 10875 Main street site#101 SCREWS (TYP.) SEE SECTIONS FOR STRUCTURE ABOVE a�. Fairfax, VA 22030 ° Tel.(703) 865-7122 Fax (703) 865-7155 OR BELOW TRACK & FOR FASTENER METAL: Roof metal deck to be 24 go standing seam design over 8"- 16ga. website: wwwadva®estuctu�alcnet TYPE AND SIZE Z purlins screwed to resist wind per lateral load table, by roof supplier. 2-24 purlins at hip roof at ends, see plan. TYPICAL DETAILS 1 '-0" & STRUCTURAL 4' @ MASONRY WALLS NOTES 1 '-8" 4' @ CONCRETE WALLS TYPICAL TRACK CONNECTION TO STUD DETAIL NO SCALE TYPICAL STEP FOOTING S - 070 SCALE: 3/4"=1 '—O" ® e 'ISSUE DATE -0 LATERAL LOAD DESIGN SCHEDULE 12/21/21 PERMIT SET 2020 BUILDING CODE OF NEW YORK STATE WIND LOAD ITEM SYMBOL VALUE m BASIC DESIGN WIND SPEED (3 SEC.GUST) V 130 mph ALLOWABLE STRESS DESIGN WIND SPEED Vasd 101 mph WIND LOAD IMPORTANCE FACTOR Iw 1 .00 04REVISION DATE WIND EXPOSURE CATEGORY — B Q 02/14/22 PERMIT RESPONSE #1 INTERNAL PRESSURE COEFFICIENT Gcpl +/— 0.18 SEISMIC LOAD ITEM SYMBOL VALUE 'A' CORNER EXTEND CONT. BARS SPLICE B 'A' III I� ' WHERE POSSIBLE RISK CATEGORY II BAR o c� ¢ CORNER SPLICE I B' IMPORTANCE FACTOR IE 1 BAR I — — — — 1 o 01 SHORT PERIOD SPECTRAL ACCELERATION SIDS 0.2819 O' — - - - Q m 0 �, ¢ — — — — Z8-16GA (I) SECOND PERIOD SPETRAL ACCELERATION SIDi 0.1 12g I 0' CONT. BARS Q m 0' „ Q SEISMIC USE GROUP — 11 'A' V F EXTEND CONT. BARS l WHERE POSSIBLE — B ,A, CONT. BARS BEARING W LL SEISMIC DESIGN CATEGORY BEARING WALL —�i 2 STUDS--- I SITE CLASSIFICATION S D 2 STUDS BASIC STRUCTURAL SYSTEM — LT.GAGE FRAME & STEEL FRAME BEARING WALL EXTERIOR CORNER BASIC SEISMIC—RESISTING SYSTEM — ORDINARY LT. GAGE 'B' ,B, RE- ENTRANT CORNER SHEAR WALL & J`PMASONRY WALL BEA NG WALL I I Z8-16GA — -- �-- — RESPONSE MODIFICATION FACTOR R 4.5 rn 2 STUDS i 2 S DS DEFLECTION AMPLIFICATION FACTOR Cd 4 I PREFAB CUPOLA, SEE ARCH SEE NOTE #3 �- 0' I a 2 Z8x14GA v z PURLINS UNDER SEISMIC RESP. COEFF. C 0.3 �— CUPOLA W/ 2 STUDS i IN WALL DOWN TO EQUIVALENT LATERAL CONT. BARS FOUNDATION ANALYSIS PROCEDURE FORCE PROCEDURE o 0 U c� ERAM NG AT CUPOLA INTERSECT ON CONTINUE STUDS DOWN TO FOUNDATION WALL COMPONENTS & CLADDING: DESIGN WIND PRESSURES LB SQ.FT. (INTERNAL PRESSURE COEFFICIENTS, GCpi = 0.18) 0 0 TRIBUTARY AREA (SQ.FT.) 10 20 50 100 500 ARCH I TEC TS B= 1 6 BAR 0 NOT LESS THAN 12 MAIN FIELD (ZONE 4) +27.6/-29.1 +27.6/-29.1 +26.8/-28.3 +25.8/-27.3 +25.0/-26.5 " A= -1 FOR 4, 361) FOR #rJ, 6" FOR #6 & 60 FOR #7 CORNER (ZONE 5) +27.6/-33.6 +27.6/-33.6 +26.8/-32.1 +25.8/-30.0 +25.0/-28.3 POSITIVE PRESSURE: ACTING TOWARD SURFACE PLANNING*ARCHITECTURE NEGATIVE PRESSURE: ACTING AWAY FROM SURFACE -PROPERTY VISIONING TYPICAL DETAILS OF CONTINUOUS BARS CORNER ZONE: WITHIN 12 FT. FROM BUILDING CORNERS ALONG FRONT FACE. 22 FT. FROM BUILDING CORNERS ALONG REAR & RIGHT SIDE ELEVATION. I N FOUNDATION NOTE: 1 ) ZONE DESIGNATION AS PER ASCE7. 800 W. Broad St. Suite 400 2) ALL DESIGN WIND PRESSURES MUST BE AT LEAST ±30 psf. Falls Church, Virginia 22046 703-356-6771 fax: 356-7010 2#4 HORIZ. ADD'L EACH FACE X 3'-0" AT SLEEVE MAX. 8" PIPE SLEEVE 9 . THRU WALL SNOW LOAD DESIGN SCHEDULE f TOP ELEVATION ' rt DROP FOOTING ELEVATION OF FOOTING ITEM SYMBOL VALUE AS NECESSARY TO CLEAR PLUMPING PIPE SLEEVE cD — GROUND SNOW LOAD Pg 35 PSF SNOW EXPOSURE FACTOR 1 .0 e 4 rr5i ' Advance Structural Concepts, C. 2#5 ADD'L EACH FACE SNOW LOAD IMPORTANCE FACTOR 1 .0sV I s �,.�;-• w�,zi�-� Consulting Engineers X3'—O" ADD'L AT SLEEVE fF, �,��.. 10875 Main Street Suite#101 THERMAL FACTOR Ct 10 4 ;: t '' Fairfax, VA 22030 Tel.(703) 865-7122 Fax (703) 865-7155 PIPING SLEEVE THRU WALL DETAIL a—mail: www.advancestrdvance uctural.net FLAT—ROOF SNOW LOAD Pt 26 PSF website: www.advancestructural.net TYPICAL DETAILS & LOAD SCHEDULE S - 071 ;ISSUE DATE J. 2.5 "L" MINIMUM 12/21/21 10" MAX. 10" MINIMUM PERMIT SET EA SIDE OF OPNG. 11TT-Tv L I REVISION DATE 02/14/22 1 1/2" LNG FILLET PERMIT RESPONSE #1 WELDS ( PICAL) C4x5A FLAT 12" GAGE SHEET WELDED TO (B.S. OPNG. TYP) EACH FLUTE ALL AROUND 4-- NOTE: NO PLATE REINF. REQUIRED FOR OPNG. 6"x6" OR 6"0 OR SMALLER PLACED BETWEEN FLUTES, EXCEPT IF THEY OCCUR WITHIN 2'-0" OF EACH OTHER. PROVIDE CONCRETE STOP AROUND OPENINS. TYP REINFORCEMENT FOR OPNGS . I 'N' DECK TYP REN' ' FU' RCEMENT FOR OPNGS ® IN DECK (FOR L>6"<10") (FOR L>10"<2'-O" MAX.) (W=2'-O" MAX.) OR FOR ROUND HOLE 14"0 MAX. FOR LARGER OPENING SEE FRAMING PLAN. C/�) SUPPORTING COL. FULL HEIGHT 1—�5 (min) 1—#5 (min.) i CORNER L4"x4"xl2GA 2 SCREWS TO O Z 1 wii� 2-1/2"0 THRU BOLT EA HDR & COL. v _ MSY. TRUSS MSY. TRUSS 4—#5 (min.) CORNER 0 O O C— TEE THORIZ. TRUSS REINF. HORIZ. 1—#5 (MIN.) HEADER ® U TYP. TRUSS REINF. Lr) U TYP . HORIZ . C . M . U . WALL TYP . HORIZ . C . M . U . WALL L4"x4"x3/8"x4" O 0 REINF . @ TEE - INTERSECTION REINF . @ CORNER A RC H I T EC T S COL. TO HEADER DETAIL PLANNING-ARCHITECTURE *PROPERTY VISIONING 800 W. Broad St. Suite 400 Falls Church, Virginia 22046 703-356-6771 fax: 356-7010 AISC SINGLE PLATE #5®16" O.C. OR CLIP ANGLE Y2" CAP PL, TYP AISC SINGLE PLATE SHEAR CONN, TYP OR CLIP ANGLE 1—#5 CONT. SHEAR CONN, TYP O '..;. .. CLIP L 4 x4 xYa"x14GAx18 "r'A� _•. 0 W/ 3-3/4" DIA.x6" EPDXY BOLT wk * � 0 () O v Q: x C x X• OO - - - - - - - - - - STEEL BM - - - - - - - - - "-, � �-�.� SEE PLAN HEADER, c STEEL BM, SEE PLAN HORIZ. WALL REINF. SEE PLAN 16" O.C. MIN. 10—#12 SCREWS � ° ��+�� �� '� HEADER TO ANGLE '',k '6 ��av Advance Structural Concepts,LLC. STEL COLUMN, T Y P . B T O B M CONNECTION `� Consulting Engineers �' 10875 Main Street Suite#101 SEE PLAN NO SCALE Fairfax, VA 22030 Tel.(703) 865-7122 Fax (703) 865-7155 e—mail- advancestr®vocoxmail.com website: www.advancestructural.net SECTION TYP . COL & BM CONNECTION SCALE: 3/4"= 1 '-O" 50J72 TYPICAL DETAILS NO SCALE FABRICATOR TO SUBMIT DETAIL SHOP DRAWINGS OF STEEL CONNECTIONS ALONGWITH HDR . TO C M U O R CONC . WALL S - 072 CALCULATIONS FOR REVIEW & APPROVAL, SIGNED & SEALED BY A P.E. IN VIRGINIA. TYP . CONNECTION e :; ISSUEDATE . 12/21/21 PERMIT SET O1 02 03 04 05 O6 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4"t 10' 10' 10' 10' 10' 10, 10' 10' 10' 10' 10' 10' 10' 10' 10' 10 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 9'-4" 4" I I I I I I I 1 I I 2• I i I 1 I I I I I I I I I I I I i I I I 5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REVISION DATE I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I 3 O , _ o PERMIT RESPO 290NSE #1 O � � m m O U O N U O m U C UU " U 06 Alp 180' 35' 75-0" 8' 2' 8' 2' 8' 2' 8' 19'-4" 9'-101" 10 5 1 J" OFFSET SUB TO MAS NRY TYP( Yp) S501 FOO WIDE 5501 FOOTINNC A L AROUND Q � Face of Girt Face of Girt T — — — — 8' 8' 8' 5-8"1 — — — — — — 4— \ Unco itioned Units s5o1 o I I ► in End I 4 I o N � _s5 0_ \ ysw- - - LJ 1I �® - - „ ,- „ I I 12 2" WIDE F TING I ; S 00 N rinkler 10 -8 00 19 4 5500 I Ele #2 M Room I Unconditio d Units 2 Mach. 138 � 2' 0" Pier s5o1 ( I s5oo I ; m. #2 1 o II 2 t II '-3" 12'-10" -3'; 8' 2' 8'-0" Door ( S500 a, �, ' I 112" E FOOTING - Typ. i — — — — — — — — — 7 Electric A S501 TYP. 16" WIDE FOOTING — ,— — — ELEVATOR PIT S 00 Room 5 50 ALL AROUND I F_ 1 -4.00 (12" PIT SLAB) — — — — — — — — — — —— — — — — — — — II - — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — ti — — — — — — — — I 8" CONCRETE WAL AT Ln ELEVATOR PIT N - - - - - - — II 7'-8" 241 WIDE LO I if_ _ 4 t 1 - ELEVATOR PIT -4.00 S 00 I I I ��TYP* FOOTING"ALL AROUND (12" PIT LAB) rn s5o1 — 11" '-4"4'-1' 4' I i LO 1 I Z U S500 I I U 54 8 N S500 3 I I I E w1 I - - - - - - - - - - - - - - -L _ _ A — — — - - - - - - - - - - - - — - - - - - - - - - - - — - - - - - - - - -� - - — — sw3 _ — - - - - - -L _ _ A I I N o 9 " WIDE FOOTIN 2 6" VIDE Foa I I ao U _U . Ele #1 : I m THERMAL ALL, ( I i I SEE ARC 2 I 3 7 I I S500 U a� TYP. 1 " WIDE FOOTING- - S5o M. #11 : S500 I 5500 I I 00 c L� ALL AROU D I 2 I I 7 5501 5500 0 8" CONCRETE WALL AT 6" CONCRETE MAT SLAB I O O ELEVATOR PIT W� #4@12" O.C. EW I I o ' — ARCH I TEC TS °° o ( 2' 7'-8" v I I 1 p' S500 1 � I 5501S500 i I o o ® I PLAN NING•ARCH ITECTURE TYPICAL •PROPERTY VISIONING 2 2 16" WIDE FOOTI G 2 N I I WALL BEARING/SHEAR %X 6G 5 2 5500 THERMAL LL, SEE ARCH S500 '-10' 1 WIDE FOOTING I @ 2'-6" FOUNDATIO 0 SW_3 - -- - - - — — - - - - - - I I I TO I ST FLOOR&WA - - -- - - - - - - - - - - - - - — - - - — — - - - - — — — — - - - - - - - - — — — - - - - - - - - - — - - - SPACE @ 0'-0" 800 W. Broad St. Suite 400 p D 1 (70 Falls Church, Virginia 22046 01 I I 1 I I _ — A —- - - —L — AJ— — - - - - - - - - —SW3 — - - - - - - - - - - _ I I 703-356-6771 fax: 356-7010 I I s5oo I � I � 2 - - I S500 - ` Entry 3 ( I Un onditioned U its — J � 50 50 ( I I - 50 I 00 L _ — - -- - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - — — — — - - - - - - - - - - - - - - - - - — — - - - - - — - - - — - - -- - - - - - - - - - - L 2'-0" Pier - - - - - - - - - - - - - - TYP 1s WIDE FOOTING ALL — — - - - - - - - 2'-0^ Pier , „ „ „ , — , 2'-0" Pier - - - - - - �V58' - - - — - - -2'-0"Pier - ,� Face of Girt Face of Girt (Typ) — — — — — — — — — — — — — — — — — — — — TYP. 10' x �" RAINLIP SLOPED 1 " +`• ,, 1 8 2 1" SEE ARCH'L, SEE SECTIONS 5501 AROUND $'-0" Door 2 8 2 8 1 9 4 1 8 2 g'-0" Door $'-0"Door 2 8 1 8 1A 8'-0" Doo . yp, 158' Typ. T _ T yp• Typ, .. CD 0 290' aLEGENDS. o LEGENDS: ' �. :. I=0 U N TI O N 8c F I T L O O R N :)Nn� ' " DENOTES CMU WALL SW2A SHEAR W ITH C6x x16GA STUDS @ 2-6 & F T TO 2ND FLOOR. S100 SC :3/32"-1'-0" FO DAT10N AN S: ING ONE SIDE BOLT WITH DENOTES BEARING/SHEAR WALL " DIA EXP. BOLT x3" @ 2'-6"WITH 2 BOLTS EACH END(2 4" EMBED) DENOTES NON BEARING WALL Advance Structural Concepts,LLC. Consulting Engineers 1 . 6" MAT SLAB OVER MIN. 4" WASHED GRAVEL & 10 MIL POLYETHYLENE 10875 Main Street Suite#101 Fairfax, VA 22030 VAPOR BARRIER REINF. W/ f#4@12" O.0 EACH WAY IN CENTER. FLOOR ELEVATION SW3 — LIGHT GAGE SHEAR WALL W C4x 2 x16GA 2'-6" O.0 FIRST TO SECOND ,. ;:.;; Tel.(703) 865-7122 Fax (703) 865-7155 0.00 EQUIVALENT TO DATUM ELEV... PER CIVIL DRAWING FLOOR 26GA SHEATHING ONE SIDE W/ Y"Ox3" EXP. BOLT WITH 2y" EMBED @2'-6" '�-lc,; f webste: wwwadvancest uctural.et WITH 2 BOLTS EACH END -- 2. SOIL BEARING AT BOTTOM OF MAT & TURNDOWN SLAB SHALL 4. COLUMN: FOUNDATION BE MINIMUM 2000 PSF ON ORIGINAL UNDISTURBED SOIL OR COMPACTED s„ C1 = HSSX4 X4 X1s & FIRST STRUCTURAL FILL AND SHALL BE VERIFIED & APPROVED BY THE s '� � SUPERVISING LICENSED GEO-TECHNICAL ENGINEER. C2 = HSSX4X4X/ FLOOR PLAN SET COLUMN C2 AT BOTTOM OF 6" SLAB OVER TURNDOWN. EL. — 6") WITH 3. SHEAR WALL 6" x 10" x 4" COLUMN BASE PLATE & 4 — 4" DIA. x 1 —'6" ANCHOR BOLTS. SW1 — 8" CMU SHEAR WALL W/ 5@16" VERTICAL REINF. & 3—#5 AT EACH CORNER FILLED S100 . 00 SOLID & WITH PEA GRAVEL CONC. (2500 PSI MINIMUM). 5. P1: 8"X24" REINFORCED CMU PIER W/ 8#5 VERT. FILLED SOLID W/ GROUT OR PEA GRAVEL CONCRETE. IISSUE DATE O1 02 03 04 05 O6 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 12/21/21 PERMIT SET + I , 1 , 1 ' I I , 1 + I , I , I I , I , 1 , I , 1 , I , I , I , I , I , I 1 , 1 , I , I f I , i f I + I , I + „ 1 ,+ 4 10 10 10 10' 10 10 10 10 10' 10 10 10 10 10 10 10 10 10 10 10' 10 10 10 10 10 10 10 10 9 —4 4 I 1 I I 1 i I I 1 I I I I 1 1 1 1 I 1 I I I I 1 I I I 1 I I I I I I I I I I I I I I I I 2 1 I 1 I I I I 1 1 I I I I I I I 1 1 I 1 1 1 1 1 I 1 I 1 I 1 I 1 I 1 i 1 I I I1 t 1 1 1 1 I 1 1 I 1 1 I I 1 1 1 I I {1 1 1 I 1 I I I I 1 1 I I I I I I I I I I REVISION DATE . . 9 0'—8" L m 02/14/22 /01® o — D PERMIT RESPONSE #1 aD a a " 180' 35' 75'—8" 8' 2' 8' 2' 8' 2' 8' 1'— 19'-5 1/2" 10 � S501 Face of Girt (Typ) G Q 0Q Face of Girt G0022 3 81 8, 8, 6' C. 6'-5„ p,-5" _ N M \ x 0 a Uncor Pitioned Units T N I � N Entl 2 0 N 2 1 1 Sprinkler —11 19 —4 Unconditio d Units � 3 le #2 Room 138 N 0 2'-0"Pier w1 s 5500 12'-10" '-3 ; „ 8' 2' 8'-0" Door -a) o) s o1 lo LEDGER ET Typ• OET.n Electric AROUND MU s500 3 $W 1 Q�Q SEE SECTI N s5oo s5rt oo 1 Room o v F2 I L w12x22 G`t' in to Ln 3 S500 Ln Ento 1 t I O -4 5500 1 p 0 3 5500 L- 3C11 CSO 9 z J Q' m W $W 1 —W.- m - o S W 3 sw3 c� SW S BELOW BELOW 9'-2" \ E O s5o1 Ele 1 s5oo (D U U) 0) a0 Z3 5' sw1 Sw 1 In U TYP. 2 S1lJDS 4 S500 � 4 `n I O ro O o S500 0 b METAL I ECK I t I t t SEE NO E #2 A R C H I T E C T S 11 10' s 0 o s501 W 3 W m IV10 m 0 TYPICAL BEARING/SHEA WALL PLANNING*ARCHITECTURE `V C6X2 YZ'X16 A 2'-6' •PROPERTY VISIONING o $W 3 1ST FLOOR O D 00 FLOOR&WA L PACED 0 BELOW "gyp @ 10'-0" CY) s SW 3 800 W. Broad St. Suite 400 1 S500 TYPICAL BEARIN SHEAR WALL 5500 BELOW Falls Church, Virginia 22046 6 x 2 J" x 16 CA ® 2'-6" 2 FIRST TO SECON FLOOR, WALL ACED ® 10'-0 ti 5500 703-356-6771 fax: 356-7010 n - 0 Entry 3 0 Un4 onditioned Ui its I H6 H6 --J46 H§ 146 -R6 H6 H5 H6 t HA HF; HA HS HE iC) in Face of Girt (Typ) Face of Girt 1' 8' 2' 2'-0" Pier 2'-0" Pier 2, 8' 2' 8' 1' " 9'-4" 1' " 8' 2' „ 2 8 1 — 8 1 8'-0"Door 8'-0" Door 8?0 Door 8'-0" Door ' ' r ` t ow r� t � Typ. 158 Typ. Typ. 58 Typ. g o 0 ;n + . P N NOTES• # a. r LEGENDS: , .,, 1. TOP OF FLOOR ELEVATION = +10'-6" 1 ' ° � F' SECOND 0 0 R R A M I N G P - T. G�A SHEAR WALL WITH C6x2/ x16GA STUDS 2-6 & FIRST TO 2ND FLOOR. - ' - DENOTES CMU WALL 2. FLOOR CONSTRUCTION SHALL BE 3"-20GA GAL DECK, UNO (MIN. 3 SPANS)W/22" 26GA SHEATHING ONESIDE BOLT TO SLAB WITH%" 1 DENOTES BEARING/SHEAR WALL �01 SCALE: 3/32"=1'-0" CONCRETE REINFORCED W/6-6 W1.4xW1.4 WWF, OR STEEL FIBER (TOTAL 5%"), DIA EXP. BOLT x22 @ 2-6 WITH 2 BOLTS EACH END(2/ EMBED) .> 3. PROVIDE CONT. LEDGER ABOVE TO MASONRY WALLS AS PER STRUCTURAL NOTES UNLESS NOTED ON DENOTES NON BEARING WALL, '-.,y," `--:, Concepts,LLC. SEE ARCH'L ,,��� ' ,:, Advance Structural PLAN. SW3 - LIGHT GAGE SHEAR WALL W/ C4x2Y"x16GA @ 2'-6" O.0 FIRST TO SECOND FLOOR 26 »'` ''``�, Consulting Engineers '; `" ' `� 10875 Main Street Suite#101 L1 -2L's 5"x3-1/2"x5/16" LLV, U.N.O. YY )'t-r "" .sr~ Fairfax, VA 22030 „ SHEATHING ONE SIDE W/ Y Ox2 EXP. BOLT WITH 2Y EMBED @2 —6 WITH 2 BOLTS EACH END f , TeQ703) 865-7122 Fax (703) 865-7155 4. SEE PLAN FOR BEARING WALL STUD SIZE & SPACING. BEARING WALLS SPACED AT 10-0 O.C. MAXIMUM. 'K `-� i�'� e-mail: advancestr®vacoxmaiLcom 5. HEADERS: 8. COLUMN' �V1 T , }?��>+A1. � website: www.advancestructural.net H3-2C6x31/2 x16GA W/2 STUDS EA END, W/6#12 SCREWS AT EA STUD. H4-2C10X3/ X12GA W/3 STUDS EACH END, C 1: HSS4X4X 5" 1 " W/8#12 SCREWS AT EA STUD SECOND FLOOR 11 9. P1: 8 X24 REINFORCED CMU PIER W/ 8#5 VERT. FILLED SOLID W/ GROUT OR PEA GRAVEL � "" -. r FRAMING PLAN H5- 2C8x2 x14GA W/2 STUDS EACH END, W/4#12 SCREWS AT EA STUD. `, ' r' ,� H6- 2C10x2"x14GA W/2 STUDS EACH END, CONCRETE. ... & 8#12 SCREWS AT EA STUD. H7- 2C12x312""x12GA W/3 STUDS EACH END, & 10#12 SCREWS AT EA STUD. BP1 :7'X10"X12" BEAM BEARING PLATE W/ 2 42" DIA.X6" STUDS TACK WELD BEAM TO PLATE. 6. COORDINATES ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 7. SHEAR WALL S101 - 00SW1 - 8" CMU SHEAR WALL W/ 5@16" VERTICAL REINF. & 3-#5 AT EACH CORNER FILLED SOLID & WITH PEA GRAVEL CONC. (2500 PSI MINIMUM). 0 2. ISSUEDATE ` 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 12/ PERMITT SET SET I I I I 1 I I I I I I I I 1 1 I I 1 I I I 1 I I I 1 i I I I 1 4I; 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 1 10' 10' 10' 10' 10' 10' 10' 11 i I I I I I 1 I I I 1 I 1 I I I 1 I 1 I I I I i I I i I 1 I I i I I I I I I i I i II I I I I I I I 1 I I 1 I I I I I I I 1 I i I I I I I I i 1 1 I I I I I I I ( I I I 11 I I I I 1 I I I 1 I 1 I I I I I I I I I I I I i I I I 1 i I I I I I I I I I I 11 I 1 1 I 1 I I I 1 1 I I 1 I 1 I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I II I I 1 I I I I I I I 1 I 1 I f I I I 1 I 1 I 1 1 I I I I I I I I I I II I I I I 1 I 1 I I I I I I I 1 I I I I I 1 I 1 I I I I II I I I I I I I I I I I I I I I I I I I I I I i I I I I PREVISION DATE m 290' m 02/14/22 PERMIT RESPONSE #1 0 0 N U l 180' 35' 75" EXT. WALL SEE ADD'L PURLIN W/ POSTS NOTE #11 s5oo Face of Girt (Typ) Face of Girt (Typ) SW1 " STAIR BELO S501 N O -- ----- ------- ----- ----- ----- — p) `V RI GE . I zti o ADD'L PURLIN W/ POSTS - ----- ----- ----- — - --- - N � �. -- - ----- ----- ----- -- - +_ SW1 -- - -- N � I -LEDGER C-9 ----- ------- ----- yam+ ----- --I-----I-- 14D CMU g 3 Q I I I I SEE ECTION S501 S501 SW1 O 04 hExVA"T (OSTS _ � _ Inv-01 H_ T I_--�- EXT. WALL SEE -- ----- ------- ----- - — - --- - LEDGER Sao NOTE #11 ADD'L PURLIN W/ P - --' --- - - -3 -- -- I I I i I SUB PUR INS AROUND CMU s5o1 `� SEE SECTION I I I Z4x2j"x14 A @ sw1 5' 0' Ln z � ---- ----- ----- -- ---- NSTAIR BELOW •fi -- - $ --- ----- ---- ----- � - - ----- - - ----- ---- - - ------ - ----- -------- ----- I ------ -- -- ------ -- -- ---- --- -- -- -- --- o B LowP --- - -- -- -- ----- � M 3 � I s5o1 �, 3 c° S� I .. FAB C PELA EE !e� fi 5501 -- --- - - -- --- o, AR H NOTE 3 I - RCB1 � 0 35' 1 „D6 I I60' �- N - ---- -- ------ ----- - --- -- - ------ ----- ------ - -- - --- -- - ------ ----- ------ ----- ----- - - -- -- - -- -- -- -- - --- - 11 I - - - — -- - — 3 , n I I �, I I ETAL ROOF I ti� W8x21 3 SLOE N qEE N TE #1 s 1 I ELEVATOR s5o1 --- --- - ----- ---- --- -- -- -------- ----- -------- ----- --- --- -- -- -------- ----- -- -- - ----- ------ - -- - -- - ----- - - ----- ---- - -- - - -- --- 5501 CO — N 10' N Z N 3 N I 13" I12 3I I i I I I NOTE WALL SEE o EXT. ALL SEE ' I - ---�---( LEV. I - s- ---- ----- -- - --- -------- ----- ---- -- - -- -------- ----- -------- ----- -- - ------ ----- -- - -- - --- -- -- I -- --- - -I----1--- ---i- --I----I--- --- -- -- - N -_—__--_ ----- N N T a -- -~ NOTE #8 �—f I I 1 vtr 5501 N o 3 L, 10' o �-' SW U) to � N N C.fl - �--- I ------- ---�-�-- ----- -- ---- -------- ----- -------_ SW3 -- -------- ----- -- - -- - --- ------ - --- - -- --I---- --- - - -- _ 1 SUB PURLINS I I +, I y 2 `` 5' N A SW3 I I s5o1 I I I I 110>— I„ rn '- 0" I 5' I 40 4 I -6 5 - FAB CUPE SEE LE NU 1 DB s5oo "------ 4 W - --__—_ DBL _ Z4x "x14GA - -- "-- ROOF IDGE EAK o 5'-0" I PREFAB C ELA SEE J Z -- "-- - ---_- --- - - EFAB UPE E � BELOW I ( I O I I PICA I I ARCH. SE �ETE #3 W — _—_- CH. SEET _ JAT � � � I I META R00�' I =) I -- -- _— — Z8x16 GA -- —_ �) I - ----- "_-- � --"" - I ( N o � F- I i I I I I ( ARCH I T E C T S S501 SEE �JOTE 1 N PURLIN EACH ----- --- - o ----- -------- ----- -- - -- --- - -- ---I--- ..fi�.-- �.- ----- ----- ------ ----5 ------ ----- ----- ------ -- - ------ DBL ADD'L. Z8X1 GA PU LI � ADD'L. Z8 1 PURLIN 8X14GA P R IN UNDER CU ELA UNDER COPE W/ N UJ N N _ UNDER CUE / 2 12 L -- - �-' ----- --- - - ----- - ---i- -i-- --- N �' �' A (NG•ARCHITECTURE `n I I I SW3 `� - �- WALL C4X2 Y" 14GA @ 5'-0", NN INTERIOR BEA ING/SHEA -------- -- I----�- -- --- --- -- -- --- --- ----- -------- ----- ,. 2GA .PROPERTYVISIONING �- �_-- N N 3 -�-- I FOR 6T0,1 O 20'04X@ 5 01 FOR -�-- I I-- - --- -------- ----- ---- --- -- -- ---- --- ----- -------- ----- M- --- -- -- -------- ----- ------- ----- -------- -- - - - ----- ------ ----- ------ ----- ------ ----- G�— - -- TO ROOF MAX 2ND FLOG W S501 N � R 2 800 W. Broad St. Suite 400 -- S5°0 ------ ----- ------ -- -- - - ----- ------ ----- ------ ----- ------ -- -- -- -- ----- Falls Church, Virginia 22046 I I ( IDGE "� 703-356-6771 fax: 356-7010 u7 V) N N _ Cq -- -- - -- -- -------- -- -- - ------ -- -- ---- --- -- -- -------- -- -- � tit ace of Girt (Typ) 5 EXT. WALL SEE 5 MAIN PURLINS Face of Girt (Typ) `�,�,.�•: s5ao NOTE 1 1 s5oo ADD L PURLIN W/ POSTS Z8x2 "x16GA @ 5'-0" MAX. y ga O LEGENDS: "� + Y o ROOF M I N D A NBEARING/SHEAR DENOTES WALL „ ROO TES: 5. HEADERS: o S102 SCALE:3/32 =1 -0 LL DENOTES NON BEARING WALL H1 -2C6x2%"x16GA ND &4#-12 SCREWS EA STUD 1. ROOF DECK SHALL BE 24 GA STANDING SEAM METAL ROOF OVER s H2-2C8x22"x14GA W/2 STUDS EA END &6#-12 SCREWS EA STUD Z8x2 2 x16GA PURLINS @ 5-0 O.C. TO WITHSTAND LOCAL SNOW&WIND UPLIFT WITH CONCEALED CLIPS & INSTALLED Advance Structural Concepts,LLC. 6. L1 -2L's 5"x3-1/2"x5/16" FOR EACH CMU, MIN. 6" END. ` ; Consulting Engineers STRICTLY AS PER MANUR SPECS. I ° ' ;1 10875 Main Street Suite#101 7. SHEAR WALL Fairfax, VA 22030 2. CO-ORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SW1-8" CMU SHEAR WALL W/5 16"VERTICAL REINF. & 3-#5 AT EACH CORNER FILLED SOLID & �� ,,« � "� ' e email advan est�®vacoxmaii com @ '' ;' : '' website: www.advancestructura1.net SEE ARCH'L FOR ROOF PROFILE, SLOPE DRAINAGE. WITH PEA GRAVEL CONC. 2500 PSI MINIMUM). , . 3. ATTACH CUPOLA W/S5 CLAMPS TO THE STANDING SEAM ROOF INTO DOUBLE 6"-16GA PURLINS 1 „ I, 8. Cl: 2C4x2 2'x12GA STUDS ROOF SW2 - SHEAR WALL WITH C4x2/ x16GA STUDS @ 5-0 & 2ND FLOOR TO ROOF. FRAMING UNDER CUPOLA SUPPLIER SPECS. FRAMING BLOW UP SEE DETAIL ON S-071. 26GA SHEATHING ONE SIDE BOLT TO SLAB WITH 2" DIA EXP. BOLT x32" 9. TYPICAL EXTERIOR WALL BEARING/ SHEAR WALL 5'-0"WITH 2 BOLTS EACH END 1„ PLAN 4. RCB1 DENOTES ROOF CROSS BRACING 1"x16 GA STRAP OVER @ W/ C4x22 x16GA @16 FOR WALL 9-0 TO 14-0 1n n 1 n , n AND UNDER PURLIN. SEE PLAN FOR LOCATION. CONNECT TO EA SW3- LIGHT GAGE SHEAR WALL W/C4x2 2"xl6GA 6-0" O.0 SECOND FLOOR TO ROOF 26GA FULL C4x2-2 x14GA @16 FOR WALL 14-1 TO 18-0 MAX. PURLIN WITH MINIMUM 2 SCREWS. HT. SHEATHING ONE SIDE W/%"Ox�" EXP. BOLT WITH 2 4" EMBED @6-0"WITH 2 BOLTS EACH END C4x22"x12GA @16" FOR WALL 18'-1" TO 20'-0" LONGITUDANAL SHEAR WALL SW3 CONNECTS TO TRAVERSE BEARING/SHEAR WALL TYPICAL. C4x22"x12GA @12" FOR WALL 20'-1" TO 25 MAX. S102 . 00 e - S r - i , , oil I , 01 J N N cV 1. Contractor To Check And Verify All Measurements And Dimensions And Actual Permits And Fees Adjacent 1 PERMIT SET 12/21/21 1 ,' M To Start And Complete Alteration-upon Complefion Of Job. Contractor Is To Supply Owner With A Self Storage' ,' r; N �`' N � , Facility ;' N I 1 �. Certificate Of Occupancy. f ; � c � 2. A Statement Shall Be Filed By The Owner, That The System Of Ventilation Will Be Kept In Continuous ° C o N n. � Ca `� .'� ' w f1 ®. �:. „'..,. _+ . �; 0 ' Operation At All Times During The Normal Occupancy Of Structure As Provided In The ApplicationLU �/ , . ,,; Laws As Filed By The Licensed Professional Engineer Or Other Qualified Person Who Conducted The \, E -'- \ w Test Of The System And Not Until The Statement Of The Owner Is Filed. \, CL 1 Permit 2/14/22 CL Response#1 3. All Plumbing Work Shall Be In Accordance With Requirements Of New York State Plumbing Code \\ �'r' ,' ',` ARCHITECTURAL MECHANICAL 2 Permit 3/2/22 Project location i \� GENERAL A-001 1 COVER SHEET GENERAL M-001 1 MECHANICAL COVER SHEET • Response#2 4. All Water Supplies Shall Be Over The Rim Or Shall Be Provided With Approved Vacuum Breaker For / A-002 2 CODE SHEET PLANS M-101 2 MECHANICAL 1ST FLOOR PLAN 0 APPROVED AS NOTED Water Closet Flush Valves, Etc. J SITE A-010 3 SITE PLAN • M-102 3 MECHANICAL 2ND FLOOR PLAN / DATE: B.P.# 5. All Notes, Dimensions, Details And Job Conditions Are To Be Checked And Verified, Any i / ' A-011 4 SITE DETAILS M-400 4 MECH ENGLARGED PLANS • r` A-030 5 EGRESS PLANS M-700 5 MECHANICAL SCHEDULES FEE: _ _ -y:_ Discrepancy Shall Be Brought To The Attention Of The Architect/engineer Prior To Commencement Of / NOTIFY UILDINC: 1i4�".F11 MC'�T AT I A-040 6 SECURITY M-701 6 MECHANICAL DETAILS 765-1802 8 A'�1 '�i_ •; ;';�" FOR THE / A-041 7 SECURITY PLANS • Work. / , 6. All Required And Necessary Permits Shall Be Secured From All Municipal Agencies Having \, FOLLOWING \\ A-050 8 ADA SHEET I. FOUNDATION - ;,ti0 REOUIRED A-051 9 ADA PLANS ELECTRICAL F(D;3 POURED Jurisdiction At The Cost And Expense Of The Contractor And Prior To Start Of Work And He Shall -f A-060 10 UL LISTING GENERAL E-001 1 ELECTRICAL COVER SHEET 2. RCU3H - FRAVOIG & PLUMBING Obtain Approval Of All Completed Work As Required By New York State Administrative Code And All / A-070 11 WALL TYPES PLANS E-101 2 ELECTRICAL 1ST FLOOR PLAN u. IN"ULATiON Depot Lane ' Middle Rd A-080 12 DOOR SCHEDULES E-102 3 ELECTRICAL 2ND FLOOR PLAN 4- FINAL - CONSTRUCTION MUST Required Agencies. N E�; COMPLETE FC,; C.0 7. Each Contractor Will Be Held Responsible For His Work. The General Contractor Shall Verify All PLANS A-100 13 SLAB PLAN E-400 4 ELEC ENGLARGED PLANS • ALL CONSTRUCTIGII SHALL MEET 1'!aE '� � A-101 14 1ST FLOOR PLAN E-501 5 ELECTRICAL SCHEDULES Dimensions And Conditions At The Buildings And Conditions At The Buildings And Will Be Responsible • RECUiRE�1�EN T S OF THE CODES OF NE�'1! A-102 15 2ND FLOOR PLAN E-502 6 ELECTRICAL SCHEDULES YORK STATE. NOT RESPCNSIBLE FOR For The Joining Of Work Of All Trades. ' (Not to Scale) A-103 16 ROOF PLAN E-503 7 ELEC SCHEDULES & COMPLIANCE • DESIGN OR CONSTRICTION ERRORS. 8. All Materials, Assemblies And Methods Of Construction Not Listed As Controlled Inspections Shall E-601 8 ELEC RISER DIAGRAM 77 Be Subject To Semi-controlled Inspection By The Person Superintending The Construction.Signed a® - ® ® E-602 9 ELEC FIRE ALARM RISER • ELEVATIONS A-200 17 EAST ELEVATION COMPLY WITH ALL CODES O Copies Of All Test And Inspection Reports Shall Be Filed Through The Architect/engineer With The A-201 18 SIDE ELEVATIONS NEW YORK STATE & TOWN COE S tj Department. A/C AIR CONDITIONER GA GAUGE REF REFRIGERATOR A-202 19 WEST ELEVATIONS PLUMBING AS REQUIRED AND CONDITIONS )F 9. Contractor Shall Provide All Shoring, Bracing, Barricades, Temporary Fences, Partitions, And AD ANNO DOMINI GALV GALVANIZED REIN REINFORCING GENERAL P-001 1 PLUMBING COVER SHEET ' S^I!TH��LD T�� AFF ABOVE FINISHED GYP. BD GYPSUM WALL BOARD REQ REQUIRED PLANS P-101 2 PLUMBING 1ST FLOOR PLAN • Excavations, Etc.To Accomplish All Of The Work In Approved Manner, As Per New York State Building FLOOR SECTIONS A-300 20 BUILDING SECTIONS 0 P-102 3 PLUMBING 2ND FLOOR PLAN 0 SOl:?FD!C TOWN P14NNING B RD ALUM ALUMINUM HORIZ HORIZONTAL RO ROUGH OPENING P-103 4 PLUMBING ROOF PLAN 0 - , I, OTEES Code. AVG AVERAGE ID INSIDE DIAMETER SF SQUARE FEET 10. No Drawings To Be Scaled. Dimensions Are To Be Used. BLKG BLOCKING INSUL INSULATION SIM SIMILAR LARGE SCALE A-400 21 ENLARGED PLANS & ELEVATIONS P-400 5 PLUMB ENGLARGED PLANS • ,1 11.The Contractor Or Person Who Supervised Or Superintended The Work Is Required To Be Present At CF CUBIC FEET LAV LAVATORY SPEC SPECIFICATION A-410 22 STORAGE INTERIORS P-500 6 PLUMBING RISERS • PLANS A-410 CJ CONTROL JOINT LF LINEAR FEET STD STANDARD 23 STAIRWELLS P-700 7 PLUMBING SCHEDULES ' Final Inspection With Building Department Inspector. CONCRETE MASONRY LAMINATED VENEER A-411 24 STAIR STEEL &SIGN DETAILS e P-701 8 PLUMBING DETAILS • CMU LVL STL STEEL 12.All Construction Shall Be In Accordance With The Rules And Regulations Of The New York State UNIT LUMBER A-420 25 ELEVATORS p CLR CLEAR MACH MACHINE STRUC STRUCTURAL OCCUPAINC T�+V OR Building Code. COL COLUMN MAX MAXIMUM T&G TONGUE & GROOVE DETAILS A-500 26 PLAN DETAILS 13.All Electric Work To Comply With The National Electric Code Of New York State. CONC CONCRETE MFR MANUFACTURER TEL TELEPHONE A-501 27 SECTION DETAILS 0 USE IS UNLAWFUL 14.The Contractor Shall Upon Completion Of The Work See That The Job Is Broom Swept. CONT CONTINUOUS MIN MINIMUM TOS TOP OF STEEL A-502 28 SECTION DETAILS • • WITHOUT CERTIFICATE D DRYER MISC MISCELLANEOUS TOW TOP OF WALL �� 15.The Architect/engineer Has Not Been Retained To Supervise Any Construction Or Installation For DF DRINKING FOUNTAIN MO MASONRY OPENING TYP TYPICAL ENERGY OF OCCUPANCY Any Equipment. DIA DIAMETER MTL METAL UNO UNLESS NOTED DS DOWNSPOUT NIC NOT IN CONTRACT OTHERWISE ANALYSIS EN-001 1 ENVELOPE SUMMARY • 16.All Wood Blocking Material Is To Be FRT Lumber DWG DRAWING NOM NOMINAL VERT VERTICAL STRUCTURAL EA EACH NTS NOT TO SCALE VIF VERIFY IN FIELD GENERAL S-070 1 TYP. DETAILS &STRUCTURAL NOTES RETAIN STORM WATER RUNOFF S-071 2 TYP. DETAILS & LOAD SCHEDULE � PURSUANT T4 CHAPTER 236 ELEV ELEVATION OC ON CENTER W WASHER EQ EQUAL OD OUTSIDE DIAMETER WH WATER HEATER S-072 3 TYP. DETAILS OF THE TOWN CODE. EXT EXTERIOR P. LAM PLASTIC LAMINATE WP WATERPROOF S-073 4 SPECIAL INSPECTIONS • FD FLOOR DRAIN PLYWD PLYWOOD W/ WITH PLANS S-100 5 �[_�CTFi10�°.E. FOUNDATION & 1ST FLOOR PLAN a)• � FL FLOOR PREFAB PREFABRICATED W/OUT WITH OUT S-101 6 ISECOND FLOOR FRAMING PLAN Ia�4S�F"C-i'IB'J 4 � �Jj'"+L. � FND FOUNDATION PTD PAINTED WWM WELDED WIRE MESH S-102 7 ROOF FRAMING PLAN ,G FTG FOOTING RD ROOF DRAIN SECTIONS S-500 8 SECTIONS 0 �O ; ,.. - SECTIONS • TCUSS Pi_AC.AirJING F1 EQs 1: CD 8 The proposed North Forty: Self Storage building is required to be evaluated for Proposed 2 Story Self Storage Facility. Building To Be Fully Sprinklered Type II-B A j'®�� o emergency responder radio coverage as outlined in Section 510 of the 2020 NYS Fire Construction. Permitted Restrooms to be installed per County of Suffolk FIRE I SPRY' RE0UV7_1,ED EEF0R8 U U Code. Building owners and designers must take the necessary steps for the testing, Department of Health Services Reference # C-20-0011. responder radios stem prior to OPENING O U design and installation c►f any required emergency Y P Reference Approved Preliminary Site Plan Layout S.C.T.M. 1000-096.01-001.3 the issuance of a CO. � Bloom*cr door •� and ductwork. o testing required. ° Must provide Manuals To The Best Of My Knowledge, Belief And Professional Judgement, These Plans � o 0 �- �- And Specifications Are In Compliance With The 2020 Energy Conservation D, 3 and S per U NYS Energyy Code Z � o �'/ \v \✓ \/ � \� \/ �/ v �\� Code Of New York State. DO NOT PROCEED WITH FRAMING UNTIL SURVEY., , OF FOUNDATION LOCATION j , HAS BEEN APPROVED. : A separate application ifor the installation of the Sprinkler System and Monitor OWNER ARCHITECT ... compliant with all applicable building codes will be submitted to the Fire Marshal by North Fork Self Storage, LLC bwdarchitects, inc. • .,, ';, .A „ . Marc Slayton, Goodfriend Storage PLUMBER CERTIFICATION James Dankovich, RA ' ..-..- the design/build contractor for approval. Proposed automatic sprinkler system will l 137 Riverside Dr, #6B am West Broad St., Suite 40o ON LEAD CONTENT BEFORE ECTURE have control valves electrically supervised by a listed fire alarm control unit per 2020 New York City, NY 10024 Falls Church,Virginia 22046 CERTIFICATE OF OCCUPANCY PLANNING TY VISIONING ` CONTACT: CONTACT: *PROPERTY VISIONING SOLDER USED IN WATER NYSFC 903.4. Any signal from the supervised valves to be received by an approved PHONE: 917-526-2242 PHONE: 703-356-6771 SUPPLY SYSTEM CANNOT 800 W. Broad St.Suite 400 f/ supervising station or shall sound an audible signal at a constantly attended location l EXCEED 2110 OF 1% LEAD. Falls Church, Virginia 22046 ` per 2020 NYSFC 903.4.1. STRUCTURAL ENGINEER E M & P ENGINEER 703-356-6771 fax: 356-7010 ASC Summit Engineers, Inc. PLUMBING �\ John Levermore Kenneth Cantwell, P.E. ALL PLV,13ING WASTE n 10875 Main St., Suite 101 5307 Lee Highway &WATER LINES NEED E n�ey TESTING BEF08E COVERING D r,� �0 OL �O �� /� r' Fairfax,VA 22003 Arlington VA 22207 --� CONTACT: Suresh Baral CONTACT: Ken Cantwell PHONE: 703-865-7122 PHONE: 703-533-5593 =' z Fire separation CIVIL ENGINEER required as per '-� 4054°' A Surveying and Land Planning NYS Code F NE`N Kenneth H. Beckman, L.S. ©BWD TS Ltd.2021 1814 Middle Country Road, Suite D Ridge, N.Y. 11961 CONTACT: Kenneth H. Beckman COVER SHEET PHONE: 631-345-9427 D IL , ES t:IUAa VG C?FPi. A-001 All exterior lighting 1 OF 28 installed,replaced or 0 � n r to Chapter 172 of the Town Code 17 11 M10 , 1 PERMIT SET 12 • t , S r, CHAPTER SECTION CODE REQUIREMENT PROPOSED BUILDING COMPLIANCE CHAPTER SECTION CODE REQUIREMENT PROPOSED BUILDING M CO A SINGLE 2 STORY NEW SELF STORAGE FACILITY. BUILDING TO HAVE NON-RATED BEARING STUD WALLS,STEEL COLUMNS AND STEEL BEAMS — PLIANCE SUPPORTING A NON COMPOSITE METAL FLOOR DECK WITH CONCRETE FILL AND INSULATED METAL STANDING SEAM ROOF. EXTERIOR SKIN WILL BE TABLE 1004.5 - MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT METAL STUDS WITH SHEATHING, INSULATION AND SIDING. BUILDING WILL BE FULLY SPRINKELED AND TYPE II-B CONSTRUCTION, BUILDINGS AND STRUCTURES TO BE ERECTED FUNCTION OF SPACE OCCUPANT LOAD (SQFT) PROPOSED OCCUPANT LOAD SHALL BE CLASSIFIED IN ONE OF FIVE WAREHOUSE 500 GROSS WAREHOUSE: 108 OCCUPANTS OMP - CONSTRUCTION TYPES DEFINED IN SECTION COMPLIES, SEE A 030 . i 602.2 AND 602.5. THE BUILDING ELEMENTS TOTAL OCCUPANT LOAD = 108 1 1 Permit 2/ :. . � -602.1 GENERAL SHALL HAVE A FIR RESISTANCE RATING NOT CONSTRUCTION TYPE II B COMPLIES, SEE AXXX _ -77 -^�- u:,,W: � ... -: .- = ° _ . _,�� ; ;.y �s . , Response#1 •BUILDING: 2020 BC OF NYS ADOPTS IBC 2018 •ENERGY CODE:2020 ECC OF NYS ADOPTS IECC 2018 LESS THAN THAT SPECIFIED IN TABLE 601 AND STAIRWAYS -0.3 STAIR =48" PROVIDED -MECHANICAL: 2020 MECHANICAL CODE OF NYS ADOPTS IMC 2018 / L'�A ;�62�F,l�EL� CZf? bF` `S TD�P"fS IfSs�2618 EXTERIOR WALLS SHALL HAVE A FIRE 1005.3 REQUIRED CAPACITY BASED COMPLIES, SEE A-410, / ON OCCUPANT LOAD DOORS = 36" PROVIDED �Pt BI 'fib PtU E�F J�4 P� 18 ACCESSIBILITY STANDARDS: ICC/ANSI Al 17.1-2009 1 RESISTANCE RATING NOT LESS THAN THAT OTHER COMPONENTS -0.2 A-411, A-100s • i SPECIFIED IN TABLE 602. CORRIDORS = 60"PROVIDED •ELECTRICAL: 2017 National Electric Code of NYS /� /������ ^ ^ f / IN ORDER TO BE CONSIDERED PART TABLE 601 - FIRE-RESISTANT RATING REQUIREMENTS FOR BUILDING ELEMENTS OF AN ACCESSIBLE MEANS OF Z EGRESS, A STAIRWAY BETWEEN IST'FLOOR -S-1 (SM) 52500 SF 26848 SF 0 BUILDING ELEMENTS TYPE II B - REQUIRED PROPOSED STORIES SHALL HAVE A CLEAR WIDTH 2ND FLOOR -_S-1 (SM) 52500 SF 27089 SF F.- PRIMARY STRUCTURAL FRAME 0 HR 0 HR OF 48"MIN. BETWEEN HANDRAILS. TOTAL BUIL DING AREA PER BUILDING CODE = 105000 SF 53937 SF PROJECT COMPLIES � BEARING WALLS 1009.3 STAIRWAYS 48"CLEAR WIDTH PROVIDED COMPLIES,SEE -410 & 0 HR 0 H R A-411 a Z EXTERIOR EXCEPTION 1:THE CLEAR WIDTH OF �� >• • ® s e � 48 INCHES BETWEEN HANDRAILS IS Q INTERIOR 0 HR 0 HR BUILDING HEIGHT ABOVE GRADE PLANE 75'-0" FT 35'-0" FT SEE CALCULATIONS BELOW U NOT REQUIRED IN BUILDINGS NUMBER OF STORIES ABOVE GRACE PLANE 3 2 SEE CALCULATIONS BELOW U. NON BEARING WALLS & PART. 0 HR 0 HR COMPLIES, SEE A-XXX EQUIPPED THROUGHOUT WITH AN O INTERIOR AUTOMATIC SPRINKLER SYSTEM H W FLOOR CONSTRUCTION & 0 HR 0 HR PROJECTIONS INTO THE CLEAR SECONDARY MEMBERS OPENING WIDTH BETWEEN 34 INCHES 1010.1.1.1 PROJECTIONS INTO DOORS PROVIDED MEET OUTLINED ROOF CONSTRUCTION & 0 HR 0 HR CLEAR WIDTH AND 80 INCHES ABOVE THE FLOOR CODE REQUIREMENTS COMPLIES, SEE A-080 SECONDARY MEMBERS OR GROUND SHALL NOT EXCEED 4 r „ ,, . INCHES Q _..�� . TABLE 602 - FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION LANDINGS SHALL HAVE A WIDTH NOT _CHAPTER SECTION CODE REQUIREMENT PROPOSED BUILDING COMPLIANCE DISTANCE LESS THAN THE WIDTH OF THE STAIR U FIRE SEPARATION TYPE / OCCUPANCY PROPOSED WAY OR THE DOOR, WHICHEVER IS GREATER. Z Q THE USE OF A BUILDING OR STRUCTURE, OR A X FEET IIB /S-1 CL. MAIN OCCUPANCY DOORS IN THE FULLY OPEN POSITION 311.2 STORAGE GROUP -S-1 PART THEREOF, FOR STORAGE THAT IS NOT COMPLIES,SEE A-002 X<5 2 HR N/A U CLASSIFIEDAS A HAZARDOUS RDOUS OCCUPANCY. GROUP S-1 COMPLIES, SEE A-010 SHALL NOT REDUCE A REQUIRED U 5!5X<10 1 HR N/A DIMENSION BY MORE THAN 7 INCHES. O 105X<30 0 HR NIA DOOR�orSLANDING SERVES AN WHEN PROVIDED MEET OUTLINED COMPLIES, SEE -410 & CODE REQUIREMENTS A-411 OCCUPANT LOAD OF 50 OR MORE, TABLE 504.3 ALLOWABLE BUILDING HEIGHTS IN FEET ABOVE GRADE PLANE CHAPTER SECTION CODE REQUIREMENT PROPOSED BUILDING COMPLIANCE DOORS IN ANY POSITION SHALL NOT -. �. E THAN H OCCUPANCY GROUP: S-1 CONSTRUCTION TYPE: II-B SPRINKLED: YES FEET= 75 FT PARAPETS-(SNOT REQUIRED BECAUSE _�_-J 4� Ji � � ONE HALF ITS REQUIRED WIDTH a TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE /A u� 705.11 PARAPETS EXTERIOR WALLS ARE NOT REQUIRED TO BE N/A N Q W _77 LANDINGS SHALL HAVE A LENGTH Z OCCUPANCY GROUP:S-1 CONSTRUCTION TYPE: II-B SPRINKLED: YES STORIES =3 MEASURE IN THE DIRECTION OF a TABLE 706.4 FIRE WALL RESISTANCE RATINGS TRAVEL NOT LESS THAN 44 INCHES a TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET GROUP REQUIRED RATING PROPOSED RATING COMPLIANCE OCCUPANCY GROUP:S-1 CONSTRUCTION TYPE: II-B SPRINKLED: YES SF = 52,500 SF L- S-1 N/A N/A N/A INTERIOR STAIRWAY O C9 p ��.�� ., �, .,.�._..., EGRESS DOO S SHALL BE OPENABLE �+— = EVERY BUILDING SHALL ADJOIN OR HAVE F= TABLE 707.3.10 FIRE RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES FROM BOTH SIDES WITHOUT THE USE O ACCESS TO A PUBLIC WAY TO RECEIVE AN LU GROUP REQUIRED RATING PROPOSED RATING COMPLIANCE OF A KEY OR SPECIAL KNOWLEDGE Z AREA FACTOR INCREASE BASED ON O OR EFFORT. p FRONTAGE. §506.3.1 ... A BUILDING SHALL S-1 3 N/A N/A ry —' HAVE NO LESS THAN 25% OF ITS PERIMETER - - Uj m iw ON A PUBLIC WAY OR SPACE §506.3.2 ... Y FT ENCLOSURES SHALL HAVE A FIRE O EXCEPTION 3: IN STAIRWAYS SERVING DOORS PROVIDED MEET OUTLINED —� §506.3 FRONTAGE INCREASE THE PUBLIC WAY OR OPEN SPACE If= [F/P-0.25]W/30 NO INCREASE TAKEN 0 W 1010.1.9.12 STAIRWAY DOORS NOT MORE THAN FOUR STORIES, COMPLIES, SEE A-080 RESISTANCE RATING OF NOT LESS THAN 2 u.. CODE REQUIREMENTS ADJACENT TO THE BUILDING PERIMETER h 713.4 FIRE RESISTANCE RATING HOURS WHERE CONNECTING FOUR STORIES 1 HR ELEVATOR &STAIR COMPLIES, SEE A-400s O DOORS ARE PERMITTED TO BE LU SHALL HAVE A MINIMUM DISTANCE (W) OF p SHAFTS vn LOCKED FROM THE SIDE OPPOSITE Or Z OR MORE, AND NOT LESS THAN 1 HOUR cY oil 20 FT. WHERE THE VALUE OF W IS GREATER Z Z THE EGRESS SIDE, PROVIDED THEY ARE o O LU WHERECONNECTING LESS THAN 4 STORIES THAN 30 FT. A VALUE OF 30 FT. SHALL BE WVIMill LU OPENABLE FROM THE EGRESS SIDE � Ui USED IN CALCULATING THE BUILDING AREA ✓TI' INCREASE BASED ON FRONTAGE — � — AND CAPABLE OF BEING UNLOCKED } TABLE 716.1 2 OPENING FIRE PROTECTION ASSEMBLIES C; SIMULTANEOUSLY WITHOUT U Z UNLATCHING UPON A S J DOOR d TYPE OF ASSEMBLY REQUIRED WALL ASSEMBLY MINIMUM FIRE PROPOSED DOOR RATING COMPLIANCE 0SHAFT WALLS 1 HR 1HR 1 HR COMPLIES SEE A-0 70 STAIRWAYS SHALL HAVE A MINIMUM S HEADROOM TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS SPRINKLERED O CLEARANCE OF 80 LUT 1011.3 HEADROOM INCHES MEASURED VERTICALLY FROM STAIRS PROVIDED MEET OUTLINED COMPLIES, SEE A-410 & i A LINE CONNECTING THE EDGE OF CODE REQUIREMENTS A-411 0 C, -F— Z CORRIDORS, THE NOSINGS � Q INTERIOR EXIT STAIRS AND LL GROUP ROOMS& PROPOSED CLASS COMPLIANCE {}• ,: Z EXIT PASSAGEWAYS ENCLOSED SPACES � C THERE SHALL BE A FLOOR OR (/) ap S C C B COMPLIES, SEE A-400 LANDINGHE TOP AND BOTTOM a OF EACH STAIRWAY CHAPTER SECTION CODE REQUIREMENT PROPOSED BUILDING COMPLIANCE L E AN AUTOMATIC SPRINKLER SYSTEM SHALL BE THE WIDTH OF LANDINGS SHALL NOT 0 EBE LESS THAN THE WIDTH OF THE � C vs PROVIDED THROUGHOUT ALL BUILDINGS STAIRS PROVIDED MEET OUTLINED COMPLIES, SEE A-410 & C. CONTAINING A GROUP S-1 OCCUPANCY 1011.E STAIRWAY LANDINGS STAIRWAY THEY SERVED. CODE REQUIREMENTS A-411 z Lr H WHERE ONE OF THE FOLLOWING CONDITIONS EVERY LANDING SHALL HAVE A H EXISTS: / ✓ �� ✓ MINIMUM DEPTH MEASURED Z -FIRE AREA EXCEEDS 12,000 SF (� TYPE 13 SPRINKLER SYSTEM PERPENDICULAR TO THE DIRECTION U -FIRE AREA IS MORE THAN 3 STORIES ABOVE. WILL BE PROVIDED AS PER OMPLIES, SEE OF TRAVEL EQUAL TO THE WIDTH OF U 903. 2.9 GROUP S-1 IBC & NFPA SP NKLER SUBMISSION THE STAIRWAY OR 48"WHCHEVER IS GRADE PLANE / REQUIREMENTS UNDER A (BY OTHERS) LESS. O -COMBINED FIRE AREA OF ALL FLOORS / SEPARATE APPLICATION w EXCEEDS 24,000SF 1 J A FLIGHT OF STAIRS SHALL NOT HAVE STAIRS PROVIDED MEET OUTLINED COMPLIES,SEE A-410 & 1011.8 VERTICAL RISE A VERTICAL RISE GREATER THAN 12' CODE REQUIREMENTS A-411 U. -OCCUPANCY USED FOR STORAGE OF `" BETWEEN FLOOR LEVEL OR LANDINGS o; UPHOLSTERED FURNITURE OR MATTRESSES EXCEEDS 2,500SF IN BUILDINGS FOUR OR MORE STORIES PLANNING•ARCHITEC 1011.12 STAIRWAY TO ROOF ABOVE GRADE PLANE, ON STAIR N/A COMPLIES, SEE A-411 -PROPERTY VISIONII, SHALL EXTEND TO THE ROOF SURFACE 800 W. Broad St.Suite HANDRAIL HEIGHT, MEASURED ABOVE Falls Church, Virginia THE STAIR TREAD NOSINGS,SHALL BE HANDRAILS PROVIDED MEET COMPLIES, SEE A-410 & 703-356-6771 fax: 356- 1014.2 HEIGHT NOT LESS THAN 34 INCHES AND NOT OUTLINED CODE REQUIREMENTS A-411 — MORE THAN 38 INCHES � ED AR� HANDRAILS WITH A CIRCULAR CROSS r' < A/VKO 1014.3.1 TYPE I SECTION SHALL HAVE AN OUTSIDE HANDRAILS PROVIDED MEET COMPLIES,SEE A-410 & 4 G� DIAMETER OF AT LEAST 1 1/4 INCHES OUTLINED CODE REQUIREMENTS A-411 AND NOT GREATER THAN 2 INCHES WHERE HANDRAILS ARE NOT ��� 1054� y0e CONTINUOUS BETWEEN FLIGHTS,THE OP NG-�N HANDRAILS SHALL EXTEND ©8WD ARCHITECTS Ltd.20 1014.6 HANDRAIL EXTENSIONS HORIZONTALLY AT LEAST 12 INCHES HANDRAILS PROVIDED MEET COMPLIES, SEE A-410 BEYOND THE TOP RISER AND OUTLINED CODE REQUIREMENTS & A-411 NTINUE TO SLOPE FOR THE DEPTH OFOONE READ BEYOND THE BOTTOM CODE SHE[ RISER A-002 2 OF 28 O 1 PERMIT SET 12/21/21 Corporate Road /,-A 0 New Chain Link • I Fence Meets Existing Chain Link o M 1 Permit 2/14/22 Response#1 Fence at Property °�� . , ���� � 2 Permit 3/2/22 ( Line �',° �° l Res onse#2 KeYP r. Ot.oe Reba( 4 L°p ` ^.� &Cap `V i 'Pod 3� •08 • b F�GS� • 0. do \\, ? x'°S6 ? �00, Existing Fire Hydrant Existing Gates and Fencing to Remain Oq'.84 (Approx Location) \� W x. �N g33s'r E Op o v. q3 � X 40.7 1 7 430 2q 3/k\ O r.6`00 �\ V a- w 111, rExisting Warehouse Building @ , 4 3;X42 , / °. 9's Neighboring Property .S . j a /// �a 2 k4j,? , o °n6 p` \3S A,315 Commerce Dr. / J`Je ° `!' 10'rn n GpI X42 —_ Ke�S \ /p '/ Od /JLJ/ �l A 4°004 q0 9 GpY�ad U <p\Gl' o, o •9, / \41�1 � Op \pA .-\ - k EXiSting � a ' k ' ) `gi <o6 r-� �J Carport oe Foc0". I I l I a / \ � � New Drywells Below, TYP �l `— °"s <G P Q/.- A2 44 6 / °o - A v af°c4 � U l i °oe3o �- a �a �, I I I ,. New Chain Link Fence r4 \b rs`sf Qy = I Meets Existing Chain Link �/ w / _ °�w/'� �✓ Mu�lchee��rea�� A -PrO � <p ,/ Fence at Property Line 1 / o v � I � �✓Al /9J �� ?-,yaA Ridge One A°o• w \ ry \ /> qs.�6 �i // 1 80r-On 35r-On 7 ��(i' S � Toper Goo. R\A /��F/ � y// L.P. / / �--- x 9e . 5\// // / °� .0 a 9Sp I LU a .000, x / //j /� S / �J /Protection �dj "�aJ F! I I!. I c� w w (\ \ /' X SP Ge e\A� Corn e N �} I I ° I N I 0��♦� 0 1 ol ./ '(463 //42`L�/ 7 O 1 Q YO -•- O "J O C01. s o V m O S ' ►. �0�11 M l / 1 - / I � J ;' Enrne a r s Entrance:o �r / ^ a r b x �ti / Y I 1' ]{ i 00 ,, '0 o / O r � / 3 Spaces Al / a . it � ) 9 0 1 y - H 0 FD I m 0, � I w ( F ....Hs --a f-- Exit ; o ° >' N r- n\ . N \ sy ° r �J �i 11 S klr Wat�r Ll 33 .F. O I +�- 125 4 = 0: b / Ts� ° ` r � - 1 p r h moo ZZ o r ,r� °°Fiti `` r3\y m SeeiPlu 20-b_�\\ /Q�/s m ?JF! \ o - -: --- W _I N 4 ) Flec i WateriV, e,o.s -+- 25'-0" 8 Spaces 7 \ N ,q r See vl I 1 a age Line FRrT1 Electricli'ine v m w I Rage 1ne 1 I O O v - 1 7• 3 3 v 1 ADA Bathrooms 2 -Tr, r v Q Q c � I U w o � wEntrance U `\ 1 -1-- i7 � 1 —2 Empty I"Conduits for Security System J Run to Exist. r I 1 Security Pane at Exist Office I x = u ty e _ o osed Full/ Sarink�ered 2 to _ o a a EXi -- .F�ii- IL> -"` `_<.- i� I / u See Civil 0 U O Q� M r ��1 • • Sanitary 4lne, I -+— c M 3 a , co r_ ,y Mni Storage Bldg on Slab See Plurdb 3 °�eo N / KMj I (�- > x4s Co 26,900 S.F. STORAGE PER FLR 11 0 O /00 a W 53,800 GSF STORAGE W ' �' Condenser Units see Mech, F.F. EL. 42.6 ',0" I L G aD "r For Mounting Ref Detail on A502 Downspouts Typ 1 of 21 w/Bollard osy f -0 /2" ❑ - E 05 C To sr -- y�gD{}a gyp_———_— — ————— Protection,2 Bollards per DS Typ p——. —, _ _ 0 a F r CC o C Connect t r r n le r r Civil F Co ec to Unde ou d ade s e Ci / O / 4 r 9 O J :.... , . had n t 1 � E tran e :::.»;:::`.::::::,...:'::::;. ::::�:': ::�::::. -`�,::."` r r r L X S i Indic es Exteror Acce s Storage� ni Uti' U O P Ease m O 3 P '(42.5) .. O )42.5) �f�(42.5) J° P(42.5 r46 1 TI osys ,'`�� °rm �'��, �, ,°� __,� s = °� y� /'' �% , x41d l ;'ogd3 Existing Self Storage Buildings 4 o / \ y ? '(�j-� o o lT�sf a� // F/ 0 0 i _ 6 . 100'- " / IQ t1 /p28 �i /4>9�F/ 0'-0"' / N \- �`�l �//�9 a 9J ` �--\�- � a TM I� 50 Commerce Dr. 0 _ I 17 S aces f N MI5. ��•, _ a2 7 Prop. soh.Curb (42.5� - _ - — - J2. 5 p P,a2s ( O P(42 ) 3 --- P 42.5) i P 4 O Tw(a2.5) -- - -- Tw(42.5) I I Pavement Re riping at I � 290 -0 - ` do ° New Parkin kj Spaces a� I I a U a eB Te Exist, -, w ec'si� wOoWine i PLANNING-ARCHITECTURE I a *PROPERTY VISIONING F e° x4%s N M 800 W. Broad St.Suite 400 3 M i • Pnc3 I u m v v ..+ 0.6' �. x46a c 100' Wide Buffer I 100' Buffer Falls Church, Virginia 22046 o I i 703-356-6771 fax: 356-7010 n 1N • 3 i Existing Fire Hydran p (Approx Location) o ' j' R R • C o \\` X460 d Ep o� 2a`1 pgN�cy�� '°lam • x42, I 1 X416 X43q \ Q G° Q 00 I 3 Co c.Headwall nv.38.82 / 1 � Tc 48.70 'Up#406 R=5669�58' Stop Line Ep 47.74 Ep 47,60 _ Guard Rail ��/ _ EP 46.59 A Bc 47.84 ------ Ep 47.31 Ep 47.05 Ep 47.73 i Ep 46.96 Ep 46.78- Ep 46.58 '9 ^O 5 9�.9p While line � ".� +peDi c EVv 4 --- 0 7 � Brolen while Line #g v� r v "� ` �i ©B S Ltd.2021 Middle Road �� s� (T� Architectural Site Plan SITE PLAN A-010 Scale: 1 " = 30'-0' A-01 0 NOTE: 3 OF 28 THIS PLAN IS FOR ORIENTATION ONLY. SEE APPROVED SITE PLAN FOR ALL DIMENSIONS & GRADING, ETC. 0 100 200 FT' � ;: } TAB:R(" 1 PERMIT SET 12/21/2 Al 1 Permit 2/14/22 Response#1 Qo YELLOW PLASTIC BOLLARD COVER W/WORM SCREW a° COLLARS 6"0 STEEL PIPE FILLED W/CONCRETE v° ASPHALT DRIVEWAY °v av ° °v a° av °v a °v av o °o CONCRETE NECKLACE a° vo a M v av v° av °v av 1'-4" 0 V) (�_4 TYPICAL BOLLARD �-- A-011 Scale: 1" = 1 '-0" A ceo eo / M _V ..� 0, SECURITY GATE NOTE: All security gates giving access to the fire department/ emergency services shall comply with NYS Fire Code 503.6 and / Appendix D 103.5. Where security gates are installed, they shall have an approved means of emergency operation. The U ? Z security gates and the emergency operation shall be maintained operational at all times. Electric gate operators, where lJ J j provided, shall be listed in accordance with UL 325. Gates intended for automatic operation shall be designed, \ 0) D > constructed and installed to comply with the requirements of ASTM F2200. ' �.,� N 0 o / � vU O U — 1 5/8"Top Rail V U � 15-0" (fire Gates) O O 16'-0" (ENTRY GATES) 010'-0" E 4 Double Swing Gate �` 2" Line Posts -� OO U c Tension Wire z � Xx @ 18"O.C. MI aI �o PLANNING-ARCHITECTURE -PROPERTY VISIONING 800 W. Broad St.Suite 400 Falls Church, Virginia 22046 703-356-6771 fax: 356-7010 Vinyl Line Dirmed 2"Vinyl Coa ted �E ated Structural Pipe 2.20lbs. Per Foot, Black, With pq �c'yi E Gate Stop Cap � �� pGf<�\�� Terminal Posts: 2-1/2"Vinyl Coated Structural Pipe, 2.78 Lbs. Per Foot Bracing:Terminal Posts Shall Be Braced To The Nearest Line Post With 1-5/8"O.d. vinyl Coated Structural Pipe. Tension Wire: 9ga. Smooth Wire Vinyl Coated Tension Wire Attached To The Bottom Of The Fence Fabric With 9ga. Aluminum Hog Ring �q7 050' yOQ Spaced 18"On Center. Fittings:Vinyl Coated In All Areas F NEB Post Spacing 10' On Center Height-6'0" /'--\ \ \ \ / '� / ©BWD ARCHITECTS Ltd.2021 Color-Black /� �/ ✓ \/ ✓ \/ \ Opacity- Min. 95% Opacity Required I 1 Site Details 3 VINYL DIPPED CHAIN LINK FENCE GATE 2 VINYL DIPPED CHAIN LINK FENCE 1 1 NOT USED _ A-011 Scale: 1/2" = 1 '-0" A-011 Scale: 1/2" = 1 '-0" A-011 Scale: NTS 1 A-01 1 \ 1 4 OF 28 0_ 'i O A �� �' • ' �' +• ins SEE CODE COMPLIANCE SHEET FOR FURTHER DETAIL S-1 1 PERMIT SET 12/21/21 MODERATE-HAZARD STORAGE FIRST FLOOR 26,900 SF SECOND FLOOR 26,900 SF . 01 m 1 Permit 2/14/22 OCCUPANT LOAD PER TABLE 1004.1.2 f Response#1 NET FLOOR AREA: 500 (FLOOR AREA PER OCCUPANT) 2 Permit 3/2/22 r F 1J'e[li Abh:e 'E— (WAREHOUSE OCCUPANCY II • •�,� esponse 2 FIRST FLOOR 26,900 SF : 500= 54 -� - SECOND FLOOR 26,900 SF : 500 = 54 TOTAL BUILDING OCCUPANT LOAD: 108 OCCUPANCY EGRESS OCCUPANTS INCHES PER WIDTH (INCHES WIDTH (INCHES) NOTE p. � , $51a NG� I LOAD COMPONENT SERVED OCCUPANT REQUIRED PROVIDED -3'D GONP�O\SAP1 I TABLE 1004.1.2 SECTION 1005.3.1 & 1005.3.2 J �\P MAX TRAVEL DISTANCE= 250' PER TABLE 1017.2 & DEAD ENDS MAX. 50 FT PER SECTION 1020.4 �� -�— — ••—�—• ••�• • O�•.l•�5 ,• FIRST FLOOR 54 PER FLOOR S * tl AISLE 27 0.20 36 PER 1029.9.1 60 COMPLIES �JI S-1-STORAGE 54 DOOR SLIDER 27 0.20 32 PER 1010.1.1 96 COMPLIES : j 0 DOOR SWING 27 0.20 32 PER 1010.1.1 36 COMPLIES pVERAbb SECOND FLOOR 54 PER FLOOR a DOOR DIAGONAL DISTANCE * COMPLIES �iLL AISLE 27 0.20 36 PER 1029.9.1 60 COMPLIES THEREFORE S-1-STORAGE 54 DOOR SWING 27 0.20 32 PER 1010.1.1 36 COMPLIES � • , I STAIR #1 27 0.30 44 PER 1009.3 & 1011.2 48 COMPLIES �I �I \I G O O \y �� �u�� ��~ u��- _ _ N STAIR #2 27 0.30 44 PER 1009.3 & 101 1.2 48 COMPLIES I NOTES: I I B 1. AISLES ARE SERVED BY TWO EXITS IN OPPOSITE DIRECTIONS. I j 2. OCCUPANT LOAD FOR AISLE DESIGN IS THE NUMBER OF OCCUPANT LOAD PER FLOOR DIVIDED IN HALF O . �► Q ' ' _ O r Q Z OO OO f0 O O UO O OO OO v --� ( O © y`e'1 �`U1 J`'�. BUILDING UNIT MAXIMUM FLOOR # UNITS #UNITS BUILDING AREA CLASSIFICATION AREA PER UNIT REQ'D PROVIDED 1 ST FLR-STORAGE 26,900 4-A 6000 1 4 —" - � 2ND FLR 26,900 4-A 6000 4 5 MOST REMOTE PLACE_ NOTES: 200'-0" 1. CABINET TO BE IDENTIFIED IN COMPLIANCE WITH NYSBC 2020-905.7(1) 2 EGRESS 2ND FLR PLAN- 2. CABINETS TO BE LOCATED AS SHOWN ON PLANS IN COMPLIANCE WITH NYSBC �-00 Scale: 1 /16" - 1 '-0" 2020-906.3(1), NO GREATER TRAVEL DISTANCE THAN 75' BETWEEN EXTINGUISHERS — 3. FIRE EXTINGUISHERS TO BE IN COMPLIANCE WITH NYSBC 2020-TABLE 906.3(1), N MODERATE HAZARD OCCUPANCY 1 O 0 � N U � z J0 Qj c 00 O t o0 1 1 00 0 FE 00 15 3 O\S ILL E 0 P Z .o O o 00 1 1 1 1 1 1 n o , , OJ`�P 1 1 1 no 10 1 ..� .. ..�•. \\�x \ \ IV \ \\\ : \\\• \. \\.\ \\\ \\.\\ \ \\\\ .\ EQ \ \\\ \.\ \\ \\\\ \\ \' \;\. '� �. \ '\ :\. .�„\, \' :�� •\. :.�•�\ .�` \; ;: �, ERA .\�<:�' : •,� `��� \, �;''\` \ ���\ :\\ ,\ \\ \ ,\ , \\,.,\.....'.. ..ANC .\ ,� •'\ `�\\\, �, \ \\\.\ \\\\ \\\\ \\\ �. \ \\ \, c,ONA \.\ S \\�t \' \ \\'. \\. . \ ' .DOOR pIA COMY'L1E \_ \ \`' °� EREFCORE I .. H t, . z �` �` � n PLANNING-PROPERTY VISIONING o I n � FEE I ® p _S2_....�_.eM_.....�—, . —,. ��. .��.. . — .•..��..�_...._—� ° 0 W. Broad St. Suite 400 Q 0 O O --- ------- ------ — --- ——— —————————————————————————————————— _ o Church, Virginia 22046 ----- --------- -------- I ... Falls 0 703-356-6771 fax:356-7010 \ \ , 0�0 •`ram- •ti ®:...... .� .,��,. ., U �. . ,, �.. .,�� ��..•• _ �,7J �— ---------------- --------------�.— _ ED AA p 0®n MOST REMOTE PLACE_ ® C? G�E ANi� \ o \: KIN FE A, NR \ \. \� \ \ \ \ \\, \`\' \< \ \ \ \ �. 54 >, \ \\ \. \ �:. b architects 2 1 \, \.. \ Per Y 2 \e NYSBC 2020 Section 1005. Doors in \ \, n Position hall not Reduce th 1\ 1 1 1 anye o oo oo oo `�'. \1 \oo \7 1 0 0 do 11 1 1 0o O\. 1 1 1 0 Required Width by more than One-Half. °° EGRESS Required Width per NYSBC 2020 Section J 1020.2 = 44" (44" X 0.5 = 22") 24" Provided. ('3 Typical Door SwingDetail 24"> 22", Complies. �� 1 EGRESS 1 ST FLR PLANA-030 > > -030.00 Scale: 1 /16" = 1 '-0" -030.00 Scale: 1 /4" = 1 '-0" � 5 OF 28 { z' ,y J e ■ ■ ■ 1 1 � � 77 1 1 O a t 77 µ, n , , 7 ✓ ✓ �/ ✓ V \ V 1 PERMIT SET 12/21/21 1 /1 /i ^ \/�✓"��,�\/�,/^' �\/�/`-' �'� HANDICAP COMPLIANCE NOTES 1 ICC/ANSI A117.1 2009 405: RAMP / AS PER ICC/ANSI Al 17.1 -2009 \ ICC ANSI A117 1 - 2009 6 3�TOILET AND BATHING ROOMS ICC/ANSI A117.1 - 2009 404: DOORS, DOORWAYS & GATES J ,�- ���/� handra' 60 min. �� �' 1. ALL HALLS, CORRIDORS,AISLES AND OTHER SPACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH 16"-18" 2� 16"-18" 2'-6" \��.�� /\�'���`�/\� /� �� �� ( ICC/ANSI A117.1-2009 SECTIONS 402 &403. e. ' •I I CLOSER AND A LATCH 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ROOMS AND SPACES INCLUDING FLOORS, 1 ---T-------- WALLS, AND STAIRS SHALL BE STABLE, FIRM AND SLIP RESISTANT SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTION 302. 1 1 Permit 2/14/22 I I LANDING E RAMP RUN LANDING , E , , , , z Response#1 --�-, Z ; J 3. ALL THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2"SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTION 303. handra' --- �,� ri _ b I _ ' b 18' MIN. - i a I i i O 1 1 co i 4. ALL DOORS TO ACCESSIBLE SPACES SHALL COMPLY WITH ICC/ANSI A117.1-2009 SECTION 404. , � � � , � � �. 32"MIN. , v 1 -36"min. `r � � � `� �-� � � / RAMP RUN ; O 5'-0„ ' ' � � " � � ( 5. ALL HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES AT ENTRANCE DOORS AND AT PUBLIC 5 � SPACES SHALL COMPLY WITH SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTION 404. \ -0 i I 1 6. ALL ACCESSIBLE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS SHALL COMPLY WITH , ';____- ICC/ANSI Al 17.1-2009 SECTION 308. 4-1 I AN I A117.1 - 2QO9 4• STAIRWAYSCLEAR OPEN I , 7. ALL CONTROLS AND OPERATING M /' G MECHANISMS FOR LIGHT SWITCHES, DISPENSERS AND ALARMS SHALL BE ACCESSIBLE J FLOOR FRONT APPROACHES - SWINGING DOORS SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTION 404. A 12" TREAD `___________ SPACE A 8. ALL EMERGENCY WARNING SYSTEMS SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 CHAPTER 7. ----------------------- 54"MIN. 9. ALL SIGNAGE THAT PROVIDES INFORMATION OR GENERAL CIRCULATION DIRECTION OR IDENTIFIES ROOMS OR 5'-0" 5'-0" SPACES SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTION 404. SYMBOLS OF ACCESSIBILITY SHALL BE PROVIDED AT �____________� PUBLIC TOILETS. CLEAR FLOOR SPACE FOR ADAPTABLE BATHROOMS � >- z_ i i IJ 10. ALL TOILET ROOMS PROVIDED FOR COMMON USE SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN SHALL Q \> COMPLY WITH ICC/ANSI Al17.1-2009 CHAPTER 6. X CV i i TOILET PAPER 11. ALL GRAB BARS SHALL COMPLY WITH SHALL COMPLY WITH [CC/ANSI Al 17.1-2009 SECTION 609. 12. ALL SINKS & LAVATORIES SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTIONS 604 &606. TREAD 12" 12"MIN. 12"MIN. 36"MAX. K =42"IF Y = 544" 13. ALL WATER CLOSETS SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTION 604. /��/^ti��/~✓� ( 14. ALL PRIMARY ACCESS SHALL COMPLY WITH ICC/ANSI Al 17.1-2009 SECTION 403. i t A' ICC/ANSI A117.1 - 2 0 505: HANDRAILS Q Q Z HINGE-SIDE APPROACHES - SWINGING DOORS � Z I � z \ � / 5X5 5x10 5x15 1Ox7.5 1Ox10 1Ox15 1Ox20 1Ox25 1Ox30 TOTAL TREAD MIN. i 1 r--------------1 ri NT- 12"MAX. 42"MIN, z ; ; # # # # # # O 1 114" -2" 2 1/4"MIN. `L a > 1ST FLOOR 24 2 2 2 11 38 59 8 3 149 ' I „ iZ0 (L 24"MINA 4 MIN. i�., 2ND FLOOR 31 61 4 19 60 26 29 0 0 230 M TOTAL 55 63 6 21 71 64 88 8 3 379 co REINFORCED AREAS FOR INSTALLATION OF GRAB BARS AT WATER CLOSETS IN ADAPTABLE BATHROOMS DEDUCTION 0 0 0 0 0 0 0 0 0 0 54" MIN. IF THE 48" MIN. IF THE AREA SF 1,375 3,150 450 1,575 7,100 9,600 17,600 2,000 900 43,750 1 C/D 54"MAX. DOOR HAS A DOOR HAS A ACCESSIBLE 2 3 1 1 3 2 3 1 1 17 39"-41" CLOSER CLOSER UNITS 1 1 H4'0 handrailI NOTES: 12" 36"MAX. PER 1108.3 MINIMUM REQUIRED ACCESSIBLE UNITS EQUALS 10 PLUS 2%OF THE TOTAL NUMBER OF UNITS OVER 12" min.. 24"MAX. OPTIONAL LATCH-SIDE APPROACHES - SWINGING DOORS O DISPENSER min.. O 00 NYSBC Table 1108.3 iT :o cv x 54"MIN. 24"MIN. Accessible Self-Service Storage Facilities Ci/o) 0 M '�� MINIMUM NUMBER OF REQUIRED � X M �------------- r______-____� TOTAL SPACES IN FACILITY _P _ _ ACCESSIBLE SPACES .. � z z z 1:08 slope min.;3"max rise i;, / { , , , , d 1:12 slope max.;6.,max. _z ; ; ; Q ; Q 1 to 200 5%, but not less than 1 0 7"-9" Over 200 10, plus 2% of total number of units aver 200 Z i e - GRAB BARS AT WATER CLOSETS (SIDE WALL& FRONT) TOTAL 379 STORAGE UNITS EXCLUDING UPPER j 42 MAX. FRONT APPROACH- LOCKERS SLIDE SIDE APPROACH - LATCH SIDE APPROACH - N 0 SLIDING DOORS AND SLIDING DOORS AND SLIDING DOORS AND FOLDING DASHED LINE INDICATES FOLDING DOORS FOLDING DOORS DOORS 200 x 0.05= 10 UNITS O1 O DIMENSIONAL CLEARANCE L _V BABY OF OPTIONAL UNDER TYPICAL ACCESSIBILITY NOTES: 10 + (179xO.02) = 13.58, rounded up to 14 UNITS 0 O \17 CHANGING LAVATORY ENCLOSURE 17"MIN. TOTAL 14 ADA UNITS REQUIRED -i- SANITARY STATION -Provide 2-way communication system per NYSBC 1009.8. U NAPKIN r-------------- --I MANEUVERING CLEARANCES AT DOORS SOAP , 1 _ _ -Provide directional signage at elevator landings per NYSBC 1009.9 5X5 = 14(55/379) =2 UNITS `� 1 DISPENSER /�DISP NSER Z ; CLEAR 1 Z X • All ADA storage doors to have: p FLOOR < -Accessibility sign with Braille 5X10 = 14(63/379) = 3 UNITS V) N 0 Q a j SPACE t_ r\ a' � 48"MIN. -Pulls per door manufacturer per ADA heights and sizes Lr) : °' I `�' `1' "' -Door must be tensioned at 5 lbs. 5X15 = 14(6/379) = 1 UNITS 0 O O -�� (-------------- -- / • Signage at Accessible parking spaces will be provided,See Civil for U_ E /////////// ///////// 19" MAX. 6"MAX TOE CLEARANCE 48"MIN. locations. 1 OX7.5 = 14(21/379) = 1 U N ITS 0 -� E p 48" MIN. 8"MIN. KNEE CLEARANCE 1 OX10 = 14(71/379) =3 UNITS ZQ U C 17"MIN. DEPTH zZo O LAVATORY CLEARANCES 1OX15 = 14(64/379) =2 UNITS MIRROR 1OX20 = 14(88/379) =3 UNITS -�• •7 URINAL COAT HOOK 1OX25 = 14(8/379) = 1 UNITS0 ' >< 1OX30 = 14(3/379) = 1 UNITS ;> Q o TWO HINGED DOORS IN SERIES TOTAL= 17 ADA UNITS PROVIDED. c Q b / N A RCHITECTUR S PROPERTY VIS IONING Q - 1 / I ~ \ ) �0 W. Broad St.Suite 400 Falls Church, Virginia 22046 PAPER 36 min 3-356-6771 fax: 356-7010 TOWEL COMPRESSE FINISHED FLOOR J 9 1 s LEVEL 6irmi t6ratt �1 ;',.. ... \DISPENSER / CARPET 1/4" C ' ' d , 15 6 1 s M 1 ED A 6a min BrS min 1,37'0 �` HAND MAX BELOW THRESHOLD RUBBER WEDGE Z ' � 17?& �'' C DRYER THRESHOLDCO BATHROOM ACCESSORIES ' r�- F^ fir. �, \ XQ 1 r . u`S FIG.4p7.4.6.2ELEVATOR CAR CONTROL BUTTONS Q \ 30"MIN. ; in,- N ' Lj 17"-1 TRANSITION BETWEEN FLOOR FINISHES TRANSITION BETWEEN FLOOR FINISHES a NEB y (A) FORWARD _ . ( ---- ---- ©b d rchitects 2021 _Z XQ FIRE EXTINGUISHER i 42 "i 81 n 91& 36 Min ® ) Z CABINET Z ' / (al Centered Door Location (bl Side(Off-Centered Dwo Location (cl Any Location Idj Any Dear Location (eI Ulsting Car Configurations a, 10 > � �} ADA SHEET = X C14 _ X \ _b 1 Nag N M O X Q \ / `-----------� co ' Q Door Location Door Clear Opening Width Inside Car, Inside Car, Inside Car, `r � 48"MIN. Side to Side Back Wall to Front Return Back Well to Inside Face Centered 42 inches(1065 mm) 80 inches(2030 mm) 51 inches(1295 mm) 54 Inches(1370 men) / _O 0 8"MIN 6"MAX QVNEEM/ / Side(Off Center) 36 Inches(915 mm)1 68 Inches(1725 mm) 51 inches(1295 mm) 54 Inches(1370 mm) '5a max(1370)for existing / / (B) PARALLEL Any 36 inches(915 mm)1 54 inches(1370 mm) 80 inches(2030 mm) 80 Inches(2030 mm) FIG.407.2.1.1 HEIGHT OF ELEVATOR CALL BUTTONS Any 36 inches(915 mm), 60 Inches(1525 mm), 60 Inches(1625 mm)2 60 Inches(1525 mm)2 8 OF 28 13 DRINKING FOUNTAIN FIRE EXTINGUISHER THRESHOLD LEVEL CHANGE CLEAR FLOOR SPACE IN FRONT ,A1°{e,arw M° 1.,•,,,Wh(18,,,,,,)1.r-Ift,d OF DOORS/CONTROLS '°'^.r°ercoM, n°^.h°1P�w°°.3g-,�h(915mm>onw�°.op�,^ �d^ �mi^e�a�, ^�� hs�i°^s�wnhl^.d°°ra�.du.a.rmil.d. INSIDE DIMENSIONS OF ELEVATOR CAR CALL CONTROLS D` �� 1 o a 1 PERMIT SET 12/21/21 O 10,10 10z10 10.10 10,15 10x15 10 �7 5 Denotes Accessible Unit,Typ IL -�-j 13 5x5 5x5 5x5 5xs 5x5 5x5 ® ^ sx,o ""MM ® IN20 1N20 IN20 10z20 5x 5z10 silo silo sxlo 5xto sxto - o 10x10 N10 1000 10,10 IWO ,Ox10 1000 10.10 1OxI0 10,10 1000 10,10 10z10 1Oxi0 10xt0 10wlo 1ox10 5x10 .�--, - s .�•. ��,..�� ..�•-. \J/ „- n ,...�� �5 •+ (� - 0 �F�� � taxis sxis sxls loxts ,ox1s 1ox,s ,oxts 1ox1s „^i'f(�S� 1I anode � _. L_J L,eoge g - (� (� sxs 13 sxs Q �f toxtn .tom ,oats tnx,s ui.is 1nx1s 10x15 ioxts lox,s sxs G (� (k7.5 INN 1Ox20 10z20 IN20 1N20 ioxio IMN 5,10 0 Li �CY i 10x20 10x20 10x20 10x20 IN20 10,20 ioxio 10.20 e m _ VV_ sxs G I LL Sx10 5x10 5x10 5x10 Sx10 5x10 sx10 10z10 1Ox10 tOx10 tOx10 10x10 1000 5x n my Tr 5xs 5x5 5x5 5x5 sxs 5z5 5x5 5x5 5x5 S,s Sx5 5xs (�/�J�/ 5x5 ..�.-..�L...�. ..�1, ,I�R. •...x LL� �...y _ . w _ M` 0 1 r ® 0 �Q�. „ _ '� p l(9� o e \IN N, �.-,C)q \�8� \IY�Ju �I \\l� \! Nit v \alp \�VG - -�_ �_ ,.........� sx sxs G sx10 1ox10 IWO nxlo oxlo mxta oxlo ox,o mxlo oxlo utan oxlo m,10 oxio roxlo oxlo oxto oxzo oxzo oxzo lo.zo oxzo oxzo oxzo oxzo sxs � sx,o - sxs I2 @(#(£ Sx10 1Ox10 ioxio 1Ox10 10x10 IOx10 10x10 10z10 io(x5�io 1Ox10 10x10 lo(x�lto ll)x1P ,o^x,o '0x10 ioxio 10x10 515 . �. -�, .�, ,�1Yf ...,��.. Q—j ..��....� ..—� .��. . Q-1. .a•—��—a. .r ..-3NL......^ o ...�Yi�....�G�....��, -Mdch`uut //(9�)� (9/)��p //(y/J p�, {/��y�J gay r'(�yJ\\ �p��yJ\\ p��yJ\\ ���(\yJ\\ y��\yJ\\ ���\yJ\\ ����'�\J\\ fry(�yJ\\ 5x5 e .....1 "'U..," �1,.... O .� — Y, O ,.® O .l — 4 ( — l ® 0 .J — A. (D ..Y — l .Y — 1. ,V ® .a — L...J ' — 4..J — l ® ® ® G ® x 111,20 0 1ox1s 1nx1s Iox1s Inxu loxts taxis 1ox1s 1ox,s lox,s silo Sxio silo sxlo sxlo sxul sxto sx,o sxm sto sx,o sxto sxlo silo 5z10 sxlo sx,o silo sxlo sxlo szto sxto sx10 sxro -10 sxt0 1— sxlo sx,o sxto sxto sxlo sxlo sx,o silo sxto oxlo 2 2ND FLOOR ADA PLAN A-051 Scale: 1/16" = 1 '-0" a � � co J 7- 5 -� . N � D PP 1 1 PP 1 1 PP P 0 U 11 O Q V) 1Ox30 mxzn ioxio 1o�zo W () O oo 1 � 1 0o FE t4 U - 1 Q 0 o 0 O E O ® ° E 4- tOx15 10x15 taxis � Q Q ° i0 0 a ioxio ,oxen ,ox2o ,oxzo P O " �' U 3 10 0 Sx10 Zuo Q sxs sxs sxs sxs n 5 V ° Po 1 1 1 1 1 1 00 1 1 1 1 1 1 1 °° 1 1 Iox10 ^^ + ,J © ��+, •�Q��• _,,, \ \ \ Q \ \ V0X\\W\\\11'N\\\\' \ \ \ \ \ \ • \\ \ \ \ \ \\ \ \ \\\ \. \. \ \'.\ \ \ Iwo \;\ \�\\ \ \ \ \ '\ \ \.`\ .\\\,\ \ ,\ `\ 5x5\ \ \ \\ \\\ \\ sxs xis sx15 sx15 loz5 Ix1\< \`• \, \ `\\ \ o t o s ,(hd5 sxs k \ \ \\ .\ \\ \. \ \\,\ \ N �, \\ \\ \\ ® sxs\\\\ \\ \\ \\ \\\. \\\ \\\ \ \\\\ \\\\ \\\ \\\\ \•\\ \ \ . \\ \ \ \ \ \ \\, \ .\ s . . . ,nx,o 1ox50 10.,0 {; J.,� ._. .::.. k. w y•�.. ,w:� Y� , ® 5x5 5x5 G 0 0 - - 10x15 10xi5 10x,5 10x15 10x15 IOxt5 10x15 10zt5 10,15 10x15 10z15 10x15 10,15 10,15 10x15 ® 5x5 10x15 10,15 10z,5 10.15 10x15 5x5 a PLANNING*ARCHITECTURE 1ox10 tnxlo ° -PROPERTY VISIONING EE 5x5 5x5 ® 5x5 -.� 5xs �. �..., . .,�...�. ., . . . -. . ._5 SSL....A�.�.., ..,r_S ... � .. . .. _. ., , ..�_.. ., 0 S 5 �5.5 P o 800 W. Broad St. Suite 400 :. _ .. .�•: � � � Falls Church Virginia22046 206 0 P ® �� 7 fax: 356-7010 ❑ 5x5 703-356-67 1 5x5 5x10 5x15 10x7.5 IWO 1 Ox15 1 Ox20 1 Ox25 IWO TOTAL P 1nx10 5x5 IOx15 # # # # # # # # # °O Inxz11 lnxza ,ox2o 111111 10,2o I.M Iox2o 10x20 iox20 toxin 1oz2o 1ox20 loz2o laxzo 10x21 IN20 ioxio \\\ ED ARC/ sxs 10x25 1Oz25 10z25 1Ox25 10x25 1Dx25 s 10x2s � / 1ST FLOOR 24 2 2 2 11 38 59 8 3 ° ° 149 10x1o ° G\� y DAryKO T<. 2ND FLOOR 31 61 4 19 60 26 29 0 0 230 ° N �✓ �� 1 L �� 21 71 64 88 8 3 379 .' \. \` \\ \\'.., \. \ \ \ :\\\ \` \\\ \, \ \ s ;� _ TOTAL 55 63 6 \; \ \, \\ \ .\ \ \\\.. \\ \\ \ \ \ \ \ \ \ \'• Y�C DEDUCTION 0 0 0 :\., �: :\`\\ \\'` \: `� '.;\\\`, \` :. \.\.\\ ;�\ , \ \\\,.\ \\ �` \ \\:\\. �,;\ \ o\,, `� \\ , 1, AS 2 00 900 \,1 600 17 600 0 \i 4 1 575 7 00 9 :\ � \50 50 \ \F 1 375 3 \ 4 AREAS \` \ \ \ 4 O \ �.. \. \ \ \. \, \�vam \ \ \ \ \ E IE LE ACC SS 1 1 17 \ 1 3 2 3 3 \. \ \ \ \'•\. 'UNITS \NOTES: \ O \\ \ \ PER 1108.3 MINIMUM REQUIRED ACCESSIBLE UNITS EQUALS 10 PLUS 2%OF THE TOTAL NUMBER OF UNITS OVER ° 1� °° 1 1 0 1 oP 1 1 1 (1� 1 00 1 i 1 1 10 °0 1 i 1 00 1 1 1 O u0 1 (D 1 PP 1 ° ADA PLANS A-05/1 1 1 ST FLOOR ADA PLAN 28 A-051 Scale: 1/16" = 1 '-0" Firestopping UL LISTING NER 258 SCHEDULES OF THROUGH PENETRATION FIRESTOP SYSTEMS �1 1 PERMIT SET 12/21/21 4SSIFIED SYSTEMS Shaft Wall System This USG System Detail must not be used TYPE OF PENETRANT F-RATING(HR) HILTI 3M TREMCO TYPE OF PENETRANT F-RATING HILTI 3M TREMCO without a complete evaluation by owner's design NER-258 SYSTEM G professional to verify the suitability of Its use with 1 FA 0006,CAJ CAJ 0009 CAJ 0011 1 CAJ 0055,CAJ CAJ 0009 CAJ 0011 your specific application. 0070 0070 CIRCULAR BLANK CIRCULAR BLANK OPENINGS 2 FA 0006,CAJ CAJ 0009 CAJ 0011 OPENINGS CAJ 0055,CAJ 0070 2 CAJ 0009 CAJ 0011 , 0070 0 3 CAJ 0055 CAJ 0009 N/A* 3 CAJ 0055 CAJ 0009 N/A* 1 HOUR ASSEMBLY 2 HOUR ASSEMBLY f 1 CAJ 1226,CAJ CAJ 1058 CAJ 1064, 1 CAJ 1226,WJ CAJ 1058 CAJ 1064, ll 1382 CAJ 1302 1021 CAJ 1302 1"SHEETROCK BRAND 2 CAJ 1058 CAJ 1302 2 CAJ 1058 CAJ 1226,CAJ CAJ 1064, CAJ 1226,WJ CAJ 1064, GYPSUM LINER PANEL 1382 1021 CAJ 1302 i STEEL STUD SINGLE METAL PIPES SINGLE METAL PIPES S I 1 OR CONDUIT OR CONDUIT r .- 3 FA 1017,CAJ CAJ 1058 CAJ 1064 3 CAJ 1226,WJ CAJ 1058 CAJ 1064 1226,CAJ 1382 1041,WJ 1042 USG STEEL J-RUNNER MECHANICAL FASTENERS __ USG STEEL J-RUNNER CBJ 1037,CBJCBJ 24"O.C.(MAX)ASSIGNED 4 1034 CAJ 1044 CAJ 1064 4 1037,WJ 1041, CAJ 1044 CAJ 1064 I WORKING LOAD 200 LEIS WJ 1042 %"SHEETROCK I -,� - - -!* ( Y2"SHEETROCK BRAND _ _ ++ FA 2053,CAJ CORE GYPSUM PANEL - y 1 GYPSUM PANELSE CAJ 2189,CAJ CAJ 2075, CAJ 2189,CAJ CAJ 2075, SEALANT USG STEEL C-H STUD 1 2109,CAJ 2098, CAJ 2109,CAJ 1 CAJ 2141,CAJ 2117,CAJ CAJ 2116, 1 2098 2117,CAJ CAJ 2116, (1 HOUR) (2 HOUR) 2167,CBJ 2021 2027 CAJ 2229 2027 CAJ 2229 a 11 SINGLE NON-METALLIC FA 2053,CAJ SINGLE NON-METALLIC \ II PIPE OR CONDUIT(I.E. 2109,CAJ 2098, CAJ 2189,CAJ CAJ 2116, PIPE OR CONDUIT(I.E. CAJ 2189,CAJ CAJ 2075, 1 4 PVC,CPVC,ABS,ENT) 2 PVC,CPVC,ABS,ENT 2 CAJ 2109,CAJ 2117,CAJ CAJ 2116, CAJ 2141,CAJ 2117 CAJ 2229, ) 2098 i 2167,CBJ-2021 FA 2024 2027 CAJ 2229 I I 3 FA 2054,CAJ CAJ 2005,CAJ CAJ 2075 3 CAJ 2109,CAJ CAJ 2005,CAJ 2117,CAJ CAJ 2075 2109,CAJ 2098 2117 2098 2027 ll 4 N/A* N/A* N/A* 4 WJ2057 N/A* N/A* q 1 3095,CAJ 3096 CAJ 3021 CAJ 3141 1 3095,CAJ 3096 WJ 3036,CAJ CAJ 3021 CAJ 3141 SINGLE OR BUNDLED 2 FA 3007,CAJ CAJ 3021 CAJ 3141 SINGLE OR BUNDLED 2 WJ 3036,CAJ CAJ 3021 CAJ 3141 CABLES 3095,CAJ 3096 CABLES 3095,CAJ 3096 3 3007 CAJ 3030 CAJ 3141 3 3096 CAJ 1) 5 CAJ 3030 CAJ 3141 4 N/A* N/A* N/A* 4 WJ3050 N/A* N/A* 1 4054 CAJ 4003 N/A* 1 4034,CAJ 4054 CAJ 4003 WJ 4012 CABLE TRAY 2 4054 CAJ 4003 N/A* CABLE TRAY 2 4034,CAJ 4054 CAJ 4034,CA WJ 4016,CAJ CAJ 4003 WJ 4012 3 CAJ 4034,CA 4035 CAJ 4003 N/A* 3 4035CAJ 4034,CAJ CAJ 4003 N/A* 4 N/A* N/A* N/A* 4 WJ8007 N/A* N/A* CAJ 5080,CAJ CAJ 5080,CAJ 5016,CAJ 5090, CAJ 5111, CAJ 5090,CAJ CAJ 5111, 1 CAJ 5091,CAJ 5024,CAJ CAJ 5121 1 5091,CAJ 5061 5024,CAJ CAJ 5121 5098 5017 5017 UL LISTING U905 FA 5015,FA CAJ 5080,CAJ CAJ 5080,CAJ SINGLE INSULATED 5016,CAJ 5090, CAJ 5111, SINGLE INSULATED CAJ 5090,CAJ CAJ 5111, PIPES 2 5024,CAJ CAJ 5091,CAJ CAJ 5121 PIPES 2 5091,CAJ 5061 5024,CAJ CAJ 5121 5098 5017 5017 FA5016,C CAJ 5024,CAJ CAJ 5090,CAJ I CAJ 5024,CAJ Design No. U905 3 5090 5017 N/A* 3 5061 5017 N/A* 4 CBJ5006 N/A* N/A* 4 N/A* N/A* November 09,2020 5006 Bearing Wall Rating - 2 HR. 1 CAJ CAJ AJ CAJ CAJ 6007 1 CAJ 6006,CAJ UAJ 6001,CAJ CAJ 6007 6017 6002 6017 6002 Nonbearing Wall Rating - 2 HR CAJ 6006,CAJ CAJ 6001,CAJ CAJ 6006,CAJ CAJ 6001,CAJ ELECTRICAL BUSWAY 2 6017 6002 CAJ 6007 ELECTRICAL BUSWAY 2 6017 6002 CAJ 6007 This design was evaluated using a load design method other than the Limit States CAJ 6006,CAJ CAJ 6001,CAJ CAJ 6006,CAJ CAJ 6001,CAJ CAJ 6007 Design Method (e.g.,Working Stress Design Method). For jurisdictions employing 3 6017 6002 CAJ 6007 3 6017 6002 the Limit States Design Method, such as Canada, a load restriction factor shall'be CAJ 7046 CAJ CAJ 7003,CAJ CAJ 7005, CAJ CAJ CAJ 7003,CAJ CAJ 7005, used - See Guide BXUV or XUV7 1 1 7051,WJ 7021, NON-INSULATED 7051 7021 CAJ 7044 NON-INSULATED WJ 7022 7021 CAJ 7044 MECHANICAL MECHANICAL Indicates such products shall bear the UL or cUlL Certification Mark for DUCTWORK WITHOUT 2 CAJ 7046 CAJ CAJ 7003,CAJ CAJ 7005, DUCTWORK WITHOUT 2 7051,WJ 7021, CAJ 7003,CAJ CAJ 7005, jurisdictions employing the UL or cUL Certification (such as Canada), respectively. DAMPERS 7051 7021 CAJ 7044 DAMPERS WJ 7022 7021 CAJ 7044 3 CAJ/046 CAJ CAJ CAJ CAJ 7005 3 CAJ CAJ 'AJ CAJ CAJ 7005 7051 7021 7051 7021 CAJ 8041,CAJ CAJ 8001,CAJ CAJ 8041,CAJ CAJ 8001,CAJ - - , 1 CAJ 8057 • 8056,CAJ 8096 8013 1 8013 CAJ 8057 } , ^I], 3 a n. ,•�8096,WJ 8007 l �''•. t� 7 5r13 ns1N, cn 2 CAJ 8041,CAJ CAJ 8001,CAJ CAJ 8057 2 CAJ 8041,CAJ CAJ 8001,CAJ CAJ 8057 I ° •• '''• � "' ,f � . �✓ ----f•�+ LO MIXED PENETRANTS 8056,CAJ 8096 8013 MIXED PENETRANTS 8096,WJ 8007 8013CAJ 8041, •.•• ," ,9 .. , co \Jl! ++ 3 8056 CAJ 8013 N/A* 3 8056,WJ 8007 CAJ 80131,CAJ N/A* V 4 HOriZGtstc7l 5ecsian 4 CB 18010 N/A* N/A* 4 CBJ 8010, N/A* N/A* `✓ N 1.Concrete Blocks*-Various designs.Classification D-2(2 hr). ( 1 Z z *No UL-Classified systems for this manufacturer. Engineer Judgement Drawing Required See Concrete Blocks category for list of eligible manufacturers. t./ GYPSUM WALL ARD ASSE B E 2.Mortar-Blocks laid in full bed of mortar,nom.3/8 in.thick,of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement(proportioned by volume)and not more than 50 percent hydrated lime(by cement (1) Q Z) TYPE OF PENETRANT F-RATING HILTI 3M TREMCO TYPE OF PENETRANT F-RATING HILTI 3M TREMCO volume).Vertical joints staggered. VJ FC 1050,FC Q 1 1WL 1054,WL WL 1164 WL 1146 WL 1158 U 0 1 FC 1009,FC 1059 FC 1002 3.Portland Cement Stucco or Gypsum Plaster-Add 1/2 hr to classification ifused.Where combustible members are METAL PIPES OR 1054 METAL PIPES OR WL 1054,WL WL 1010,WIL CONDUIT CONDUIT 2 1058,WL 1164 1146 1020,WL framed in wall,plaster or stucco must be applied on the face opposite framing to achieve a max.Classification of 1-1/2 hr. L = Q 1158 Attached to concrete blocks(Item 1). O U +- 2 FC 1009,FC 1059 FC 1002 N/A* 4 1111�WL WL 1001 N/A* Q 4.Loose Masonry Fill-If all core spaces are filled with loose dry expanded slag,expanded clay or shale(Rotary Kiln � [" "> WL 2078,WL WL 2088,WL WL 2083,WL Process),water repellant vermiculite masonry fill insulation,or silicone treated perlite loose fill Insulation add 2 hr to VJ 1 FC 2025,FC 2030 FC 2024 FC 2049,FC 1 classification. 2135 2075,WL 2128 2002 2129 V) O 5.Foamed Plastic*- ) g ( ) Q NON-METALLIC PIPE OR NON-METALLIC PIPE OR WL 2063,WL (Optional-Not Shown -1-1/2 In.thick max,4 ft wide sheathing attached to concrete blocks Item 1. � U -+- W L 2078,WL WL 2088,WL ATLAS ROOFING CORP-"Ene Shield Pro Wall Insulation","Ene L L CONDUIT CONDUIT 2 2075,WL 2128 2002 2129,WL rgY rgyShield Pro 2 Wall Insulation",EnergyShield CGF Pro and Q 2159 EnergyShleld Ply Pro O O 2 FC 2025,FC 2029 FC 2024 FC 2049,FC 2083 LL E L- 4 WL 2184 N/A* N/A* CARLISLE COATINGS&WATERPROOFING INC-Type R2+SHEATHE 0 E r Q WL 3065,WL W L 3032,WL DUPONT DE NEMOURS,INC.-Types Thermax Sheathing,Thermax Light Duty Insulation,Thermax Heavy Duty Insulation,Thermax O U O 1 L0 3111,W L 3112 3030 WL 3131 Metal Building Board,Thermax White Finish Insulation,Thermax cl Exterior Insulation,Thermax XARMOR ci Exterior Insulation,Thermax7 z F- IH Insulation,Thermax Plus Liner Panel,Thermax Heavy Duty Plus(HDP),TUFF-RTM Cl Insulation,Thermax Butler Stylwall Insulation 1 Board and Thermax Morton Heavy Duty Insulation Board FC 3012,FC 3044 FC 3017 FC 3037 SINGLE OR BUNDLED 2 WL 3065,WL WL 3032,WL WL 3017,WL CABLES 3111,WL 3112 3030 3131 FIRESTONE BUILDING PRODUCTS CO L L C-"EnvergeT Cl Foil Exterior Wall Insulation"and"EnvergeT CI Glass Exterior Wall SINGLE OR BUNDLED Insulation" CABLES 4 WL 3139 N/A* N/A* u HUNTER PANELS,A DIVISION OF CARLISLE CONSTRUCTION MATERIALS,LLC-Types"Xcl-Class A","Xcl Foil(Class A)","Xci 286" 1 4019,W L4054 WL 4004 N/A 2 FC 3012 FC 3017 N/A* WL CABLE TRAY 2 WL 4004 W L4012 RMAX,A BUSINESS UNIT OF SIKA CORPORATION-Types"TSX-8500","ECOMAXci FR","TSX-8510","ECOMAX xi FR White", 4019,W L4054 "ECOMAXcl',"ECOMAXci FR Air Barrier%"Thermasheath-XP","Thermasheath",'Durasheath","Thermasheath-3","Durasheath-3". 4 WL 8014 N/A* N/A* JOHNS MANVILLE-Type"AP Foil-Faced Foam Sheathing" PLANNING-ARCHITECTURE 1 WL 5028,WL 5001,WL WL 5070,WL 1 FC 5004, FC FC 5014 FC 5055 5029,WL 5047 5032 5081 •PROPERTY VISIONING 5036,FC 5037 W L 5028,WLWL WL WL 5070,WL 5029,WL 5047 5081 INSULATED PIPES INSULATED PIPES 2 5001,WL 5A.Building Units*-As an alternate to Items 5,min.IAn thick polyisocyanurate composite foamed plastic insulation 800 W. Broad St. Suite 400 5032 boards,nom.48 by 48 or 96 in. HUNTER PANELS,A DIVISION OF CARLISLE CONSTRUCTION MATERIALS,LLC-"Xci NB","Xcl Ply' Falls Church, Virginia 22046 2 5036,FCC 50 FC N/A* N/A* 4 WL 5073 N/A* N/A* 703-356-6771 fax: 356-7010 RMAX,A BUSINESS UNIT OF SIKA CORPORATION-"Thermasheath-SI","ECOBASEcl","ThennaBase-CI","ECOMAXci FR Ply", WL 7017,WL "ECOMAXci Ply". 1 7040,WL 7042 W L 7008 W L 7039 �t�E D ARC, NMECHANICALL NMECHANICALL ��� DA/,v y�� 1 FC 7013 FC 7001 N/A* G _ � DUCTWORK WITHOUT DUCTWORK WITHOUT * Indicates such products shall bear the UL or cUL Certification Mark for �' L � ' DAMPERS DAMPERS WL 7008,WL � � f' WL 7040,WL jurisdictions employing the UL or cUL Certification (such as Canada), �' 2 7013,WL WL7039 � 7042 7016 respectively. _ t � 1 WL 8010 N/A* Last U at on 2020-11-09 'A `E` 1 FC 8009,FC 8014 FC 8013 N/A* 8013 \9� ; 0 MIXED PENETRANTS MIXED PENETRANTS 2 WL JOY5,WL WL 8010,WL 8013 8002 N/A* The appearance of a company's name or product In this database does not in itself assure that products so Identified have been manufactured E�y under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow- 2 N/A* N/A* N/A* 4 WL 8014 N/A* N/A* Up Service.Always look for the Mark on the product. ©B ARCHITECTSttd.2021 *No UL-Classified systems for this manufacturer. Engineer Judgement Drawing Required UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions:1.The Guide Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and In a non- NOTES: misleading manner,without any manipulation of the data(or drawings).2.The statement'Reprinted from the Online Certifications Directory with U L LISTING 1. Jobsite conditions of each through-penetration firestop system must meet ALL details of the UL-Classified System selected. permission from UL"must appear adjacent to the extracted material.In addition,the reprinted material must Include a copyright notice In the \\1\ 2. If jobsite conditions do not match any UL-classified systems in the schedules above,contact firestop manufacturer for alternative systems or Engineer Judgement Drawings. following format:"®2020 UL LLC" 3. Where more than one applicable UL-Classified System is listed in the schedules,choose the UL System which is most economical for each through-penetration firestop system. 4. Coordinate work with other trades to assure that penetration opening sizes are appropriate for penetrant locations,and vice versa. 5. For 3-hour rated gypsum walls,contact the firestop manufacturer for a UL-classified system or engineer judgement drawing. 6. All through penetrations of fire-resistance rated assemblies are required to be protected by an approved through-penetration fire stop system installed and tested in accordance w/ A-060 j the requirements established by IBC 714.1. 10 OF 28 CS a,, 1 PERMIT SET 12/21/21 .., O . . . . . :, WALL TYPE 4.F BATHROOM WALL WALL TYPE 4.0 INTERIOR THERMAL NONBEARING WALL • 4"x 2 1/2"20 GA. METAL STUDS AT 16"O.C. 6 SYSTEM AT FIRST FLOOR (BLOCKING AS REQUIRED FOR CASEWORK) vera I -4"X 2 1/2"- 16 GA. GAL. METAL STUDS AT 30" • METAL STUD ANCHORAGE PER STRUCTURAL Q O.C. DRAWINGS 3 1/2" • METAL STUD ANCHORAGE PER • R-13 BATT INSULATION STRUCTURAL DRAWINGS • 1/2"MOISTURE RESISTANT DRYWALL AT • R-13 FSK BATT INSULATION BATHROOM SIDES ONLY C�g • 9/16"26 GA. LINER PANEL AT STORAGE SIDE nconditione Conditioned ' 1 1/2"THERMAX INSULATION R-9.8 MIN. W/ C�gONLY Storage storage/ TAPED SEAMS Lobbies/ • WALL TYPE 4.F-1 W/ 6"STUD BATHROOM ails • 9/16"29 GA. GALVANIZED CORRUGATED WALL METAL SHEATHING AT STORAGE SIDE ONLY (26 GA.SHEATHING AT SHEAR WALL LOCATIONS) • 1/2"GYP. BD. AND 48" HIGH DIAMOND i PLATE WAINSCOT AT LOBBY SIDES ONLY • WALL TYPE 4.D AT HALLWAY SIDE ONLY 0 WALL TYPE 4.B INTERIOR NONTHERMAL BEARING WALL WALL TYPE 2.0 NONRATED INTERIOR 8"CMU WALL SYSTEM 4� SYSTEM AT SECOND FLOOR = 8„ Lp (/W) ver II : Overall U ' 8"CMU PLAIN BLOCK CLASSIFICATION D-2 • GAL. METAL STUDS @ 60" O.C. WITH 2x24 _ _ GA Bridging at mid-Ht. STUD SPEC AS O o • DUROWALL TRUSS TYPE HORIZONTAL 2' FOLLOWS DEPENDING ON WALL HT: U u REINFORCING & BOND BEAMS PER 1. >_ 16' : (1) 4"x2 1/2" 14 GA a ° STRUCTURAL DRAWINGS 2. 16'-1"to 20' : (1) 4"x2 1/2" 12 GA 3. 20'-1"to 25' : (2) 4"x2 1/2" 12 GA • 48" HIGH DIAMOND PLATE WAINSCOT AT ELEVATOR LOBBY SIDE ONLY • METAL STUD ANCHORAGE PER STRUCTURAL (SEE ELEVATOR PLANS ON A-420 FOR EXTENT) Storage I Storage DRAWINGS O Hall j Hail/ 1/2"Moisture Resistant Drywall at Bathroom Lobby I Lobby • 9/16"29 GA.GALVANIZED CORRUGATED Side Only ■■1 � METAL SHEATHING AT STORAGE SIDE ONLY a` (26 GA, SHEATHING AT SHEAR WALL • PAINT BLOCK EXPOSED @ HALLWAYS j LOCATIONS) N • WALL TYPE 4.D AT HALLWAY SIDE 0U Z Z I 1 C N _O O 4 _0 U _° WALL TYPE 4.E INTERIOR UNIT DIVIDER WALL SYSTEM WALL TYPE 4.A INTERIOR THERMAL BEARIN WALL Y TEM AT WALL TY E EXTERIOR THERMAL WALL SYSTEM WALL TYPE 2 B 2HR RATED INTERIOR NONTHERMIAL 8"CMU � N 4" V6, FIRST FLOOR 6, SHAFT WALL SYSTEM PER UWU90.5 � Cnver II • 4"X 2 1/2"- 16 GA. GAL. METAL STUDS AT • PBR METAL PANEL SIDING, 26 GA. 0 60" O.C. • 4"X 2 1/2" 14 GA. GAL. METAL STUDS AT 30" vera I Overall . 8"CMU PLAIN BLOCK CLASSIFICATION D-2 LMMV) N 0 O.C. WITH 2x24 GA Bridging at Mid-Ht • 1 1/2"Z GIRT @ 48"O.C. V U +- • METAL STUD ANCHORAGE PER STRUCTURAL 3 1/2" 122' • DUROWALL TRUSS TYPE HORIZONTAL 0 N O DRAWINGS • METAL STUD ANCHORAGE PER STRUCTURAL • 1 1/2"THERMAX INSULATION R-9.8 MIN. W/ REINFORCING & BOND BEAMS PER LL E 0) DRAWINGS0 TAPED SEAMS STRUCTURAL DRAWINGS p • 9/16"29 GA. GALVANIZED CORRUGATED +- O METAL SHEATHING STORAGE SIDE ONLY • 9/16"29 GA. GALVANIZED CORRUGATED •1 LAYER 1/2" DENSGLASS SHEATHING • 48" HIGH DIAMOND PLATE WAINSCOT AT U 3 METAL SHEATHING AT STORAGE SIDE ONLY ELEVATOR LOBBY SIDE ONLY z � O • SEE STRUCTURAL DRAWINGS FOR SHEAR 26 GA.SHEATHING AT SHEAR WALL • GAL. METAL STUDS,SPEC AS FOLLOWS (SEE ELEVATOR PLANS ON A-420 FOR EXTENT) Storage I Storage nconditione onditioned( Ext. Storage/a Shaft Storage/ i WALL SPECIFICATIONS AND LOCATIONS Storage Storage LOCATIONS) OR 1/2"DRYWALL @ LOBBIES Lobby/ DEPENDING ON WALL HT: Ha11/ Lobb Ha II 1. > 12'6": (1) 4"x2 1/2" 16GA @ 16"OC Lobby 99/16 x 26 GA LINER PANEL @ STORAGE UNITS 2. 12'-7"to 16' : (1) 4"x2 1/2" 14 GA @ 16"OC .. � Hall WALL TYPE 4.D AT HALLWAY SIDE 4 ') 3. 16'-1"to 18' : (1) 4"x2 1/2" 12 GA @ 16"OC • PAINT BLOCK EXPOSED @ HALILWAYS - d • R-13 FSK BATT INSULATION 4. 18'-1"to 20' : (1) 4"x2 1/2" 12 GA @ 12"OC I 5. 20%1"to 25' : (2) 4"x2 1/2" 12 GA @ 12"OC •WALL TYPE 2.8-1 FURRING @ RESTROOMS •R-9.8 THERMAX INSULATION W/TAPED SEAMS I Y .. • R-13 FSK BATT INSULATION jk 9/16"29 GA LINER PANEL @ STORAGE UNITS/HALLWAYS OR 1/2"DRYWALL @ LOBBIES PLANNING-ARCHITECTURE -PROPERTY VISIONING WALL TYPE 4.D INTERIOR CORRIDOR PARTITION WALL SYSTEM WALL TYPE 4.A INTERIOR NONTHERMAL BEARING WALL WALL TYPE 3.A EXTERIOR NONTHERMAL WALL SYSTEM WALL TYPE 2.A 8" EXTERIOR THERMAL CMU SHAFT WALL 800 W. Broad St.Suite 400 (TO BE USED ALONE OR IN CONJUNCTION SYSTEM AT FIRST FLOOR SYSTEM WITH SIDING Falls Church, Virginia 22046 WITH OTHER WALL TYPES) 24. 6 • PBR METAL PANEL SIDING, 26 GA. 9 1/2 703-356-6771 fax:356-7010 ver II . 4"X 2 1/2" 14 GA. GAL.METAL STUDS AT 30" Overall Overall •PBR PANEL SIDING, 26 GA. • JANUS HALLWAY SYSTEM O.C. WITH 2x24 GA Bridging at Mid-Ht I • 2"Z GIRT @ 48"O.C. le 4" • 1 1/2"Z GIRT @ 48"O.C. ��P`ED • SEE HALLWAY ELEVATIONS AND STORAGE • METAL STUD ANCHORAGE PER STRUCTURAL • GAL. METAL STUDS,SPEC AS FOLLOWS ���' E DA/V FINISH SCHEDULE ON A-404 FOR ADDITIONAL DRAWINGS rDEPENDING ON WALL HT: 1 1/2"XPS INSULATION R-9.8 Nlin. SYSTEM DETAILS 1. >_ 12'6": (1) 4"x2 1/2" 16GA @ 16" OC • 9/16"29 GA. GALVANIZED CORRUGATED 2. 12'-7"to 16' : (1) 4"x2 1/2" 14 GA @ 16"OC • 8"CMU PLAIN BLOCK _ METAL SHEATHING AT STORAGE SIDE ONLY 3. 16'-1"to 18' : (1) 4"x2 1/2" 12 GA @ 16"OC a Stora e I 26 GA. SHEATHING AT SHEAR WALL I 4. 18'-1"to 20' : (1) 4"x2 1/2" 12 GA @ 12" OC • DUROWALL TRUSS TYPE HORIZONTAL 3I Hall -9- Stora e ( Ext. I Stora e , • E� Shaft REINFORCING & BOND BEAMS PER 9T �65�°` yOQ Lobby/ LOCATIONS) Lobby/ 5. 20.1 to 25 . (2) 4 x2 1/2" 12 GA @ 12' OC Hall Hall • STRUCTURAL DRAWINGS O • WALL TYPE 4.D AT HALLWAY SIDE j 9/16"29 GA LINER PANEL @ STORAGE ©ew ARCHITECTS Ltd.2021 I I UNITS/HALLWAYS OR 1/2"DRYWALL @ LOBBIES •THRU WALL FLASHING (BLOCK FLASHING W/ •WALL TYPE 4.A-1 AT BATHROOM BEARING BLOCK NET) WALLS I WALL TYPES I I A-070 ) Aju A or a r ♦ a U ,W, m.. . 1 . Q' 777 S 9 v 1 PERMIT SET 1 ,. ... .. 2/21/21 SET # LOCATION DESCRIPTION # LOCATION SIZE OPERATION DOOR FRAME FIRE HARDWARE. REMARKS SET 1 EXTERIOR STORAGE UNIT-COILING JANUS MINI LATCH TYPE 304 YELLOW BRONZE NOM NOM TYPE MATERIAL FINISH MATERIAL FINISH RATING SET 2 LIFT HANDLES TH WIDTH HEIGHT INSIDE DOOR STOP 1 EXTERIOR STORAGE UNIT - 8'-0" 8'-0' Coiling N/A Light GA Metal Note #3 N/A N/A 0 HRS 1 TENSION ADJUSTER 5 INTERIOR STORAGE UNIT - 8'-0" 6'-8' Coiling N/A Light GA Metal Note #1 N/A N/A 0 HRS 16 VINYL ASTRAGAL - F�e 6 INTERIOR STORAGE UNIT 6-0 6-8" Coilin N/A Li ht GA Metal Note #1 N/A N/A 0 HRSSET 2 INTERIOR STORAGE UNIT- COILING JANUS MINI LATCH TYPE 304 YELLOW BRONZE 7 INTERIOR STORAGE UNIT - 4'-0" 6'-8' Coiling N/A Light GA Metal Note #1 N/A N/A 0 HRS 22 LIFT HANDLES 9 INTERIOR STORAGE UNIT - 3'-0" 6'-8' Swin N/A Li ht GA Metal Note #1 N/A N/A 0 HRS 3 3/4/22 INSIDE DOOR STOP 10 HALLWAY TO EXTERIOR 1 3/4" 3'-6" 7'-0' Swin E Hollow Metal Notes #2,3 Hollow Metal Notes #2,3 0HR 13 esponse #2 TENSION ADJUSTER 11 LOBBY ENTRY - 12'-0" 8'-0" Slider B Aluminum Note #3 Aluminum Note #3 0 HRS 4 Note #4,#5 VINYL ASTRAGAL 12 LOBBY ENTRY - 8'-0" 8'-0" Slider C Aluminum Note #3 Aluminum Note #3 0 HRS Note #4,#5 ADA KIT WHERE REQUIRED 13 STAIR TO HALLWAY 1 3/4" 3'-0" 7'-0" SwingA Hollow Metal Note #2 Hollow Metal Note #2 1 HR 6 SET 3 INTERIOR STORAGE UNIT-SWING JANUS MINI LATCH TYPE 304 YELLOW BRONZE 14 STAIR TO EXTERIOR 1 3/4" 3'-0" 7'-0" Swing A Hollow Metal Notes #2,3 Hollow Metal Notes 42,3 0 HRS 7 STANDARD HINGES 15 ELECTRIC ROOM 1 3/4" 3'-0" 7'-0" SwingA Hollow Metal Notes #2 Hollow Metal Note #2 0 HRS 8 ADA KIT WHERE REQUIRED 16 SPRINKLER ROOM 1 3/4" 3'-0" 7'-0" SwingA Hollow Metal Notes #2,3 Hollow Metal Notes #2,3 0 HR 11 SET 4 ENTRY SLIDER 1 SET MFR.STANDARD DOOR OPERATOR MODEL AS NOTED, PROVIDE KEYED SWITCH 17 ELEVATOR MACHINE ROOM 1 3/4" 3'-6" 7'-0" Swing D Hollow Metal Notes #2 Hollow Metal Notes #2 3/4 HR 9 W/ EMERGENCY EGRESS OPTION & MOTION SENSOR SAFETY DEVICES (INTERFACE W/SECURITY SYS. & KEY PAD) 18 JANITOR'S CLOSET 1 3/4" 3'-0" 7'-0" SwingA Hollow Metal Notes #2 Hollow Metal Notes #2 0 HRS 12 1 KEY PAD (BY SECURITY SUB CONTRACTOR) 21 BATHROOM @ STORAGE 1 3/4" 3'-0" 7'-0" SwingA Hollow Metal Notes #2 Hollow Metal Notes #2 0 HRS 10 FAIL SECURE PER MFR REQUIREMENTS SET 6 HALLWAY TO STAIR 3 FULL MORTISE BUTT HINGES NOTES: 1. ALL INTERIOR STORAGE DOORS TO BE PREFINISHED JANUS "GLOSSY WHITE" 1 PASSAGE LATCHSET, UL RATED 2. Door Paint for all Interior Facing Door/Frame Surfaces to be in color to match Janus"Glossy White" 1 SURFACE MOUNTED CLOSER, ADA COMPLIANT, UL RATED (PULL SIDE) 3.SEE EXTERIOR FINISH SCHEDULE ON A-200 FOR EXTERIOR DOOR/FRAME COLORS 3 SILENCERS (2 1 WALL STOP 5. Automatic Doors shall comply with 1010.1.4.2 of the 2020 NYSBC--Power Operated Doors 2 1 12" KICK PLATE @ PUSH SIDE SET 7 STAIR EGRESS 3 FULL MORTISE BUTT TAMPER PROOF HINGES 1 RIM EXIT DEVICE WITH AUDIBLE ALARM 1 HEAVY DUTY KEY STORM CYLINDER OUTSIDE @ EXTERIOR DOOR ONLY 1 SURFACE MOUNTED CLOSER PUSH SIDE MOUNTED (UL RATED W/SAFETY CHAIN) 1 LATCH PROTECTOR v ' f. Q ° 3 SILENCERS _yA ..; . 1 THRESHOLD ADA COMPLIANT- GC TO COORDINATE WITH RAIN LIP 1 DOOR SWEEP 1.ALL HOLLOW METAL DOORS TO HAVE MAXIMUM ALLOWABLE U-FACTOR OF 0.61 1 SET WEATHER STRIPPING 2. MAX ALLOWABLE U-FACTOR OF ENTRANCE DOORS, INCLUDING FRAME, SHALL BE 0.77 1 RAINGUARD 3. MAXIMUM SOLAR HEAT GAIN COEFFICIENT OF ENTRANCE DOORS SHALL BE 0.36 SET 8 ELECTRIC ROOM 3 FULL MORTISE BUTT TAMPER PROOF HINGES 4. ALL DOORS TO COMPLY WITH SECTION 404 OF THE 2009 DOJ ACCESSIBILITY STANDARDS 1 EXIT DEVICE W/STOREROOM TRIM 5. DOORS OPENING INTO THE PATH OF EGRESS CAN NOT REDUCE THE PATH TO LESS THAN HALF AND CANNOT PROJECT MORE THAN 7"WHEN FULLY 1 SURFACE MOUNTED CLOSER PUSH SIDE MOUNTED OPEN PER NYC BC SEC 1005.2 3 SILENCERS 6.ALL DOORS ARE DESIGNATED GENERICALLY, QUANTITIES AS INDICATED ON PLANS 1 12" KICK PLATE @ INTERIOR SIDE 7. CONTRACTOR SHALL VERIFY ALL OPENINGS, DOORS AND HARDWARE AND REPORT DISCREPANCIES IMMEDIATELY TO THE ARCHITECT 0 SET 9 ELEVATOR MACHINE ROOM 3 FULL MORTISE BUTT HINGES 8.ALL EXTERIOR HOLLOW METAL DOORS & FRAMES SHALL BE GALVANIZED, INSULATED W/ POLYURETHANE,SEALED TOP RAIL, SNAP-IN TOP CAP, AND 1 STOREROOM LOCK SET SHALL RECEIVE WEATHERSTRIPPING ON ALL SIDES. 1 SURFACE MOUNTED CLOSER PUSH SIDE MOUNTED 9. ALL HM DOOR FRAMES IN MASONRY TO BE GALVANIZED & FILLED SOLID. IF REQUIRED RUN CONDUIT PRIOR TO FILLING. 3 SILENCERS @ INTERIOR DOOR 10. INSTALL FULL HEIGHT DOUBLE STUDS @ EACH SIDE OF HOLLOW METAL DOOR 1 12" KICK PLATE @ PUSH SIDE 11. ALL KEYED LOCK SETS TO HAVE TEMPORARY CYLINDERS TO BE REPLACED BY GC AFTER CONSTRUCTION IS COMPLETE SET 10 BATHROOM 3 FULL MORTISE BUTT HINGES 12. INTERIOR DOORS:SDI-100, GRADE III, HEAVY DUTY, MODEL 1, MIN. 18-GA. FACES 1 PASSAGE LOCK SET 13. EXTERIOR DOORS: SDI-100, GRADE III, EXTRA HEAVY DUTY, MODEL 2,MIN, 16-GA. FACES+ GALV. PROVIDE SNAP IN-TOP CAPS ON ALL EXTERIOR DOORS 1 DEADBOLT W/OCCUPANCY INDICATOR(THUMB TURN ON INSIDE) 14. INTERIOR AND EXTERIOR DOORS FRAMES:SDI-100 GRADE I11 EXTRA HEAVY DUTY MODEL 2 MIN. 16 GA. FACES+ GALV. 1 SURFACE MOUNTED CLOSER PULL SIDE MOUNTED 1 SET WEATHER STRIPPING 1 DOOR SWEEP 1 WALL STOP '� O SET 11 SPRINKLER ROOM 3 FULL MORTISE BUTT TAMPER PROOF HINGES C3 1 STOREROOM LOCK SET 1 SURFACE MOUNTED CLOSER PUSH SIDE MOUNTED uo 1 LATCH PROTECTOR 6, 0 3 SILENCERS 1 THRESHOLD ADA COMPLIANT-GC TO COORDINATE WITH RAIN LIP >- N 1 SET WEATHER STRIPPING U z Z 1 RAINGUARD \ SEE SCHEDULE 0 -j O � 1 DOOR SWEEP SEE SCHEDULE J 1 12" KICK PLATE @ INTERIOR SIDE 3,-6, 24 x 24 Vision Panel 3'-6„ 3.0 O O SET 12 JANITOR CLOSET 3 FULL MORTISE BUTT HINGES U U 1 STOREROOM LOCK SET 1 SURFACE MOUNTED CLOSER PUSH SIDE MOUNTED \ �, \�� 3 SILENCERS @ INTERIOR DOOR 2" FRAME \� 2" FRAME r� f '✓ a \� -F- 1 12" KICK PLATE @PUSH SIDE T r f " r 2" FRAME O TYP TYP b 7 s SX o j' SO j = SX 5X �+-- .> 1 KICK DOWN DOOR STOP o o - -- - o TYP Q SET 13 HALLWAY TO EXTERIOR 3 FULL MORTISE BUTT TAMPER PROOF HINGES 1 STOREROOM LOCK SET \ " a i� -� } i Fire Damper Louver PROVIDE 12" O O 1 SURFACE MOUNTED CLOSER PUSH SIDE MOUNTED j. \� KICKPLATE AS v� T T T T -L-- 1 SET WEATHER STRIPPING NOTED TOP OF 1ST p 1 THRESHOLD ADA COMPLIANT- GC TO COORDINATE WITH RAIN LIP O FLOOR SLAB 1 LATCH PROTECTOR 0 U 3 1 DOOR SWEEP OHOLLOW OLOUVERED HOLLOW ©STORAGE ENTRY (SLIDERS ©STORAGE ENTRY (SLIDER OHOLLOW Z LO O 1 ELECTRIC STRIKE (FOR KEYPAD BY SECURITY VENDOR) METAL DOOR @ EXIT DOORS METAL DOOR @ ELEV SO-SX USX-SO METAL DOOR MACHINE RMS 1 MAGNETIC DOOR HOLDER DEVICE W/TIMER SWITCH B.O.D.: HORTON AUTOMATIC PROSLIDE B.O.D.: HORTON AUTOMATIC PROSLIDE NOTE: SERIES 2003 TYPE 310, SINGLE PART SERIES 2003T TYPE 310T. SINGLE PART " 1. ALL COMMERCIAL HARDWARE SHALL MEET ADAAG & CABO/ANSI ACCESSIBILITY REQUIREMENTS. 2. ALL EXTERIOR DOORS, DOORS BETWEEN STORAGE AND OFFICE, AND DOORS BETWEEN CONDITIONED AND NON CONDITIONED SPACES SHALL RECEIVE WEATHER STRIPPING ON ALL 4 SIDES. DOOR TYPES ` 3. DESCRIPTIVE LATCH TERMS FOLLOW 'ALLEGION'WHERE POSSIBLE. 4. COMMERCIAL HARDWARE LATCHES -ALLEGION (LIGHT AND MEDIUM DUTY COMMERCIAL GRADE) OR EQUAL SATIN CHROME FINISH. 5. ALL HARDWARE SHALL MEET UL RATING AT DOORS REQUIRED TO BE RATED AND PER NTC CODE. 6. PROVIDE SILENCERS IN METAL DOOR FRAMES UNLESS NOT PERMITTED FOR FIRE RATING OR UNLESS WEATHER STRIPPING IS PROVIDED. PLANNING-ARCHITECTURE -PROPERTY VISIONING 1 Layer Drywall Each Side (Or Per Wall Type) Anchors (2 @Head, 3 @Each 800 W. Broad St.Suite 400 Full Height Metal Studs Per Wall Type Jamb) Falls Church, Virginia 22046 ®' 703-356-6771 fax: 356-7010 Hollow Metal Door Frame Metal Studs Per Wall Type Hollow Metal Door Frame ED ARC Anchors (2 @ Head,3 @ Each E AIV y�T Jamb) Hollow Metal Door Frame (Fill �v I OG F� With Grout) Anchors (2 @ Head, 3 @ Each Jamb) r n - Hollow Metal Door ,�, Hollow Metal Door A 4 -Hollow Metal Door [ 11� " dA � g05q� OQ' OF NE`N y Alum.Threshold @ BWD CHITECTS Ltd.2021 DOOR -� - SCHEDULES Note: o See A-500s Sheets For Additional Information P A-080 1 T HM Door in Stud Wall-Plan (--2� T HM Door in Block Wall ('3--� T HM in Ext Stud Wall-Section 12 of 28 A-080 Scale: 1 1/2" = 1 '-0" A-080 Scale: 1 1 /2" = 1 '-0" A-080 Scale: 1 1/2" = 1 '-0" 0 0 I PERMIT SET 12/21/21 /�-��/---�v�--\�r�\/---���--\✓�--,\/�--��,---�v�--.\,�----.\/--�Vi--\✓�--,\/ --��,—���--\/---��/--w�--_\��--�\ --�\J,--\✓�--- \/ �,--�v�--- ./,-�\ -.��� ✓ram\/ �\V ��. \/ � V �'-�\/ \V — ✓ _'\/'_ �/^ �,� ' Al 1 l�ermit 2/14/22 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 30 Rlsponse#1 f `\ 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-01, 27 10'-01, 10'-0" 9'-4" \ ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I i I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I 4" I I I I I I I I 1 I I I I I I I I I I I I I I I 4" 70 I I I I I i I i I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ 1 290'-0" H \ N 1 I 0 3 A300 / 180'-0" Q 35-0" a 75'-0" < CL 34 33 / o A502 A502 o Q ) N 19'-4" 10'-0" /1 0. —1' N ►. --- ------------------------------0 ----------- X o Q / I I `O @ — \� I iUnconditioned Units III I I 'O II +/-3-6 i t it#2 M.O. I ( `2 VIE Coord w/ 1 I I IEIe Manf - _ M01 I J r Elev. I I—N " 19'-4" I I I #2 Elev. # °o 10'-8 / j I Unconditioned Units b Pit Slab ; Sprinkler chn Rrr1. R i I o \ ( I I 4-0 ; om I 1 Q- 034 I 23 42.6' lev. o _ --- L I / 33 a A502 N I A501 oc - I } / A502 a a Outline of Footin 21 I -- — ---- - --� Pit Dimensions To Be Coordinated - 0 g A501 I s , ®� � O Electric -� m H Edge Of Slab ` With Elev. Manf. in : Room oLO —— N ——— _————————— —————— ——————— —— � C M \ _. 1 i \ xo 10 @ -1 .1 TML I - z 7'-8" 21'-4" I J c III +/ -6 4-o III o I I o . a� ``_' I IIU. o II R-10 Perimeter Insulation I I I O U Stair#1 i VIE COoordllw1 N Unconditioned Units I I IIII l/ r- 2 ' 1'_0'- -10" Elev Manf II I 0 .,_. O 2"Typ Slab Gap For Insulation at Thermal <A201 �\ A201 O M.O. _ c i U o I I Walls Above Typ o _ T - II Plumbing Fixture Above N I I ---------- I �- - L .a Elev. a� o MEl�v. #1; #1 ; - Plumbing Fixture Above % 2 (I G hn Rni Pit Slab. ' A300 42.6' Elev. ' ' I A300 \ i O - E -- ------- o o 0 TYPICAL SLAB ON GRADE CONSTRUCTION: FFE 42.6' I 0 30 Pit Dimensions To Be Coordinated 6 CONCRETE SLAB W/ REINFORCING PER STRUCTURAL z o F-- a I With Elev. Manf. v 10 MIL POLYETHYLENE VAPOR BARRIER \ b I 22'-0" 7'-8" v 4"MIN WASHED GRAVEL I \ / { ' 22 23 22 ::0.,1 > I A501 A501 o A501 -- H a II PL NNING•ARCHITECTURE PROPERTY VISIONING '800 W. Broad St. Suite 400 / 36 Fa�s Church, Virginia 22046 ( A502 ------------ ---------------- o y H ( T I 7 -356-6771 fax: 356-7010 nconditioned Units " `o I o Unconditioned Unit I � o � pl � II D ARC x r I I NK tip, C-1� 21 \ A501 34 \ ��T A502 F OF NEB I 1 © 021 A300 \ \ SLAB 9'-4" 90'-0" PLAN O O N 1 SLAB PLAN A- 1 00 �A-100 Scale: 3/32" = 1 '-0" � � / 3 OF 28 1 PERMIT SET 12/21/21 A, Q Al�ermit 2/14/22 O IIIIIIIIIIII1 1 IIIIIIIIIIIIII 03 04 05 IIIIIIIIIIIII1 6 0IIiIIIIIIIIIIII 7 08 0IIIIIIIIIIIIIII 9 1IIIIIIIIIIIIIII 0 1IIIIIIIIIIIIII1 1 1►IIIIIIIIIIIIII 1IIIIIIIIIIIIIII 3 1IIIIiIIIIIIIIII 4 1IIIIIIIIIIIIIII 5 1IIII1IIIIIIIIII 6 1IIIIIIIIIIIIIII 7 11IIIIIIIIIfIIII 1IIIIIIIIIIIII 9 2II►IIIIIIIIIIII 0 2IIIIIIIIIIIIIII 1 2I1IIIIIIIIIII 2 III 2IIIIIIIIIIIIIII 3 2IIIIII{IIIIIIII 4 2IIIIIIIIIIIIIII 5 2I1IIIIIIIIIIIII 6 2iIIIIIIIIIIIIII 7 2IIIIIIIIIIIII II 8 2IIIIIIIIIIII1II 9 3►IIfIIIIIIIIII 0 R 1 j1 sponse#1 \ 4 10'-01. 10'-01, 10'-01, 10'-01, 10'-01, 10'-01, 10'-01, 10'-01, 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-01, 9'-4" 4" 2. 5-0" 290'-0" ------------------------------ o oU- ' o 5a_M 0M \ \ A3 00 180'-0" 30'-0" \75-0" 3.A 81.0,1 1.01810„ _ I 8 1.041.A1Il\\1 _ 1 �r1e—9�'--15I7 T—'1A/t N-2 "A 1 �III9 '-10 1/2" 10 Faceof Girt (Typ) ------------- N ° 01 Face of Girt 3.A M\�\00 A 8'-0" ,-0' 8'-0" - 8'-0" L--iW1Vc-w—EWH °mcNQv'oN j o 3 4 FA Da 2.6 500 Entry 2 1 Hr Ir 2 C , EWH j oFE On 1 \ 1 Hr SW 1 I Sprinkler C; o le # 2 Room 138'-0" "0RE 0 1 Hr 0 A m FDC 2-0 Pier o 7 Ib 8'-0" Door 503'-8" 12-011 _811 -48'-0" U Typ. 9 17/21 0 ( � 21 q Electric 500 Rom A 10-0 \/ /1 ■� 1J ■�!' +cO2 4 uc<� Sw 1 1 0 1 T P. L I / >On- - (— \ � 5 05 1„�1 � 3.A Ot V RJ+6I'S'CCt LI�y LOti r n=0 N TQ LO w(Q0 AN CURIAN E 7- 0 JIQ N > j G Ic-,- pr— L--ABaVE-_J EWH Air Intakes, Ref En� a EWH � 04 U �i A201 0 2 300 oo I .01 9 2 o o Op 1 Hr Ele #1 12 A50 \ -C 4.D ® oHr A 5-0F .B & 0 0 O w FE � � 05 � 5 5 5 6-1 CD U 2 LQ � O O A500 a ?5ove En 6to o N ° ° 5 5 5 5 5 5 5 5 d�ch.Sy Ah9dP TYP. i® 0 4 av7 b 4.D 18/22 N 0 o A501 19/23 A501 �41 LO N 4'-10" PLNNING•ARCHITECTURjO— GEm SW3 )PROPERTY OP \ \ \ FE "'800 W. Broad St.Suite 400SW Fa�s Church, Virginia 22046 ° 71 fax:356-7010 l�Ent 3 iN A AQt— — 100\ +; 1> 1 1 1 1 1 1 Q ° °0 0 0 a o Face of Girt 2-0" Pier 2'-0"Pier 2'-0" Pier 8'-0" Door 8'-0"Door 8'-0, ')' 0' 1 I 81_OI 1 '- 'Face of Girt (Typ) 2'-0"Pier ;1-0011 0 �1' 9.41 1 8_OI " ' A� Typ. 158'-0" Typ. 58'-0" Typ.I G rc itects 20210 5 °a290'-0" 500 1ST FLOOR PLAN Graphic Symbols O Bearing Walls- Full Height Non Bearing Unit Divider Corridor Partitions-8'-0" Ht 1ST FLOOR PLAN A- 101 A-101 Scale: 3/32 0 - ERFe Fire Ex inguisher'�abinet ^ / /\ ^ /\ �\ /� '� /\ /` /\ / n �\ ,� \ n / \ ^ /\ \ A,, / 14 OF 28 \� to @ 150-01`9.C. lyl�x � / �� \�/ \_/ \� �� \_/ �/ �.� `/ \ �� ® Extent of Ceiling Insulation 1 PERMIT SET 12/21/21 A, 2. 1 l�ermit 2/14/22 Rjsponse#1 01 02 03 04 05 06 IIIIfIIiII II 3.A IIIIIIIIIIIIII IIIIIIII IIIIII I►IIIIIIIIIIII ►IIIIIIIIiiIII ►IIIIIIIIIIIII 0IIIIIIIIIIIIII 7 0,iI►►►IIIIIIII8 0II►IIIIIIIIIII9 10 1IIIIIIIIIIIIII 1 12 13 1IIIIIIIIIIIIII 1IIIIIIIIIIIIII 5 o 1IIIIIII1III►II 6 1IIIIIIiIIIIIII 7 18 1IIIIIIIIIIIIII 9 2IIIII►IIIIIIII0 2IIIIIIIIIIIIII 1 2IIIIIIIIIIIIII 3 IIIIIIIIIIIIII 4 2IIIIIIIIIIIIII 5 A3 :a II1IIIIIIIIIII 6 2IIIIIiIIIIIIII 7 2IIIIIIIIIIIIII 8 2IIIIIIIIIIIIII 9 3.A3 lIIIIIIIIIIII 0 4" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10't0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-4" 11 — 4vU" 290'-0" o o el ULL_ a 00 04 180'-0" 35-0" 75-0" 3.A 3.A Face ofGirt (Typ) W 1 Face of aG i t (Typ) N TYP. —————— ————— —————— \ 1/ 1) o Q II11I air 2 0C14 Elev. Lobby N Aech, bgve L_� i 1 ve __ N A 2 Elev, #2 o.1 L@2;) , 1Hr �0 � \!/\/ C14 1�l ■� ■!��, 0n5 17 54, Lo O A >A20 Air Intake, Ref Mech Dwgs A 0 o U� _b G N A 10'-0" Zo1 +aN3- � cp 04 1��l(//I�\\//\\\\/\>� N _•'�0' mQmAA 550011 - - 09O Q wv r f dEk��Z L y / `F i+ O � 5 5 5 5 5 0 � 0 1 Lair# Fa +n O U 2 500Elev. Lobby I 5 Q A201 0 4- 201 5 5 5 5 510-0 0 0 4.A I U� SW 1 TYP. �o ,� \ � 5 a) a) O Ele #1O : 'Z A30 B SW 3 LO i 00 � E 4.D O o Jc Oc ' 0" 5-0" 17 0" 4 85-0" 5. 9'-8"A300 5 �FI 5 5 5 bo . " Q (2) Q Q (2) Q r-- Nt 3e 10'-01,;Q;,_aV 2 .A300 4A TYP. 5 5 5 5 N 10'-01,A TYP. 1 8 N 7 � 020 19 PL NNING-ARCHITECTURO--- E A 0 )PROPERTY VISIONING A5014 A 'I800 W. Broad St.Suite 400 Sw 3 Fa s Church Virginia 22046 6 505 5 5 7 -356-6771 fax: 356-7010 15 O O ® O O (2) (2) O (2) (2) (2) (2) (2) ® (2) (2) ® el N ?`SDARC1� P . Co4.A Face of Girt (Typ) Face of Girt (Typ) 3.6 290'-0" acects2021 0 2ND FLOOR\ PLAN Graphic Symbols: o SW A Bearing Walls- Full Height 2 5 5 5 5 hc 71 Non Bearing Unit Divider 1 2ND FLOOR PLAN - 102 \ Corridor Partitions-8'-0" Ht --RRFe Fire E iA,,nguisher�abinet n / , /\ ^ \ ^ ,� /\ ^ /\ / n ,\ /\ /\ ^ \ / ^ /A A, A-102 \ Scale: 3/32" n 1 -0" 15 OF 28 \ / ® Extent of Ceiling Insulation 1 PERMIT SET 12/21/21 Ip A, 2. 1 hermit 2/14/22 /� R�sponse#1 II 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 41' 10'-01, 10'-01, 10'-01, 10'-01, 10'-01, 10'-01, 10'-011 10'-01, 10'-01, 10'-01, 10'-01, 10'-01, 10'-91 10'-01, 10'-0" 10'-0" 10'-01, 10'-01, 10'-01, 10'-01, 10'-01, 10't0" 10'-01, 10'-01, 10'-0" 10'-01, 10'-01, 10'-01, 9'-4" 4" \ I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I 1 I I I I t I 1 1 I 1 I I I I i I I I 290'-0" 1 l/ / 1 I ( I N A300 > I / 180'-0" 35'-0" 75'-0" 1 / 25 \ 1 8"Snow Gutter A502 Stair Shaft#2 Below L2 0 1 0 / N Roof Ridge / I Rake Trim I V) 8"Snow Gutter Elev Shaft#2 Below / Roof Ridge \A__ OP -- 1 � 25 13 Rake Trim \ .. cr> / A502 I A501 8"Snow Gutter A501 I 0 > J Roof Ridge •• \ N I Stair#1 Shaft �elow 1 I I M 1 � z � 8 Snow Gutter I / J Roof Ridge \ N / I Roof Peak O I 2 I Elev#1 Shaft elow Locate @ Roof CL Ty / O U 35-0" 14'-8" 60'-4" 1 l/ O 201 j � — I _ A201 \� � U j A501 N \ -- 3,� : 12" � � 0 N Roof Peak eh _ u u N 0 / A300 ih locate @ Roof CL Typ 2 \ L — A3000 _ E i4 �-- CL, typ 26 E 28 � +�— O O 1, 40'-4" 5'-0" 5'-0" u u A502 A502 u o ` O U J - C / ZZ •r 00 M 3": 12" — / Roof Peak f Locate @ Roof CL Typ 14 A501 N .; ,,;.. .• / eh Typ Conditioned Metal Roof PL NNING•ARCHITECTURE upola, Ref A200s Construction: Ref Note 2/A-300 0 I o t PROPERTY VISIONING Center Cupolas between Bearing Walls Below +/- 27,786 SF v / Typ. 1 Of 4 �800 W. Broad St. Suite 400 Roof Ridge 7 -356-6771 fax:356-7010 Fa s Church, Virginia 22046 Line of Add'I Support Structure for Cupolas under Roof, See Struct Roof Ridge �_8"Snow Gutter ED A DAk � 9 054,A` y0� /J L4" Downspout(Typ 1 of 20) F NE`N \_8"Snow Gutter 1 b darchitects 2021 A300 i \ ROOF � o 1 PLAN 0 Q 1 ROOF PLAN A- 1 03 � ti /� �\ ,� Scale: 3/32" n 1 '-0" 16 of 28 \ Q, 3 0' O PERMIT SET 12/2 1 21 r LOCATION PRIMER PAINT MATERIAL NO. ITEM MANUFACTURER FINISH COLOR REMA RKS MTL-1 METAL SIDING MBCI PBR PANEL Note #6 - Profile to Match Exist. Adjacent Bldgs B.O.D. COATS VOC B.O.D. COATS VOC MTL-2 RAKE TRIM MBCI PRE-FINISHED Note #6 WALLS TYP, DRYWALL PROMAR 200 INT. LATEX PRIMER 1 >50 /L;0.42lb/ al PROMAR 200 INTERIOR LATEX- EGGSHELL 2 >50 /L; 0.42lb/ al METALS MTL-3 METAL ROOF MBCI PRE-FINISHED Note #6 • Profile to Match Exist. Adjacent Building Q O WALLS BREAKROOM & RESTROOMS PROMAR 200 INT. LATEX PRIMER 1 >50 /L; 0.42lb/ al PROMAR 200 INTERIOR LATEX-SEMI-GLOSS 2 >50 /L;0.42lb/ al MTL-4 METAL PIER SKIN -- PRE-FINISHED Note #6 1� EXPOSED FIRESPRAY CAFCO BOND SEAL COATING PER MFR WATERBORNE ACRYLIC DRY FALL- FLAT 1 >100 /L;0.83lb/ al MTL-5 GUTTER MBCI PRE-FINISHED Note #6 YDRYWALL CEILINGS TYP. PROMAR 200 INT. LATEX PRIMER 1 >50 /L; 0.421b/ al PROMAR 200 INTERIOR LATEX- FLAT 2 >50 /L; 0.42lb/ al MTL-6 DOWNSPOUT MBCI PRE-FINISHED Note #6 - w/ Bollard Protection T 1 Permit 2/14/22 HM DOORS AND FRAMES PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER 1 96 /L; 0.80lb/ al PROMAR 200 INTERIOR LATEX-SEMI-GLOSS 2 >50 /L; 0.421b/ al yp 1 Response#1 ;z STAIR METALS PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER 1 96 /L; 0.80lb/ al PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS 2 >50 /L; 0.42lb/ al F-1 ROLL-UP DOOR JANUS PRE-FINISHED Note #6 • SEE A-080s FOR ADDITIONAL DETAILS CONCRETE FLOORS NEW SEE STORAGE FINISH SCHEDULE ON A081 - - SEE STORAGE FINISH SCHEDULE ON A081 - - FENESTRATION F-2 HOLLOW METAL DOOR MFR PAINT Note #6 MASONRY/CONCRETE WALLS SEE WALL TYPES SHEET A070 - - SEE WALL TYPES SHEET A070 - - F-3 SLIDING ENTRY DOOR HORTON PRE-FINISHED Note #6 i� METAL PANELS, GATES,TIE-BACK RODS, LINTELS PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER* 1 - PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS 2 N/A EIFS ACCENTS N/A - - N/A - - MEP-1 AIR INTAKE LOUVER -- PRE-FINISHED MATCH ADJACENT SURFACE • NOTE #2 _.0 - - - - - - - PLUMBING MEP-2 WALL PACK LIGHT -- PRE-FINISHED Note #6 NOTES: ELECTRICAL MEP-3 EGRESS LIGHT -- PRE-FINISHED Note #6 1. PREPARE ALL SURFACES ACCORDING TO MANUFACTURER'S SPECIFICATIONS PRIOR TO APPLYING PAINT AND/OR PRIMER IN ORDER TO ALLOW FOR PROPER ADHESION. MEP-4 CONDENSER UNIT SEE MECH PRE-FINISHED - 2. PAINT ALL EXPOSED SURFACES; INCLUDING AREAS BEHIND SHELVING AND EXCEPT WHERE NATURAL FINISH IS OBVIOUSLY INTENDED OR NOTED NOT TO BE PAINTED. MEP-5 RECESSED LIGHT -- PRE-FINISHED - 3. WHEN SURFACES ARE NOT MENTIONED, PAINT SAME AS ADJACENT MATERIALS. IF COLOR OR FINISH IS NOT DESIGNATED,THE ARCHITECT SHALL SELECT. MEP-6 HOSE BIBB -- PRE-FINISHED - 4. PROTECT ALL MATERIALS AND SURFACES FROM DAMAGE AND STAINING DURING SURFACE PREPARATION, CLEANING, PAINTING, AND DRYING PERIOD. 5. DTM BONDING PRIMER SHOULD BE USED ON METAL PANELS THAT ARE FINISHED WITH A FACTORY BAKED-ON FINISH. 0-1 BOLLARD -- PRE-FINISH VINYL COVER SAFETY YELLOW • 6" DIAMETER O-2 FDC 0-3 CUPOLA COLUMBIA CUPOLAS - #S3CV-V Note #6, #7 Note #6, #7 Design to Match Exist. on Ad'Storage Bldg NOTES 1. GC to Provide Caulk in Color to Match Adjacent Ext. Finishes, Typ 2. General Note for all Finish Colors and Materials Listed Above: GC to Submit Samples for Architect/Owner Approval 3.All Doors, Windows, and Transitions between Materials to recieve flashing per ASTM 2112 4. Painters to do On-Site Mockup to be Approved Prior to Commencement of Painting 5. Refer to Painting Schedule for Painting Specification 6. Exterior Finishes to Match Existing Adjaccent Building 7. Cupola to have Operable Access Panel NEW FLASHING BASIS OF DESIGN (INCLUDING BUT NOT LIMITED TO THRU WALL CONDITIONS, COPINGS, BUILDING SET BACKS,SILLS,SPANDRELS, LINTELS,AND GRADE): YORK 304 SELF ADHERING STAINLESS STEEL 1. WHEN FLASHING IS OVER 10"IN VERTICAL HEIGHT OR HORIZONTAL WIDTH USE 0.018"STAINLESS STEEL. COUNTER-FLASHING & COPINGS (INCLUDING BUT NOT LIMITED TO CAP FLASHING OR HOODS) 1. USE ROOFING MANUFACTURER APPROVED SYSTEM. 2. MINIMUM STANDARD IS 1.25 MM (0.050") THICK ALUMINUM PREFINISHED TO MATCH ADJACENT MATERIAL OR PER MATCH ELEVATION NOTES 3. FABRICATE TO LAP BASE FLASHING A MINIMUM OF 100 MM (4") -� WITH DRIP EDGE 4. HEMMED EDGES AT ALL EXPOSED EDGES cn LO O � N U z J 7- 0 0 O -�- � v� U � V a0 O o Typ Conditioned Roof Construction: Ref Note 2/A-300 LL E ,� E O 1 0IIIIIII 1 0IIIIIIIIIII 2 0IIIIIIIIIII 3 0IIIIIIIIII 4 0IIIIIIIII 5 0IIIIII 6_ 0IIIIII 7 I, 30560IIIIII8 0IIIIII9 j I I 1IIIIII0 I 1IIIII 1 (11IIIIII 2 1IIIIIII 1IIIIII 4 i 11 IIIIII5 1III►II 6 1IIIIIII 7 1IIIIIII8 I 1IIIIII 9 2IIIIII0 A i 1 22 IIIIIII 3 2IIIIIIII 4 III1IIII 5 I 6 i 2IIIIIIIII 7 I 11MIMIN NELIZIFNIPHO, 911 SIR[ 1004 IMM"N 1 mr, HIM 13 11 I 2IIIIIIIII 8 � ' 2-IIIIIhIII 9 3IIIIIII0 � - , F' - " -�' �- " -R` � c yn-p;i ,a S ' -�U 10' " Z •o 4" 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 -0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10'-0 10' � 9'-4" 4" 1 5-0, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I VIF I I I I I I Ridge Trim by Roof. I 1 I 0-3Cupol I U_ I I I I I I I MEP-5 Recessed Light To of High Roof Peak , 77777 00I 1 17 5: 1 1 1 1 1 1 1 1 1 1 1 1 1 To of Mid Roof Peak PLANNING-ARCHITECTURE , tiE Top of Low Roof Peak -PROPERTY VISIONING 12 12 MTL-3 Metal Roof 28 800 W. Broad St Suite 400 Falls Church. Virginia 2204 6 MTL-5 Guiter Top of Strut 703-356-6771 fax:356-7010 MEP-2 Wall Pack Light o� MTL-1 Metal Sidlingo i 1 Ell 26 el- co Bit 1111 ifill ill r111P ini N111111 F1 M 11 CY) F-1 Roil-Up Storage Door To of 2ndI i Flr Slab RUN�MM 11111111 Corner Trim to Match MTL- NO of 1 st © rchitects 2021Fir Slab - ---------- --- - --------------------- ------- -- ------------------------------------------------------------------------------------ -- ----- --- --------------------------------------------------------------------------------------------------- ast MTL-6 Downspout w/ Bollard Protection,Typ (MTL 4 Metal Pier MTL-4 Metal Pier Skin) Line of Foundation Below Connect Downspout to Underground Leader per Civil 2 -V V MEP-3 Egress Light 50 Elevation 290'-0"3 X I I 9 s A-200 East Elevation 17 OF 28 �+ _ 1_ 11 A-200 Scale: 3/32 - 1 0 O ; r > : . i PER 0 Hill MIT,. �. ... ,:- ;_ SET 12 21 21 LOCATION PRIMER PAINT MATERIAL NO. ITEM MANUFACTURER FINISH COLOR REMARKS MTL-1 METAL SIDING MBCI PBR PANEL Note #6 • Profile to Match Exist. Adjacent Bldgs B.O.D. COATS VOC B.O.D. COATS VOC MTL-2 RAKE TRIM MBCI PRE-FINISHED Note #6 WALLS TYP. DRYWALL PROMAR 200 INT. LATEX PRIMER 1 >50 /L; 0.421b/ al PROMAR 200 INTERIOR LATEX- EGGSHELL 2 >50 /L; 0.42lb/ al METALS MTL-3 METAL ROOF MBCI PRE-FINISHED Note #6 • Profile to Match Exist. Adjacent Building ... .. WALLS BREAKROOM & RESTROOMS PROMAR 200 INT. LATEX PRIMER 1 >50 /L;0.42lb/ al PROMAR 200 INTERIOR LATEX-SEMI-GLOSS 2 >50 /L; 0.42lb/ al MTL-4 METAL PIER SKIN -- PRE-FINISHED Note #6 tie t O EXPOSED FIRESPRAY CAFCO BOND SEAL COATING PER MFR WATERBORNE ACRYLIC DRY FALL- FLAT 1 >100 /L; 0.83lb/ al MTL-5 GUTTER MBCI PRE-FINISHED Note #6LU DRYWALL CEI-INGS TYP. PROMAR 200 INT. LATEX PRIMER 1 >50 /L; 0.42lb/ al PROMAR 200 INTERIOR LATEX- FLAT 2 >50 /L; 0.42lb/ al MTL-6 DOWNSPOUT MBCI PRE-FINISHED Note #6 • w/ Bollard Protection Typ 1 1 Permit 2/14/22 F� HM DOORS AND FRAMES PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER 1 96 /L; 0.80lb/ al PROMAR 200 INTERIOR LATEX-SEMI-GLOSS 2 >50 /L;0.42lb/ al Response#1 STAIR METALS PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER 1 96 /L; 0.80lb/ al PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS 2 >50 /L;0.42lb/ al F-1 ROLL-UP DOOR JANUS PRE-FINISHED Note #6 • SEE A-080s FOR ADDITIONAL DETAILS CONCRETE FLOORS NEW SEE STORAGE FINISH SCHEDULE ON A081 - - SEE STORAGE FINISH SCHEDULE ON A081 - - FENESTRATION F-2 HOLLOW METAL DOOR MFR PAINT Note #6 �� MASONRY/CONCRETE WALLS SEE WALL TYPES SHEET A070 - - SEE WALL TYPES SHEET A070 - - F-3 SLIDING ENTRY DOOR HORTON PRE-FINISHED Note #6 METAL PANELS, GATES,TIE-BACK RODS, LINTELS PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER* 1 - PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS 2 N/A E� EIFS ACCENTS N/A - - N/A - - MEP-1 AIR INTAKE LOUVER -- PRE-FINISHED MATCH ADJACENT SURFACE • NOTE #2 iu - - - - - - - PLUMBING MEP-2 WALL PACK LIGHT -- PRE-FINISHED Note #6 NOTES: ELECTRICAL MEP-3 EGRESS LIGHT -- PRE-FINISHED Note #6 1. PREPARE A_L SURFACES ACCORDING TO MANUFACTURER'S SPECIFICATIONS PRIOR TO APPLYING PAINT AND/OR PRIMER IN ORDER TO ALLOW FOR PROPER ADHESION. MEP-4 CONDENSER UNIT SEE MECH PRE-FINISHED - 2. PAINT ALL EXPOSED SURFACES; INCLUDING AREAS BEHIND SHELVING AND EXCEPT WHERE NATURAL FINISH IS OBVIOUSLY INTENDED OR NOTED NOT TO BE PAINTED. MEP-5 RECESSED LIGHT -- PRE-FINISHED - 3. WHEN SURFACES ARE NOT MENTIONED, PAINT SAME AS ADJACENT MATERIALS. IF COLOR OR FINISH IS NOT DESIGNATED, THE ARCHITECT SHALL SELECT, MEP-6 HOSE BIBB -- PRE-FINISHED - 4. PROTECT ALL MATERIALS AND SURFACES FROM DAMAGE AND STAINING DURING SURFACE PREPARATION, CLEANING, PAINTING, AND DRYING PERIOD. 5. DTM BONDING PRIMER SHOULD BE USED ON METAL PANELS THAT ARE FINISHED WITH A FACTORY BAKED-ON FINISH. 0-1 BOLLARD -- PRE-FINISH VINYL COVER SAFETY YELLOW • 6" DIAMETER O-2 FDC NEW FLASHING BASIS OF DESIGN O-3 CUPOLA COLUMBIA CUPOLAS - #S3CV-V Note #6, #7 Note #6, #7 Design to Match Exist. on Adj Storage Bldg (INCLUDING BUT NOT LIMITED TO THRU WALL CONDITIONS, COPINGS, BUILDING SET BACKS,SILLS,SPANDRELS, LINTELS,AND GRADE): NOTES 1. GC to Provide Caulk in Color to Match Adjacent Ext. Finishes,Typ YORK 304 SELF ADHERING STAINLESS STEEL 2. General Note for all Finish Colors and Materials Listed Above: GC to Submit Samples for Architect/Owner Approval 1.WHEN FLASHING IS OVER 10"IN VERTICAL HEIGHT OR 3. All Doors, Windows, and Transitions between Materials to recieve flashing per ASTM 2112 HORIZONTAL WIDTH USE 0.018"STAINLESS STEEL. 4. Painters to do On-Site Mockup to be Approved Prior to Commencement of Painting 5. Refer to Painting Schedule for Painting Specification Fill COUNTER-FLASHING & COPINGS 6. Exterior Finishes to Match Existing Adjaccent Building (INCLUDING BUT NOT LIMITED TO CAP FLASHING OR HOODS) 7. Cupola to have Operable Access Panel 1. USE ROOFING MANUFACTURER APPROVED SYSTEM. 2.MINIMUM STANDARD IS 1.25 MM (0.050") THICK ALUMINUM PREFINISHED TO MATCH ADJACENT MATERIAL OR PER MATCH ELEVATION NOTES 3. FABRICATE TO LAP BASE FLASHING A MINIMUM OF 100 MM l WITH DRIP EDGE 4. HEMMED EDGES AT ALL EXPOSED EDGES 0 Line of Stairwell Beyond 5�-0„ 0-3 Cupola --- VIF MEP-2 Wall Pack light I^ - Tvp Conditioned Roof Construction: Ref Note 2/A-300 MTL-2 Rake Trim -- 7 - Top of High Roof Peak To of Mid Roof o Peak ''ill II III! I'I', I.IIII IIII, !I��� bi;Iiil II" II', i Top of Low Roof Peak � II III 12 �,;I I!II I I, I I; ,� i 11 ll"! I'llll' 12 Ridge Trim by Roof Mfr L. 31 II IIIII'' "I III I' ill 2s MTL-3 Metal Roof 111 it!!, I Ill 50 :I I � C3 II II ', ,II' ylll IIII IIII I,III'I'I 'I MTL-5 Gutter To of Strut -,._ MTL-1 Metal Siding)II i O c� III � I 'v II I � o � I I I II L. I 1 I I M >- ! (� co Ill !; pi 29 II 1 Line of Thermal Wall Beyond o� jillllll I' III IIII i'ii III Ili so To of 2nd Fir Slab I'll '- Z t h MTL-1 Corner Trim to Ma c III II,I� III,I III IIiIIIII I ;l �,'I,II � �I ; ', � I U � 'I IIII I I, f III III Ili ,IIII 11 I' I - J Z ! I I I 4 I I �i II i �O J I I I IiI � .II I I li ' \I, I I ,I I I I Line I I , I 'I L e o Thermal I f ma Wall Beyond �� I h. I I I , I I I I. I C Y I I I Foundation Below I. I Line of Founda o 0 6 . I L. �I I \ N�p IIII I o I I I I II I i IL) . I I IJ ,II Ill i I„ .I I O I I i i I II!,I Ili ,i;�I I''II IIII IIII IIII ��I III ',IIII!IIJ To of 1st O u Flr Slab MTL-6 Downspout w/ U _______I_ _______L_ 33 ________ ____ _____ _____ _ _ Bollard Protection,Typ O MEP-6 Hose Bibb So MEP-3 Egress Light MEP-4 Condenser Unit D Connect Downspout to u <n F-2 Hollow Metal Door O-1 Bollard Underground Leader per Civil 20'-0" 21l 80'-0" 1 -� U j p a� O 2 South Elevation -� ° A-201 Scale: 3/32" = 1 '-0" 0 U Z � 2 5'-0" VIF A;- (0-3 Cupola co > Top of High Roof Peak " MEP-2 Wall Pack Light Typ Conditioned Roof Construction: Ref Note 2/A-30 PLANNING*ARCHITECTURE Ridge Trim by Roof Mfr 31 12 -PROPERTY VISIONING MTL-3 Metal Roof N Line of Stairwe Beyond 800 W. Broad St. Suite 400 25 Fails Church, Virginia 22046 MTL-5 Gutter 50 703-356-6771 fax: 356-7010 _ To of Strut MTL-1 Metal Siding l I' , I I L D Aj cy� E ANh- 29 SIM 18 I 50 so To of 2nd Flr Slab \ �, Corner Trim to Match MTL-1 ! ! 'llllll li ! 'i I ,I' Line of Thermal Wall Beyond 9 05 y0 Line of Foundation Below li rIII' \ To of l t Flr Slab F N54- s 33 I © darchitects 2021 50 I MTL-6 Downspout w/ Bollard F-2 Hollow Metal Door MEP-1 Air Intake Louver MEP-3 Egress Light Side Elevations Protection,Typ Sot 0-1 Bollard so O.2 FDC Connect Downspout to Underground Leader per Civil MEP-4 Condenser Unit 120'-0" 1 MEP-6 Hose Bibb A-201 1 North Elevation 18 OF 28 A-201 Scale: 3/32" = 1 '-011 a o � � >.: 1 f _ . . .. :. . PERMIT SET 12 21 21 m 3 1 LOCATION PRIMER PAINT MATERIAL NO. ITEM MANUFACTURER FI NISH COLOR REMARKS MTL-1 METAL SIDING MBCI PBR PANEL Note #6 • Profile to Match Exist. Adjacent Bldgs B.O.D. COATS vOC B.O.D. COATS VOC MTL-2 RAKE TRIM MBCI PRE-FINISHED Note #6 WALLS TYP. DRYWALL PROMAR 200 INT. LATEX PRIMER 1 >50 /L; 0.42lb/ al PROMAR 200 INTERIOR LATEX- EGGSHELL 2 >50 /L 0.42lb/ al METALS MTL-3 METAL ROOF MBCI PRE-FINISHED Note #6 Profile to Match Exist. Adjacent Building WALLS BREAKROOM & RESTROOMS PROMAR 200 INT. LATEX PRIMER 1 >50 /L; 0.42lb/ al PROMAR 200 INTERIOR LATEX-SEMI-GLOSS 2 >50 /L 0.42lb/ al 1 MTL-4 METAL PIER SKIN -- PRE-FINISHED Note #6 O EXPOSED FIRESPRAY CAFCO BOND SEAL COATING PER MFR WATERBORNE ACRYLIC DRY FALL- FLAT 1 >100 /l; 0.83lb/ al MTL-5 GUTTER MBCI PRE-FINISHED Note #6 ce DRYWALL CEILINGS TYP. PROMAR 200 INT. LATEX PRIMER 1 >50 /L; 0.421b/ al PROMAR 200 INTERIOR LATEX- FLAT 2 >50 /L 1 Permit 2/14/22 0.421b/ al MTL-6 DOWNSPOUT MBCI PRE-FINISHED Note #6 • w/ Bollard Protection Typ 1 Z HM DOORS AND FRAMES PRO-INDUSTRIAL PRO-CRYL UNIV, ACRYLIC PRIMER 1 96 /L; 0.80lb/ al PROMAR 200 INTERIOR LATEX-SEMI-GLOSS 2 >50 & 0.42lb/ al Response#1 STAIR METALS PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER 1 96 /L; 0.80lb/ al PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS 2 >50 /L!0.42lb/ al F-1 ROLL-UP DOOR JANUS PRE-FINISHED Note #6 • SEE A-080s FOR ADDITIONAL DETAILS CONCRETE FLOORS NEW SEE STORAGE FINISH SCHEDULE ON A081 - - SEE STORAGE FINISH SCHEDULE ON A081 - FENESTRATION F-2 HOLLOW METAL DOOR MFR PAINT Note #6 °C MASONRY/CONCRETE WALLS SEE WALL TYPES SHEET A070 - - SEE WALL TYPES SHEET A070 - - F-3 SLIDING ENTRY DOOR HORTON PRE-FINISHED Note #6 O M METAL PANELS, GATES,TIE-BACK RODS, LINTELS PRO-INDUSTRIAL PRO-CRYL UNIV. ACRYLIC PRIMER* 1 - PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS 2 N/A EIFS ACCENTS N/A - - N/A - - MEP-1 AIR INTAKE LOUVER -- PRE-FINISHED MATCH ADJACENT SURFACE • NOTE #2 W - - - - - - - PLUMBING MEP-2 WALL PACK LIGHT -- PRE-FINISHED Note #6 NOTES: ELECTRICAL MEP-3 EGRESS LIGHT -- PRE-FINISHED Note #6 1. PREPARE ALL SURFACES ACCORDING TO MANUFACTURER'S SPECIFICATIONS PRIOR TO APPLYING PAINT AND/OR PRIMER IN ORDER TO ALLOW FOR PROPER ADHESION. MEP-4 CONDENSER UNIT SEE MECH PRE-FINISHED - 2. PAINT ALL EXPOSED SURFACES; INCLUDING AREAS BEHIND SHELVING AND EXCEPT WHERE NATURAL FINISH IS OBVIOUSLY INTENDED OR NOTED NOT TO BE PAINTED. MEP-5 RECESSED LIGHT -- PRE-FINISHED - 3. WHEN SURFACES ARE NOT MENTIONED, PAINT SAME AS ADJACENT MATERIALS. IF COLOR OR FINISH IS NOT DESIGNATED, THE ARCHITECT SHALL SELECT. MEP-6 HOSE BIBB -- PRE-FINISHED - 4. PROTECT ALL MATERIALS AND SURFACES FROM DAMAGE AND STAINING DURING SURFACE PREPARATION, CLEANING, PAINTING, AND DRYING PERIOD. 5. DTM BONDING PRIMER SHOULD BE USED ON METAL PANELS THAT ARE FINISHED WITH A FACTORY BAKED-ON FINISH. 0-1 BOLLARD -- PRE-FINISH VINYL COVER SAFETY YELLOW • 6" DIAMETER O-2 FDC 0-3 CUPOLA COLUMBIA CUPOLAS - #S3CV-V Note #6, #7 Note #6, #7 Design to Match Exist. on Ad'Storage Bldg NOTES 1. GC to Provide Caulk in Color to Match Adjacent Ext. Finishes, Typ 2. General Note for all Finish Colors and Materials Listed Above: GC to Submit Samples for Architect/Owner Approval 3. All Doors, Windows, and Transitions between Materials to recieve flashing per ASTM 2112 4. Painters to do On-Site Mockup to be Approved Prior to Commencement of Painting 5. Refer to Painting Schedule for Painting Specification 6. Exterior Finishes to Match Existing Adjaccent Building 7. Cupola to have Operable Access Panel NEW FLASHING BASIS OF DESIGN (INCLUDING BUT NOT LIMITED TO THRU WALL CONDITIONS, COPINGS, BUILDING SET BACKS,SILLS,SPANDRELS, LINTELS,AND GRADE): YORK 304 SELF ADHERING STAINLESS STEEL 1.WHEN FLASHING IS OVER 10"IN VERTICAL-HEIGHT OR HORIZONTAL WIDTH USE 0.018"STAINLESS STEEL. COUNTER-FLASHING & COPINGS (INCLUDING BUT NOT LIMITED TO CAP FLASHING OR HOODS) 1. USE ROOFING MANUFACTURER APPROVED SYSTEM. 2. MINIMUM STANDARD IS 1.25 MM (0.050") THICK ALUMINUM PREFINISHED TO MATCH ADJACENT MATERIAL OR PER MATCH ELEVATION NOTES 3.FABRICATE TO LAP BASE FLASHING A MINIMUM OF 100 MM (4") WITH DRIP EDGE 4. HEMMED EDGES AT ALL EXPOSED EDGES V) N to 0 i 0,0 N r- U z Jz4- a� C: Z) ::) O p 4 o V) U 4- V) a) p � V`)' Q �_ " L D o (Dc C O O 30 29 28 27 26 25 24 23 RMMidEE 9PPe�--M25 T TW rRiL n- ssed Lighd t� 2IIIIIIIII 1 2IIIIIIIIIII0 1 3 1IIIIIIIIIII 9 Iy 1IIIIIIII 8 1IIIIIIIIIII 7 a� 1IIIIIIIIiI 6 II � 1IIIIIIIIIII 5 1IIIIIIIIIII 4 tWI 1IIiIIIIIII 3 12 11IIIIIIIIII 1 1iIIIIIIIIIII0 i 0IIIIIIIIII 9 0IIIIIIIIIIII 8 0IIIIIIIIIIII 7 0IIIIIIIII 6 '0 IIIIIIIIIII 4 0IIIIIIIIIII1 3 0I1IIiIIIIII2 0 IIIIIIIII, 1 �x``{j• '-'-" i." U o LO 1A4 -4 0'-0 10' Z `"M"o 'I' O � -0 10'-0, 10'-0' 10-0' 10'-0 10'-0 10'-0 10-0 10'-0' 10'-0 10'-0 10'-0 10'-0' 10'-0 10'-0 10'-0 10'-0 10'-0 10-0' 10'-0 10'-0 10'-0 10-0 10-0 10'-0' 4" Line of Elev:ihaft Beyon I I I 15-0 Typ Conditioned Roof Construction:- 0-3 Cupola VIF Ref Note 2/A-300 ece oo Top of High Roof Peak MEP-1 Air Intake Louver Top of Mid Roof Peak PLANNING-ARCHITECTURE E all Pack Light 28 26 Top ofI ow Roof Peak -PROPERTY VISIONING i bY Mfr MEP-5 800 W. Broad St. Suite 400 Recessed Falls Church, Virginia 22046 3 Metal Roof 'Light 703-356- 6771fax: 356- To o iIIIt III iIIiII I I'1I rI II1I''iII JhII IIII I IIII IIl ILI'Ij1 1l'iIaIuI llII lI III IIII I�II I','I1I I,I'I I I III I'I IIiI IIII IIIiI Il'I'I IIAI I III I IIrII IIfIr III II IIII IIIIIII II I I'IIIIv II ILIL•I'I'I!II'I I. II,I'I III uIIIr ' 'I IIIV II IIlI I!IIiI I�II IrII IlI IIIIII IIII ' I' Ii1 I Ii'III'I 'II I II;II'II :'IIIII I�►'.II II III I IIIrI I,,IIII .IIIIII LiP,II''III !IIIII,II LIrII'II,, III II'IIIII' I hI �niIItII 'f I III III I l'I II II I: /I I aaI I I; I lII arI I i" -II I II aaI III .I'I IIIIIIII.I I',. II�I IhII 1IIIIIl, iI'iIIIIIIII lII III I'I IIIII rrlI I'IIIII vIliII'lII III'l lIIIIlI IIII IIII III II'I IIIIIIII IIIII tIIrIIIII IIII.II�JI'dI,o IIII 'IiII II IIIII III rItL IIII Iw !'L iII II I�. III� II:I II'I IIIIII UI I IIr III II'I iII'jIIIIII 1l I, IiIiIII I _ - 0 9 5� .G R Y�F N5Y, A E � N � Acu l.�tiO2Q � 7 010 f Strut O MTL-5 Guter I I' I I I I � I I O c� Metal Siding 01 17 �1�0'T0 0f nd Flr lab 11019 I I',I Imgminam it I O Corner Trim to MTL-1 :o To of 1st Flr Slab-00 IRE darchitects 2021 F3 Sliding Entry Door 4' MTL-4 Metal Pier Skin ---------- MTL-6 Downspout w/ _____ ___ -_ Connect Downspout to------------- ------- -- --------- ---------------------------------------------------------------------------------------- --------- --------- Underground Leader per CivilEgress Ligh 34 Bollard Protection,Typ 22 36 21 34 - Line of Elev Shaft Beyond West Elevation 50 MLMetal Pier Skin 501 50 501 0 Line of Foundation Below. V N A 9L 75,-0„ 35,-0" 180'-0" A-202 0 0 1 West Elevation 19 OF 28 A-202 Scale: 3/32" = V-0" 0 , _ W I PERMIT SET 12/21/21 q 01 0IIIIIIIIIIIII2 03 f ,04 05 -4 ._0III1IIIIIIIII 6 01II1IIIIIIIII 7 W.....-. .._ 0III1IIIIIIIII 8- �50 1 _ 0II►ItIIIIIIII9 . :"1rII IIII1IIIIIIII0 1 1-- 1- .III1IIIIIIIIC 2 1 -- --. -1 IIIIIIIIIII1 ---•••R-4-TD-- 1III1IIIII 5 41�6I .E. -.--- 1IIIIIIIII 7-- _--I-----' ---\- --II-- --1 - 1 IIIIIIIII 9 --r 4.D 2IIIIIIIIIII 0 •-_I1� 11 2IIIIIIIIII 2 - 2IIIII►IIIIIIO 3 '- 2 IIIIIIIIIII 4 _-- 2IIIIIIIIIIII 5 2 IIIIIIIIIIII 6 2IIIIIIIIIIII 7 - --.. 2IIIIIIIIIIII 8---- H44..aDDl l 2IIIIIIIIIIII 9 ",.3f IIIIII,IIIII 0 10'-0"4" 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-01, IIII)III TT@ 4o" 290'-8� 54 Typical Conditioned Ro6f Constructiori: I MBCI Ultra-deck Stan ing Seam Me al Roof Syste With 24 Gau e Smooth 24� Panels I I Structur I Design : Z8" 2 1/2"x 16 G Purlins @ 5-0"IOC See Struc Thermals Design : Simp e Saver Double Layer Roof Insulation System • Insulation per Manf. Specification: 3.5" Batt Insulation (R-11) Over Purlins 6" Batt Insulation (R-19) Between Purlins • Syseal Fabric Liner • UVMAX Coated Steel Straps • Min.Slope 1/4" Per 12" • Follow All Roof System Manufacturer's Details And Requirements For 20-year Warranty • All Exposed Surfaces to be Ptd/Prefinished White Outline of Cupola, 1 of 4 IRef A200s,See Struc. To f IH 2ni OOdhf f FSRloloaoobrf 5P3e.'0ao1O' k 12 1 1 To of Mid Roof Peak 500 To of Low Roof Peak 1214 12 501 oStrut 18 20 Hall - Hall _ o LO 501 HaII `o A501 coMMMWEI 13 2 E6 Ma 501 4.D 4.A To Of Slab @ 1 st Floor 42.6' 16 24 501 HVAC Unit, Ref Mech Dwgs ( 2� Section B-B ....-c" �nJONK-- O yL Dp_Ur i Od� uQ0 j� ' ' � ��,LCv.Oo N0 1 '-0 3/4" FT 48"W Plywood Platform A-300 Scale: 3/32" 0 Line of Studs Beyond in Bearing Wall Typical (5 1/2") Storage Floor Construction Typical 6"Slab On Grade Constructio 3" Deep X 20 GA Composite Deck W/ 2-1/2 x 6 x 16 GA Trimmer 6"Mat Slab W/ Normal Weight Concrete 2 1/2" Normal Weight Conc. Z (Reinforcing Per Structural) Topping=5 1/2"Total Conc. Depth W/ 2-1/2 x 6 x 16 GA Header 10 Mil Vapor Barrier Over 6"X 6 X 1.4/1.4 W.W.M. Z3) Framed into Stud Beyond Min 4"Washed Gravel Bed Install Three Span Layout (3500 P.S.I), � O O U See Structural Plans B.O. Framing U . 0 UV) r0 O J VU fitoO U_ E 4U T.O. 2nd Fir Slab o LO _o= U_ o IF Typical Conditioned Roof Construction: 4 cross Section at Framing for 2nd Flr Heat Pump Ref Note 2/A-300 xx A-300 Scale: 1/4" = 1'-0" To of High Roof Peak 101-01, St- 19 HVAC Unit, Ref Mech Dwgs 12 12 PLANNING-ARCHITECTURE E 3 *PROPERTY VISIONING3/4" FT Plywood Platform 13 Line of Bearing Wall @Front 800 W. Broad St.Suite 400 501 Falls Church, Virginia 22046 2-1/2 x 6 GA Trimmer To Of Strut 703-356-6771 fax:356-70YO 2-1/2 x 6 x 16 GA Header 3•B f 3 o� RED AR17 Hall 3B.O. Framing 4E Hall Hall SDAN 40 0,D 4D -T @ 2nd Floor 53.1`o NHall Hall 501 o 4.0 10 5 AN U . OF NO To Of Slabo @ 1 st Floor 42.6' ©bwdar itects 2021 2 o21 0 402 23 ° -0 5 Buil ing Sec JA T.O. 2nd Fir Slab U . a. 501 a 5501 0 � � o� - Et LL CO Longitu Ref Note 2/A300 Typical(5 1/2") Floor Construction -300 3 Typical 6"Slab On Grade Constructio Ref Note 2/A-300 Section A-A 20 of 28 �00 Scale: 1/4" = 1 '-0" t 300 Scale: 3/32" = 1 '-0" 4"' b` t 1 PERMIT SET 12/21/21 1 1 Permit 2/14/22 Response#1 C� 0 0 U C3 Storage o g I Electrical Rm I Storage c Electrical Rm cUv I P-1� P-1� --i�— Recessed 2x2 Area Light I --- B-2 Mirror � B-1 Soap Dispenser - Hall j I Typ in Bathroom j ADA Bathroom #1 / B-3 Paper Towel I Start Grid I ------ See Elec i Hall 21 Dispenser I YA-400 Layout I All I _ _____ Q I - I I I -' I N B-5 ADA Grab Bar anitor's I _ II 4.F I I o S 10 10 I r ull Ht Clg Closet F -- - - IAB,,,,,co 11 Mop Sink I 7Cg " F- anitor s Closet I I II - �— (V i 1 L - 8—J IL B-4 Toilet Tissue Holde I77 L-- I o ADA DF, a I U .ADA Bathroo" # I ` Suspe de Clg Ref Plumb I o - Q Light See Elec Start Grid I m See A-050 for �r I 7'-10" i CO �+ L I L,,, Mounting Ht Req'ts U Layout ; ----- — ; 1 —6 --- I �• x Base-1 Base-1 I AQ Bothr om#2---- I --- 4.F Refer to Sheet A-050 for ADA MountingOU42 Refer to Sheet A-050 for ADA Mounting Heights and Required Minimum Distances Heights and Required Minimum Distances \ Storage l Storage I ✓ Storage ~��`� ti� � ta e See Mech g Storage 9'-4" 4„ U I 10'-01, I I 9'-4" m 28 \ 29 30 28 29 u- 0Al1 - \ 30 A -� B Bathroom Elevation A Bathroom Elevation 2 Bathroom+J-6n^ � `-'^ `�'`�` �� ' `--^--f� _ , „ Itors�`Iose �CP 1 Bathro + o A-400 Scale . 1 2 - 1 - _ _ Om Janitor s Olose flan co / 0 A 400 Scale : 1 /2 - 1 -0 A-400 Scale : 1 /4" = 1 '-0" A-400 Scale : 1/4" = 1 '-0" 0 r- a� U �- z Jz4- ` 0 O � o O . o GENERAL RCP NOTES: GENERAL NOTES: ..�as ~_ 1. G.C.TO COORDINATE ALL TRADES TO ENSURE EQUIPMENT @ CEILING IS INSTALLED NEATLY IN A 1. WALLS TO STORAGE &ADA RESTRMS TO BE CONSTRUCTED TO THE UNDERSIDE OF THE Cn 0 WORKMAN LIKE MANNER. ALL CONDUIT TO BE POSITIONED PARALLEL TO EXISTING BEAMS OR AT 900 TO 2ND FLOOR DECK, U.O.N. L j BEAMS. ALL EXPOSED WIRES ARE TO BE IN CONDUIT. ALL DUCTS, CONDUIT, MISC. WIRES, ETC. SHOULD BE 2. INTERIOR WALLS BETWEEN RESTROOMS TO BE CONSTRUCTED 6"ABOVE SAT CEILING O O O HIDDEN IF POSSIBLE. HEIGHT LL cn 2.SEE ELECTRICAL PLANS FOR LIGHT FIXTURE SCHEDULE. 3. G.C.TO REVIEW ALL LOCATIONS OF POWER W/ OWNER PRIOR TO INSTALLATION. 0 � E O 3. REFER TO MECH. DWG.'S FOR MECHANICAL EQUIPMENT LOCATIONS. 4. REFER TO ELECTRICAL PLANS FOR POWER & DATA LOCATIONS. O 6 OUP Z ■ a. Y - s' Ail, DESCRIPTIONM ANUFACTURER MODEL # FINISHREMARKS � . � .: ' .. , r , B-1 WALL-MTD.SOAP DISPENSER BOBRICK B-818615 STAINLESS STEEL SURFACE MOUNTED-SEE INT. ELEVS ROOM TYPE FLOOR BASE WALLS DOOR DOOR FRAME WINDOW FRAME CEILING REMARKS �B-2 MIRROR BOBRICK B-165 1836 -- SURFACE MOUNTED-SEE INT. ELEVS 1 ADA BATHROOMS CONC-NOTE #7 &8 BASE-1 PT-1 PT-1 PT-1 -- ACT-1 SEE RCP FOR CEILING HEIGHT B-3 PAPER TOWEL DISPENSER BOBRICK 3944-52 STAINLESS STEEL SURFACE MOUNTED-SEE INT. ELEVS 2 JANITOR CLOSET CONC-NOTE #7 BASE-1 PT-1 / FRP PT-1 PT-1 FRP ON ALL WALLS TO 48"AFF W/JBEAD TOP TRIM, PAINT ABOVE REF A420 FOR DIAMOND PLATE ;�.'=;��s x'" ✓ -4 TOILET TISSUE HOLDER BOBRICK B-2890 STAINLESS STEEL SURFACE MOUNTED-SEE INT. ELEVS 3 LOBBIES CONC-NOTE #7 &8 SEE A-404 SEE NOTE #5 PRE-FINISHED PRE-FINISHED -- -- A E EXTENTS ADA GRAB BAR BOBRICK B-6806 STAINLESS STEEL LENGTH 36" &42" & 18"-SEE INT. ELEVS 4 STORAGE UNITS CONC-NOTE #7 -- SEE A-070 SEE A-080 -- -- -- REF A420 FOR DIAMOND PLATE EXTENTS NOTES: 5 STORAGE HALLWAYS CONC-NOTE #7 & 8 SEE A-404 SEE A-070 SEE A-080 -- -- -- PLANNING-ARCHITECTURE 1.ALL FIXTURES AND HARDWARETO BE ADA COMPLIANT.SEE A-050 FOR MOUNTING HEIGHTS. 6 SPRINKLER ROOM CONC-NOTE #7 -- SEE NOTE #5 SEE A-200 SEE A-200 -- -- -PROPERTY VISIONING 7 ELECTRICAL ROOM CONC-NOTE #7 -- SEE NOTE #5 SEE NOTE #5 SEE NOTE #5 INTERIOR MATERIALS KEY 8 ELEV. MACHINE ROOMS CONC-NOTE #7 -- SEE NOTE #5 SEE NOTE #5 SEE NOTE #5 -- 1 HR. RATED #NER-258 OR FIRESPRAY CEILING FOR 1 HR RATING 800 W. Broad St. Suite 400 9 UNCONDITIONED STORAGE UNITS CONC-NOTE #7 -- SEE A-070 SEE A-080 __ Falls Church, Virginia 22046 NO. MATERIAL MANUFACTURER STYLE/NO. COLOR REMARKS " 10 STAIRS WELL- INTERIOR SEE A-411 -- SEE NOTE #5 SEE NOTE #5 SEE NOTE #5 -- __ 703-356-6771 fax: 356-7010 11 STAIRS WELL-STORAGE SIDE CONC-NOTE #7 & 8 -- SEE NOTE #5 SEE NOTE #5 SEE NOTE #5 RE ABC ACT-1 x 2' ACOUSTIC L TILE ARMSTRON #191 lA WHITE SMOOTH FINISH TE LAR E NOTES: 5 PT-1 EMI- LOSS ACRYLIC PAINT SHERWIN WILLIAMS #6168 MODERN WHITE WALL COLOR @ ADA RES ROOM DOORS &TRIM NOTE#3 1. ALL INTERIOR FINISHES SHALL HAVE A FLAME SPREAD RATING OF 200 OR LESS WITH A MAXIMUM SMOKE GENERATION OF 450 PER SECTION 6-5 NFPA 101. �\ C DqN� Q OG 2. REFER TO A420 FOR ELEVATOR CAB FINISHES. n . FRP FIBER REINFORCED PANEL - - WHITE JANITOR ROOM WALLS TO 48"AFF WITH TOP PLASTIC TRIM CAULK AT BOTTOM EDGE 3. REFER TO A200s FOR PAINTING SCHEDULE BAS -1 4"VINYL BASE ROPPE 114 LUNAR DUST OFFICE THROUGHOUT 4. ALL METAL INCLUDING HANDRAIL, GUP,ADRAIL, LANDINGS, AND STRINGERS, ETC TO BE PAINTED TO MATCH JANUS ROYAL BLUE. 5. PAINT ALL MASONRY, DRYWALL AND HALLOW METAL_DOORS VISIBLE THE ENTRIES, WINDOWS, LOADING AND HALLWAYS WHITE. NOTES: N 1. TRANSITION STRIPS TO BE USED BETWEEN ALL NON-LIKE MATERIALS CONDUIT, MISC. WIRES, ETC.SHOULD BE HIDDEN IF POSSIBLE - - - - - -- -- - - -- - - - - -- - - - -- - - - `9T� 54A �OQ� 2, INTERIOR FINISHES SHALL HAVE A FLAME SPREAD RATING OF 75 OR LESS WITH A MAXIMUM SMOKE GENERATION FACTOR OF 450 PER SECTION 10.2 NFPA 101. 7. ALL CONCRETE SLABS TO BE SEALED WITH CURE AND SEAL, EXCEPT WHERE USING EPDXY PAINT. 3, USE MOISTURE-RESISTANT 8. PROVIDE AN EXTRA COAT OF CURE AND SEAL ON HALLWAYS AND ELEVATOR LOBBIES, ALL FLOORS, AT THE END OF CONSTRUCTION. @ b architects 2021 Enlarged Plans + Elevations A-400 21 OF 28 Q - rr L STAIR WELLS 1 PERMIT SET 12/21/21 DESCRIPTION SELECTION LOCATION COLOR REMARKS COLOR: WHITE OR BLUE TO CONTRAST SUBSTRATE HALLWAY PARTITIONS FLUSH ALL HALLWAYS GLOSSY WHITE TEXT SIZE: +/-3"TALL (TO BE CONFIRMED W/AHJ) HALLWAYS PIERS FLUSH ALL HALLWAYS GLOSSY WHITE MATERIAL: SELF-ADHESIVE RIGID PLASTIC PLAQUE HALLWAY HEADERS FLUSH ALL HALLWAYS GLOSSY WHITE CONTENT: UNIT PARTITIONS 29 GA. LINER PANEL W/STUDS @ 60" O.C. ALL STORAGE UNITS GALVALUME SEE A070.00 INTERIOR: "1ST FLOOR" +� 0 CORNER STYLE 900 ALL HALLWAYS N/A "2ND FLOOR" COLUMN COVERS IYES @ STORAGE UNITS & HALLWAY GALVALUME WHITE AT HALLWAYS "ROOF" WALL PROTECTION PACKAGES "EXIT" WAINSCOT GALVANIZED ALUMINUM DIAMOND PLATE ELEVATOR, ENTRY LOBBIES & LOADING ALUM. WAINSCOT UP TO 48"AFF, PROVIDE VINYL RUBBER TRIM @ TOP, GREY CAULK AT BOTTOM EDGE (ACCORDING TO AHJ) 'STAIR 1" CORNER GUARDS 48"AFF ALL HALLWAYS ALUM. PROVIDE ON ALL FLOORS "STAIR 2" KICK PLATES & RETURNS NO STORAGE AREA SECURITY ELEMENTS COLOR: WHITE LETTERING ON BLUE BACKGROUND BURGLAR BARS I YES AT ALL UNITS WHITE SPACING 8"O.C. VERTICAL MATERIAL: SELF-ADHESIVE RIGID PLASTIC PLAQUE SECURITY MESH INO I I I SIZE: CONTENT: 4"x8%2"TEXT, 4 CHARACTER LONG CONSECUTIVE STORAGE UNIT NUMBERS AS DESIGNATED BY OWNER SIGNS 1 SF PROVIDE ALLOWANCE FOR TEN (10), 1 SF MATCHING SIGNS FOR RELATED ITEMS AS OWNER MAY REQUIRE 3"X 3" "PUSH FOR OFFICE INTERCOM" Fully Recessed White Fire Extinguisher Enclosure "FIRE EXTINGUISHER" Hallway ELEVATOR LOBBIES COLOR: WHITE OR BLUE TO CONTRAST SUBSTRATE Hallway Panel TEXT SIZE: 3"TALL MATERIAL: SELF-ADHESIVE RIGID PLASTIC PLAQUE CONTENT: 1ST FLOOR" Clean Out "2ND FLOOR" "IN CASE OF FIRE: USE STAIRS" 1 ROOM IDENTIFICATION (2) 4" Drain Pipes COLOR: WHITE OR BLUE TO CONTRAST SUBSTRATE TEXT SIZE: 2"TALL Hallway Panel Hallway MATERIAL: SELF-ADHESIVE RIGID PLASTIC PLAQUE CONTENT: "RESTROOM" Electric Panel Unit Divider Roll U Door& ,--- p "ELECTRIC ROOM" ----- - Track "JANITOR CLOSET' C MATERIAL: 2"TALL WHITE SELF-ADHESIVE VINYL 000 Storaae Lora a CONTENT: "SPRINKLER ROOM" STOREFRONT AT AUTOMATIC SLIDING DOORS COLOR: WHITE ON GLASS 0 8"X 2"24 Ga. Stud For Mounting MATERIAL: SELF-ADHESIVE VINYL 4.c Clip To Floor At Top & Bottom TEXT SIZE: CONTENT: Hallway Panel 1/2"X 4" 16 Go. Stud For Mounting 0 "COMPANY NAME" Corrugated Metal Storaae 0 FULL STREET ADDRESS, CITY &STATE 0 "(TEL) XXX-XXX-XXXX" 2 1/2"X 4" 16 Ga.Stud 24 Ga. Prefinished 0 "(FAX) XXX-XXX-XXXX" For Mounting Metal Panel 0 "ACCESS HOURS: X:XX AM TO X:XX PM (DAILY)" NOTES: ®® 6 T �ical Pipe Chase (�_5� Typical Recessed Electrical Panel. (�4 Typical Fire Extinguisher Cabinet I. GC TO PROVIDEADACOMPLIANTDIRECTIONALSIGNAGEASREQUIREDBYCODEANDASDIRECTEDBYTHE 2. ALL SIGNAGE TO BE CONFIRMED WITH OWNER & MANAGEMENT COMPANY PRIOR TO FABRICATION AND �At-404 Scale: 1 1 /2" = 1 '-0" A-404 Scale: 1 1 /2" = 1 '-0" �A�-4�04 Scale: 1 1 /2" = 1 '-0" 3.AUTHORITY HAVING JURISDICTION (AHJ) HAS FINAL APPROVAL OF SIGNAGE REQUIREMENT FOR LIFE SAFETY V) -� LO co 0 >02 J Z -►� aj C O U) 0U General Mechanical Notes: Hallway Metal Panel Notes: I: _[ Ali n To of Fixture with • Mechanical Units Must Be Set As Close To The Underside Of Roof Deck To Eliminate Any 1) Edges/corners To Be Rounded/Eased On Corner Guards & Wainscoting, Unit Numbers And Metal Components In General to Prevent Injury. There Shall Be No Sharp 0 - O Top of Partition Beyond Conflicts With Locker Doors. Edges Openly Exposed Below 8'-0" From The Finished Floor. V) U Z) • Contractor Is To Mount Mech. Units With 1 -9 Dimension As Height Of Unit. 2) Attach Alum. Panels With Flush Fasteners. There Will Be No Dimples On Alum. Panels , • Contractor Is To Mount Mech Unit Close To One Side Of Hallway For Unit Access Panel 3) All Exposed Screws To Be Covered W/Manufacturer Standard Caps. 4= >` 2 1/2 x 3' 20 GA Metal Stud Y Attach to Top of Unit Partition Beyond V) O -O Typ 48"Spacing Convenience Outlet(Lockable) 6'-0"Aff. Thermostat with Cover, Locking Hardware, +Wiring Header at Bearing Wall Exit Sign Mtd to Partitic n,Typ Conduit And Outlet Recessed Behind Pier. 0O O O o Mech. Unit Beyond At One Side O Beyond Confirm Location w/Owner O o Hallway Chain Hung Light Fixture 5'-0" O.C. 10'-0"O.C.Typ. i C +— O lk o Ref Mech Drawings 8'-6"Aff. U 3 LO Hallway Lighting per Schedule See Elec. z 0 O Z. I... . bo Burglar Bars, Typ.-------,,, -------•-•-• •-•-•; Burglar Bars,Typ. I I Motion Sensor for Hall Light I I Thermostat w/ Cove ----------r Mtd to Storage Door i l ' I HVAC +Wiring .is Header Panel w/Wiring ,! I I EXIT 3 Hallway Lighting Mount System Elevation @ 2nd Fir EXIT EQ, Unit # Loc, Typ EQFushH Header A402 Scale.: 1 1 /2" = 1 '-0" r -C, 1110 PLANNING•ARCHITECTURE -PROPERTY VISIONING 800 W. Broad St.Suite 400 Flush Pier � Falls Church, Virginia 22046 703-356-6771 fax: 356-7010 2 1/2"x 3"20 GA Metal Stud o � ;o Exit Sign Mtd to Wall Panel Beyond a Attach to Top of Unit Partition Beyond HdllwaV t o (Use Kindorf Brackets only If no Storage Partition Beyond for Mtg) °- a 122 ; SD`A co 3 > ___ oo F� RC ti Unit Partition Beyond 00 3 = Swing Doo I Roll-up Door ���ti� DANKO /TF :o a L Of Partition q 48"T Corner Guards Beyond o 0 O _a , Electric Box I 405Q°c O ° I .......... NEB y {{ ©b _7 rt t 2 bo ec s 20 1 i ��. ......... Storage Unit Lighting per Schedule See Elec. i g g g Typ in Units<_ 15' Deep STO RAG OR INTERIORS Hallway Lighting per Schedule See Elec. Provide 48" H Aluminum 5'-0"O.C. 3'-0" 2'-0" 8'-0" Diamond Plate Corner 4'-10"Clear, Min 12"Diamond Plate Kickplate @ Or Varies -See Plans Guards On All Hallway Piers Throughout(Wrap Into Location Of Sign @ Ada Units A-404 Corners Frame) 3 Lighting Mount System Section @ 2nd Fir 2 Typical Hallway Section 1 Typical Hallway Elevation Accessible Sign And Unit Number With Braille At Ada Units 22 OF 28 V' \,'. ` .• , I •fir • A- Sca e: 1 /2" = 1 '-0 ' A-404 Scale: 1 /2" = 1 '-0" A Sca E�: 1 1 = - ... Y: O Q 1 PERMIT SET 12/21/21 TYPICAL ROOF CONSTRUCTION REF NOTE 2/A/300 1 1 Permit 2/14/22 Response#1 25 500 5 1/2" 8'-5" 5 1/2" 1 5 '_1/2' 8 5' S 1/2" J 502 I CLEAR INSIDE I f I CLEAR INSIDE I �I --I -� I ) `> I I / I I 1 I Face of Girt : �-I `� j Face of Girtuc`i <l I � N - - Typ FIr Construction. i I LANDING B / / LANDING B Ref Note 2/A-300 ` 1 J _-CLEARANCE PER---- , NYSBG 1 b11.3' - i ! 111 \\ I I \� 4-0" " 4,_0„ ) �0 ? :o / 4-0" 4'-0„ Y - - 1 Hr NER 258 Sstem G _ I - lo � - --I \ I er --' II \\ II STORAGE CEILING - UP o 1 / o UP —o 1 -, I --i L � .-••. f I �- - II / II 2.B � ---Q - � -- --- w Q / 1 1 NDRAIt - II / II 1 Hr TOP OF SLAB -- --- u, Q \ w --- ` w -!,----1/2-HA36 A�F -_ _j,_ _�_f - -_ 1 -...IILANDING CI @ 2ND FLOOR \ ---_ w - --- :- - w -___ i _ --Q o l- i I Ji -� 53.1 LU 2 B @ Ud z �, -' z 2.B i� v> I i- i 01 w i� w � i� 1 H r @) @� Q Q - �' r -,-- - Q N l v> cn w w -- / iw I U L ✓ �� !� TYP. METAL _ I -� 1 U --00 -W - o, C� , \ Q 2.A - - J T . LANDING ~ °' 00 1 r— a --- - - /- -- _ i..- _._r..- co / —-� -0, — l - 1 --- ------------------ ~ °' � I w �� ' LANDING B' T :o -'�-------- \---- -- - - -------- - - - - - --- - — , o -- -- i 0 UP 1 ._- ' I I . Q _ w STORAGE � _. w f _--- ,_..__I _t _._- ---- -. - J . - r - -i - Gua drail Return --- W U 1 `O der Stairwell -1_ - -iTYP. METAL -' 1\\ - - -- U St 1�r O i - I w \ -;RISER, TREAD, j. _ M � 1 -- - TOP OF SLAB ANDING C ~ -1- 8�STRINGER -f - .. .i - \ >/ SANDING A @ 1ST FLOOR - ------ LANDING A - < < I � Il TYP. 6"SLAB CONSTRUCTION ~r I 1 I I I � I I / Al 33 � Q � � Q 502 6 Stairwell #2 Section 5 Stairwell #2 2nd Fir Plan 4 Stairwell #2 1st Fir Plan M -41 Scale: 1/4" = 1'-0" -41 Scale: 1/4" = 1'-0" "41Scale: 1/4" = 1'.0" Z TYPICAL ROOF CONSTRUCTION REF Note 2/A300 0J Z 4- N � O 0 0 - Jt U r� Q c� 0 j O 25 Q U ::) 01) 50 `}-02 O1 02 O1 L Q Q � � � I I 1 „ „ „ 2 5 1/2" 9'-1" 5 1/2" 500 SIM 5 1/2 9-1 5 1/2 500 0 0 1 Hr NER 258 System G CLEAR INSIDE CLEAR INSIDE � N j CEILING I I I I 0 O ILL E Face of Girt I N I I I I N 0.-0I� Fa e of GirlO : MI O - -- 0„M c� r=— -- - / — ` 1 -------------��I --i --, HEA OOM -; Q. 0 � O DR T Flr Construction I I _._CLEARANCE PER - LANDING B I �\ 'I \ Z •p Ref Note 2/A-300 I / I. i• 10 I I LANDING B \I I I 1. - -- .3 I I --I _�,. , r - 11 NYSBC1 --'- �- - I STORAGE 7 1 o, K 4'-0„ 1.-1 4'-0„ 4' 0- " 1'-1" 4'-0" 1 1\;o I \ I�- I T \\ - - - -- I I r `=T - UP Q UP I a TOP OF SLAB I� 1•�1/2"HANDRAIL � ___-- -- -- __-- LANDING CI F @ 2ND FLOOR -- -- - --- @36"AF __ ----- a L_��\ i- - 53.1' - w--w - ----- --�-- -- - - `-,- -,--� —� -r -- - , -- - T - — — w — ---- w 2 A -- - 2 A w� @� w w 2 B N PLANNING-ARCHITECTURE N Q TYP. METAL ��- _1 z �, --: o z -PROPERTY VISIONING w - LANDING L-'" - -- , \� - - -.- ;- -r 1 2.A --"'--`i'-- ce w p 1 Hr _ _ -' T- — ! --- -T-1- — Q - I- - -\ r - -- - i. < w Q w --�--@- ^ Q o, - ! __w_-N__ w <n V) w 800 W. Broad St. Suite 400 - -- -I 1.- - . �' - - - o` -- -- 2.B - 1 Hr --' T ..-1 -- __1__ F- o. U w Virginia 22046 N Q U Falls Church, g' LANDING S' :o --00---- --� -�- 703-356-6771 fax: 356-7010 I ---- ---- ' a i r- STORAGE - -- -- T I � - - -- - _ U - z w 0.. o �ERED qA _ - ' - 1 - E DA i ,' w UP -- - � I ".' � ' , � �--- -----' TYP. METAL ,- - � -LL- 8�STRINGER --, G Q' � v _ uardrail Return � � n `�� j , IE TREAD, LANDING A TOP OF SLAB _ O - 1 Under Stairwell A - z - -- - - , - �- - -- @ 1ST FLOOR 1 3 O M + <•' ; , 42.6 LANDING LANDING 9T 40544 Q� 00 NE y0 W ' " I Z TYP, 6"SLAB CONSTRUCTION ' = 00 = m C darchitects 2021 N N I I ---- 33 Stairwells F� 502 D-Z 0co Q A-41 0 23 OF 28 3 Stairwell #1 Section 2 Stairwell #1 2nd Flr Plan 1 Stairwell #1 1 st Fir Plan Q R -41 Scale. 1/4 - 1 -0 "41Scale: 1/4" = 1'-0" -41 Scale: 1/4►' = 1'-0" 1 PERMIT SET 12/21/21 1'-0"MIN. 1 1/2" DIA. MTL. WALL COVER 1 1/2" DIA. MTL Clear 1 1/2" �— PIPE HANDRAIL PLATE PIPE GUARD RAIL o _ 1 1/2" DIA. MTL BRACKETS WITH SPACER 1 1/2" DIA. MTL. PIPE GUARD RAIL MAX 5'-0"O.C. 1'-0" Handrail PIPE HANDRAIL 900 ELBOW TO Lu FLOOR Z ,1 1/2" WALL AT EACH END Extension IN _ z _ _ \ z 1 1/2"DIA. MTL. 011 PIPE HANDRAIL WU'� STA R A 1 1/2"CLEAR ROOF ICCES Q O 3" 1/2" PICKETS z 1/2"SQUARE MTL. = < _ I PICKETS @ 4"O.C. X _ 00 Q 1 1" BOTTOM RAIL v E . i EQ Z) Z o Handrail / -Iono BOTTOM RAIL b < Q Extension // z ? o M STRINGER BEYOND < STAIRWAY IDENTIFICATION SIGNAGE NOTES: (PER § 1022.9) STRINGER,TYP. "v i M 1/4"CHECKERED PLATE j / Q 1) SIGNS TO BE MIN. 18"xl2" -- "" 1/4"CHECK RED PLATE @ LANDING I / EO 2) INTERIOR EXIT STAIRWAY LETTER DESIGNATION TO BE MIN. 1 1/2" @ LANDING STAIR TREAD 3) NUMBER DESIGNATING FLOOR LEVEL TO BE MIN. 5" / 4) ALL OTHER LETTERING AND NUMBERS TO BE MIN. 1" 1/4"CHECKERED PLATE 5) CHARACTERS TO CONTRAST AGAINST BACKGROUND @ TREADS / 6) SIGNS TO BE LOCATED 5'ABOVE LANDING IN POSITION READILY C' CHANNEL HEADER VISIBLE WHEN DOOR IS IN OPEN POSITION 3" 7) A FLOOR-LEVEL SIGN IN RAISED CHARACTER AND BRAILE COMPLYING W/ICC Al 17.1 SHALL BE LOCATED AT EACH /// / C' CHANNEL BEYOND @ FLOOR-LEVEL LANDING ADJACENT TO THE DOOR LEADING FROM / /' LANDING FRAMING THE STAIRWAY INTO THE CORRIDOR TO IDENTIFY THE FLOOR LEVEL /// 3„ 8) GC TO COORDINATE W/AHJ // 'C' CHANNEL HEADER / Ni / / STAIRWAY FLOOR LANDING NOTE: CONTRACTOR TO COORDINATE LOCATION OF ALL BEARING POCKETS IN WALL WITH SHOP DRAWINGS 5 STAIR HANDRAIL EXTENTIONS 4 STAIR SIGNAGE 3 HANDRAIL DETAIL A-411 Scale: 1 " = 1 '-0" A-411 Scale: 1 " = 1 '-0" A-411 Scale. III = 1 '-0" V) Lo ,02 U � z -� z �. J � Cj) . N � O ( -'se 0 O ciU � o L___-- ,^ L-----, L. O O Clear 1 1/2" NOTE: L _ IL E 1 1/2" DIA. MTL LOCATED AT TOP AND BOTTOM <4"SPHERE BETWEEN �_ E O PIPE GUARD RAIL OF STAIR PICKETS L ' O U C 1 1/2" DIA. MTL. <4 SPHERE @ RAILING/ - - PIPE HANDRAIL NO SING/RISER TRIANGLE z � T 1� / / / < / 1/2" PICKETS 10 PER 2020 NYSBC SECTION 1607.8.1, BOTTOM RAIL O _ /// /// HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST:A LINEAR LOAD OF 50 POUNDS PER co // // LINEAR FOOT (PLF) (0.73 kN/m),A PLANNING-ARCHITECTURE / CONCENTRATED LOAD OF 200 POUNDS (0.89 -PROPERTY VISIONING kN),AND INTERMEDIATE RAILS, BALUSTERS SHALL RESIST CONCENTRATED LOADS OF 50 800 W. Broad St.Suite 400 / /SLAB POUNDS (0.22 kN) IN ACCORDANCE WITH Falls Church, Virginia 22046 /' 703-356-6771 fax: 356-7010 STAIR TREAD STAIR NOTES: 1.Stair fabricator shall submit shop drawings for stairs and all associated components 2. Max riser height= T' Min tread depth= 11" '� EKED ARC <4" SPHERE @ RAILING TYP 3.Stair&rails shall conform to all IBC and ANSI egress and life safety �� E DAN requirements. w BOG n 4.See stair plans for dimensions at specific locations. _A 5.Handrail must be continuous without vertical drops. J = r-2 STAIR TOP/BOTTOM GUARDRAIL 6.All guard rails &hand rails to comply w/NYSBC 1607.8.1, 1607.8.1.1, 1607.8.1.2 A-411 Scale: 1 " = 1 '-0" loading requirements 10 � ,A 1 STAIR BLOW-UP �� g01 y° �1� © 02 A-411 Scale: 1 /2" = 1 '-0" Stair Steel + Sign Details A-41 I 4 OF 28 0 4 _ 0 o o TECHNICAL SPECIFICATIONS 1 PERMIT SET 12/21/21 ELEVATOR #1 ELEVATOR#2 BASIS OF DESIGN THYSSEN KRUPP ENDURA HMRL THYSSEN KRUPP ENDURA HMRL 03 04 27 28 TYPE Twin Jack Holeless Hydraulic Twin Jack Holeless Hydraulic CAPACITY 4,500 LBS 4,500 LBS p to°-: p o SPEED 150 FPM 150 FPM N -- Q Q -- NUMBER OF OPENINGS 2 at Front 2 at Front 0 NET TRAVEL 10'-6" 10'-6" MINIMUM CAR INSIDE 5'8"W X 7'-9 1/2" D 5'8"W X 7'-9 1/2" D " Diamond Plate 1 � � I I � 48" DIAMOND PLATE @ Elev. Lobby I I 1 I @ ELEV. LOBBY CLEAR CAB HEIGHT UNDER CEILING 8'-0"SEE NOTE #4 8'-0"SEE NOTE #4 Y c ., I 1 , 1 g 7_g 8 1 Q 8 7-8 8 1 DOOR SIZE 4'-0"W X 7'-0" H 4'-0"W X 7'-0" H j CLEAR HOISTWAY CLEAR HOIST Y 1 DOOR TYPE 2 SPEED SIDE OPENING DOOR 2 SPEED SIDE OPENING DOOR DOOR PROTECTION INFRARED DETECTOR INFRARED DETECTOR I ' DOOR FIRE RATING 1 HR 1 HR I 1 PER. PER. LOBBY: 1 ST FLOOR LOBBY: 1 ST FLOOR 1 � I DESIGNATED LOBBY &ALTERNATE FLOOR FOR 3 I m MANUF. MANUF. m 1 I EMERGENCY OPERATIONS Alternate. 2nd Floor Alternate: 2nd Floor I ' I 1 CAR OPERATING FEATURES N/A N/A --- I POWER SUPPLY 208 V 208 V '1 ti L I^F El"' I I MOTOR H.P. 30 HP 30 HP I I I I TYPE OF START SOLID STATE,SEE NOTE #2 SOLID STATE,SEE NOTE #2 I p o 1 �J Elev. #1 z 00 ? Elev. #2 216r FINISH SPECIFICATIONS w 01 LU Q 1 �J FLOOR DIAMOND PLATE DIAMOND PLATE I I 1 Hr 1 Hr I WALLS SEE NOTES #5 & #6 SEE NOTES #5 & #6 1 r 2.B 2 B I CAB DOOR & RETURNS #4 STAINLESS STEEL #4 STAINLESS STEEL 2.B I HOISTWAY DOOR & RETURNS #4 STAINLESS STEEL #4 STAINLESS STEEL i I �I CEILING SEE NOTE #7 SEE NOTE #7 i I I NOTES I ( 1. ALL ELEVATOR COMPONENTS TO BE VERIFIED AND COORDINATED WITH MFR PRIOR TO ORDERING.THESE COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO: 4.D 4.B I I I I - PIT DEPTH 0 I I -DOOR OPENINGS I I -OVERHEAD AND HOISTWAY CLEARANCES 1 I -EQUIPMENT SIZING I I I I - POWER REQUIREMENTS 1 I 2. PROVISION FOR KEY PAD IN CAR TO BE FURNISHED AND INSTALLED BY SECURITY CONTRACTOR I I 0 1 o I 3. SIMPLEX COLLECTIVE OPERATIONS, SINGLE SPEED FAN, ON/OFF LIGHT SWITCH, REMOTE ELEVATOR MONITORING, �' Q CAR-STALL PROTECTION, FIREFIGHTERS'SERVICE PHASE I,TOP OF CAR INSPECTION, BATTERY LOWERING Q 4. PROVIDE THE NEXT SIZE UP STANDARD CAB SIZE AS NEEDED TO ACCOMMODATE A CLEAR CEILING HEIGHT OF 8'-0" 5. BLACK POWDER COAT WALLS AND COVER WITH ALUMINUM DIAMOND PLATE FULL HEIGHT 6. PROVIDE 2"X 3/8" #4 SATIN FINISH HANDRAILS ON REAR OF ELEVATOR CAB AT 32"AFF 5 2nd Fir Plan @ Elev. #1 Shaftr-4'� 2nd Fir Plan @ Elev. #2 Shaft 7. RECESSED LED LIGHTING IN WHITE ENAMEL CANOPY WITH VANDAL RESISTANT GUARDS N -42 Scale: 1/4" = 1'-0" -42 Scale: 1/4" = 1'-0" 8. ELEVATOR CAR TO ACCOMODATE AMBULANCE STRECHER PER NYSBC 3002.4 O cn ■■! � L NER 258 System G Cia 27 o, 502 � N U >- z \ -- -------------- 0 --� Z 1 1 \ Hoistway Beam to be Coordinated w/ � O \ Elev,Spec. for Clearance Req'ts. I 0 U ----------- 0 ---------- \, See Struct. ---------- ----------- ------- -U O O � 4 I \ 1 ------- I N t t -- V) U Q iI 1t � Q I i - --- - I ` Z3 O 48" Diamond Plate ; I ( � I i _ y' (U O @ Elev. Lobby --- 48"Diamond Plate o E cn I , @ Elev, Lobby ---- I I , I _ .� E O wU' O C I tl 1t 1 iz _ U 1 � I 3'-10" 1'-01, -- N w z_ M.O. I III \ �\ I I U I PER. ' I ., ' I I M.O. z _ Uj ECliF � PER. I I = O w C9 = m MANUF. \ j I z ^ O CL m m orage MANUF. m = I I Unit w a 17 ------- --0------ I @ 2nd Floor o 53.1' 1 Hr �21B] ; 2 B 23 PLANNING*ARCHITECTURE 1 "' PROPERTY VISIONING o 1 IHr Elev. 1 Hr 1 Hr Elev. I , w 1 , `OI - °' - z o Elev. #2 ' c 1 Machine 00 Machine 1 2 Elev.#1 _ I - z I Room #2 t - 800 W. Broad St. Suite 400 o. Room #1 1 ° a Q - _ i _ w W I t . LU Falls Church, Virginia 22046 0 h 0I 01 x U "� x i Machine ; O :a 703-356-6771 fax: 356-7010 Machine I � 1 Hr J Room to have i U Room to have ; I Z 2.B 1 Hr Rated CI 1 Hr Rated CI I Elev. LU z 1 HrLU N 1 Hr per NER 258g 2.6 2'B CO 1 per NER 258g , 2'B Lobby O CL Z n� ��RED ARC 11 System G I System G i 1 Hr i Q �� E N,� 5 DA 'yi t w �. OG Steel Elev Manf Pit Ladde r _ m U, Top Of Slab I N = m I @ 1 st Floor ^� F O 5'-4„ 8„ 7,_8., 8„ N ,. o 8. 7'-8„ 8„ 5,_4" 5 �` O ! CLEAR HOISTWAY Gravel Infill �$� 42.6 9 Q i CLEAR HOISTWAY o ,N'A E�y : Grace Pre rufe Membrane at d � � ©bwd arc hitQcts 2021 - 1 Bottom of Slab ' • Sump Pump ro 6"Gravel w/2" Pea Gravel Below See Plumbing Dwgs 1 iv-111 1 - ` � ' Elevators I I 1 1 ---- I O I I I Q Critical Construction Notes: I oN I Critical Construction Notes: A-420 1. GC To Verify Ail Dimensions W/Elevator Manufacturer ^ Q 1. GC To Verify All Dimensions W/Elevator Manufacturer M��4 Q Prior To Fabrication A501 Prior To Fabrication 2. GC To Coordinate All Elevator Dimensions W/Shop Dwgs 2. GC To Coordinate All Elevator Dimensions W/Shop Dwgs 28 3 1 st Fir Plan @ Elev. #1 Shaft 2 1 st Fir Plan @ Elev. #2 Shaft 1 Section @ Elev Shaft #s 1 +2 Sim o -42 Scale: 1/4" = 1'-0" -42 Scale: 1/4" = 1'-0" -42 Scale: 1/4" = 1'-0" 1 1/ 11 2 1/2" 2• 1 PERMIT SET 12/21/21 2 1/2� 23 F.O. CMU --24 Go. 3"x 3"Corner Angle I I 5-0" L Stairwell 24 Ga. 3"x3"Corner Angle SLAB EDGE BELOW Telescoping Door {3 Panel) 6"0 2.A Slab Edge Below a m 1'-0" t N � I °® Caulk CL OF STUD Unconditioned o o Exterior Stora e a 24 Ga. Break Metal �4 �4 a a a a Pier Skin From Inside 4" o ® Jamb To Jamb 24 Go. 3"x3" 4"x 4"St. Col., a a N ° 12'-10' to Next Column Inside Corner See Struct. V j Angle 2.A a p I 3.A j I � 4.A1 Storage (2nd FIr o ° air#1 S I I , r � I U cv) j rui ' n,<,, I 4.A1 1" Rain Lip @ Conditioned Conditioned 2 B I 16 Ga. 2 1/2 x 4"Track & Stud Z = Concrete Slab w/ 1 1/2"Thermax z Edge Below Storage i 4.A Storage j 1/2" Drywall 8'-0' Wide Roll Up Door &Side Guide Typ. LU 4"x4"St. Col. Unconditioned Conditioned I Storage Storage 1 Corner of Stairwell at Ex. Stud Wall 2nd FIr T 2 1 st Fir Exterior Door Jamb 3 Thermal Wall at Exterior Access Storage Unit 4 Inside Corner of Exterior Wall @ 1 st Fir -501 Scale: 1 1/2" = 1'-0" -50 Scale: 1 1/2" = 1'-011 -50 Scale: 1 1/2" = 1'-0" -50 Scale: 1 1/2" = 1'-0" 20 22 4" 19 4" I F.O. 71 4.A1 I 4.D I I UNCONDITIONED STORAGE Unconditioned 24 Ga.Siding Unconditioned Storage Storage _T-_._ __ 2" Girt 4.A I i=J - `O U 8'-0" Wide Roll Up Door Q 'a &Side Guide Typ. 4.A1 Q� Slab Edge Below z Q w Edge of Concrete 1 1/2"Thermax Below & 1 1/2" Girt 0 ConditionedLO Automatic Slider Storage co 3 Door 1/2" Densglass 4.A1 I , U � Z C Z a °C CONDITIONED J 2:24 Ga.Trim Angle STORAGE 4.A O L`=„ Caulk o O 24 Ga. 3"x 3"Trim Angle 4+ =) 24 Ga. Break Metal Pier Skin U cn 1 -0 `_ From Inside Jamb To Jamb " 4 Roll Up Door&Side Guide a) CL OF STUD to O O 5 Sidewall at Small Recessed Ent 6 Junction at 1st Fir Insulated Wall 7 Inside Corner at 1 st Fir 8 Not Used o -501 Scale: 1 1/2" = 1'-0" -50 Scale: 1 1/2" = 1'-0" -50 Scale: 1 1/2" = 1'-0" -50 Scale: 1 1/2" = 1'-0" E 5 0 0 � 3 27 Z LO O #5 Perimeter Bar 01 Unconditioned Storage 3 3/4" CL 4" CL OF STUD 24 Go. Break Metal 24 Ga. Base Flashing 3.A @ Bottom of Siding a' Pier Skin From Inside , Slab Edge Below 10„ Jamb To Jamb 1 -0 1 -0 Asphalt Drive °- Sloped -c Typ. 6"Slab On Grade Sill Construction Storage Ent 4.A 1 Unconditioned ry 2 c , it ° t.-P ---------� :o i PLANNING-ARCHITECTURE ° -PROPERTY VISIONING 1 fn I D 800 W. Broad St.Suite 400 29 Ga. Edge Trim Falls Church, Virginia 22046 703-356-6771 fax: 356-7010 I Footing Pe10 r Pi ) Structural Dwgs. v ( , 1 p p Uj Z 1" Rain Lip @ ° I o 8'-0' Wide Roll Up Door - Q Concrete Slab Edge �ERED ARC &Side Guide T 'a I t� (� y YP Below P ° m I � I v O� 5� ANk, ��' � ° I �Di N 2 �� yO� �a 4-4"X 2 1/2"X 16 Ga Metal 4 A I ° w o Studs @ Each Pier p °I Unconditioned Storage o I I z 2.B „ Unconditioned I o �' —�- ° I � I 04054D' Q, y0 Storage �.;� , o> ley.P.I ©b �f'reft�24 P ®o PI_ ° LAN DETAI '\,,A-500) I I 9 Typical Pier at 1 st Floor ('10_� Foundation at External Unit (1V Plan Detail at Elevator ' (4_2 Not Used 2 $ -50( Scale: 1 1/2" = 1'-011 -50 Scale: 1" = 1'-0" -50 Scale: 1 1/2" = 1'-0" -50 Scale: 1 1/2" = 1'-0" O 4. Q Typical 6" Slab On Grade A - ---.-- Typical Conditioned 01 Construction 2 B Closure Strip Y ' p X Roof Construction 1 st loor V Thermal Block. B.O.D. 01 Typical Conditioned o-X----X-=r-X---°X- 1 PERMIT SET 12/21/21 16 Ga. Starter Angle Roof Construction _-a_�_p�__- •'` •. b Q Thermal Design Snop-R „Per 12 4' # �o e'•3 8" Eave Strut @ 3"Per 4" 3.B °o °o o °o °o °o °o o ° 12"Slope 12 Ga. Screed Angle W/ Hemmed o° o o° o° I � I b " b Snow Gutter g ° o0 ° oo ° I D ° Elev. Shaft Edge.Angle Must Be Straight For -�--i ::. _ Top of Track _ Panel Attachment 2" Pea Grave l I • • ' a Top of Eave Strut - - - '-�-�- - - - .• b O �. ¢. PBR Panel /////—#5 Perimeter Bar 6 Grave I ° b `�i I z � Paint Conc. ,VpIgal-Floor 3/4" Drainage Mat And I O Bright White In 8 Z-Purlins Outside Closure I ! ''b U N Pit 1/2"Densglass construction 60 Mil Waterproof I I ° b Z O O 4" Metal Rake Trim W/ Membrane ; • N Drip Ede 2nd Floor I D w .p g ,, r . b----x--.--- x— x I °I N 1/2"x 16 Ga. Girt D ; g D Water Stop By Sika I I DI "' -1 ,- m 8"TrackLX) a Air Barrier •.. # Hydrotite, Basis Of > Design b Elevator Pit Slab. See °� I I o • Reinforcing ° Structural For _ 8"Z-Purlins I 3,B 2 1/2"Thermax Insu►ati o°° °� I I b DI', 3,6 Board W/29 Ga. Liner °o oOD� 3.B Y 2' Z Girt @ 16 O.C. i Conditioned Storage Conditioned Storage 00 Unconditioned ° ; . b b• Unit o . ... T.-� °o I I Bearing Wall Beyond x 6" Foundation Drain, Goes To Drywell 24"X 24"X 24"—� Elevator Sump Pit. 1 �l Ext. Wall at Gutter 14 Ext Wall at Rake Trim (1_5_'� Thermal Separation at 2nd Fir Slab 16 Shaft Wall @ Elevator scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" CL 01 4„ - CL Conditioned Storage vt i #5 Perimeter Bar Preformed Foam i [1�44.B 12 Ga.Screed Angle W/ Hemmed —Block W/Injected Foam 3 g Conditioned Storage 3.13 Edge. Angle Must Be Straight For Around Perimeter, For Panel Attachment Thermal Seal If Adjacent i Metal Partition Panel (Typ) 1/2" Expansion Material Non-conditioned #5 Perimeter Bar i See Structural For Between Column &Slab Tvaical Floor-- Unit Is Offset Typical Floor Typical-Floor Construction i Attachments i Construction 2n Floor Slab i 12ga.Screed Angle, Construction _ ° — � ------ Typ. @Slab Edge 2nd Floor Slab 2nd Floo X- X-— 'X p:X-r X X- X X" X�—X- X- ---- - ---- - X, -._- N r Slab _ —X�Tf t — --b— —— — �. — . .�. - b ° o • X— X— X— X X X. D X X> 1 1/2 XPS ° b b X, X \ a---�— —.= --- ' D r b D i _ D ° �' — - D b D 2"x 16 Ga.Girt - /2"Thermax Insulation i Q }O I Board W/ 29 Ga. Liner LO \_2 1/2 Thermax Insulation o Panel ; 'O bo 0- Siding Trim Per Manuf.W/Prefin Board W/ 29 Ga. Liner Pan I t Flashing & Drip Edge Typical Floor Construction i Z 26 Go. Pre. Fn. Header Skin 2 1/2"Thermax 4.A J Z Conditioned Storage 4.A1 @Bearing I_t Gage Framing W/ Header _ n o �O� 29 Ga. __ OR dj See Structural Drawings o0 ° Galvalume 4•C @Non-bearing O Metal Pier Eeyond_ __ 3 B Bearing Wall Beyond Panel = I O U a. I Unconditioned Storage F o Un-conditioned Storage I -U p 26 Ga. Prefinished O N 0 - I I — Conditioned Storage v) U 5) Head Trim cn 4-- ^ I N n cn � o _ I V L i- 1 i' T Exterior Story ►or Header J8� Ext Wall @ 2nd I (1_9'� Thermal Wall @ 2nd Flr Slab 20 BearingWall @ 2nd Fir Slab o E Scale: 1" = 1'-0" -50 Scale: 1" 1'-0" -50Scale: 1" 1'-0" -50 Scale: 1" = 1'-0" 0 - "-51 o 0 Exterior Roll-Up CL o o Prefinished Door Per Janus C L �O ~ Metal Pier Skin CL Manuf. Beyond Unconditioned Storage CL Conditioned Storage I #5 Perimeter Bar V Rain Lip Asphalt Drive I 4" Face of Girt 3.B �! 10 LD #4 Perimeter Bar ^10 1 @ Bearing - Sloped Sill Typ.6"Slab On Grade Sloped Sill c Typ. 6"Slab On Grade ; r.• :a ' .� .Val, px4 .. Construction ,1 r Unconditioned Storage OR Conditioned Storage Construction Conditioned Storage Conditioned Storage 2 INon-bearing1 - 4•C I 4.A @Bearing PLAN NING•ARCH ITECTURE i� D • , • b D b . D ° ; b" -PROPERTY VISIONING ��=----- :o •�---- ------ :o 0 00 0 °0 800 W. Broad St.Suite 400 0 0000 0 0 0 0 o b D Falls Church, Virginia 22046 P b Typ. 6"Slab On Grade D I L'_. ' ° b D •..I 1 ' Construction i Typ.b"Slab On Grade 703-356-6771 fax: 356-7010 a I :.. D •.. I 1 st Floor Slab onstruction d Footing Pe _--------- b Structural Dwgs. D ! �. ° D• .n • ' • �_r.P • D ° b b BRED A Footing to be Centered on CL I D W I.° w ---�--� —�._. ,�-� i.— a—... — —.;o o_ Ate_—•_ �.. _ • D •--- =— • ��� qC' D above TYP ° I b ( D b ° D Q b Db — D Q ° b Q o °0 0 °O 0 'a- °0 0 °0 0 °O D 0 °0 0 °0 0 °0 0 °0 0 °O °O 0 i `�•�' oL � b D W I D o 0 0 0 o O o o O o O o o O Q 000000 `� 0 00 I .. Oo0o0o0oOWOoO 00000 � 00 o0o0oOg0 00 00000000 00 a Footing Pe b Gap in Slab at b``• D 'i 3 3 0 00000 00000000 00 00000000 00 1 _ O IID O I Ilo ,, Q , Structural Dwgs. D J D J Thermal Wall Typ D w r (b' m Footing to be Centered on CL ° I ( D b m I ' O Nj, Z above TYP ° Z_ I 3 D b 54� OQ� RI o F `' •� ; NE b C` C m 03 IID D .w b S ction Detail D D I O A-501 r2_1' Ext. Wall Base at Unconditioned Unit Door Sill 22 Ext Wall Base @ 1st Fir 23 Thermal Wall Base @ 1st Fir 24 Typ Bearing Wall Base @ 1st Fir of 28 -50 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" , Closure Strip p " • � � Tv ical Conditioned O Roof Construction 1"Thermal Block. B.O.D, 01 1 PERMIT SET 12/21/21 Thermal Design Snap-R Per 2' `o e:3 Cut Cupola Skirt Beyond over 8" Eave Strut @ 3" Per 4" Ridge Vent &All Trim 12"Slope Snow Gutter 6 1/2" Ridge Flashing Top of Eave Strut �'" I i` `0 Outline of Cupola Typical Conditioned 1 I Outline of Cupola I (Plywood w/Applied Roof Construction 1 Permit 2/14/22 Top of Masonry -�'� 8" Z-Purl'ns Beyond Vinyl), Ref A200s Response#1 4„ 1"Thermal Block. B.O.D. Typical Conditioned I I 6 1/2" Ridge Flashin P� Thermal Design Snap-R Roof Construction 2x4 PT Blocking Rip to Fit 0 0 I High Sliding Clip Cut Cuopola N pop 0 Igh Sliding Skirt over Ridge i Clip I Vent &All Trim o System NER 258 �- - 1 Hr Rated Clg N losure Strip C I C `r o Metal Closure Strip�- I I I p w/ Closure Strip 0 c I I Butyl Tape Anchor Rod 0 2.A Typ. Stair Shaft Base bo Flashing, ' i Typ `f _�'_'�' �"mow ��"��`- _�''•��''�I'' ��� ��'`_ Add'I Support Framing 1"Thermal Block. B.O.D. under Cupola, See Thermal Design Snap-R Struct Top of Stair Enclosure at Ext Wall 26 Typ Roof Peak Detail 27 Not Used 28 Roof Peak @ Cupola "_51 Scale: 1" = 1'-0" "50Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" C NEW FLASHING BASIS OF DESIGN 3; „ O 4 � (INCLUDING BUT NOT LIMITED TO THRU WALL CONDITIONS, COPINGS, ° BUILDING SET BACKS,SILLS,SPANDRELS,LINTELS,AND GRADE): U CL CL 12 GA.Screed Angle W/ Hemmed CL a Edge.Angle Must Be Straight For YORK 304 SELF ADHERING STAINLESS STEEL Panel Attachment0 5'-0' (NTS) 1.WHEN FLASHING IS OVER 10"IN VERTICAL HEIGHT OR 3.B STEEL BEAMS I 3.13 HORIZONTAL WIDTH USE 0.018"STAINLESS STEEL. onditt@rti'ti Strogg REFER TO STRUCTURAL J-Bead - COUNTER-FLASHING&COPINGS Raked Base Flashin 16 Ga.Starter Angle (INCLUDING BUT NOT LIMITED TO CAP FLASHING OR Hoops) Typ Stair Landin ,Submit Shop Drawings 12 GA.Screed Angle W/Hemmed Edge. Angle Must Be Straight For 1.USE ROOFING MANUFACTURER APPROVED SYSTEM. ff Panel Attachment Typical Floor Construction I Typical Roof 2-1/2"x4"x16 GA Track 2.MINIMUM STANDARD IS 1.25 MM(0.050")THICK ALUMINUM i I Construction PREFINISHED TO MATCH ADJACENT MATERIAL OR PER MATCH 2ND FLOOR ELEVATION NOTES -'—...— -- ---'-' #5 Perimeter Bar -x ; 2ND FLOOR I Girt Extends to CL 23, See Struct 3,FABRICATE TO LAP BASE FLASHING A MINIMUM OF 100 MM (4") 0 53.1 �,x -°p---D r- - x o------ - , ° I 53.1' WITH DRIP EDGE c��D —Typical Floor ,f p 4.HEMMED EDGES AT ALL EXPOSED EDGES . i onS ruC Ion 2ND FLOOR — 2nd Floo /` I I � 8" Bond Beam w/2-#4 Rebar, 53.1' x -�'---X-- ---x°-------x- o ° •„ I I I O See Structural PBR Panel J 9 1/2" FLEXLOC SOFFIT I N 2.A u, PANEL W/ EDGE ANGLE L Lt. Ga. Header, Typ. Stair Shaft See Struct. 2 1/2 XPS &24 GA. GIRTS 3 B 4'-4"`- --- x a Slotted 3"xl 0"x20 GA Base Angle N 1 1/2"Face of Block - ------------ '" / NTS ; W12X22 HEADERS U 8"Girt Beyond (Follows Angled Roof Profile) U z Siding Trim Per Manuf. ; \"� ^ Roof Liner Fabric System J Z W/Prefin Flashing &24 Siding Trim Per Manuf.W/Prefin 2"X4"TRACK &STUD N 0 GA Drip Edg , ; Flashing &24 GA Drip Edge - IAQI O 1 1/2"XPS Insul.w/ 24 GA. HEADER WRAP -O V I 24"Go. Brakej C Siding Trim Per Manuf.W/Prefin 4.6 L- U O Metal Wrap Flashing &24 GA Drip Edge j Typ Entry T_vp Entry � � � 9' W AUTO SLIDER DOOR Exterior 12' W AUTO SLIDER DOOR cn W/ACCESS CONTROL W/ ACCESS CONTROL �.,���, ~_ Exterior 5-4" Caj O N U r Stair Shaft Ext Wall @ 2nd Flr Slab 30 Header at Entr #3 26 Headers at Entries #1 +#2 2 Bearing Wall at Roof Ste C122.5 0 0 E 05 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" -50 Scale: 1" = 1'-0" "50 Scale: 1" = 1'-011 E o 0U3 0 4 C Slope Away from Building Structure to Z � o Provide Drainage Min Slope per Manf Req U O 1 1/2"Face of Block t t;.. ° Exterior Entrance Lobby " m I Unconditioned Storage #5 Perimeter Bar Typ. Stair Shaft #5 Perimeter Bar #5 Perimeter Ba 01 PLANNING-ARCHITECTURE 4" iding Trim Per Manuf.W/ 2 A *PROPERTY VISIONING Prefin Flashing &24 GA 24 Ga. Base Flashin 10 10" Q @ Bottom of Siding 3.A Drip Edge g" I c I 800 W. Broad St.Suite 400 Asphalt Drive a '' '10" Falls Church, Virginia 22046 J Sill Slope c a g Sill Sloe T 6"Slab On Grade II I II II II b T 6"Slab On Grade 5 Asphalt Drive Yp Yp• m Sloped ,c Typ.6"Slab On Grade 703-356-6771 fax: 356-7010 °(v Construction N Construction o ;Sill Construction d� 1 ST FLOOR 1 ST FLOOR o '- a _ _ _ODOR _1ST FL 42.6' o O ... •� °... 42.6' 42.6'� (QED ARC 0 o� O �� O 0 �O --- — - - -- 10 Min Req. Clearance v .`� --- - v -.--- ;o o — 0O OO 0O O D v... 0 o D W II ...° Q II Jt V .'m Q ^Q D �... Q I I Footing Per a Footing Per Structural I O Structural ... ' O I o (7 N� k Q� o 3 3 Footing Per , I I 5 A O Dwgs. p Dwgs. Structural Dwgs. ° g g Typ. Ground Mounted Condensor Unit 0 F NE`Ny w w w ©b Acts 2021 Inn Attached to Concrete Slab per Manf m I z o z I z •.. •' - ..• � Spec • I� . � D I ' - Section Details • D M •— M Note: GC To Maintain Manf. ' Center Footing on _ Preformed Concrete Mounting Slab 1; _ ..._ M o D ' • Required Clearences As Specified per Manf.Column Line Above Typ . Surrounding Equipment. „ 4, A-502 1'-4" As halt Drivewax ' r3�`! Stair Shaft Ext Wall @ 1st Flr Slab 34 Ext. Door Sill at Typ 1st Fir Entry 35 Typ Ground Mounted Condenser 36 Foundation at Exterior Wall 1 28 OF 28 -51� Scale: 1 = 1 -0 -50 Scale: 1 = 1 -0 �-50� Scale: 1 = 1 -0 -50 Scale: 1 = 1 -0 --- T • i � ..- ' d �• � ��. : .. ..Q4 3/EN200 1 PERMIT SET 12/21/2 7 1 41 ji REQUIRED REQUIRED PROPOSED PROPOSED EAST NORTH WEST SOUTH TOTALAG ON SHEETS DESIGNATION ON DRAWINGS ASHRAE DEFINITION DESCRIPTION R-VALUE U-FACTOR i_ (MIN) (MAX) R-VALUE U-FACTOR ELEVATION ELEVATION ELEVATION ELEVATION AREA SF O WALLS SEE SHEET A070 W 1 3.6, 4.A1, 4.0 Wall, Above Grade Steel Framed METAL STUD WALL + R-13 BATT INSULATION + 1.5"THERMAX R-13/7.5ci 0.050 R-13/9.8ci 0.050 5,701 SF 1,940 SF 5,155 SF 2,477 SF 15,273 SF W2 2•A Wall, Above Grade Mass 8"CMU+ R-9.5 MIN POLYISO RIGID INSULATION 9.500 0.090 9.800 0.009 382 SF 418 SF 382 SF 1,182 SF DOORS SEE SHEET A080 D1 DOOR TYPES B + C Vertical Glazing Metal Framing (Entrance Door) STOREFRONT DOOR &SLIDING GLASS DOOR 0.770 0.770 64 SF 192 SF 256 SF o C) D2 DOOR TYPE A Opaque Swinging Door INSULATED METAL SWINGING 0.610 0.610 72 SF 48 SF 120 SF o ,,_ ,, oROOFS SEE SHEETS A103,A300 w R 1 Typical Roof Construction Roof, Metal Building STANDING SEAM METAL ROOF +3.5"BATT INSULATION (R-1 1) + 6" BATT N 30.000 0.035 30.000 0.033 N/A N/A N/A N/A 27,786 SF FLOORS INSULATION (R-19 +THERMAL SPACER BLOCK F1 Ceiling @ Unconditioned Areas Floors, Mass 3 1/2" NORMAL WEIGHT CONCRETE OVER 2"METAL DECK+ 1.5" 10.000 0.100 10.000 0.100 5,225 SF 4,435 SF 9,660 SF NOTES: THERMAX 1. Insulation to be used in the interior must be approved for interior application. Unless noted otherwise the basis of design shall be Thermax Light Duty. 2. Maximum U factor or Minimum R Value 3. Building as designed conforms to all applicable sections of ASHRAE 90.1 Dashed Line Indicates Outline of 4.See A-080, A-070, and A-300 for more information Unclimatized Storage KeyPlan 1/EN200 N2 Not to Scale _ Eil F1 , »..,.I I:,'I II .'II ISsi I :,•I-(--'II lI,il l„ ✓'''i i l_l_IIlIII_Il;I11i'.1,I,_tIi7lII-.,I Il lil-�I.�:., „ 1 1,,� j,I ,;II rIIlI'lIR'.E{i�;I,IIIi\�I,''IIIIIi�,D'I,1,,=�I1,I2III�':.,�WR�I I'1Iv�1II:;{�iIiI'.-IIi�tI i'I�I;I1�nI, (_II1I1:,I I•I,I_I;,_I li: f - -D, r-r a• sh-e-d- Line -In dicates Outline utline rof, 71 U, nclimatized I Storage (w/ W1 Wall Beyond, Typ) it I (11 � '-II IIIIIIIIi:I�I:lI i-i'_i iC1�'g'1IIiIi 1�i,I''I IIIII•I IiII(I_(III-II�iII lI'I'{I I�I _1'',lI- s,,II- t!IIr—I!IIII I!-�------FskiI1II —lII--rI,r iIP— lI a,,III,'--III- IIt-L II Ln'I,I _i ,:I U n'•1I cI.'I l i',,,kII n a,''II —I' —I tIi.G, IIIi.z� - -l--!1,e 1 d S_II ,I ,tI 't€.eI' i— 'o,I ra -I1I I1I I i. 'lI,niIIdr'I''II ,I--:•I I— e1 -III:I}—'I;IIiI T ItI - 'a .I —t---—j Ii -t'II West' IIiiII E,I'1I I I.l�II# 1.lI eit;i tII, III I I ,Lv aIi'i Ir iIII! i—1III i,I' I ' 1II t`- lI�i-iI ' I,—oIiii--I." .I� .i,lIIt. fII In w2 t2OOScale: 11 = 1w Line of Thermal Envelope that does not show on Elevation Cupolas are Unclimatized Areas Typ nt{,. II.I; , I' I I — +InIi. it1: . iI i1 1i•l,i i'I I 1,II, -,' I ,-- - IIII 1 'QDECN .� c r a0, 4 EF D t5 ,— �J.RDJ'+njVW�c1 - � LJti 2 - Q � n � 0 South Elevation j I I � '.N20 � i ' I I' , I l i Z �: I�O Scale: / " 0€ 1I V IIf I ) i ,I i .I 1 }C O OU W 1 --- — — — <T r i , ' 'W2 --- ----_ —__ — — W2 U 77, TE �— W, CW Dashed Line Indicates Outline of Unclimatized Storage (w/ W1 Wall Beyond,Typ) OUO LLU3 West Elevation E 5C Line of Thermal Envelope that does not show on Elevation EN200 Scale: 1/16" = 1 '-0" �Z `o Dashed Line Indicates F1 Outline of Unclimatized Storage (w/ W1 Wall tDBeyond, TYp) In'W2 HIH ` i I,, ` I PLANNING-ARCHITECTURE o/ — [)E I -PROPERTY VISIONING 1 st Fir Plan : Unclimatized Storage at East Elevation 800 W. Broad St.Suite 400 N20 : 1 /16" = 1 '-0" Falls Church, Virginia 220460 703-356-6771 fax: 356-7010 2 North Elevation t2OO 1/16k = 11_011 j �. 11I DA 'II , 1'I J , I I I R I ` I I . i I , I'i 1 I'l I ', 1 I ti'i ni I I Lit' 0 W I _ ——— --- ——— -- -- ti•SIf e __ np, �— ___ _ Fi Summary ' _ / Dashed Line Indicates Outline of Unclimatized EN-200 Storage (w/ W1 Wall Beyond,Typ) (' I ' East Elevation EN200 Scale: 1 /16" = 1 '-0" ` "', Visser III, Fredric From: Haase, Robert Sent: Friday, March 1, 2024 3:48 PM To: Visser III, Fredric Subject: Frequencies Fred, The PD VHF input frequency is 158.895. This is what I have for FD UHF frequencies Tag Receive Transmit Town Paging 454.1250 RX ONLY Orient FD 460.2625 465.2625 East Marion FD 453.5750 458.5750 Greenport FD 453.6625 458.6625 Southold FD 460.0875 465.0875 Cutchogue FD 453.5500 458.5500 Mattituck FD 453.5125 458.5125 Robert Haase Jr Sergeant # 132 Southold Town Police Department 41405 Main Rd Peconic, NY 11958 HQ - 631-765-2600 Cell- 631-353-8550 POL¢C� 1 SITE SURVEY REPORT Conducted by: SYSTEMS CO. RF 20 POINT GRID SURVEY System Type: Public Safety 400 MHz Testing Date: August 5th, 2024 Site Address: Goodfriends Self Storage 65 Commerce Dr Cutchogue, NY 11935 AHJ: Southold PD/FD Compliance Guidelines: NFPA 2013, 2016 Structure: Storage Engineer: Raul Pla, G.R.O.L. BDAMSYSTEMS CO. Scope of Work Use a testing procedure where a grid is overlaid onto a floor area to provide 20 grid cells. Grid cells are provided with definite minimum and maximum dimensions. For most buildings, using a minimum grid dimension of 20 ft(6.1 m) and a maximum grid dimension of 80 ft(24.4 m)will suffice to encompass the entire floor area. Where a floor exceeds 128,000 ft2 (11,890 m2),which is the floor area that can be covered by the maximum grid dimension of 80 ft(24.4 m), it is recommended that the floor be subdivided into sectors, each having an area of less than or equal to 28,000 ft sq (11,890 m2), and that each sector be tested individually with 20 grid cells in each sector. RESULTING SIGNAL: Signal MUST BE stronger than -95dBm in order to PASS. Not more than two nonadjacent grid cells should be allowed to fail the test. In the event that three of the areas fail the test, or if two adjacent areas fail the test, in order to be more statistically accurate,the testing grid resolution should be doubled.This would require decreasing the size to one-half the dimension used in the failed test to a minimum of 10 ft(3.0 m) and a maximum of 40 ft(12.2 m). Further, to cover the same floor area, the number of grids is quadrupled to 80. Not more than eight nonadjacent or five adjacent grid cells should then be allowed to fail the test. In the event that nine or more nonadjacent and/or six or more adjacent grid cells fail the test, consideration should be given to redesigning and reinstalling the public safety radio enhancement system to meet the minimum system design requirements. Measurements should be made with the antenna held in a vertical position at(3 ft to 4 ft) [0.91 m to 1.22 m] above the floor be tested individually with 20 grid cells in each sector. Failures should not be allowed in critical areas,these areas are defined as the following: 1) Fire Command Center 2) Fire Pump Room 3) Exit Stairs 4) Exit Passageways 5) Elevator Lobbies Provided by:BDA Systems Co Page 2 of 12 BDA SYSTEMS CO. Technician Equipment & Certifications All equipment used in the site survey is approved by the FCC as an acceptable radio frequency measurement device. Per FCC regulations, the testing equipment is calibrated and inspected every 2 years. Technician performing the site survey has an active status FCC General Radio Operator License (GROL). G.R.O.L. *PG00061851 RZC: Spectrum Analyzer: PC TEL/ SeeGull IBflex Device rel 3.9.5.0 SN: 082212090 Calibration Expires: 3-23-2025 Provided by:BDA Systems Co Page 3 of 12 i r\ BDA.2SYSTEMS CO Frequencies & Channels Tested The survey will test for radio frequency levels pertaining to the local AHJ's public safety communication frequencies.These are located on the 800 MHz band. Red (c) are primary control channels Blue(a) are alternate control channels SCREENSHOT OF FREQUENCIES Receive Transmit 454.1250 RX ONLY 4.� 465.2695 4&W5.0 450575 460.0875 465.0875 453.5500 45&5500 453.5125 458.5125 Provided by:BDA Systems Co Page 4 of 12 BDA SYSTEMS CO. Begin Report .f Provided by:BDA Systems Co Page 5 of 12 BDA§jSYSTEMS CO. Emergency Responder Radio System Coverage Report Test Results Date Prepared: Aug 5,2024 Test File: Goodfriends Self Storage North Fork Final Survey_20240805 034511 Test Location: North Fork Self Storage 65 Commerce Dr Cutcho ue Technician: Raul Pla FCC#: I PG00061851 Building: North Fork Self Storage Result: Pass Test Report Summary Channel/ - Freq(MHi) Technology Band Result Area Points . Critical Points Ch Group assed passed % ' SFO 25 Sout old 460.08750 P25 Suffolk County-North Fork Pass 38138(100%) 8/8(100%) FD T' .- 454.1250 e 453.5500 . 458.5500 0 460.2625 465.2625 pF'0 453.5750 01458.5750 - 453.6625 - 458.6625 460.0875 465.0875 MF 453.5125 f0 458.5125 Test Details Number of Floors Tested: 2 Result Calculation: By area per floor Number of Areas Tested: 38 Area Pass Criteria: 95% Number of Critical Points Tested: 8 Critical Points Pass Criteria: 99% Apply Ad'acent Area Rule: No Equipment Configuration Vendor Application Device_ Calibration ` Antenna info Expires PCTEL SeeHawk Touch SeeGull IBflex Device 3-23-2025 rel 4.1.0.1 rel 3.9.5.0 SN: 082212090 Provided by:BDA Systems Co Page 6 of 12 A BDAM / SYSTEMS CO. Threshold Settings DL Area DL Critical DL Use for, UL Area UL Critical UL Use for Measurement Point Point grading : Point Point grading , P25 Power(RSSI) -95.0 dBm -95.0 dBm Yes -95.0 dBm -95.0 dBm Yes DAQ 3.0 Yes Floors Result :25 460.08750 Floor Plan Southold FD 1st Floor Pass 2nd Floor Pass Provided by:BDA Systems Co Page 7 of 12 BDA.2SYSTEMS CO Floor: 1st Floor Channel: 25 Southold FD Result: Pass Freq(MHz)° Tech Band Ant Cable Ph.' Type Mod NAC Area Points Critical Points Gain Loss passed % passed 460.08750 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork 100% is LEI'514411 Y`,s 69a 5 :.N4"Y_4� sr,4.r ': <.��,;; j -�1777/711777 11: 2� „!�,!><G v.,r,•.`,�';` .,'.,%f,.,'% '.��::ii 4..;L '�y"r`j�i^•�,r'`��'v,::R%.Y!°^",'sr°-° s'. �''/,%'/• ,s `�i'� ;'`::'3", .<.s;�.d '•;c:�;°.,, a»r",,r'. F„�.f< ..:r;�E.,y... ,J;t�. r Y:::Y •'r` ,rr''<A... >�< r ,`•<•, ,.f.w;:=d rr Yri <, � .: °.sa::.: .�: ":e'r< <,/',<%`;�': :,.;; ,n•€. .,.;,>"s": .:y'':.:r:« .,P..,:•;✓ ,t .;t Y?i ��%° ..; :;l,'^ =;,F' ,.r�,'�,ss•: �'r'•' �;?< .�r. ./,< �7•i..me.s. <a°.c,;.;;<';3 :a�a ,/,C°t �'rsa' ^`F�"r' -:%?; °z e:..,: x»,,.x ';f'<.,w:,�`{°•' ,<,°. ,� �r' :t ,� ,f° '::un s.�`� .:'•a v,3 �rrr n r <�y,:% „y',,,'?:',r, i�n ,s.<, 'S�:# �,,r;: .��°,;F.xs',°'�< v✓v. s,.^`�� J°f'� =f r '�,s,•>,s- . �-:✓°•;.< �;Y :5 5:'<'• '<r,. ,�gte ';:•�"�; .._.✓,,«"�'�'r.'2:'`?'a•Y .��`� �,'f.�,:q;.;.a..,`.,y ,r,!`'.f ,�., '�; ' %tiP - tr ...r 1ST i-LQC}R PLAN A Grid #of Areas Area Size Area Width Area Height -ignore, Comments s .ft ft ft Area,Color 1 15 1767.71 54.46 32.46 Black: 2 4 1280.62 51.81 24.72 Black Provided by:BDA Systems Co Page 8 of 12 BDAMSYSTEMS CO. Floor: 1st Floor Channel: 25 Southold FD Critical Points Critical DL DL UL UL UL• Resul DL 'Comment Point Power DAQ. Power DAQ Tested t Loss dBm) (dBm) (dB 1 -60.60 Pass 2 -54.75 Pass 3 -49.29 Pass 4 -60.57 Pass Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss . dBm) (dBm) dB .. 1 1 -60.48 Pass 1 2 -69.24 Pass 1 3 -56.37 Pass 1 4 -61.00 Pass 1 5 -70.86 Pass 1 6 -64.59 Pass 1. 7 -60.22 Pass 1 8 -62.06 Pass 1 9 1 -67.41 Pass 1 10 -69.39 Pass 1 11 -69.36 Pass 1 12 -70.48 Pass 1 13 -69.40 Pass 1 14 -74.91 Pass 1 15 1 -62.42 Pass 2 1 -64.44 Pass 2 2 -60.60 Pass 2 3 -56.56 1 Pass 2 4 -68.03 Pass Provided by:BDA Systems Co Page 9 of 12 B DA.2SYSTEMS CO Floor: 2nd Floor Channel: 25 Southold FD Result: Pass Freq(MHz) Tech 13'and Ant Cable Ph. 'Type 'Mod NAC Area Points -Critical Points Gain Loss passed M passed M - 460.08750 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork (100%) ---------- 0Z Z.3 QftcL2_ V d.lr@ /L YX 77 1771 7 e7 T T, Z 4 V Z 2N3R FLO R PLAN Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft ft ft Area Color 1 15 2037.36 58.29 34.95 Black 2 4 1426.09 55.35 25.77 Black Provided by:BDA Systems Co Page 10 of 12 BDAMSYSTEMS CO. Floor: 2nd Floor Channel: 25 Southold FD Critical Points Critical DL DL UL UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm) (dBm) (dB 1 -56.61 Pass 2 -55.52 Pass 3 -37.45 Pass 4 -73.58 Pass Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss dBm) (dBm) (dB) 1 1 -66.27 Pass 1 2 -60.06 Pass 1 3 -61.35 Pass 1 4 -58.30 Pass 1 5 -63.29 Pass 1 6 -65.52 'Pass 1 7 -62.21 Pass 1 8 -61.26 Pass 1 9 -60.03 Pass 1 10 -68.44 Pass 1 11 -63.93 Pass 1 12 -66.89 Pass 1 13 -71.17 Pass 1 14 -63.60 1 Pass 1 15 -71.54 Pass 2 1 -63.09 Pass 2 2 -60.87 Pass 2 3 -65.38 Pass 24 -71.33 Pass Provided by:BDA Systems Co Page 11 of 12 BDAMSYSTEMS CO. END Provided by:BDA Systems Co Page 12 of 12 SITE SURVEY REPORT Conducted by: E3 1) )% SYSTEMS CO. RF 20 POINT GRID SURVEY System Type: Public Safety 100 MHz Testing Date: August 5th, 2024 Site Address: Goodfriends Self Storage . 65 Commerce Dr Cutchogue, NY 11935 AHJ: Southold PD/FD Compliance Guidelines: NFPA 2013, 2016 Structure: Storage Engineer: Raul Pla, G.R.O.L. BDA SYSTEMS CO. Scope of Work Use a testing procedure where a grid is overlaid onto a floor area to provide 20 grid cells. Grid cells are provided with definite minimum and maximum dimensions. For most buildings, using a minimum grid dimension of 20 ft(6.1 m) and a maximum grid dimension of 80 ft(24.4 m)will suffice to encompass the entire floor area. Where a floor exceeds 128,000 ft2 (11,890 m2),which is the floor area that can be covered by the maximum grid dimension of 80 ft(24.4 m), it is recommended that the floor be subdivided into sectors, each having an area of less than or equal to 28,000 ft sq (11,890 m2), and that each sector be tested individually with 20 grid cells in each sector. RESULTING SIGNAL: Signal MUST BE stronger than -95dBm in order to PASS. Not more than two nonadjacent grid cells should be allowed to fail the test. In the event that three of the areas fail the test, or if two adjacent areas fail the test, in order to be more statistically accurate,the testing grid resolution should be doubled.This would require decreasing the size to one-half the dimension used in the failed test to a minimum of 10 ft(3.0 m) and a maximum of 40 ft(12.2 m). Further,to cover the same floor area, the number of grids is quadrupled to 80. Not more than eight nonadjacent or five adjacent grid cells should then be allowed to fail the test. In the event that nine or more nonadjacent and/or six or more adjacent grid cells fail the test, consideration should be given to redesigning and reinstalling the public safety radio enhancement system to meet the minimum system design requirements. Measurements should be made with the antenna held in a vertical position at(3 ft to 4 ft) [0.91 m to 1.22 m] above the floor be tested individually with 20 grid cells in each sector. Failures should not be allowed in critical areas,these areas are defined as the following: 1) Fire Command Center 2) Fire Pump Room 3) Exit Stairs 4) Exit Passageways 5) Elevator Lobbies Provided by:BDA Systems Co Page 2 of 12 BDA.2SYSTEMS CO Technician Equipment & Certifications All equipment used in the site survey is approved by the FCC as an acceptable radio frequency measurement device. Per FCC regulations, the testing equipment is calibrated and inspected every 2 years. Technician performing the site survey has an active status FCC General Radio Operator License (GROL). G.R.O.L. #PG00061851 FCC Spectrum Analyzer: PC TEL/ SeeGull 113flex Device rel 3.9.5.0 SN: 082212090 Calibration Expires: 3-23-2025 Provided by:BDA Systems Co Page 3 of 12 BDAMSYSTEMS CO. Frequencies & Channels Tested The survey will test for radio frequency levels pertaining to the local AHJ's public safety communication frequencies.These are located on the 800 MHz band. Red (c) are primary control channels I Blue(a) are alternate control channels SCREENSHOT OF FREQUENCIES Southold P® 155.850 and input 158.895 Provided by:BDA Systems Co Page 4 of 12 BDA.2SYS?EMS CO Begin Report Provided by:BDA Systems Co Page 5 of 12 BDAMSYSTEMS CO. Emergency Responder Radio System Coverage Report Test Results Date Prepared: Aug 5,2024 Test File: Goodfriends Self Storage North Fork Final Survey_20240805 034511 Test Location: North Fork Self Storage 65 Commerce Dr Cutcho ue Technician: Raul Pla FCC#: PG00061851 Building: North Fork Self Storage Result: Pass Test Report Summary Channel/ Freq(MHz) Technology Band Result Area Points Critical Points Ch Group' passed passed 16 158.89500 P25 Suffolk County-North Fork Pass 38/38(100%) 8/8(100%) Southhold 155.8500 PD Test Details Number of Floors Tested: 2 Result Calculation: By area per floor Number of Areas Tested: 38 Area Pass Criteria: 95% Number of Critical Points Tested: 8 Critical Points Pass Criteria: 99% Apply Adjacent Area Rule: No E ui ment Confi uration Vendor ._ Application Device Calibration Antenna info. Expires PCTEL SeeHawk Touch SeeGull IBflex Device 3-23-2025 rel 4.1.0.1 rel 3.9.5.0 SN: 082212090 Provided by:BDA Systems Co Page 6 of 12 BDAMSYSTEMS CO. Threshold Settings DL Area DL Critical DL Use for UL Area UL Critical UL Use for Measurement Point Point grading Point Point grading P25 Power(RSSI) -95.0 dBm -95.0 dBm Yes -95.0 dBm -95.0 dBm Yes DAQ 3.0 Yes Floors Result - 16 158.89600 . Floor Plan Southold PD 1st Floor Pass 2nd Floor Pass Provided by:BDA Systems Co Page 7 of 12 BDA�l SYSTEMS CO. Floor: 1st Floor Channel: 16 Southold PD Result: Pass Fr6q(MHz) Tech Band Ant Cable Ph. Type Mod NAC Area Points Critical Points Gain Loss passed M passed M 158.89500 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork (100%) Grid 2 a 64 Uz4* 7;q 0 7""T 7/7 ITI, ' g gg -Rz g"x M. ,t �10'R t'iL W FL PLAN OOP Grid kof Areas .-Area Size Area Width Area Height Ignore Comments (sq.ft) (ft) (ft) Area Color 1 15 1767.71 54.46 32.46 Black - 2 4 1280.62 51.81 24.72 Bikk, Provided by:BDA Systems Co Page 8 of 12 BDA@SYSTEMS CO. Floor: 1st Floor Channel: '16 Southold PD Critical Points Critical DL DL UL UL UL Resul ' DL Comment - _Point Power DAQ', Power DAQ Tested t . Loss ; dBm) (dBm) (dB 1 -68.41 Pass 2 -68.78 Pass 3 -65.64 Pass 4 -64.86 Pass Area Points Grid Area DL DL UL UL UL Result' DL Comment . Power DAQ Power DAQ Tested Loss dBm) (dBm) (dB 1 1 -35.27 Pass 1 2 -66.85 Pass 1 3 -68.90 Pass 1 4 -69.19 Pass 1 5 -68.51 Pass 1 6 -70.65 Pass 1 7 -72.88 Pass 1 8 -71.72 Pass 1 9 1 -66.20 Pass 1 10 -72.22 Pass 1 11 -73.44 Pass 1 12 -69.92 Pass 1 13 -67.81 Pass 1 14 -62.56 Pass 1 15 1 -70.31 Pass 2 1 -69.06 Pass 2 2 -62.62 Pass 2 3 -66.30 Pass 2 4 -71.60 Pass Provided by:BDA Systems Co Page 9 of 12 BDA SYSTEMS CO.2 Floor: 2nd Floor Channel: 16 Southold PD Result: Pass Freq(MHz) Tech Band Ant Cable Ph. Type Mod NAC Area Points .Critical Points Gain Loss passed % . passed' 158.89500 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork 100% c> ,es Id 'di � :'%:"'j lam'. .'%,;, i:.;,;<,- ;�' j' ., -r ::#-. ;$-'F ' �L. �;/ ' /• /•. 47 rA rM /' i Ffl11�t1 r..:% is ITT L' -/ .: -L .s�. r .. :�,,. ✓, .,]�:'/' ,t�7;. './a:--rl,,t(�'' ,y' .,✓%'; •.✓.".�r'i,>,,4 CaJ Cc E t a.re Yam;,FL iOR PLAN 'tT- Y^j, Grid #of,Areas'. Area Size, Area Width Area Height Ignore Comments s ..ft ft ft Area Color 1 15 2037.36 58.29 34.95 Black 2 4 1426.09 55.35 25.77 Black Provided by:BDA Systems Co, Page 10 of 12 t' BDAMSYSTEMS CO. Floor: 2nd Floor Channel: 16 Southold PD Critical Points Critical DL DL UL UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm dBm dB 1 -65.09 Pass 2 -67.10 Pass 3 -15.63 Pass 4 -68.83 Pass Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss (dBm) (dBm) (dB) 1 1 -67.05 Pass 1 2 -76.91 Pass 1 3 -84.01 Pass 1 4 -82.07 Pass 1 5 -80.79 Pass 1 6 -75.25 Pass 1 7 -72.68 Pass 1 8 -72.04 Pass 1 9 1 -71.76 Pass 1 10 -72.00 Pass 1 11 -71.35 Pass 1 12 -77.19 Pass 1 13 -75.36 Pass 1 14 -68.38 Pass 1 15 1 -75.05 Pass 2 1 -68.62 Pass 2 2 -66.58 Pass 2 3 -71.23 Pass 2 4 -68.06 Pass Provided by:BDA Systems Co Page 11 of 12 B DA SYSTEMS CO. 4 END Provided by:BDA Systems Co Page 12 of 12 P :(555)756-0225 BDA COPY A :7765 5W 8�7th Ave Ste 102 Miami,FL 33173 :Info@BRASystem5Co.Cem SYSTEMS CO. W :www.BDA$ystemsCo.com RTIFICATE OF RADIO COVERAGE COMPLIANCE AUG 1 3 2024 Ploy;nog jo unnol JuaurjedeG Bu9WIUng Building Department Town of Southold Project name: North Fork Address: 65 Commerce Drive Cutchogue, NY 11935 0 � W n Q 0 63 Attn: Fire Marshal ��i I certify that the ERRCS (Emergency Responder Radio Coverage System) was installed and tested in accordance with the plans and the provisions set forth in NFPA 1221, NFPA 72, and all relevant codes and standards.To the best of my knowledge, information, and belief,the radio RF coverage levels for this occupancy meet or exceed the requirements specified by NFPA 1221. C Samantha Young Director of Engineering SITE SURVEY REPORT Py Conducted by: SYSTEMS CO. RF 20 POINT GRID SURVEY System Type: Public Safety 100 MHz Testing Date: August 5th, 2024 Site Address: Goodfriends Self Storage 65 Commerce Dr Cutchogue, NY 11935 AHJ: Southold PD/FD Compliance Guidelines: NFPA 2013, 2016 Structure: Storage Engineer: Raul Pla, G.R.O.L. BDA@SYSTEMS CO. Scope of Work Use a testing procedure where a grid is overlaid onto a floor area to provide 20 grid cells. Grid cells are provided with definite minimum and maximum dimensions. For most buildings, using a minimum grid dimension of 20 ft(6.1 m)and a maximum grid dimension of 80 ft(24.4 m)will suffice to encompass the entire floor area.Where a floor exceeds 128,000 ft2 (11,890 m2),which is the floor area that can be covered by the maximum grid dimension of 80 ft(24.4 m), it is recommended that the floor be subdivided into sectors, each having an area of less than or equal to 28,000 ft sq (11,890 m2), and that each sector be tested individually with 20 grid cells in each sector. RESULTING SIGNAL: Signal MUST BE stronger than -95dBm in order to PASS. Not more than two nonadjacent grid cells should be allowed to fail the test. In the event that three of the areas fail the test, or if two adjacent areas fail the test, in order to be more statistically accurate,the testing grid resolution should be doubled.This would require decreasing the size to one-half the dimension used in the failed test to a minimum of 10 ft(3.0 m) and a maximum of 40 ft(12.2 m). Further,to cover the same floor area, the number of grids is quadrupled to 80. Not more than eight nonadjacent or five adjacent grid cells should then be allowed to fail the test. In the event that nine or more nonadjacent and/or six or more adjacent grid cells fail the test, consideration should be given to redesigning and reinstalling the public safety radio enhancement system to meet the minimum system design requirements. Measurements should be made with the antenna held in a vertical position at(3 ft to 4 ft) [0.91 m to 1.22 m] above the floor be tested individually with 20 grid cells in each sector. Failures should not be allowed in critical areas,these areas are defined as the following: 1) Fire Command Center 2) Fire Pump Room 3) Exit Stairs 4) Exit Passageways 5) Elevator Lobbies Provided by:BDA Systems Co Page 2 of 12 BDA SYSTEMS CO. Technician Equipment & Certifications All equipment used in the site survey is approved by the FCC as an acceptable radio frequency measurement device. Per FCC regulations, the testing equipment is calibrated and inspected every 2 years. Technician performing the site survey has an active status FCC General Radio Operator License (GROL). G.R.O.L. #PG00061851 FCC Spectrum Analyzer: PC TEL/ SeeGull IBflex Device rel 3.9.5.0 SN: 082212090 Calibration Expires: 3-23-2025 Provided by:BDA Systems Co Page 3 of 12 BDA@SYSTEMS CO. Frequencies & Channels Tested The survey will test for radio frequency levels pertaining to the local AHJ's public safety communication frequencies.These are located on the 800 MHz band. Red (c) are primary control channels I Blue(a) are alternate control channels SCREENSHOT OF FREQUENCIES Ch Group 16 158.89500 # o PD Provided by:BDA Systems Co Page 4 of 12 BDA@SYSTEMS CO. Begin Report Provided by:BDA Systems Co Page 5 of 12 BDAMSYSTEMS CO. Emergency Responder Radio System Coverage Report Test Results Date Prepared: Aug 5,2024 Test File: Goodfriends Self Storage North Fork'Final Survey_20240805 034511 Test Location: North Fork Self Storage 65 Commerce Dr Cutcho ue Technician: Raul Pla FCC#: PG00061851 Building: North Fork Self Storage Result: Pass Test Report Summary Channel/ Freq(MHz) Technology Band Result Area Points Critical Points Ch Group passed °/apassed 16 Southold 1.58.89500 P25 Suffolk County-North Fork Pass 38/38(100%) 8/8(100%) PD Test Details Number of Floors Tested: 2 Result Calculation: By area per floor Number of Areas Tested: 38 Area Pass Criteria: 95% Number of Critical Points Tested: 8 Critical Points Pass Criteria: 99% ApplV Ad'acent Area Rule: No Equipment Configuration Vendor Application Device Calibration Antenna info Expires PCTEL SeeHawk Touch SeeGull IBflex Device 3-23-2025 rel 4.1.0.1 rel 3.9.5.0 SN: 082212090 Provided by:BDA Systems Co Page 6 of 12 r,. BDAMSYSTEMS CO. Threshold Settings DL Area DL Critical DL Use for UL Area UL Critical UL Use for. Measurement Point Point grading Point Point grading P25 Power(RSSI) -95.0 dBm -95.0 dBm Yes -95.0 dBm -95.0 dBm Yes DAQ 3.0 Yes Floors Result 16 168.89500 Floor Plan Southold PD 1st Floor Pass 2nd Floor Pass Provided by:BDA Systems Co Page 7 of 12 BDAMSYSTEMS CO. Floor: 1st Floor Channel: 16 Southold PD Result: Pass Freq(MHz) Tech Band Ant Cable Ph. Type Mod NAC Area Points Critical Points Gain Loss passed passed 158.89500 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork 100% I;. GO, r•d•17 i.^e{ „E,., ��a f��a.•'+�a F:!T.vs,`d. l >`.a::!'e °�r':Far +'r .,/��. li v- r. l' g` a 9^T 5 e eyl." >/ es 4 ` " is 2=j!s :,'r, ,1 .cam '"� >1 .%;� 95;:'':y' •=5,y'•% {;gs',,• �<�s 77777 6, ac;;> r' ::r°s+;v. >;°. ,..r ...s>a,o." r,, rr.,: ��',, ...,.^,>s,,•,yk � mynf, I ST PLOOP PLAN Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft ft ft Area Color 1 15 1767.71 54.46 32.46 Black 2 4 1280.62 51.81 24.72 Black Provided by:BDA Systems Co Page 8 of 12 BDA61 SYSTEMS Co. Floor: 1st Floor Channel: 16 Southold PD Critical Points Critical DL_ DL . UL UL UL Resul' DL Comment 'Point Power bAQ Power DAQ Tested t L'oss dBm) (dBm) dB 1 -68.41 Pass 2 -68.78 Pass 3 -65.64 Pass 4 -64.86 Pass Area Points Grid Area DL DL UL, UL UL Result DL Comment Power DAQ Power DAQ Tested Loss dBm) dBm (dB) 1 1 -35.27 Pass 1 2 -66.85 Pass 1 3 -68.90 Pass 1 4 -69.19 Pass 1 5 -68.51 Pass 1 6 -70.65 Pass 1 7 -72.88 Pass 1 8 -71.72 Pass 1 9 1 -66.20 Pass 1 10 -72.22 Pass 1 11 -73.44 Pass 1 12 -69.92 Pass 1 13 -67.81 Pass 1 14 -62.56 Pass 1 15 -70.31 Pass 2 1 -69.06 Pass 2 2 -62.62 Pass 2 3 -66.30 Pass 2 4 -71.60 Pass Provided by:BDA Systems Co Page 9 of 12 BDA SYSTEMS CO. Floor: 2nd Floor Channel: 16 Southold PD Result: Pass Freq(MHz) Tech Band Ant Cable Ph. Type-Mod NAC Area Points "Critical Points Gain Loss passed % passed 158.89500 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork 100% D c � 7-:,i Z %"' it: - sa...�-•, I�.::; ,I:v'•'«' 3 rI ., r-. ', ;. s. of {. { s fsy 'Al 2 2NC3`FUC Qft PLAN s yacb a7s s'&.'. Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft ft ft Area Color 1 15 2037.36 58.29 34.95 Black 2 4 1426.09 55.35 25.77 Black Provided by:BDA Systems Co Page 10 of 12 BDAMSYSTEMS CO. Floor: 2nd Floor Channel: 16 Southold PD Critical Points Critical DL DL UL • UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm) (dBm) (dB 1 -65.09 Pass 2 -67.10 Pass 3 -15.63 Pass 4 -68.83 Pass Area Points Grid Area DL DL UL UL '.UL Result DL Comment Power DAQ Power DAQ Tested Loss (dBm) dBm dB 1 1 -67.05 Pass 1 2 -76.91 Pass 1 3 -84.01 Pass 1 4 -82.07 Pass 1 5 -80.79 Pass 1 6 -75.25 Pass 1 7 -72.68 Pass 1 8 -72.04 Pass 1 9 -71.76 Pass 1 10 1 -72.00 Pass 1 11 -71.35 Pass 1 12 -77.19 Pass 1 13 -75.36 Pass 1 14 -68.38 Pass 1 15 -75.05 Pass 2 1 1 -68.62 Pass 2 2 -66.58 Pass 2 3 -71.23 Pass 2 4 -68.06 Pass Provided by:BDA Systems Co Page 11 of 12 BDAMSYSTEMS CO. END Provided by:BDA Systems Co Page 12 of 12 SITE SURVEY REPORT Conducted by: copy SYSTEMS CO. RF 20 POINT GRID SURVEY System Type: Public Safety 400 MHz Testing Date: August 5th, 2024 Site Address: Goodfriends Self Storage 65 Commerce Dr Cutchogue, NY 11935 AHJ: Southold PD/FD Compliance Guidelines: NFPA 2013, 2016 Structure: Storage Engineer: Raul Pla, G.R.O.L. BDA SYSTEMS CO. Scope of Work Use a testing procedure where a grid is overlaid onto a floor area to provide 20 grid cells. Grid cells are provided with definite minimum and maximum dimensions. For most buildings, using a minimum grid dimension of 20 ft(6.1 m)and a maximum grid dimension of 80 ft(24.4 m)will suffice to encompass the entire floor area.Where a floor exceeds 128,000 ft2 (11,890 m2),which is the floor area that can be covered by the maximum grid dimension of 80 ft(24.4 m), it is recommended that the floor be subdivided into sectors, each having an area of less than or equal to 28,000 ft sq (11,890 m2), and that each sector be tested individually with 20 grid cells in each sector. RESULTING SIGNAL:Signal MUST BE stronger than -95dBm in order to PASS. Not more than two nonadjacent grid cells should be allowed to fail the test. In the event that three of the areas fail the test, or if two adjacent areas fail the test, in order to be more statistically accurate,the testing grid resolution should be doubled.This would require decreasing the size to one-half the dimension used in the failed test to a minimum of 10 ft(3.0 m) and a maximum of 40 ft(12.2 m). Further,to cover the same floor area, the number of grids is quadrupled to 80. Not more than eight nonadjacent or five adjacent grid cells should then be allowed to fail the test. In the event that nine or more nonadjacent and/or six or more adjacent grid cells fail the test, consideration should be given to redesigning and reinstalling the public safety radio enhancement system to meet the minimum system design requirements. Measurements should be made with the antenna held in a vertical position at(3 ft to 4 ft) [0.91 m to 1.22 m] above the floor be tested individually with 20 grid cells in each sector. Failures should not be allowed in critical areas, these areas are defined as the following: 1) Fire Command Center 2) Fire Pump Room 3) Exit Stairs 4) Exit Passageways 5) Elevator Lobbies Provided by:BDA Systems Co Page 2 of 12 BDAMSYSTEMS CO. Technician Equipment & Certifications All equipment used in the site survey is approved by the FCC as an acceptable radio frequency measurement device. Per FCC regulations, the testing equipment is calibrated and inspected every 2 years. Technician performing the site survey has an active status FCC General Radio Operator License (GROL). G.R.O.L. #PG00061851 FCc Spectrum Analyzer: PC TEL/ SeeGull IBflex Device rel 3.9.5.0 SN: 082212090 Calibration Expires: 3-23-2025 Provided by:BDA Systems Co Page 3 of 12 BDAESYSTEMS CO. Frequencies & Channels Tested The survey will test for radio frequency levels pertaining to the local AHJ's public safety communication frequencies. These are located on the 800 MHz band. Red (c) are primary control channels I Blue(a) are alternate control channels SCREENSHOT OF FREQUENCIES Channel/ Freq (MHz) I Ch Group , 25 Southold 460.08750 FD Provided by:BDA Systems Co Page 4 of 12 B'DAMSYSTEMS CO. Begin Report Provided by:BDA Systems Co Page 5 of 12 BDA@SYSTEMS CO. Emergency Responder Radio System Coverage Report Test Results Date Prepared: Aug 5,2024 Test File: Goodfriends Self Storage North Fork Final Survey_20240805 034511 Test Location: North Fork Self Storage 65 Commerce Dr Cutcho ue Technician: Raul Pla FCC#: PG00061851 Building: North Fork Self Storage Result: Pass Test Report Summary Channel/ • Freq(MHz) Technology Band Result Area Points Critical Points Ch Grou passed % passed 25 Southold 460.08750 P25 Suffolk County-North Fork Pass 38/38(100%) 8/8(100%) FD Test Details Number of Floors Tested: 2 Result Calculation: By area per floor Number of Areas Tested: 38 Area Pass Criteria: 95% Number of Critical Points Tested: 8 Critical Points Pass Criteria: 99% Apply Ad'acent Area Rule: No Equipment Configuration Vendor Application Device Calibration Antenna'info Expires PCTEL SeeHawk Touch SeeGull IBflex Device 3-23-2025 rel 4.1.0.1 rel 3.9.5.0 SN: 082212090 Provided by:BDA Systems Co Page 6 of 12 BDA@SYSTEMS CO. Threshold Settings DL Area DL Critical DL Use for', UL Area UL Critical UL Use for Measurement Point Point grading Point Point grading P25 Power(RSSI) -95.0 dBm -95.0 dBm Yes -95.0 dBm -95.0 dBm Yes DAQ 3.0 Yes Floors Result 25 460.08760 Floor Plan Southold FD 1st Floor Pass 2nd Floor Pass Provided by:BDA Systems Co Page 7 of 12 BDAMSYSTEMS CO. Floor: 1st Floor Channel: 25 Southold FD Result: Pass Freq(MHz) Tech Band Ant Cable. Ph. Type Mod NAC Area Points 'Critical Points Gain Loss passed M passe M 460.08750 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork (100%) Grid 2 A LA- !;k 4, �-I, P, 2� j -[I n o /ITN 15TFLo0RPL",N Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft) (ft) (ft) Area Color 1 15 1767.71 54.46 32.46 Black 2 4 1280.62 51.81 24.72 Black Provided by:BDA Systems Co Page 8 of 12 BDAMSYSTEMS CO. Floor: 1st Floor Channel: 25 Southold FD Critical Points Critical DL DL UL UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm dBm dB 1 -60.60 Pass 2 -54.75 Pass 3 -49.29 Pass 4 -60.57 Pass Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss dBm) dBm) (dB) 1 1 -60.48 Pass 1 2 -69.24 Pass 1 3 -56.37 Pass 1 4 -61.00 Pass 1 5 -70.86 Pass 1 6 -64.59 Pass 1 7 -60.22 Pass 1 8 -62.06 Pass 1 9 1 -67.41 1 Pass 1 10 -69.39 Pass 1 11 -69:36 Pass 1 12 -70.48 Pass 1 13 -69.40 Pass 1 14 -74.91 Pass 1 15 1 -62.42 Pass 2 1 -64.44 Pass 2 2 -60.60 Pass 2 3 -56.56 Pass 2 4 -68.03 Pass Provided by:BDA Systems Co Page 9 of 12 B DA SYSTEMS CO.M Floor: 2nd Floor Channel: 25 Southold FD Result: Pass Freq(MHz) Tech Band Ant- - Cable Ph. Type Mod NAC Area Points Critical Points Gain Loss passed M passed(%) 460.08750 P25 Suffolk County- 0.00 0.00 19/19 4/4(100%) North Fork (100%) Gdd-2- 01�1,/V 2 xa� 7..... 1f@ 'i.f. 0, V". *44F 77, —7— ATI, q �,r,/"- /', , ," —. 6,3 7-777- '177%, 4 '.1A 2"N� U?0R PLAN Grid #of Areas Area Size Area Width Area Height, Ignore Comments (sq.ft ft ft :Area Color 1 15 2037.36 58.29 34.95 Black 2 4 1426.09 55.35 25.77 Black Provided by:BDA Systems Co Page 10 of 12 BDAMSYSTEMS CO. Floor: 2nd Floor Channel: 25 Southold FD Critical Points Critical DL DL UL UL - UL Resul .DL Comment Point Power DAQ Power DAQ Tested t Loss dBm dBm d8 1 -56.61 Pass 2 -55.52 Pass 3 -37.45 Pass 4 -73.58 Pass Area Points Grid Area ' DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss' dBm) (dBm) (dB 1 1 -66.27 Pass 1 2 -60.06 Pass 1 3 -61.35 Pass 1 4 -58.30 Pass 1 5 -63.29 Pass 1 6 -65.52 Pass 1 7 -62.21 Pass 1 8 -61.26 Pass 1 9 1 -60.03 Pass 1 10 -68.44 Pass 1 11 -63.93 Pass 1 12 -66.89 Pass 1 13 -71.17 Pass 1 14 -63.60 Pass 1 15 1 -71.54 Pass 2 1 -63.09 Pass 2 2 -60.87 Pass 2 3 -65.38 Pass 2 4 -71.33 Pass Provided by:BDA Systems Co Page 11 of 12 BDAMSYSTEMS CO. END Provided by:BDA Systems Co Page 12,of 12 LIZARID-OS TRANSMITTAL E 0 V .E Date: June 10, 2024 JUN 1 1 2024 nO To: Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Building Department Town of Southold Attention: Plans Examiner From: Riza Susel, PE, FPE Copy to: Delivery: FedEx Priority Overnight We are transmitting herewith the • • Reference: BDA Peer Review and Stamp North Fork Storage Cutchogue tko N C CC �_ '� Lizardos Project No: 11234 C C p` a.r cCL 0 o. Drawing Shop Dwg U f-' a W Qty.. Number Description Action x 3 BDA Permit Drawings S&S Shop Drawing Action Codes: A—No Exceptions Taken B'—Make Corrections Noted C—Amend and Resubmit D—Rejected-Resubmit P: (855) 756-0225 A: 7765 SW 87th Ave Ste 102 Miami FL 33173 BDA' E: ermits bdas stemsco.com p C«� Y S Y STEM S C b. W:www.BDASystemsCo.com Date: 06/10/24 Project: North Fork Self Storage g SUN 1 1 2024 Address: 65 Commerce Dr, Cutchogue, NY 11935 Attention: �o9td�6' of Southold$ SCOPE OF WORK BDA: PROVIDE RADIO COVERAGE ABOVE THE MINIMUM LEVELS FOR FIRE DEPARTMENTS IN THE AREA REQUESTED BY THE AHJ. THIS WILL BE DONE BY THE INSTALLATION OF THE 1 BDA. THE SIGNAL WILL BE DISTRIBUTED THROUGHOUT THE BUILDING INTO THE DISTRIBUTION ANTENNAS BY PLENUM CABLES. SYSTEM CABLING WILL BE INSTALLED SECURED TO CEILING OR WALL AND SPLITTERS IN PUBLIC BOXES. UPON FINAL INSPECTION. ANTENNAS SHALL NOT BE RELOCATED OR REMOVED Please attach this permit to Building Permit Number 47632. - F Samantha Young Engineering Department BDA Systems Co 321-441-5595 samantha.young@bdasystemsco.com r`- P: (855) 756-0225 l�^� A: 7765 SW 87th Ave Ste 102 Miami FL 33173 BDA _�, �24 E: ermits@bdas stemsco.com SYSTEMS C JUN 2 W:www.BDASystemsCo.com O.. 1,, gg Y.r.Y14. yy q ( f�Jy � Cu•' Date: 06/10/24 Project: North Fork Self Storage Address: 65 Commerce Dr, Cutchogue, NY 11935 Attention: SCOPE OF WORK BDA: PROVIDE RADIO COVERAGE ABOVE THE MINIMUM LEVELS FOR FIRE DEPARTMENTS IN THE AREA REQUESTED BY THE AHJ. THIS WILL BE DONE BY THE INSTALLATION OF THE 1 BDA. THE SIGNAL WILL BE DISTRIBUTED THROUGHOUT THE BUILDING INTO THE DISTRIBUTION ANTENNAS BY PLENUM CABLES. SYSTEM CABLING WILL BE INSTALLED SECURED TO CEILING OR WALL AND SPLITTERS IN PUBLIC BOXES. UPON FINAL INSPECTION. ANTENNAS SHALL NOT BE RELOCATED OR REMOVED Please attach this permit to Building Permit Number 47632. Samantha Young Engineering Department BDA Systems Co 321-441-5595 samantha.young@bdasystemsco.com } (� P: (855) 156-0225 1 A:7765 SW 87th Ave Ste 102 Miami FL 33173 BDA t 1�, E: ermits@bdas stemsco.com 1 t 2024 W:www.BDASystemsCo.com SYSTEMS CO. Date: 06/10/24 Project: North Fork Self Storage Address: 65 Commerce Dr, Cutchogue, NY 11935 Attention: SCOPE OF WORK BDA: PROVIDE RADIO COVERAGE ABOVE THE MINIMUM LEVELS FOR FIRE DEPARTMENTS IN THE AREA REQUESTED BY THE AHJ. THIS WILL BE DONE BY THE INSTALLATION OF THE 1 BDA. THE SIGNAL WILL BE DISTRIBUTED THROUGHOUT THE BUILDING INTO THE DISTRIBUTION ANTENNAS BY PLENUM CABLES. SYSTEM CABLING WILL BE INSTALLED SECURED TO CEILING OR WALL AND SPLITTERS IN PUBLIC BOXES. UPON FINAL INSPECTION. ANTENNAS SHALL NOT BE RELOCATED OR REMOVED Please attach this permit to Building Permit Number 47632. Samantha Young ;i` Engineering Department BDA Systems Co 321-441-5595 samantha.young@bdasystemsco.com LIZARDOS TRA N S M ITTAL Date: June 19, 2024 To: .Town Hall Annex.Bu,ilding 54375 Route 25 -JUIN 2 1 2024 P.O. Box 1179 Southold, NY..11.9711. • Building Department- . Tbwn.of Soutlibld Attention: Plans•Examiner From: Riza Susel, P.E. Copy to: Delivery: Federal Express Priority Overnight• We are transmitting herewith the • • Reference: lao H •l1� C C .� MA Lizardos Project No: 11234 , tko L u CL o 0 W Drawing Shop Dwg CL Qty., Number Description Action X 3- BDA Permit Drawings Signed &Sealed Shop Drawing Action Codes: A—No Exceptions Taken B—Make Corrections Noted C—Amend and Resubmit D—Rejected—Resubmit BDA * * Systems Co. 7765 SW 87th Ave Ste.102 Miami,FL 33173 VANIIIIIIIIIIN rENK M 0 M AV \ , PHONE:1(855)756-0225 N T F %,J tiu ` "STEM \ NS I& AV DIO S oF New y U B L 15 C SA F ET"yo 'w 1 'A" ct: 103626 ;' APPLICABLE .1 CODES INDEX SHEET PROJECT INFORMATION A�GFESS ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE SUBMITTAL DATE JURISDICTION (AHJ) TOWN OF SOUTHOLD FOLLOWING CODES, STANDARDS & SUPPLEMENTS. THE MOST STRINGENT CODE WILL APPLY COUNTY SUFFOLK COUNTY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS SHEET DATE SHEET NUMBER SEC/BLOCK/LOT # 96.-1-1.3 CODES IN EFFECT AT THE TIME OF THIS PLAN SUBMISSION: THE CONFIDENTIAL 1 NEB YO E R N O CO 2 COVE SHEET DAS.01 AINED ADDRESS 65 COMMERCE DRIVE CUTCHOGUE, NY 11935 HEREIN MAYN TBEUS USED HEREIN MAY NOT BE USED OR R REPRODUCED IN ANY WAY MANNER WIiNOUT WRITTEN PERMISSION OF e CONTRACTOR BDA SYSTEM CO. NFPA 72, 2016 EDITION NOTES DAS.02 • NFPA 1221, 2016 EDITION LBR & LMM BDA SYSTEMS CO DAS.03 APPLICANT: m ° • NFPA 70 / NEC (2017) - NATIONAL ELECTRICAL CODE CONDUIT DETAILS-1 DAS.04 ADDRESS: 7765 SW 87TH AVE #102, MIAMI, FL 33173 • NFPA 780 STANDARD FOR LIGHTING PROTECTION SYSTEM ANTENNA DETAILS DAS.05 CONTACT: SAMANTHA YOUNG NFPA 720, 2020 EDITION BDA ROOM AND CONDUIT DAS.06 PHONE: 321-441-5595 CABLES USED IN THIS DESIGN ARE PLENUM RATED EXPECT FOR THE DONOR FIRESTOP, GROUNDING DAS.07 EMAIL: PERMITS BDASYSTEMSCO.COM E ALL COAX C� � N ANTENNA CABLE ON THE ROOF 1HR FIRE RATED DETAIL DAS.08 PROPERTY OWNER u N Z 2 SYSTEM DETAIL RISER DAS.09 PROPERTY OWNER NAME: NORTH FORK STORAGE LLC C/O POST � h�'.CC- f'�)�LI�- SAFETY / T MANAGEMENT W 1ST FLOOR PLAN DAS.10 OWNER ADDRESS: 204 W 84TH ST FL 3 NEW PORK, NY 10024 W 1ST FLOOR HEAT MAP DAS.11 rNICEr___ f 2ND FLOOR PLAN DAS.12 - :. E-Y'?iai RA�iL GP,Ei l EL F'LP. r 1ri:�G _ - - 2ND FLOOR HEAT MAP DAS 13 - . P �57f1 N. W.P11'� 12TH STD..._..T - - - -_ -� E� COiAL. FL 33172 !:_ , _ . , _r RAUL GADRIC� PLA ROOF PLAN DAS.14 co r . C855, 7��-n??� a CERTIFICA'IOf, KUVBER ` EQUIPMENT SPEC SHEETS DAS.15 Hello, -- EQUIPMENT SPEC SHEETS DAS.16 z Southold PD 155,850 and input 158.895 1 believe their radio tower is located at their headquarters in Peconi(�, - Cutchogue FD 453.5500 and input is 458_.5500. Than plus the county 700-800 trucking system. ` #PG00061851 Below is what I had received by one of the sergeants from PD, town wide paging is a base station use only to page and for the local dispatcher to acknowledge. < z cn w This is what I have for FD UHF frequencies : �; O U _ f Cz z Tag Receive Transmit O Town Paging 454.1250 RX ONLY 1— Orient F-D 460.2625 465.2625 Q East MC-trion FD 453.5750 458.5750 Greenport FD 453.6625 458.6625 '4.. w In LU M Southold FD 450.0875 465.0875 Vz Cutchoclue FD 453.5500 458.5500 Q — oo ; Mattituck FD 453.5125 458.5125 �' U LU - SCOPEQFWO► RK CC W ; = w > O � � © LOCATION MAP O 00 U U cl- z In u BDA: PROVIDE RADIO COVERAGE ABOVE THE MINIMUM LEVELS FOR FIRE DEPARTMENTS IN THE AREA REQUESTED BYTHE AHJ. THIS WILL BE DONE BYTHE INSTALLATION OF THE 1 BDA. THE SIGNAL WILL BE DISTRIBUTED DRAOBY. DA06.05.24 THROUGHOUTTHE BUILDING INTO THE DISTRIBUTION ANTENNAS BY PLENUM CABLES. SYSTEM CABLING WILL BE INSTALLED SECURED TO CEILING OR WALL AND SPUTTERS IN PUBLIC BOXES. DESIGNED BY: DATE: io APPROVED BY: DATE: ' PROJECT NUMBER: UPON FINAL INSPECTION. ANTENNAS SHALL NOT BE RELOCATED OR REMOVED SHEET TIRE: COVER SHEET SHEET NUMBER: DAS.01 SCOPE OF WORM BDA: PROVIDE RADIO COVERAGE ABOVE THE MINIMUM LEVELS FOR FIRE DEPARTMENTS IN THE AREAS REQUESTED BY THE AHJ.THIS WILL BE DONE BY THE INSTALLATION OF GENERAL NOTES: 1 BDA.THE SIGNAL WILL BE DISTRIBUTED.THROUGHOUT THE BUILDING INTO THE DISTRIBUTION ANTENNAS BY PLENUM CABLES. SYSTEM CABLING WILL BE INSTALLED B D, A 0 SECURED TO CEILING OR INALLS AND SPUTTERS IN JUNCTION BOXES. Systems Co. CODES IN EFFECT AT TIME: OF THIS PLAN SUBMISSION 1. THE PURPOSE OF THIS DOCUMENT IS TO PROVIDE THE REQUIRED STEPS FOR A COMPLETE INSTALLATION OF A DISTRIBUTED ANTENNA SYSTEM OPERATING ON THE 7765 SW 87th Ave Ste.102 Miami,FL 33173 LOCAL AHJ PUBLIC SAFETY FREQUENCIES. CONTRACTOR SHALL SUPERVISE AND COORDINATE AL WORK TO THE BEST OF HIS ABILITIES AND SKILLS. CONTRACTOR IS PHONE:1(855)75"225 CO E T S SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS,TECHNIQUES, PROCEDURES,SEQUENCING AND COORDINATION OF THE WORK. LNFPA 72, 20]L6 EDITIONPA 1221, 2016 EDITION2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING CODES, STANDARDS AND SUPPLEMENTS.THE MOST STRINGENT FPA 70/NEC(2017) - NATIONAL ELECTRICAL CODE CODE WILL APPLY IN RESPECT TO DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. FPA 780 STANDARD FOR LIGHTNING PROTECTION SYSTEMS. AISC-AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS IEEE- INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS FPA 720, 2020 EDITION NEC- NATIONAL ELECTRIC DOE V SI E D T THE DONOR ANTENNA CABLES ON THE ROOF. NEMA- NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION P'�F-�. NEW y0�, UL- UNDERWRITERS LABORATORIES C� tia NSPC-NATIONAL STANDARD PLUMBING CODE GENERAL NOTES IMC- INTERNATIONALMECHANICALCODE 1. DONOR ANTENNA MAST TO BE GROUNDED TO 6 AWG CONDUCTOR. IF SUITABLE GROUNDING BAR MUST BE PROVIDED BY ELECTRICAL CONTRACTOR. NFPA- NATIONAL FIRE PROTECTION ASSOCIATION 2. THE BDA ENCLOSURE WILL BE LABELED AS INDICATED BELOW:SERVICED BY:VENDOR NAME AND CONTACT CIRCUIT BREAKER: PANEL LOCATION AND# OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 103626 3. BATTERIES NEED TO HAVE MANUFACTURER AND INSTALLATION DATE SPECIFIED. ANSI/TIA-TELECOMMUNICATIONS INDUSTRY ASSOCIATION 222-G STANDARD �?OFESS���P 4. ALL NEMA 4/4X BOXES WILL BE IN FIRE ENGINE RED WITH A LOCKING MECHANISM. BOXES SHALL BE PENETRATED FROM UNDERNEATH. 3. ENGINEERED DRAWINGS SHOW AREAS OF WORK THAT MUST BE ACCOMPLISHED. INCIDENTAL WORK MAY ALSO BE REQUIRED IN AREAS NOT SHOWN IN DRAWINGS 5. CIRCUIT TO THE BDA SYSTEM WILL HAVE A DEDICATED CIRCUIT AND NO OTHER SERVICES WILL USE THE SAME THE CIRCUIT. DUE TO UNFORESEEN CHANGES. WORK MUST BE PERFORMED WITH NO ADDITIONAL COST TO THE OWNER. 6. ANY BDA WILL PLUG INTO A SINGLE NEMA TWIST-LOCK/OUTLET PLUG. 4. DO NOT SCALE DRAWINGS. 7. THE CIRCUIT PANEL WILL BE LABELED ON THE BDA CABINET. S. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ACCEPTABLE SO LONG AS THEY DO NOT HINDER THE OVERALL PERFORMANCE OF THE SYSTEM. OWNER MUST 8. THE ELECTRIC PANEL ID WILL BE LABELED IN THE BDA CABINET. APPROVE ALL CHANGES PRIOR TO IMPLEMENTATION. 9. THE CIRCUIT WITHIN THAT PANEL WILL BE IDENTIFIED AT THE BDA CABINET. 6. CONTRACTOR IS TO COMPLY WITH ALL APPLICABLE NOTES IN ALL RESPECTS. CONFIDENTIAL 7. ALL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENT TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. THE INFORMATION CONTAINED 10. THE CIRCUIT WILL BE LABELED IN RED 'BDA' IN THE ELECTRIC PANEL. HEREIN MAY NOT BE USED OR 11. THE CIRCUIT WILL HAVE LOCK,WITH A SET SCREW OR PADLOCK,THE USE OF AN ALARM CIRCUIT LOOKOUT IS ALLOWED, FOR THE CIRCUIT PROTECTING THE BDA. S. THE USE OF TRUE NORTH ON THE DRAWINGS IS MEANT TO IDENTIFY BEARINGS AT THE SITE.ANY DISCREPANCY MUST BE MADE KNOWN TO THE ENGINEER TO CORRECT REPRODUCED IN ANY WAY MANNER 12. THE DEDICATED PANEL WILL NOT HINDER SIGNALS TO THE FACP UPON MALFUNCTION. AND CONFIRM DESIGN BY THE CONTRACTOR. WITHOUT WRITTEN PERMISSION OF BDA SYSTEM CO. 13. BATTERIES ARE TO E3E MARKED WITH DATE OF MANUFACTURING AND DATE OF INSTALLATION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND REGULATIONS,SUCH AS OSHA COMPLIANCE, DURING THE PROGRESS OF WORK. ENGINEER IS NOT 14. CABLE SPECS ONLY PLENUM RATED CABLE SHALL BE USED TO CONNECT ANTENNAS TO THE SYSTEM. RESPONSIBLE FOR THE SAFETY AND WELL BEING OF ANY PERSONNEL RELATED TO THE WORK. m ° 15. FIRE COMMAND ROOM OR AN APPROVED LOCATION WILL BE USED TO PLACE BDA, MUST BE MINIMUM ONE HOUR RATED ROOM. 10. CONTRACTOR AGREES TO INDEMNIFY AND HOLD THE DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 11. CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY OF THE SECURITY OF THE SITE UNTIL COMPLETION OF CONSTRUCTION IN REGARDS TO THE SYSTEM. DESIGN SUMMARY 12. CONTRACTOR IS RESPONSIBLE FOR PULLING THE BUILDING PERMIT WITH THE LOCAL JURISDICTION PRIOR TO WORK BEGINNING. 1. THE DONOR ANTENNA AZIMUTH MUST BE DEFINED BY THE AHJ. 13. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES, BOND AND INSURANCES. W N 2. THE REPEATER, BATTERY BACKUP, DEDICATED ANNUNCIATOR AND FACP WILL BE THE REPEATER, BATTERY BACKUP, DEDICATED ANNUNCIATOR AND FACP WILL BE 14. ALL MATERIALS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. � LOCATED WITHIN ONE HOUR RATED ROOM. 15. DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY CHANGES OR MISREPRESENTATION BY A MANUFACTURER ON THE SPEC SHEETS. o 0 3. BDA IS COMPATIBLE:WITH THE P25 DIGITAL SYSTEM. 16. ALL EQUIPMENT SHALL BE INSTALLED LEVEL AND PLUMB. 4. CABLES FOR THE DISTRIBUTION ANTENNAS WILL HAVE LEVEL 01 PATHWAY SURVIVABILITY. 17. BY SUBMITTING A BID FOR WORK ON THIS PROJECT CONTRACTOR ACKNOWLEDGES A FULL UNDERSTANDING OF THE CONSTRUCTION DOCUMENTS,VISITED THE SITE o 5. ALL SPUTTERS WILL,BE WITHIN JUNCTION BOXES. AND IS FAMILIAR WITH THE CONDITIONS AND EXPECTATIONS OF THE WORK TO BE PERFORMED. NO PLEA OF IGNORANCE WILL BE ACCEPTED WILL BE ALLOWABLE o 0 6. AS PER NFPA 1221: 9.6.12,ALL COMPONENTS OF THE SYSTEM HAVE AT LEAST TWO INDEPENDENT AND RELIABLE POWER SOURCES COMPLIANT TO 9.6.12.1 (DEDICATED REGARDING EXISTING CONDITIONS. u BRANCH CIRCUIT)AND 9.6.12.2 (BATTERY BACKUP WITH AT LEAST 12-HOUR OF 100 PERCENT SYSTEM OPERATION ON CAPACITY). 18. CONTRACTOR IS REQUIRED TO VERIFY MEASUREMENTS AND DESIGN IN ACCORDANCE WITH ENGINEERED DRAWINGS PRIOR TO ORDERING MATERIALS. ANY 7. MONITORING OF THE INTEGRITY OF THE CIRCUITS SHALL BE COMPLIANT WITH NFPA 72, 10.6.9 (MONITORING AND INTEGRITY OF POWER SUPPLIES )AND NFPA: 1121: DISCREPANCY BETWEEN ACTUAL SITE AND ENGINEERED DRAWINGS MUST BE MADE KNOWN TO THE DESIGN ENGINEER PRIOR TO WORK COMMENCEMENT. NO EXTRA ui 9.6.13 WITH THE REQUIRED AUTOMATIC SUPERVISORY SIGNALS FOR MALFUNCTIONS OF THE SYSTEM THAT ARE ANNUNCIATED BY THE FIRE ALARM SYSTEM IN COMPENSATION SHALL BE ALLOWED DUE TO THE DISCREPANCY BETWEEN DESIGN AND ACTUAL SITE. ` ACCORDANCE WITH NFPA 72 2019. 19. CONTRACTOR SHALL MAKE AN EFFORT TO MATCH ALL MATERIALS WITH APPEARANCE TO BUILDING STRUCTURE IN A MANNER ACCEPTABLE WITH OWNER. IF PAINTING 8. AS PER NFPA 9.6.10.2 SYSTEM UPGRADE ABLE TO ALLOW FOR INSTANCES WHERE THE JURISDICTION CHANGES OR ADDS SYSTEM FREQUENCIES TO MAINTAIN RADIO OF MATERIALS INSTALLED IS CONTRACTED, PAINT MUST NOT BE METALLIC. SYSTEM COVERAGE AS IT WAS ORIGINALLY DESIGNED. 20. IN THE EVENT OF DAMAGE TO AN EXISTING STRUCTURE, CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE REPLACEMENTS AND/OR REPAIRS TO THE DAMAGED 9. ALL SYSTEM ANTENNAS WILL BE CAPABLE OF TRANSMIT& RECEIVE OF FIRE FREQUENCIES. AREA.ALL EXPENSES SHALL BE PAID BY THE GENERAL CONTRACTOR SELECTED FOR THE PROJECT. 10. CABLING MUST NOT EXCEED MANUFACTURED SPECIFIED BEND RADIUS. SYSTEM MONITORING 21. CONTRACTOR SHALL NOTIFY OWNER OF CONSTRUCTION START DATE WELL IN ADVANCE OF ACTUAL COMMENCEMENT. cq a 00 11. ALL EQUIPMENT WILL BE PROPERLY GROUNDED PER SPEC, o 22. CONTRACTOR WILL MAINTAIN SITE CLEAN IN REGARDS TO ALL WORK PERFORMED BY THE CONSTRUCTION FOR THIS SYSTEM. DEBRIS WILL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH EPA STANDARDS. SYSTEM MONITORING 23. CONTRACTOR SHALL INSTALL ALL REQUIRED MATERIALS FOR A SUCCESSFUL INSTALLATION OF THE REPEATER SYSTEM UNLESS OTHERWISE EXCLUDED IN A WRITTEN z ., CONTRACT OR IF IT IS PROVIDED BY OTHERS. ANNUNCIATOR MAIN 24. OWNER AND ENGINEER RESERVE THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH IN THEIR OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT 1. SYSTEM MONITORING FIRE ALARM SYSTEM THE PUBLIC SAFETY RADIO COMMUNICATIONS ENHANCEMENT SYSTEM SHALL INCLUDE AUTOMATIC SUPERVISORY AND BDA LOSS PANEL PANEL DOCUMENTS. OF NORMAL ALARM BDA LOSS OF SUPERVISORY SIGNALS FOR MALFUNCTIONS OF THE SIGNAL BOOSTER(S) AND POWER SUPPLY(IES)THAT ARE ANNUNCIATED BY THE FIRE ALARM SYSTEM AND COMPLY AC POWER LOSS OF NORMAL 25. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT LOCATION OF UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. AC WITH THE FOLLOWING:SYSTEM AND SIGNAL BOOSTER SUPERVISORY SIGNALS SHALL NORMAL POWER 26. ALL SITE WORK IS TO BE COORDINATED BY THE CONTRACTOR WITH LOCAL GAS, ELECTRICAL,TELEPHONE AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION INCLUDE: ANNUNCIATOR MAIN PANEL OVER THIS LOCATION. BDA BATTERY PANELALARM(1) BDA- DONOR ANTENNA MALFUNCTION BATTERY 27. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS BUILT DRAWINGS TO THE OWNER/CARRIER'S PROJECT ENGINEER. CHARGER BATTERY FAILURE CHARGER CHARGER '"" (2) BDA-ACTIVE RF EMITTING DEVICE MALFUNCTION FAILURE FAILURE 28. ALL CONCRETE AND MASONRY PENETRATIONS SHALL BE DONE USING ROTARY ACTION ONLY.X-RAYS ARE TO BE TAKEN PRIOR TO DRILLING. #PG00061851 (3) POWER SUPPLY SUPERVISORY SIGNALS SHALL INCLUDE THE FOLLOWING FOR EACH SIGNAL BOOSTER: 29. CONTRACTOR MUST RECEIVE APPROVAL PRIOR TO DRILLING OR CUTTING ANY WALLS, BEAMS OR JOISTS. (A) BDA- LOSS OF: NORMAL AC POWER BDA LOW ANNUNCIATOR MAIN PANEL 30. ALL PENETRATIONS MUST BE SEALED WATER TIGHT AND FIREPROOFED. (B) BDA- BATTERY CHARGER FAILURE BATTERY PANELau►RM LOW BATTERY 31. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS AND ORDINANCES OF ALL AHJ'S AND LATEST EDITIONS OF ALL CODES AND STANDARDS.THE MOST LOW BATTERY CAPACITY CAPACffY (C) BDA- LOW-BATTERY CAPACITY,ALARMING AT 70 PERCENT OF BATTERY CAPACITY CAPACITY STRINGENT CODE WILL APPLY IN CASE OF DISCREPANCY. (D) BDA-SYSTEM COMPONENT MALFUNCTION 32. CONTRACTOR SHALL SECURE ALL REQUIRED ELECTRICAL PERMITS AND PAY ASSOCIATED FEES. (E) BDA-DONOR ANTENNA DISCONNECTION ANNUNCIATOR MAIN PANEL 33. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGE, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. BDA DONOR PANEL ALARM DONOR 34. ALL BROCHURES OPERATION MANUALS CATALOGS SHOP DRAWINGS ETC. SHALL BE TURNED OVER TO CARRIER AT THE COMPLETION OF THE 2. FIRE ALARM SYSTEM WILL BE INSTALLED BY A FIRE ALARM COMPANY IN IN A SEPARATE PERMIT.THE LOCATION OF THE FIRE ALARM CONTROL PANEL(FACP) IS THE ANTENNA DONOR ANTENNA ' MALFUNCTION ANTENNA MALFUNCTION 35 GUARANTEE/WARRANTY: INSTALLATION TO BE FREE OF DEFECTS SHORTS GROUNDS FIRE COMMAND CENTER.THE DEDICATED PANEL WILL BE PLACED IN THE GROUND FLOOR FIRE ALARM RISER ROOM. DEDICATED PANEL SHALL BE CONNECTED TO THE MALFUNCTION. . ETC., FOR A PERIOD OF ONE YEAR. MAIN FACP TO PROVIDE AUTOMATIC SUPERVISORY AND SUPERVISORY SIGNAL ANNUNCIATION IN THE FACP IN ACCORDANCE WITH NFPA 2019 36. CONTRACTOR WILL COORDINATE WITH ALL OTHER TRADES AS REQUIRED. ANNUNCIATOR 37. CONTRACTOR WILL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION BY THE OWNER. (1221:9.6.13 EDITION) MAIN PANEL BDA ACTIVE PANELALARM ACTIVE RF 38. ANY DISCREPANCY IN THE DESIGN MUST BE MADE KNOWN TO THE ENGINEER IMMEDIATELY. 3. A DEDICATED MONITORING PANEL SHALL BE PROVIDED WITHIN THE EMERGENCY COMMAND CENTER TO RF DEVICE ACTIVE RF DEVICE MALFUNCTION DEVICE MALFUNCTION 39. CONTRACTOR WILL PAY ALL ASSOCIATED FEES RELATED TO INSPECTIONS. ANNUNCIATE THE STATUS OF ALL SIGNAL BOOSTER LOCATIONS. THE MONITORING PANEL SHALL PROVIDE MALFUNCTION VISUAL AND LABELED INDICATION OF THE FOLLOWING FOR EACH SIGNAL BOOSTER: 40. CONTRACTOR WILL MAKE EVERY EFFORT TO SUCCESSFULLY PASS INSPECTIONS BY PROVIDING ALL REQUIRED DOCUMENTATION TO INSPECTOR AS REQUIRED. ANNUNCIATOR CONTRACTOR OR REPRESENTATIVE WILL BE ON-SITE DURING INSPECTION. (1) BDA-LOSS OF NORMAL AC POWER BDA SYSTEM PANELALARM MAIN PANEL COMPONENT SYSTEM SYSTEM 41. ALL INDOOR HANGARS, SUPPORTS, FASTENERS SHALL BE ZINC COATED OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT. OUTDOOR USE SHALL BE HOT DIP (2) BDA-BATTER)(CHARGER FAILURE COMPONENT MALFUNCTION COMPONENT MALFUNCTION GALVANIZED. (3) BDA-LOW-BATTERY CAPACITY(70% DEPLETION) MALFUNCTION N 42. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES, PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50 AND BE z (4) BDA-DONOR ANTENNA MALFUNCTION ANNUNCIATOR M RATED NEMA 1 (OR BETTER) INDOORS AND NEMA 3R OR BETTER OUTDOORS. O (5) ACTIVE RF EMITTING DEVICE MALFUNCTION BOA DONOR PAN DONOR ELALARM EL ANTENNA BDADONOR DONOR 43. PROVIDE APPROPRIATE WEATHER PROOFING MATERIALS FOR PENETRATIONS NEEDED TO BE SEALED FROM WATER INTRUSION. 6 BDA-SYSTEM COMPONENT MALFUNCTION CONNECTION ANTENNA ANTENNA ( ) CONNECTION CONNECTION 44. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE OF EXISTING E" (7) BDA- DONOR ANTENNA DISCONNECTION CONSTRUCTION. FREQUENCIES 45. ALL TIE WRAPS SHALL BE CUT FLUSH. 46. ALL ELECTRICAL SERVICE TO EQUIPMENT MUST BE GROUNDED AT THE SERVICE DISCONNECTING MEANS IN ACCORDANCE WITH LOCAL CODE. 1. 150MHz-450MHz CAPABLE TOWN CF SOUTHOLD PUBLIC SAFETY 47. PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. J ,n 2. DONOR ANTENNA WILL BE POINTED TO COORDINATES REQUESTED BY THE AHJ. 48. ALL CONDUIT BENDS SHALL BE MINIMUM OF 24 INCH RADIUS. ��., < > rn 3. AS PER NEW YORK GUIDELINES, COMPLIANCE LEVELS ARE: -95 DBM COVERAGE THROUGHOUT GENERAL AREAS.-95 DBM COVERAGE IN 100%OF CRITICAL AREAS 49. ALL METALLIC RACEWAYS SHALL BE GROUNDED PER NEC. L.t_ u r-I (ELEVATOR SHAFTS,, GENERATOR ROOMS, FIRE PUMP ROOMS, MECHANICAL ROOMS, ELEVATOR ROOMS,STAIR ENCLOSURES, UNDERGROUND GARAGES, 50. ALL CONDUIT USED MUST BE ELECTRICAL METALLIC TUBING (EMT) OR RIGID. 0 O Lu UNDERGROUND ROOMS, FIRE COMMAND CENTERS, CORRIDORS AND OTHERS DEFINED BY THE AHJ 51. ALL CONDUIT MUST INCLUDE PULL STRINGS WITH A 200LB CAPACITY. W W = Cr W 52. ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED PLASTIC LABELS INCLUDING VOLTAGE RATING, PHASE CONFIGURATION, WIRE L CL SEQUENCE OF: OPERATIONS 53 CONFIGURATION, POWER OR CAPACITY RATING AND BRANCH CIRCUIT ID NUMBERS. CL 2 p 1. BDA LOSS OF NORMAL AC POWER SHALL BE SUPERVISED AND A SUPERVISORY SHALL INDICATE AT THE ANNUNCIATOR AND MAIN FACP,WITH A MESSAGE AND/OR CONTRACTOR SHALL VERIFY THAT THE ENTIRE SYSTEM IS EFFECTIVELY GROUNDED, MEETS NEC ARTICLE 250 AND IS ACCEPTABLE BY THE AUTHORITY HAVING U Q O O u JURISDICTION. AMBER LIGHT INDICATING SUPERVISORY CONDITION IN RADIO ENHANCEMENT SYSTEM (ON BATTERY). 54. ALL GROUND CONNECTIONS SHALL BE THOROUGHLY CLEANED AND MADE FREE OF FOREIGN MATERIAL TO ENSURE ADEQUATE BOND. z tD u 2. BDA BATTERY CHARGER FAILURE SHALL BE SUPERVISED AND A SUPERVISORY SHALL INDICATE AT THE ANNUNCIATOR AND THE MAIN FACP, WITH A MESSAGE AND/OR 55. NO DEVIATIONS SHALL BE MADE TO ANY GROUNDING MATERIALS WITHOUT APPROVAL OF MANUFACTURER. DRAWN BY: DATE: AMBER LIGHT INDICATING SUPERVISORY CONDITION IN RADIO ENHANCEMENT SYSTEM (CHARGER FAILURE). 56. THIS ANTENNA SYSTEM IS DESIGNED TO COVER AREAS WHERE RADIO SIGNAL IS A MINIMUM OF-95dBm.ANY ARCHITECTURAL CHANGES TO THE BUILDING MAY AFFECT 10 06.05.24 3. BDA LOW BATTERY CAPACITY SHALL BE SUPERVISED AND A SUPERVISORY SHALL BDA LOW BATTERY CAPACITY SHALL BE SUPERVISED AND A SUPERVISORY SHALL THE RF ENVIRONMENT THUS IMPACTING THE OVERALL COVERAGE OF THE SYSTEM WITH REGARDS TO COMPLIANCE.THE CONTRACTOR OR PROJECT ENGINEER IS NOT DESIGNED BY: DATE: INDICATE AT THE ANNUNCIATOR AND THE MAIN FACP, WITH A MESSAGE AND/OR AMBER LIGHT INDICATING SUPERVISORY CONDITION IN RADIO ENHANCEMENT LIABLE FOR ANY DESIGN MODIFICATIONS REQUIRED TO THE CHANGES DESCRIBED. 10 SYSTEM (LOW BATTERY) 57. UPON FINAL INSPECTION, ANTENNAS SHALL NOT BE RELOCATED OR REMOVED. 4. BDA DONOR ANTENNA MALFUNCTION SHALL BE SUPERVISED AND SHALL INDICATE BDA DONOR ANTENNA MALFUNCTION SHALL BE SUPERVISED AND SHALL INDICATE 58. BDA SYSTEMS WILL NOT HAVE ANY OBLIGATION OR RESPONSIBILITY WHATSOEVER FOR OR ON ACCOUNT OF CONSEQUENTIAL OR INCIDENTAL DAMAGES SUSTAINED BY APPROVED BY: DATE: AT THE ANNUNCIATOR AND MAIN FACP, WITH A MESSAGE AND/OR AMBER LIGHT INDICATING SUPERVISORY CONDITION IN RADIO ENHANCEMENT SYSTEM (DONOR ANY PERSON, FIRM OR ORGANIZATION AS A RESULT OF MATERIALS, FABRICATION, ERECTION OR ANY INFORMATION OR CONCLUSIONS CONTAINED IN THESE ANTENNA MALFUNCTION). DRAWINGS, AND THE MAXIMUM LIABILITY OF DAS INSTALLERS, IF ANY, PURSUANT TO THESE DRAWINGS SHALL BE PROJECT NUMBER: S. BDA ACTIVE RF EMITTING DEVICE MALFUNCTION SHALL BE SUPERVISED AND A SUPERVISORY SHALL INDICATE AT THE ANNUNCIATOR AND THE MAIN FACP, WITH A LIMITED TO THE TOTAL FUNDS ACTUALLY RECEIVED BY DAS INSTALLERS FOR THE PREPARATION OF THESE DRAWINGS. MESSAGE AND/OR AMBER LIGHT INDICATING SUPERVISORY CONDITION IN RADIO ENHANCEMENT SYSTEM (ACTIVE RF EMITTING DEVICE MALFUNCTION). 59. PER NFPA-1221:9.6.3, 2019 EDITION - IF LIGHTING PROTECTION EXISTS FOR THE OCCUPANCY IT MUST MAINTAIN LIGHTNING PROTECTION FOR IT'S ENTIRETY. SHEETME: 6. BDA SYSTEM COMPONENT MALFUNCTION SHALL BE SUPERVISED AND A SUPERVISORY SHALL INDICATE AT THE ANNUNCIATOR AND THE MAIN FACP,WITH A MESSAGE 60. GENERAL RADIO OPERATOR LICENSE HOLDER ON PROJECT: FCC#PG00061851 SCOPE OF WORK AND/OR AMBER LIGHT INDICATING SUPERVISORY CONDITION IN RADIO ENHANCEMENT SYSTEM (SYSTEM COMPONENT MALFUNCTION). 7. BDA DONOR ANTENNA DISCONNECTION SHALL BE SUPERVISED AND A SUPERVISORY SHALL INDICATE AT THE ANNUNCIATOR AND THE MAIN FACP,WITH A MESSAGE SHEET NUMBER: AND/OR AMBER LIGHT INDICATING SUPERVISORY CONDITION IN RADIO ENHANCEMENT SYSTEM (DONOR ANTENNA DISCONNECTION). DAS.02 B 1 DA Systems Co. Equipment List Report 7765 SW 87th Ave Ste.102 Miami,FL 33173 PHONE:1(855)756-0225 Project name: UB4-N6087 1152 North Fork Self Storag Design company: Project creation date:5/14/2024 Designer: SYSTEM BATTERY STANDBY CALCULATION (BDA : +9 to +12VDC) �F NEW Y Nominal battery volathe for LiFePo =9.6VDC MODEL DESCRIPTION DC POWER LOSS Antenna Westell Ant-AY-136- Yagi Antenna VHF 136-174 MHz,7 dBi CS03-024- 1 ��P SUSF� O,P� enter 174/6.5-7.5-N(f 836 Antenna BDA Systems Co. BDA-UHF-1A Directional UHF Indoor/Outdoor Antenna - N/A N0. BDA below Model SAFE-1030A-2V-3U-BD SAFE-COM Wireless VHF BDA power consumption AMPS =cell E6/9.6 4.17 445-465 MHz-9dBi - N-Female " Antenna BDA Systems Co. BDA-LPO-4575 Low Profile In-Building Ceiling Mount N/A 11 J' 103626 40 BDA Watts Antenna,450-475 MHz N-Female- P/N: 'OFESS���P� Attenuator Advanced RF ADRF-ATN-10 Attenuator (N Female, -10dB) ADRF-ATN- 1 other other amperage 0.00 Technologies 10 draws Attenuator Advanced RF ADRF-ATN-05 Attenuator (N Female, -5dB) ADRF-ATN- 1 Technologies 10 TOTAL CURRENT DURING AC POWER LOSS SUM of total amps 4.17 Cable BDA Systems Co. BDA-RG18- Low Pim Jumper Cable- 1.5FT(18 inches) - N/A 5 NMNM-R 0.5 dB Loss N-t e 0 - 6000 MHz - Red Cable AirCell-Trilogy MR-AP6012J50- Metal Ra cewa y, 1/2", Red, Corrugated (6 N/A 797.81 feet CONFIDENTIAL THE INFORMATION CONTAINED TOT L Y EM RD GHz),Jacketed CMP, Conforms to NFPA- HEREIN MAY NOT BE USED OR 262, UL-444, Canadian CSA 22.2/FT6 REPRODUCED IN ANY WAY MANNER DESCRIPTION RE WITHOUT WRITTEN PERMISSION OF TOTALAMPS DURING AC POWER LOSS 4.17 Connector AirCell-Trilogy NMP01250 NType, MaIe Con nectorfor 1/2"AirCella N/A 40 BDA SYSTEM CO. Battery Duration Plenum & In-Conduit Cables, 50 Ohm o m X12 HOUR STANDBY (Amp-Hours) =E14*D13 100.00 24 Hours Repeater Safe-Com Wireless SAFE-1030 Large Size 18x18 (Type 3) -Safe-Corn N/A 1 BATTERY REQUIREMENTS (Amp- Hours) =D14 100.00 (Type 3) DASassure- Public Safety Distributed Antenna Systems Bidirectional Amplifier - VH/UHF/700/8001900 Fi rstNet Model SAFE-BBU-1000 BATTERY SUPPLIED (Amp-Hours) =E17/9.6 105.00 Splitter BDA Systems Co. BDA-PD2-0627 2-Way Splitter/Power Divider - 600-2700 N/A 3 1008 Watt-Hrs/9.6 Volts (nominal) = MHz - N-Female 1008 BBU Watt- Hours Splitter BDA Systems Co. BDA-DC10-0627 10 dB Directional Coupler N(F) Connectors N/A 5 z Excess Watt-Hours =D17-D15 5.00 (600-2700 MHz) - Low PIM E W Excess Capacity Percentage =21.25/78.75= =D18/D15 5.0% Splitter BDA Systems Co. BDA-DC06-0627 6 dB Directional Coupler -600-2700 MHz- N/A 2 cc Note: LiFePo4 batteries have a 9.6V nominal voltage N Connectors z O p EPO Etechnologies N/A Emergency Power Off Switch N/A 1 3 BATTERY CALCULATIONS EQUIPMENT LIST REPORT 1 2 N.T.'S N.T.S 00 00 o � o a Al Z " z Downlink Link Budget Report Project name: UB4-N6087 1152 North Fork Self Storage Design company: #PG00061851 Project creation date: 5/14/2024 Designer: i i i e 3 r' I I. gg c a s. x E G m is" ._. i 1 ,,. :,: ;' se` W-, (` .a ' �.c. .' .x Y:, a_. ' r }}�ffi'V' `' ` tt, ar t '3 a'g -� -'s..e •°`► '�:::e '�` �a- `at,,,. 're' a.,-sc „°" 5-.w i m _ - I 8'','• : .e_�, �'.. -�A � j,.Ja• �P ... '.. .A, ^ ��� "Q`, .r } � _ ,.. �''# 1�'f �d'=..' 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PROVIDE TILE BRIDGE AND ALL THREAD ROD TO SUPPORT J-BOX FROM ABOVE.JUNCTION BOX SHALL NOT BE SPORTED FROM CEILING GRID NEW SPUTTER/TAP NEW COAXIAL CABLE,TYP. BDA SYSTEM -- - - - ----COAX TYPE N Systems Co. CONNECTOR -COAX TYPE"N"CONNECTOR / 7765 SW 87th Ave Ste.102 SECURE ANTENNA TO ------COAX / - �����—��-���� T��»-�l— � Miami,FL 33173 JUNCTION BOX WITH PHONE:11855)756-0225 COAX TO NEXT ANTENNA. SLAB 10 PROVIDED PLASTIC NUT. / u �-� COAX FROM PREVIOUS CEILING TILE SHALL BE COAX FROM PREVIOUS ANTENNA NEW SPUTTER/TAP MECHANICALLY PROTECTED. ANTENNA. SANDWICHED BETWEEN WIRING,CONDUITS AND BOXES NEED TO /--NEW COAXIAL CABLE,TYP. 1 MECHANICALLY ANTENNA AND J-BOX. BE 1 T FROM ROOF DECK ANTENNA PIGTAIL. COAX TO NEXT ANTENNA COAX FROM PREVIOUS ANTENNA/RDU PROVIDE EXTENSION �pf NEW PROVIDE GROMMET FOR COAX JUMPER IF REQUIRED COMPRESSION '! yQ ENTRY INTO JUNCTION BOX. TO REACH GONNECTOR. _ CONNECTOR �-�'�P ��,A S USFY 'per DRILL HOLE IN CEILING TILE---------~ SECURE ANTENNA TO ACT/HARD CEILING TILE PROVIDE GROMMET FOR COAX JUNCTION BOX WITH ANTENNA PIGTAIL.PROVIDE EXTENSION JUMPER IF REQUIRED TO REACH CONNECTOR. ENTRY INTO JUNCTION BOX. PROVIDED PLASTIC NUT 1,_ � h w NEW OM141 ANTENNA W/THRU =- CEILING MOUNTING ACCESSORIE SECURE ANTENNA TO COAX TYPE"N"CONNECTOR NEW OMNI ANTENNA W/THRU SLAB -- NEW 18"X18"X4" 1 ' OR GREATER JUNCTION � 0 026 JUNCTION BOX WITH TO . MUST STRUCTURE.ACCESSIBLE.MOUNTED A�OFESS�O��� PROVIDED PLASTIC NUT ACT CEILING INSTALLATION - ANTENNA (END OF LINE) SLAB INSTALLATION - ANTENNA NEW OMNI ANTENNA W/THRU NEW 1671676"JUNCTION BOX WITH HINGED CEILING MOUNTING COVER. MOUNTED TO BUILDING STRUCTURE 1 OMNI ANTENNA MOUNTING DETAILS - ACT CEILING ACCESSORIES (3 OMNI ANTENNA MOUNTING DETAILS - IN SLAB EXPOSED CEILING INSTALLATION -ANTENNA NOTES: NOTES: 1. ANTENNA AND MOUNTING HARDWARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. CONFIDENTIAL 1. ANTENNA AND MOUNTING HARDWARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. OMNI ANTENNA MOUNTING DETAILS - EXPOSED CEILING 2. PROVIDE NEMA 3R RATED J-BOX AND CONDUIT TO ACCESSIBLE CEILING SPACE WHEN ANTENNA IS INSTALLED ON BUILDING EXTERIOR. 3 THE INFORMATION CONTAINED 2. PROVIDE NEMA 3R RATED J-BOX AND CONDUIT TO ACCESSIBLE CEILING SPACE WHEN ANTENNA IS INSTALLED ON BUILDING EXTERIOR. 3, SUPPORT ALL CONDUIT, EQUIPMENT,CABLES,AND JUNCTION BOXES IN ACCORDANCE WITH THE PROJECT SPECIFICATION, NEC CODE HEREIN MAY NOT BE USED OR REQUIREMENTS,AND BICSI STANDARDS. 3. SUPPORT ALL CONDUIT, EQUIPMENT, CABLES,AND JUNCTION BOXES IN ACCORDANCE WITH THE PROJECT SPECIFICATION, NEC CODE REPRODUCED IN ANY WAY MANNER BICSI STANDARDS. NOTES: 4. ALL SIZES AND DIMENSIONS GIVEN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCREASE SIZE AS REQUIRED TO WITHOUT WRITTEN PERMISSION OF REQUIREMENTS,AND FACILITATE EQUIPMENT,MIN BEND RADIUS,CONNECTORS, ETC TO MEET CODES AND STANDARDS. BDASYSTEM CO. 4. ALL SIZES AND DIMENSIONS GIVEN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCREASE SIZE AS REQUIRED TO FACILITATE EQUIPMENT, MIN BEND RADIUS,CONNECTORS, ETC TO MEET CODES AND STANDARDS. 1. ANTENNA AND MOUNTING HARDWARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 2. PROVIDE NEMA 3R RATED J-BOX AND CONDUIT TO ACCESSIBLE CEILING SPACE WHEN ANTENNA IS INSTALLED ON BUILDING EXTERIOR. m o 3. SUPPORT ALL CONDUIT, EQUIPMENT,CABLES,AND JUNCTION BOXES IN ACCORDANCE WITH THE PROJECT SPECIFICATION, NEC CODE REQUIREMENTS,AND BICSI STANDARDS. 4. ALL SIZES AND DIMENSIONS GIVEN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCREASE SIZE AS REQUIRED TO FACILITATE EQUIPMENT, MIN BEND RADIUS,CONNECTORS, ETC TO MEET CODES AND STANDARDS. CA SIDELu —�� / a WIRING,CONDUITS AND BOXES NEED TO NEW SPLITTER TAP (5 BE 1 2'FROM ROOF DECK o 9 COAX FROM PREVIOUS ANTENNA/RDU SIDE FRONT COAX TO NEXT ANTENNA o W Z 5 0 PROVIDE GROMMET FOR COAXow 3 ENTRY INTO JUNCTION BOX. 2.1 SH E ALL S E ALL W COAX TO NEXT ANTENNA - COAX FROM PREVIOUS ANTENNA/RDU THIRD OUTPUT WHEN 3-WAY COAX TYPE"N"CONNECTOR LL SPLITTER IS USED. SECURE ANTENNA TOJUNCTION BOX WITH i PROVIDE GROMMET FOR COAX ENTRY INTO JUNCTION BOX. NEW COAXIAL JUMPER CABLE,TYP. NEW 16"X16"X6"JUNCTION BOX WITH HINGED f COVER.MOUNTED TO BUILDING STRUCTURE COAX TYPE"N"CONNECTOR j j ! u W00 \ 5 PASSIVE ONLY DEVICE MOUNTING DETAIL ' z z li o NEW COAXIAL JUMPER CABLE,TYP. %I Z NOTES: O � _ O 1. EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 2. SUPPORT ALL CONDUIT, EQUIPMENT,CABLES,AND JUNCTION BOXES IN ACCORDANCE WITH THE PROJECT SPECIFICATION,NEC CODE REQUIREMENTS,AND BICSI STANDARDS. ANTENNA INTERFACE BOX 3. ALL SIZES AND DIMENSIONS GIVEN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCREASE SIZE AS REQUIRED TO i FACILITATE EQUIPMENT, MIN BEND RADIUS,CONNECTORS, ETC TO MEET CODES AND STANDARDS. - � i NEW 1671676"JUNCTION BOX WITH HINGED -- - COVER MOUNTED TO WALL OR DECK ABOVE ACCESSIBLE CEILING WITH SPLITTER/TAP #PG00061851 8"x8"x4"JUNCTION BOX MOUIJTED TO BACK OF CEILING TILE WITH HINGED COVER FACING UP. 18"X18"X4"JUNCTION BOX COAX TYPE"N"CONNECTOR i MOUNTED IN SLAB COAX FROM PREVIOUS ANTENNA PROVIDE TILE BRIDGE AND ALL.THREAD ROD TO \-314"MIN CONDUIT WITH COAX JUMPER CABLE TO MECHANICALLY PROTECTED. SUPPORT J-BOX FROM ABOVE.JUNCTION BOX ASSOCIATED ANTENNA(BELOW) SECURE ANTENNA TO SHALL NOT BE SPORTED FROM CEILING GRID SYSTEM JUNCTION BOX WITH PROVIDED PLASTIC NUT. CEILING TILE SHALL BE COLUMN INSTALLATION SECURE ANTENNA TO NEW COAXIAL JUMPER CABLE,TYP. SANDWICHED BETWEEN JUNCTION BOX WITH ANTENNA AND J-BOX, COMPRESSION 3 PANEL ANTENNA PROVIDED PLASTIC NUT. DRILL HOLE IN 7771 CONNECTOR (END OF LINE) COLUMN INSTALLATION CEILING TILE SHALL BE SANDWICHED BETWEEN SLAB SLAB 2 PANEL ANTENNA ANTENNA AND J-BOX. • -�-,�� 3/4"MIN CONDUIT WITH COAX JUMPER CABLE TO NEW OMNI ANTENNA W/THRU SLAB C ASSOCIATED ANTENNA INTERFACE BOX(ABOVE) DRILL HOLE IN CEILING TILE ACT/HARD CEILING TILE ACT CEILING INSTALLATION - ANTENNA(END OF LINE) NEW OMNI ANTENNA W/THRU J CEILING MOUNTING ACCESSORIES 4 OMNI ANTENNA MOUNTING DETAILS - SLAB z O < NOTES: ui 2 ACT C'E I L I N G INSTALLATION - ANTENNA 1. ANTENNA AND MOUNTING HARDWARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. < Q 2. PROVIDE NEMA 3R RATED J-BOX AND CONDUIT TO ACCESSIBLE CEILING SPACE WHEN ANTENNA IS INSTALLED ON BUILDING EXTERIOR. J - 3. SUPPORT ALL CONDUIT, EQUIPMENT,CABLES,AND JUNCTION BOXES IN ACCORDANCE WITH THE PROJECT SPECIFICATION, NEC CODE (D REQUIREMENTS,AND BICSI STANDARDS. 4. ALL SIZES AND DIMENSIONS GIVEN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCREASE SIZE AS REQUIRED TO t_, Z FACILITATE EQUIPMENT,MIN BEND RADIUS,CONNECTORS, ETC TO MEET CODES AND STANDARDS. -' zz � ujLn / NEW SPLITTER/TAP O Q WIRING,CONDUITS AND BOXES NEED TO BE 1 2 FROM ROOF DECKLLJ - - - - - - ANTENNA PIGTAIL.PROVIDE EXTENSION NEW COAX FROM PREVIOUS COAX FROM PREVIOUS 2 p JUMPER IF REQUIRED TO REACHANTENNA/BDU ANTENNA.MECHANICALLY r 2/7COAXIAL CABLE TO PROTECTED. O= CONNECTOR. NEXT ANTENNAS TO �+1 ; � I�.�,, � , CJ Z Q O U V � BE MECHANICALLY �� \• Ln SECURE ANTENNA TO ENTRY INTO JUNCTION BOX. PROTECTED j COMPRESSION U Q Lo U PROVIDE GROMMET FOR COAX JUNCTION BOX WITH LAB CONNECTOR DRAWN BY: DATE: PROVIDED PLASTIC NUT COAX TYPE"N"CONNECTOR - -- - �-- NEW OMNI'ANTENNA W/THRU THIRD OUTPUT WHEN 3-WAY� COAX TYPE N 10 06.Q5.24 CEILING MOUNTING SPLITTER IS USED. CONNECTOR DESIGNED BY: DATE: ACCESSORIES NEW 12"X12"X6"JUNCTION WITH HINGED COVER NEW COAXIAL JUMPER CABLE,TYP. 10 BOX MOUNTED TO BUILDING STRUCTURE APPROVED BY: DATE: 5 PASSIVE ONLY DEVICE MOUNTING DETAIL PROlECTNUMBER: 4 EXPOSED CEILING INSTALLATION - NOTES: SHEET ME: ANTENNA (END OF LINE) 1. EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. CONDUIT DETAILS 2. SUPPORT ALL CONDUIT,EQUIPMENT, CABLES,AND JUNCTION BOXES IN ACCORDANCE WITH THE PROJECT SPECIFICATION,NEC CODE SHEET NUMBER: REQUIREMENTS,AND BICSI STANDARDS. 3. ALL SIZES AND DIMENSIONS GIVEN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCREASE SIZE AS DAS.04 REQUIRED TO FACILITATE EQUIPMENT, MIN BEND RADIUS,CONNECTORS, ETC TO MEET CODES AND STANDARDS. TYPICAL FOR ALL DETAILS ANTENNA MAST MUST BE ' WEATHERHEAD WEATHERHEAD GROUNDED BY COOPER WIRE BDA * MINIMUM AWG 6 --WEATHERHEAD GENERAL SHEET NOTES Systems Co. 1. NOT ALL DETAILS LISTED ARE APPLICA13LE TO CONNECTION TO BE THIS PROJECT AND ARE FOR REFERENCE ONLY DIRECTIONAL PUBLIC SAFETY i WEATHERPROOF ; -J-POLE Miami,R331 3veSte.102 DONOR ANTENNA. PANEL TYPE. PHONE:1(855)756-0225 CONNECTION TO BE BEAM CLAMP i TO BE POINTED DIRECTLY AT WEATHERPROOF AHJ BROADCAST TOWER. CONNECTION TO BE +- WEATHERPROOF i Y UNITSTRUT STRAP F NEW 2"RIGID CONDUIT STUBBED— i �'La susf� 2"RIGID CONDUIT STUBBED UP 4'&GROUNDED �r UP 4'&GROUNDED 2"RIGID CONDUIT STUBBED----r * - UP 4'&GROUNDED - EXTERIOR ANTENNAS -- --- to j J-POLE BASE - --- � u UNITSTRUT STRAP _. -- -- MUST BE 30'APART �'r' TAPCON CONCRETE SCREWS O,o 103 Ivvv-�1 vvvvv Q i UNITSTRUT WITH SQUARE HEAD 1-1/4"W X 1-1/2"L _ �?o SS14� WITH WATERPROOF SILICONE a o UNITSTRUT STRAP L-BRACKET OR STRUCTURAL SYSTEM. \_._U-BOLT p FIELD VERIFY AND SUPPORT AS NEEDED. BOLT WEATHER PROOF �? \ ENCLOSURE �. --- — — 1 000 >o0.0 2"EMT MAST TIED TO BUILDING -- -'IV - `— STRUCTURE AT MINIMUM OF TWO POINTS THE INFORMATION HEREIN MAY NOT BE USED OR REPRODUCED IN ANY WAY MANNER i WITHOUT WRITTEN PERMISSION OF BDA SYSTEM CO. i 1 SIDE VIEW DETAIL 2 DONOR SIDE WALL DETAIL 3 DONOR DETAIL 4 DONOR J-POLE DETAIL m o a- I - --- - ----- - ---- — ----- - -- -- ---- - - - - - - -- - - -- -- ---- GENERAL --- i SHEET NOTES 1. NOT ALL DETAILS LISTED ARE APPLICABLE TO THIS PROJECT AND ARE FOR REFERENCE ONLY 2. FIELD VERIFY ALL LOCATIONS CEILING 1.25"TO 314"FLEX 1.25"EMT CONDUIT CEILING CONVERTOR 0 W -- -- ---. - ----.a - - - - ; -. Z e" COUPLING - --- I� FR uj M BDA SYSTEIiIf' TYPICAL e O OR DEVICE CEILING BEAM 1 1.25" EMT CONDUIT g 50 Ohm 1/2"PLENUM RED 1,25"EMT 1 SUPPORT CEILING JACKED CMP CABLE CONDUIT 8X8X4 8"X 8"X 4" I °` EMT-BOX a` EMT-BOX FROM BDA SYSTEM OR DEVICE OMNI-DIRECTIONAL ANTENNA O n �- 5A (74PL5W18 RED CEILING MOUNTED TA-0227-01 vi GAIN 4 dBi/700-2700 MHz axexa 1.25"EMT EMT BOX CONDUIT FROM BDA SYSTEM N-FEMALE/F-FEMALE CONNECTOR OR DEVICE TYPICAL TYPICAL a REFLECTIVE OMNI-DIRECTIONAL ANTENNA 50 Ohm 1/2"PLENUM CEILING 3/4" METAL FLEX oco CEILING MOUNTED TA-0227-01 RED JACKED CMP CONDUIT RACEWAY a CABLE GAIN 4 dBi/700-2700 MHz Z N-FEMALE/F-FEMALE CONNECTOR OMNI-DIRECTIONAL ANTENNA o CO cv o CEILING MOUNTED TA-0227-01 ;•• "" , 0 CD o I GAIN 4 dBi/700-2700 MHz N-FEMALE/F-FEMALE CONNECTOR f FINISHED FINISHED FINISHED FLOOR FLOOR FLOOR � I #PG00061851 5 TYPICAL CONDUIT LOCATION INSTALLATION 6 TYPICAL CONDUIT LOCATION INSTALLATION TYPICAL CONDUIT LOCATION INSTALLATION EXPOSED CEILING ANTENNA EXPOSED CEILING BEAM ANTENNA CEILING GRID ANTENNA I i I COUPLING/SPLITTER(dB) COUPLING (dB) COUPLINGISPLITTER(dB) 6.0/10115/20130 dBi N-FEMALE CONNECTORS 5.0I10/15I20/30 dBi 6.0/10/15/20/30 dBi CEILING 700-2700MHz 4-FEMALE CONNECTORS CEILING N-FEMALE CONNECTORS (00-2700 MHz 12X12X4 _ 1 2" — .- EMT BOX e e e 700.2700 MHz� c� `_ • .. < TO NEXT TYPICAL .J DEVICE 7 a CEILING BEAM CEILING 1.25" EMT CONDUIT Q " - 12X12X4 " TO NEXT FROM BDA SYSTEM OR DEVICE �.._ 1.25 EMT 1 1.25 EMT SUPPORT t—� CONDUIT CONDUIT —*- - — 50 Ohm 1/2"PLENUM RED W EMT BOX FROM BDA SYSTEM ,k_ 12` — DEVICE OR DEVICE JACKED CMP CABLE50 Ohm 1/2"PLENUMOMNI-DIRECTIONAL ANTENNARED JACKED CMP DEVICE — Z CEILING MOUNTED TA-0227-01CABLE 1.25"EMT 1.25"EMT 0GAIN 4 dBi!700-2700 MHz 12XI2xa ----__.._----_---—_-----. - - ----___. .---- — W m _ . CONDUIT EMTBOX CONDUIT FROM BDA SYSTEM TYPICAL j g X 8 X 4 EMT-BOX > N-FEMALEIF-FEMALE CONNECTOR TYPICAL O 17 OR DEVICE REFLECTIVE 3/4" METAL FLEX Q °C 50 Ohm 112"PLENUM (L V Z OMNI-DIRECTIONAL ANTENNA CEILING CONDUIT RACEWAY Z J RED JACKED CMP .__I Lu CEILING MOUNTED TA-0227-01 CABLE Lu GAIN 4 dBi/700-2700 MHz L13 Q �-- p N-FEMALE/F-FEMALE CONNECTOR ~ o C) OMNI-DIRECTIONAL ANTENNA Z � O U o �� CD - CEILING MOUNTED TA-0227-01 1 j Z o < — Ln CD { I GAIN 4 dBi /700-2700 MHz z LID " CD CD DRAWN BY: DATE: N-FEMALE/F-FEMALE CONNECTOR 10 06.05.24 DESIGNED BY: DATE: i FINISHED FINISHED FINISHED { FLOOR FLOOR FLOOR to APPROVED BY: DATE: i PROJECT NUMBER: i r — -- SHEET TITLE: ! TYPICAL CONDUIT LOCATION INSTALLATION WITH TYPICAL CONDUIT LOCATION INSTALLATION WITH COUPLING/SPLITTER TYPICAL CONDUIT LOCATION INSTALLATION WITH DONOR DETAIL r 8 10 COUPLING/SPLITTER CONNECTION EXPOSED CEILING ANTENNA 9 CONNECTION EXPOSED CEILING BEAM ANTENNA COUPLING/SPLITTER CONNECTION CEILING GRID ANTENNA SHEET DAS.05 VHF Antenna location: 41405 Main Road B DA 410 2' 23 .064" N Systems Co. Y 720 27' 23.0328" W 7765 SW 87th Ave Ste.102 Miami,FL 33173 PHONE:1(855)756-0225 1 J F1 C___A 17 xz VHFDONOR • ''Z Q lo e, OV NE 41k ANTENNA VHFDONOR LOCATION ANTENNA { ti IZS LOCATION 10 6 3/4" FLEXIBLE METAL CONDUIT J-HOOK SUPPORT W/1-BEAM J-HOOK SUPPORT WALL ��/t _ - _ Ass� STRAP CONNECTOR MOUNT APPLICATION WORK SITE LOCATION 7- TYPICAL RACEWAY DISTRIBUTION SUPPORT 0 C� %'T" 11 r,!-. I WORK SITE LOCATION NFPA 70 (NEC) 2020 CONFIDENTIAL THE INFORMATION CONTAINED ARTICLE 348 FLEXIBLE METAL CONDUIT: TYPE FVC HEREIN MAY NOT BE USED OR REPRODUCED IN ANY WAY MANNER 348.3C(A) SECURING AND SUPPORT WITHOUT WRITTEN PERMISSION OF BDA SYSTEM CO. FMC SHALL BE SECURELY FASTENED IN PLACE BY AN APPROVED VEANS WITHIN 300 MIA (12 IN.) OF EACH BOX N CABINET, CONTROL, OR OTHER CONDUIT TERMINATION AND SMALL BE SuPPOR----D A\D SECURFD AT INTERVALS NOT 'Z� 7 1.4 M (4 1/7 FT.). WHERE USED CART TIES SHALL BE LISTED AND IDENTIFIED FOR SFCURFMFNT AND TO FX'C--ED UHF Antenna location : , SI;OpCR,- T-E GENERA' RULE FOR SECURAG AND SUPPORTING FMC IS TO FASTEN IT WITHIN 12 INCHES OF THE BOX AND 260 New Suffo l k Road R i'� ` • 4 S=CUR= IT NO FURTHER THAN EVERY 4.5 FEE-. IF THE FVC IS I\STALLE"_ ABOVE AN ACCESSIBLE CElLIN^., EXCEPT ON 4 ALLOWS THE SUPPORT SPACING TO BE INCREASED 6 FE ET EET FROM THE LAST POINT WHERE T-E 0 UHF DONOR N 4E N F RACEWAY IS SECURELY FASTENED". 410 0' 36. 1872" IN 72 ANTENNA LOCATION LU 348.60 GROUNDING AND BONDING t V�' T 295.8344" W 4 - THE TRANSMISSION Or' VIBRA ON V IF USED TO CONNECT ECUIPMEN WHERE FLEXIBILITY IS NECESSARY TO MINIV2 0 FROM FQUIPVF\T OR TO PROVIDE rLFxiRuTY FOR EQUIPMENT GROUNDAG CONDUCTOR S14ALL OF INSTALLED WHERE FLEXIB!ITY IS NOT REOUIRED A----R INS7ALLATION, FMC S"ALL BE PERMITTED TO BE USED AS EQUIPMENT E (7 UHF DONOR ANTENNA GROUND\G CONDUCTOR WwEN INSTALLED IN ACCORDANCE WITH 250.118(5). z W17 WHERE REQUIRED OR INSTALLED, EQUIPMENT GROUNDING C-NDUC-ORS SHALL BE INSTALLED IN ACCORDANCE . Tota!it st- H LOCATION .;n_E-: 3.C2 n d,l E L z 2 250.134 0 W[iFRr- RFCLJIR,--D OR iNSTAI LED, EOUIPVENT BONDING JUMPERS SHN L BF INSTA!LED IN ACCORDANCE WITH 250.102 12 12 5; IAj LL ) ARTICLE 348 FLEXIBLE METAL CONDUIT 2 DONOR ANTENNA LOCATION 1 DONOR ANTENNA AZIMUTH TYPICAL'I-BEAM J-HOOK INSTALLATION KEY NOTE LEGEND TYPICAL 1. NEW FIBER OPTIC, CAT 5E, "AT 6, CA- 7 03 SIVILAR CABLE. OUTSIDE SIGNAL SOURCE CA9I._E R SER C5 S R TYPICAL BUILDING I-BEAM 2. STEEL STRUCTURAL MEMBER. FROM FIRST RESPONDER SEPARATE 11.25" BDA EQUIPMENT Room z I I I I I TYPICAL BDA WIRELESS NETWORK SYSTEM DEVICE '11111 3. NEW WALL-MOULT HEAVY GAUGE STEEL J HOOK, TO BE S17ED IN RELATION TO NEW EMT CONDUIT CABLE DIAMETER. AMPLIFIED SIGNAL TO TO FACILITY CABLING PER SPECS 4. NEW OVERHEAD/CEILING MOUNT HEAVY GAUGE STEEL J HOOK TO BE SIZED IN RALATION TYPICAL WALL '01 ANTENNAS WITHIN FIRE ALARM ELEVATION TO NEW CABLE DIAMETER. I BUILDING SYSTEM L 5. NEW STRUCTURAL BEAM/FLANGE MOUNT HEAVY GAUGE STEEL J HOOK, DIAMETER TO BE TYPI 3/4" SIZED IN RELATION TO NEW CABLE DIAMETER. --LOW. FLE E METAL 6. FOR FASTER TYPES, REFER TO NOTE 2 B: DONOR RISER #PG00061851 ONDUIT STRAP 1.25" EMT WALL MOUNTED CONDUIT 3/4" FLEXIBLEJ METAL CONDUIT TYPICAL WALL MOUNT J-HOOK PILIpip �Ili 11 U INSTALLATION 0 WALL VOUNTEED 01 EMT TERMINAL Lill CAPINET DROP J il �A CEILING 00 CN H 0 1 FE PER NFPA 70(NEC)348.30(A) 3 SECURING AND SUPPORT C) iIF= FLEXIBLE METAL CONDUIT SHALL BE SUPPORTED AT INTERVAL NOT TO EXCEED 1AM(4- 1/2") CD �-'' z BDA SYSTEMS CO WHERE USED CABLE TIES SHALL C) DEDICATE T I BE LISTED AND IDENTIFIED FOR 1% 0 SECUREMENT AND SUPPORT SERVER SIDE ANTENNAS ALARM MODULES C) L OUTSIDE DONOR ANTENNA z < S BDA GROUND BUSBAR HARD WIRE M I'_ AC POWER BATTERY POWER < Lr) 0 V-10" LLJ CY) 0 > ac r �. o o ,. or N, 0 ()r LL uj Z 0 U I BATTERY BACKUP 0 W LLJ Uj Z) FINISHED 01 N ------- BUILDING Q_ p FLOOR GROUND Q o 0 0 U U FINISHED 0 1000' BDA In D FLOOR 0 0 SYSTEMS CO. Lo U BATTERY GROUND DRAWN BY: DATE: 10 06.05.24 DESIGNED BY: DATE: 10 APPROVED BY: DATE: PROJECT NUMBER: RACEWAY ASSEMBLY SUPPORT DETAIL 3 BDA ROOM DETAILED DIAGRAM WITH 6 D BDA SYSTEM RACEWAY SUPPORT DETAIL DIAGRAM SHEET TITLE: CONDUIT RISER DETAIL DETAILS SHEET NUMBER: DAS.06 CONCRETE PENETRATION FIRESTOP DETAIL STUD WALL / GYPSUM OARD FIRESTOP DETAIL FIRESTOP NOTES BDA * 1 2 (3 ) Systems Co. 1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT 1. WALL ASSEMBLY -THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/ STUD 1. DETAILS SHOWN ARE TYPICAL DETAILS. IF FIELD CONDITIONS DO NOT MATCH 7765SW87th Ave Ste.102 OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE I WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE REQUIREMENTS OF TYPICAL DETAILS, APPROVED ALTERNATE DETAILS SHALL Miami,FL33173 CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAMETER I MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND I BE UTILIZED. FIELD CONDITIONS AND DIMENSIONS NEED TO BE VERIFIED FOR PHONE:1(855)756-0225 OF OPENING IS 32 IN. I PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL COMPLIANCE WITH THE DETAILS, INCLUDING BUT NOT LIMITED TO THE 2. METALLIC SLEEVE - (OPTIONAL) NOM 32 IN. DIAM (OR SMALLER) SCHEDULE 40 j INCLUDE THE FOLLOWING CONSTRUCTION FEATURES. I FOLLOWING: (OR HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL 1.1. MINIMUM AND MAXIMUM WIDTH IF JOINTS ASSEMBLY. FLUSH WITH FLOOR OR WALL SURFACES OR EXTENDING A MAX OF CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER 1.2. TYPE AND THICKNESS OF FIRE-RATED CONSTRUCTION. THE MINIMUM -OF NEW/, 3 IN. ABOVE FLOOR OR BEYOND BOTH SURFACES OF WALL. SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 ASSEMBLY RATING OF THE FIRESTOP ASSEMBLY SHALL MEET R EXCEED ,La suSF� 0�'�- 3. THROUGH-PENETRANT- ONE METALLIC PIPE, TUBE OR CONDUIT TO BE IN. OC. WHEN STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE HIGHEST RATING OF THE ADJACENT CONSTRUCTION. INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE THE WIDTH OF THE STUDS CAVITY, THE OPENING SHALL BE FRAMED N ALL i 2. REFERENCES: FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PENETRANT AND SIDES AND SCREW-ATTACHED TO THE STEEL STUDS AT EACH END. THE * 2005 UNDERWRITER'S LABORATORIES FIRE RESISTANCE DIRECTORY PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1-7/8 IN. FRAMED OPENING IN THE WALL SHALL BE 4 TO 6 IN. WIDER AND 4 TO 6 IN. j VOLUMES 1 & 2 PENETRANT MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. HIGHER THAN THE DIAM OF THE PENETRATING ITEM SUCH AS THAT. WHEN * NFPA 101 LIFE SAFETY CODE PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL I THE PENETRATING ITEM IS INSTALLED IN THE OPENING, A 2 TO 3 IN. NFPA 70 NATIONAL ELECTRIC CODE F ESS ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PENETRANTS j CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM AND THE FRAMING * ALL GOVERNING LOCAL AND REGIONAL BUILDING CODES MAY BE USED: I ON ALL FOUR SIDES. 3. FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF ASTM E-814 A. STEEL PIPE - NOM 30 IN. DIAM (OR SMALLER) SHCEDULE 10 (OR HEAVIER) PIPE j B. GYPSUM BOARD* - 5/8 IN. THICK 4 FT WIDE WITH SQUARE OR TAPERED EDGES. I (UL 1479) TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO THAT STEEL THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE j OF CONSTRUCTION BEING PENETRATED. B. IRON PIPE - NOM 30 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR 4. ALL RATED THROUGH-PENETRATION ASSEMBLIES SHALL BE PROMINENTLY C. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF LABELED WITH THE FOLLOWING INFORMATION: CONFIDENTIAL THEIONFI ONFI PIPE OPENING IA 32-1/4 IN. FOR THE STEEL STUD WALLS. MAX DIAM OF OPENING IS * ATTENTION: FIRE RATED ASSEMBLY CTIONCONTA INED D. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER 14-1/2 IN. FOR WOOD STUD WALLS. THE F RATING OF THE FIRESTOP SYSTEM IS * UL SYSTEM #* PRODUCT(S) USED HEREIN MAY NOT BE USED OR REPRODUCED IN ANYWAY MANNER TUBING EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. * HOURLY RATING (F-RATING) WITHOUT WRITTEN PERMISSION OF E. CONDUIT- NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT 2. THROUGH-PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE * INSTALLATION DATE BDASYSTEMCO. F. CONDUIT- NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METTALLIC INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE 5. FOR OUTLET BOXES REQUIRING PROTECTION, USE ONLY WALL OPENING m o TUBING (EMT) FIRESTOP SYSTEM. THE ANNULAR SPACE SHALL BE MIN 0 IN. TO MAX 2-1/4 IN. PROTECTIVE MATERIALS, CATEGORY CLIV AS CLASSIFIED BY UNDERWRITER'S 4. FIRESTOP SYSTEM -THE FIRESTOP SYSTEM SHALL CONSIST OF THE I PIPE MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PIPE, CONDUIT LABORATORIES, FIRE RESISTANCE DIRECTORY (VOLUME 1.) FOLLOWING: OR TUBING MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45 DEGREES A. PACKING MATERIAL - MIN 4 IN. THICKNESS OF MIN 4 PCF MINERAL WALL BATT j FROM PERPENDICULAR. PIPE, CONDUIT OR TUBING TO BE RIGIDLY INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR SLEEVE OR AND SIZES OF METALLIC PIPES, CONDUIT OR TUBING MAY BE USED. CONDUIT BENDING DETAIL FROM BOTH SURFACES OF WALL OR SLEEVE AS REQUIRED TO A. STEEL PIPE - NOM 30 IN. DIAM ( OR SMALLER) SCHEDULE 10 (OR HEAVIER) q z ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. STEEL PIPE 0 W B. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/4 IN. THICKNESS OF FILL B. IRON PIPE - NOM 30 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE UP U MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC Q Y o FLOOR OR SLEEVE OR WITH BOTH SURFACES OF WALL OR SLEEVE. AT THE TUBING OR 6 IN DIAM STEEL CONDUIT. U o POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PENETRANT AND D. COPPER TUBING - NOM 6 IN. (OR SMALLER) TYPE L (OR HEAVIER) COPPER O <L _ CONCRETE OR SLEEVE, A MIN 4 IN. DIAM BEAD OF FILL MATERIAL SHALL BE TUBING. z S� H-- ui APPLIED AT THE FLOOR AND ON BOTH SURFACES OF WALL. E. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. *BEARING THE UL CLASSIFICATION MARK ( 3. FILL, VOID OR CAVITY MATERIAL* - SEALANY- MIN 5/8 IN. THICKNESS OF Fi:: r�r MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SIDES SURFACES W w wSYSTEM NO. C-AJ-1226 US OF WALL AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PIPE w - - w AND WALL, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT o' F- 2 F RATING = 3 HR. Q WT RATING - 0 HR. THE PIPE WALL INTERFACE ON BOTH SURFACE OF ALL R24 U5 Q =Zp OBIL RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT *BEARING THE UL CLASSIFICATION MARK CENTERLINEL RATING AT 400 F CFM/SQ FT I RADIUSSYSTEM NO. W-L-1054 R' US 3 F RATING = 1 AND 2 HR. (SEE ITEMS 1 and 3) j T RATING = 0HR. A L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT 46 y 2 46 1 L RATING AT 400 F CFM/SQ FT I r •.� A � � i I �Fy:: I , , F 3 1A #PG00061851 3 A 4A i SECTION A-A Z O �A 2 I 'B GENERAL SHEET NOTES �. 1. NOT ALL DETAILS LISTED ARE APPLICABLE TO U SECTION A-A THIS PROJECT AND ARE FOR REFERENCE ONLY uj 2. FIELD VERIFY ALL LOCATIONS O ck- COAXIAL CABLE GROUND KIT TELECOMMUNICATIONS GROUNDING BUSBAR LUG DETAIL z I 1 . DO NOT INSTALL CABLE GROUND KIT AT A BEND IN 1 . ENSURE THAT GROUND BAR SIZE AND HOLE 1 . ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL I- I CABLE. SPACING IS SUFFICIENT TO ALLOW FOR NO COAT ALL SURFACE WITH ANTI-OXIDATION (_D 2. ALWAYS DIRECT GROUND WIRE DOWN TO THE OVERLAPPING OF GROUND LUG WASHERS. COMPOUND BEFORE MATING -j V) f GROUND BAR. 2. ALL EXPOSED, EASILY ACCESSIBLE GROUND BARS J Q i MOUNTING SHALL BE TAGGED DO NOT DISCONNECT m W BOLTS 3. COAT ALL BARRELS WITH ANTI-OXIDATION M MOUNWALL TING INSULATORS COMPOUND BEFORE CRIMPING V) z BRACKET Ln O :�e w m Lfl ch Q � COAX CABLE GROUNDING _ a O Q C CLAMP KIT n1 (3) THREADS ° ° MIN. MUST "DO NOT DISCONNECT" O J U- w z I ° ° SHOW TAG ON ALL GROUND BAR .J u ° 11J WEATHERPROOFING KIT , ° ° ° O 0 INTERCONNECTS ~ _ Lu j ° C O ° ° V) Q �- If ( ° ° ° ° ° ° ° ° ° S/S NUT W N X #6 AWG STRANDED ° ° ° ° O O S/S SPLIT COPPER GROUND /I ' ° ° ° WASHER z z L u CONDUCTOR LOCK 0 LABEL S/S FLAT WASHERS DRAWN BY: DATE: i CABLE TO BTS WASHER CHATSWORTH COPPER GROUND BAR, 10 06.05.24 1/4"X2"X12"W/PRE-DRILLED HOLE DIAMETERS AND SPACING TO MATCH DESIGNED BY: DATE: - ---- NEMA DOUBLE LUG CONFIGURATION. I 10 DO NOT GROUND BARS SHALL NEITHER BE FIELD , DISCONNECT FABRICATED NOR NEW HOLES DRILLED. APPROVED BY: DATE: GROUND LUGS SHALL MATCH THE HOLE SPACING ON THE BAR.HARDWARE DIAMETER SHALL BE 3/8"MINIMUM. S/S BOLT(1 OF 2) TINNED COPPER BUSS PROJECT NUMBER: i! /� 'T S/S FLAT WASHER SHEETTIT E: 3 DETAILS SHEET NUMBER: DAS.O7 BDA '0 Systems Co. 7765 SW 87th Ave Ste.102 ROOF ANTENNA Miami,FL 33173 PHONE:1(855)756-0225 pF NEW ya sus£ r .z - - INDOOR ANTENNA 1036 �� �pROFESS���P I HVAC I I CONFIDENTIAL I THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR REPRODUCED IN ANY WAY MANNER ALARMS WITHOUT WRITTEN PERMISSION OF I BDA SYSTEM CO. II m � (1 ) BDA -LOSS OF NORMAL AC POWER (2) BDA -BATTERY CHARGER FAILURE I I EPO 3 BDA -LOW-BA o i I � ( ) -LOW-BATTERY CAPACITY (70 /o DEPLETION) , I (4) BDA -DONOR ANTENNA MALFUNCTION W ' (5) ACTIVE RF EMITTING DEVICE MALFUNCTION Z DEDICATED (6) BDA -SYSTEM COMPONENT MALFUNCTION E 51 ' I CKT110VAC-20 (7) BDA - DONOR ANTENNA DISCONNECTION W I I z 0 I BDA & UPS MUST BE WITHIN NEMA 4 RATED ENCLOSURE I ' ' I SAFE-1030 I PSR-ANN I >y I I I ALARM CONNECT BBU MONITOR T I O ALARM #PG00061851 ' 1A, MODULES SYSTEM I I I I DEDICATED I C KT 11 OVAC-20A ' ' - - - - - - - - - - - -____ - - - - - - - - DEDICATED CKT11 OVAC-20 000 0 0000 u 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 Q W N Q J Lu W Q W M CABLE LEGEND I� O o w 0 w W z - - --- SERVICE CABLE: MR-AP6012J50-RD = W uj - — - — - — DONOR CABLE: MR-AP6012J50-RD r e_ < � Z_ 0 - - - - - - GROUND CABLE: AWG#6 � coO Ln L z � � 1 HR FIRE RATED ROOM ENLARGEMENT DRAWN BY: DATE: N.T.S 10 06.05.24 DOOR TO ROOM SHALL HAVE SIGN DESIGNED BY: DATE: THAT READS 10 APPROVED BY: DATE: "BI-DIRECTIONAL AMPLIFIER ROOM" PROJECT NUMBER: SHEET TITLE: DETAILS SHEET NUMBER: DAS.Os BDA * Systems Co. *oz. 7765 SW 87th Ave Ste.102 Miami,FL 33173 PHONE:1(855)756-0225 �,pF NEW?, BD)%-UHF-1A ANT-DS-Y(B)1503 tip, s US£ EMERGENCY RADIO EMERGENCY RADIO * R 150MHz-SMR 450MHz-SMR . 103626 F�A�'OFESSIO�P�' BDA ' UHF (TSX-N FF) VHF 1A SURGE 4 ROOF SUPPRESSOR SPT-2001 SPT-2002 SPT-2003 SPT-2004 SPT-02 06 CONFIDENTIAL ° ° ° ° BDA-PD02-0627 BDA-DC10-0627 BDA-DC10-0627 BDA-DC10-0627 BDA-DC06-0627 THE INFORMATION CONTAINED — — — — — — — — HEREIN MAY NOT BE USED OR 177" JUNCTM eox — — '— REPRODUCED IN ANY WAY MANNER WITHOUT WRITTEN PERMISSION OF BDA SYSTEM CO. o II I II it I E22001 ANT ANT ANT ANT ANT II 2002 2003 2004 2005 2006 2ND FLR W W o � 2 0Lu C WW W SPT-1002 SPT-1003 SPT-1004 SPT-1005 BDA-DC10-0627 BDA-DC10-0627 BDA-DC06-0627 BDA-PD02-0627 LL 5db 10db I - - - - - - - - - - ATT NUATO ' 1_ TTENUATOR f 1 I ANNUNCIATOR I I -F ANT ANT ANT ANT ANT 0 1 I 1001 1002 1003 1004 1005 FOR CEILING INSTALLATION W 0 DE PSR-ANN ; I I TAILS SEE SHEETS r � II o � II DAS.04 AND DAS.05 #PG00061851 O E-- U I -I o I SPT-1001_ 1 — _ BDA-PD02-0627 ,J w 0!I I ---_ -_ U. II , w z Q i - 0 Du- II z F- R I1 C) W D - - - - OJ o °°°°°°°°° °° o u- BBU —�j 1 ST FLR DAS UHF & VHF SYSTEM RISER CABLE LEGEND - - - - SERVICE CABLE : MR-AP6012J50-RD Q Ln cn oC W M - — - — - — - DONOR CABLE : MR-AP6012J50-RD o <Q o 1,111 2 o �. w z — AWG#6w W D GROUND CABLE : ,— w o >- O 0 0 u Ln OC Z I u JUMPER CABLE : BDA-RGXX-NMNM-R/B DRAWN BY: DATE: 10 06.05.24 DESIGNED BY: DATE: 10 APPROVED BY: DATE: PROJECT NUMBER: SHEET TITLE: DETAILS SHEET NUMBER: DAS.09 SYMBOL LEGEND SYMBOL DESCRIPTION B,,;, _ CABLE (DONOR) Systems Co. 7765 SW Ave MR-AP6012J50-RD Miami,F833173 Ste.102 IXL-EYN-H 2 P INDOOR PHONE:1(855)75"225 OMINI (ANTENNA) F NEW yo CABLE (SERVER) C� A susf� MR-AP6012J50-RD BDA-DC06-0627 - 1 r z 6dB 6dB DIRECTIONAL `� 103 COUPLER '°RoFESS�p�' BDA-DC10-0627 10d B 10dB DIRECTIONAL COUPLER BDA-DC15-0627 15dB 15dB DIRECTIONAL CONFIDENTIAL THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR COUPLER REPRODUCED IN ANY WAY MANNER WITHOUT WRITTEN PERMISSION OF BDA SYSTEM CO. BDA-DC30-0627 30dB 30dB DIRECTIONAL m COUPLER BDA-PD2-0627 2WAY 2W SPUTTER Z O � � W W N ~ W z Z O O W_ Lu OC LL ANT1001 IXL-EYN-H2P v a m o � I RISER TO DONOR z (ROOF)ANTENNA ANT1003 SPT1002 /IOdb 2W\BOA RISER(1) BDA-DC10-0627 IXL-EYN-H2P ISPT1001 SAFE-1030 BDA-PD2-0627" #PG00061851 ~ SPT1005 I BDA-PD2-0627 —f\2W� — — — 26db� — — — — — — — i ,\ SPT1003 \_ .�f �b! BDA-0C10-0627 W ANTI 005 SPT1004 IXL-EYN-H2P BDA-DC06-0627 Q ANT1004 ANT1002 IXL-EYN-H2P IXL-EYN-H2P n• J V Q t.i 1 u, M p w 0 O Z w (A o I_- rDc 4 0 u V) LL z Lo � DRAWN BY: DATE: 10 06.05.24 DESIGNED BY: DATE: 10 APPROVED BY: DATE: PROJECT NUMBER: SITE PLAN - FACILITY WIDE - FIRST FLOOR SHEET TITLE: N SITE DESIGN ` SCALE: 3/32" = 1' - 0" E3 SHEET NUMBER: DAS. 10 Indoor prediction legend Indoor prediction legend Power Power [dBm] [dBm] BDA >-40 OO ;O aGo > 40.00 (0.096j Systems Co. 7765 SW 87th Ave Ste.102 Miami,FL 33173 PHONE:1(855)756-0225 >-50.00 (0.0q.°0) >-50.00 (0.0%) NEW yo >-55 00 (0 oc"o) >-55.00 (1.0°,0) �.��Q �,tia Suss ?-60 00 (6 1F`i) >-60.00 (5.1%) >-65.00 (26 7%) >-65.00 (17.5%) 103 ROFESS���P >-75.00 (100.0%) >-75.00 (99.4%) >-80.00 (100.0%' >-80.00 (100.0%) >-85 00 (100.0%) >-85.00 (100.0%) CONFIDENTIAL THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR REPRODUCED IN ANY WAY MANNER >_05 00 O 00 0%) >-95.00 (100.0%) WITHOUTBDWnRSYSTEMCOISSION OF i >-100.00 (100.0%) >-100.00 (100.0%) m emergency - VHF - P25 emergency UHF - UHF - Digital W l7 ' W Z Q W _- 0 0 ?w? W W C W I V w \ i d #PG00061851 CL W W CSC �G UJ m � Qao � a "- I u _ � w =� ui F t� a . . lU U DRAWN BY: DATE: 10 06.05.24 DESIGNED BY: DATE: 10 APPROVED BY: DATE: PROJECT NUMBER: FACILITY WIDE - HEAT MAP - FIRST FLOOR- SHEET TITLE: N NTS HEAT MAP SHEET NUMBER: DAS. 11 SYMBOL LEGEND SYMBOL DESCRIPTION [)A CABLE (DONOR) Systems Co. MR-AP6012J50-RD Miami,R3313ve Ste.102 IXL-EY N-H 2 P INDOOR PHONE:1(855)756-0225 OMINI (ANTENNA) �F NEW Y CABLE (SERVER) �'`�`P�`ti�. S US�� MR-AP6012J50-RD * .f i w BDA-DC06-0627 6dB 6dB DIRECTIONAL sF 036 COUPLER R�FESS��� BDA-DC10-0627 10d B 10dB DIRECTIONAL COUPLER BDA-DC15-0627 15dB 15dB DIRECTIONAL CONFIDENTIAL THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR COUPLER REPRODUCED IN ANY WAY MANNER WITHOUT WRITTEN PERMISSION OF BDA SYSTEM CO. BDA-DC30-0627 30d6 30dB DIRECTIONAL m COUPLER BDA-PD2-0627 2WAY 2 SP ITTER z O E z W Z i z g 0 N V � 3 W W W ANT2001 IXL-EYN-H2P v a � I o � o z SPT2001 lOdb BOA-DC70-0627 \\ RISER(1) ar ANT2005 _ #PG00061851 IXL-EYN-H2P - ANT2003 IXL-EYN-H2P I I ( I I ANT2004 IXL-EYN-H2P I W I U Q OC 1 LJ-_ I I 1 j SP72002 BDAC0627 lOd BDA-DC70-0 627 IO SP72005 b M BDA-PD2-0627 I 0 �, 0) l 2W — _ — — — (6db�` — — — — — (D (- C� r-i —1 ANT2003 O 0 ?- \ - SPT2004 IXL-EYN-H2P W Q W u Z i BDA-DC06-0627 Q = w LL ANT2006 O 2 Lp O IXL-EYN-H2P LLJ� V cr O U W O U I-- N Ln to U DRAWN BY: DATE: 10 06.05.24 DESIGNED BY: DATE: 10 APPROVED BY: DATE: PROJECT NUMBER: SITE PLAN - FACILITY WIDE - SECOND FLOOR SHEET ME: SITE DESIGN SCALE: 3/32" = 1' - 0" '' IC ''' 3/3 i.'—"'—_" SHEET NUMBER: DAS. 12 Indoor prediction legend Indoor prediction legend Power Power [dBm] [dBm] BDA >-40 00 (.0,0 ) >-40.00 (0.V,O) Systems Co. 7765 SW 87th Ave Ste.102 Miami,FL 33173 PHONE:1(855)75"225 >-50.00 (0 0%) >-50.00 (0.0°,�rk) >-55 00 (0.0°ra6) >-55.00 (1.0%) OF NEw�Q�E a SUS >-60.00 {6.1°{0) >-60.00 (5.1c�) a r. w >-65 00 (26 7c`;,? >-65.00 (17.5%) 10 ESSIO�P�, >-75 00 (100.019k) >-75.00 (99.4%) >-80 00 (100.0%) >-80.00 (100.0%) >-85,00 (100 0%) >-85.00 (100.09in) CONFIDENTIAL THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR REPRODUCED IN ANY WAY MANNER >-95.00 (1 OO.Ot''Ci WITHOUT WRITTEN PERMISSION OF >-9J,00 (100.0%) ) SDA SYMM CO. >-100 00 (100 0J"'O) >-100.00 (100.0%) m ° emergency - VHF - P25 emergency UHF - UHF - Digital z 0 O � W_ � H v r t,•, z o 0 Q LA F Q E 1 i 01, z ld 1 r tuffs ;2tii47 �� �. p, r v ` •.',6 �,., ,��. < ��i d. r � #PGO0061851 � �,t.. r aid• 10 I 3 } 111 6 } g4,rc �„ u ,v3r wig t-rs '`"7 cf r y a'• 41a art I t ;r• { W -41 ,�« j4'�'e" a�c.,y� ra*. ,-+v'�• .� z,�.Y•'u�", 4xiv 'i,�'a O t � } ''r°h:.: ;7 k W,�� :fir. . �u,; Y�i :..i'�� ' V I'�,laT..a.-:� '` •�' ��",� w � _ek '� y,, t,. `;. 4 ii .: i;' o �:e"..,n�p",ak�k Pam?'....... 1, f,� �P,,,.,wnC' � .� ,. ,•..,-, "�`.... i , r' p .,,.. y lt °`Y X 1 ' t9,...., F .,,iJ -.4T.�'i, ,:;,a lf.t ..'�... a r•' ; ^; F' c a.. ..,:;� ,..w........ ,.,:a �;.,:. ,,,.,... u— r..u.... _a., Cr LU x J` 1 u L.L.. V) zrl.._ In t.n u DRAWN BY: DATE: 10 06.05.24 DESIGNED BY: DATE: 10 APPROVED BY: DATE: PROJECT NUMBER: F(c FACILITY WIDE - HEAT M'AP - SECOND FLOOR SHEET TITLE: NHEAT MAP NTS SHEET NUMBER: D AS. 13 SYMBOL LEGEND BDASYMBOL DESCRIPTION _ CABLE (DONOR) Systems Co. MR-AP6012J50-RD 7765SW87t1 Ave Ste.102 Miami,FL 33173 BDA-UHF-1 A PHONE:1(855)756-0225 (ANTENNA) ANT-DS-Y(B)1503 ���-�F NEW? (ANTENNA) ��tia sus£' 103 FESS Q CONFIDENTIAL THE INFORMATION CONTAINED HEREIN MAY NOT BE USED OR REPRODUCED IN ANY WAY MANNER WITHOUT WRITTEN PERMISSION OF BDA SYSTEM CO. m � tA W Z O E W LL V1 ~ W Z D cW C ANT-DS-Y(B)1503 0 0 EMERGENCY RADIO 5 ' 150MHz-SMR VHF v Q � a � a RISER TO DONOR z (ROOF)ANTENNA #PG00061851 BDA UHF SA BDA-UHF-IA EMERGENCY RADIO 450MHz-SM R Lu 0 J_ U Q LL W M CD O o v� u.. W Z w w Q u- Lu Lu w O O E= 0 O o u V) L u DRAWN BY: DATE: 10 06.05.24 DESIGNED BY: DATE: 10 APPROVED BY: DATE: PROJECT NUMBER: SITE PLAN - FACILITY WIDE - ROOF SHEETTfRE: N SITE DESIGN v SCALE: 3/32" _ 1t _ 011 _ ,.� ., ,� 2'� SHEET NUMBER: DAS. 14 B DA *o Systems Co. 7765 SW 87th Ave Ste.102 /� Miami,FL 33173 SAFE-CO fY pA® PHONE:1(855)756-0225 Safe-Com DASassure TM NFPA Alarms: SAFE-COM TM SAFE-COM Public Safety Distributed Antenna System Safe-Com DASassure SAFE-1030 Bidirectional Amplifier 1. System Component Failure-Summary Alarm Public Safety Mission-Critical Systems Safe-Com DASAssure TM VHF, UHF,700,800&900 MHz 2. Active emitter fail/Power amp/Oscillation indicator SAFE-BBU:Battery Back-Up/UPS Public Safety Mission-Critical Systems ��pF NEW yo 3. Donor Antenna Fail 12 and 24 Hour Remote Visual,Audible& Relay Annunciator Q, a Sus FA" 4. Battery Charge Fail Model SAFE-AN-1001 �WIRELESS 5. AC Power loss ® 6. Low Battery Capacity PRELIMINARYClass Aand/or Class B BDA 7. Com-Link(data connection to Remote Annunciator) WIRELESS WIRELESS• Supports All Five Public Safety and Federal Bands+FirstNet - plus Door Alarm10 Efficient,Compact Lithium Battery UPS System • Visual/Audible/Relay Alarm Annunciator _ ° Op• 1 Watt RF Output(2 watts with dual band 700/800) ; /QOFES• Field U radeable-add new channels and new bands Integrated AC Power Supply • Plug and play compatible with BDA or Fiber DAS pg System Diagram-BDA• Small Size : 12 x 15 or 19 x 18 inch, NEMA 4Smooth Transition from AC power to Battery power ,art r°„ i • Alarms, power and backup battery over one CATS cable • Very compact size,Low power consumption • Alarm Outputs • NFPA Monitor and Alarm Points:Service(In-building)Antenna AC Power Loss 15 inches - AC Power• Lowest Spurious due to advanced filtering design Donor ,,' _ , Battery Level Low - Battery Charger 6.5 inch • Unique front-end design,exceptional filtering 1 A ..e- - Battery Charge Circuit Fail - Battery Level flush-mount Antenna - Auxiliary Alarm - Power Amps) - • FCC Certified,UL Listed,US designed and manufactured t �' •„ ' N {{ - Donor Antenna front panel r .. • Master External Power-off Switch-EPO System(BDA Alarm i CONFIDENTIAL - Annunciator Com-Link to BDA • Small Size NEMA : 15 x 12 x 6.75 in. for 12 or 24 hour THE INFORMATION CONTAINED ( ) - Oscillation HEREIN MAY NOT BE USED OR f t. • Form C Relay Outputs I REPRODUCED IN ANYWAY MANNER WITHOUT WRITTEN PERMISSION OF Safe-Com's DASAssure T^'r is a patent- • 1000 foot cable distance(using 24 AWG) ' BDA SYSTEM CO. Parameter Value r t pending passive Distributed Antenna `'.>�� �" � Safe-Com's DASAssure ' series product line includes mission critical DC power battery backup systems.The SAFE series of battery • Flush Wall Mount NEMA4,Small Size : ,,� barku units delvers the h' h gel ahilit re aired tnr mission critical a lications such as DistnbutPd Antenna S Stems DAS and r o System utilizing anew architecture that Out ut Power err Band ( Battery Backup r 4.5 x 4.5inch recessed 2 an box. - g p p Pnwt+r Supply and p 9 Y q pp Y ( ) I m critical computing networks.Lithium Iron Phosphate(LiFePoz)batteries provide a compact and low weight energy storage system. gang provides a modular, upgradeable, There is no out nssin so a NEMA 4 enclosure can be used.The have very low self d schar e no memo effect,outstanding redundant and power efficient Public Safe -700/800 MHz: 30dBm+/-2dB LR�1 g` g '� g memory g 6.5 x 5.75in.front plate p Safety natural safety due to the chemistry and a clear advantage over legacy lead-acid batteres in charge-discharge cycles.And its in-building coverage solution.This -UHF: 28dBm+/-2dB lI �,1 environmentally friend'y to boot.The system monitors and prevents over charge and over-discharge of the batteries and has over Safe-Com's DASAssure'"series product line includes mission critical RDAs,Fiber DAS,Backup Battery Units and now Remote Cl,innovative approach utilizes dedicated J current protection. Battery cell balancing circuitry is included which extends life of the battery and maximizes its capacity.Because of Annunciators. The Sae-Com Wireless Remote Annunciator connects to the BDA via a single CATS cable for remote display of the -VHF: 27d6m+/-2dB these clear advantages,Li-Fe-Po4 is the battery of choice for critical backup power applications.The Sa`e-Com Battery system Boosters NFPA alarms.The single cable delivers the power to opera',e the unit and the alarms-so installation is quick and easy.No parallel channel processing assuring the ,, DC&Battery Alarms NFPA follows the product lines modular design philosophy.Battery pack modules, 1000 watt-hours each,can be added to ccrfigure the more hand veining.CAT5 type cables and connectors are readily available,at low cost and with fire rating also from 3rtl party suppl ors, w lowest spurious and highest signal Class A filter latency „",� watt-hours required for the job.The unit is packaged in a NEMA enclosure(15 x 12 inches wall print size for either the 12 or 24 Hour The Annunciator is powered by DC over the cable so neither a remote power source nor battery is required for the Annunciator.The Network Management performance for clear mission critical - 12.5kHz - 60u5 Relay and provides NFPA alarm outputs needed to know the health and status of the battery system.This assures reliable operation battery from the BDA will back-up the power to the Annunciator-so its truly plug-and-play.The link between the BDA and the AC or DC Power ., stem �Y_ z r,• coverage enhancement.The modular card _ _ w,w. and long-term performance of the Sate Com DASAssure f3atlery Backup UPS System.An Auxiliary alarm input is provided to Annunciator-the Com Link-is monitored for integrity and alarmed.Visual LEDs,audible notification and o 'tonal form C gala o 9 g 25kHz 35us Alarms g Y p Y system permits single channel expansion on _ _ _ connect room door sensors or a motion detectors into the alarm annunciator,Also an Emergency Power Off(EPO)function allows for outputs are provided. A dedicated monitoring panel is defined by NFPA standards in s'xtion 9.6.13.2 and provides local visual and E Y P g P 50kHz 25US cc one button BDA disablinq. audible annunciation of the Two Way Radio Booster system alarms.The Safe-Com Wireless Annunciator continues the innovative U P any frequency thanks to it's micro-power'"" - 75 kHz - 15us W z tradition of compact size and efficient and low-cost implementation of ERRCS solutions.The Safe-Corn Wireless Annunciator delivers o "' amp architecture. The design is the most - 200 kHz - l0us o Model SAFE-BBU-1000: 120VAC input;Output:9-12VDC,12 Hour;weight=32lbs the high retahil ty required for m ssion critical applications in both passive and active D stributed Antenna Systems(DAS). g o compact BDA available-fitting up to 5 - 500 kHz - 8us S bands into a^12x15x7inc h NEMA 4 unit. All RF Input, max,no damage 0 df3m ---- o Model SAFE-BBU-2000: 120VAC input;Output 9-12VDC,24 hour;weight=44lbs 3 The Sa`e-Com Wireless Public Safety Bidirectional Amplifier(BDA)features: this with the industry's lowest power o Alarm outputs:Active Low:0 to SV(sent to BDA via 2 meter cable) When an alarm is generated by the Safe-Com Wireless BDA or Fiber DAS, Noise Figure,typ. 5-8 dB - Plug-in Modular card system:Each low-cost card performs narrow-band signal consumption of 50 watts*avg.at quiescent the Annunciator resents the alarm in three s: LA.processing on a single frequency. This allows wide flexibility in configuring the o Control inputs:a)Aux alarm,b)EPO(contact cl'osu� ways:p Y operation.This also makes the battery Gain,typ.(consult applications) 50-90 dB ( system with mixed frequency bands,for example 3 VHF,8 UHF and five 800 MHz backup system the smallest available with i frequencies in one Class A channelized unit. o NEMA 4 Enclosure o A visible LED corresponding to the alarm flashes red 12 or 24 hours packed into <0.5 ft3. Safe- Spurious FCC Compliant Excellent wall plug,efficiency:Due to the modular architecture,frequencies that are Ra t'[on chaargerrger Pattary o An audible alarm sounds to alert local personnel r not keyed up can have their cards shut down to preserve power.This reduces heat Enclosure Size: Com s high-quality manufacturing system Gain Control 30 dB PnmaryPawer within the NEMA enclosure,relaxes demand on battery backup reducing costs,and o A form C relays(option).NO or NC connections are available and superior applications support assures o AC--- ------ ---------- ---------- - - Improves reliability for a longer life and fewer failures. -15 x 12 X 6.71nehes Ac-tx fdnnitar and GC Output Operating Temperature 0 to+50 C Powe, Cartm, N r, your success and the public's safety. p g p Advanced Super•heterodynefgont end:Significantly improves near-far performance Note:Acatch-all Active System Component alarm triggers when any other alarm is generated. Supply Syst°m Power(DC via Battery Backup) 25 to 65W typ.* compared to legacy technology,eases close-in TX and RX frequency management, -NEMA weight with 1 battery pack:32 Ibs ao _.-. . _-._...-.. and therefore interlaced frequencies are handled with ease-as close as<200kHz. RF output -NEMA weight with 2 battery packs:44 lb5 The information enclosed is believed to be accurate.Changes may be made to improve the availability or the performance of the product. p power,noise figure and power consumption Consult with Applications Engineering with your challenging frequency spectrum. g ry NEMA4:Size Type l 11 x 15 x 7 inches -25lbs s Y P dY Pc depends on configuration.CTCSS tin OCS squelch avai�able. Yp Simplex options available.Consult tht salts department. ouzel aryAlarm 1 I ( I I ' AC toss Safe-Com Wireless,Holmdel,NJ safe-comwireless.com Preliminary Data 02024 Safe-Com Wireless, Rev 2-20-24 Z p p p NEMA4:Size Type 2 18 x 19 x 7 inches,-401bs tpornp"tfw't`nJ (1 f BatteryCh'"fail Toll Free Tel 855-SAFE-025 Auuhary Ab-m n TRILOGY,. TRILOGY" #PG00061851 s Plenum Cable n'ni3: r, ® Connectors t Tools lea im-se 71 an INFINIT;-1 brand �. r F _....... �.__ • • A �*. . - � . "i , a JJJ_W_-),Wy AN -.. _�. • � - {{}� an INFINITO brand Type N F/F Bulkhead Coaxial RF Surge Protector, 698MHz- _ �� ;:s*. Type N F/F Bulkhead Coaxial RF Surge Protector, 698MHz- 50 Ohm 1/2" Plenum Cable Inside Metal Raceway - (MR-AP6012J50-RD; NMP01250 AirCell® 50 Ohm Connectors 2.7GHz, DC Block, 500W, IP67, .005uJ, 40kA, Filter � � 2.7GHz, DC Block, 500W, IP67, .005uJ,40kA, Filter "'t'"" i'',•i'a t° .,�. x fj For use with AirCell01/2"50 Ohm Plenum,Conduit and In-Conduit Cables ! Plenum Rated Cable Inside Metal Raceway ��� .,1 = ', TSX-N�� , TSX-HI'I' Metal Raceway,112",Red,Corrugated(6 Giiz), 1 t •„ 9 ' 1 /.t`l u'. Ai.k.,i'..AI•,,�} 'l M1rr+✓7, Jacketed CMP,Conforms to NFPA-262,UL-444, MR-AP6012J50-RD Canadian CSA 22.21FT8 �!",���I.7 f ", •- ' Genera!Specifications (...� Physical Dimensions Interface IN Male Features Mechanical Specifications LLI Certer Diameter,in(mm) 0.188(4.78) ,{:I,!.,:<,1.,+ .;�+.�:r, !writ;,,�.•,.,.;= Body Style Straight • Surge current of 40kA DC Block Size Diameter Over Outer Conductor,in pnm 0.550(13.97 Frequency, Attenuation Average Power Electrical Specifications ! • Max Power 500W • VSWR<1.1:1 Length 3.61 in[91.69 mm) Ll..l 9 �, - - Frequency range from 698 MHz to 2700 MHz • Low insertion loss ..J.. pedance,Ohms 50 '�" Width/Diamete- 1.18 in 29.97 mm Maximum Diameter Over Jacket,in(Area(fn')) 0.62(0.3019) MHz dB1100 ft dB/10D m kW Im • Waterproof IP67 rated - CE&RoHS compliant [ ) (n y ( ) ( ) Y - Y - Weight 0.551bs 249.48 Inside D'dimeler of Metal Raccwa ,in Anna(in') 0.852 0.5701 100 0.70 2.30 3 98 Operating Frequent Band 0.3 MHz to 6 GHz g N-t pe Female Connectors Bidirectional [ 9) Maximum Diameter Over Metal Raceway,in(mm) 1.08(27.43) 450 1.50 4.92 1.85 Dielectric Withstand Voltage 2 kV DC I - ° Z Applications Configuration Fill Rate of Metal Raceway 52.95% 500 1.59 5.22 1.75 3rd Order IMO -140 dBc minimum,-150 typical ' Input Connector N Female lO Center Conductor Copper-Clad Aluminum 6D0 1.75 5.74 1.58 �, • Cellularcommunication systems • Emergency response systems P 3rd Order IMD,Test Method 2 x 20 Watt carriers l • Public safety systems • Industdal Communications Output Connector N Female Outer Conductor Comigated Aluminum 700 1.87 6.14 1.47 Average Pourer 0.6 kW e � Jacket Color Red 800 1.96 6.43 1.37 Peak Power,maximum 10 kW Environmental Specifications Q Metal Raceway Interlocked Aluminum 900 2.14 7.02 1.29 Insertion Loss,typical 0.05 Temperature f 1 Electrical Characteristics 960 2.23 7.32 1.24 Shielding Effectiveness -130 dB Description Operating Range -50 to+85 deg C r protector l known lightningr - I I r Maximum Frequency,GIIz 10 1000 2.30 7.55 t.21 RF surge p otecto (also o as arrester)TSX NFF from Po yPhaser utilizing a patented spiral inductor design enables an � Return Loss(VSWR) Ingress Protection(IP)Rating IP67 Peak Power Rating,KW 35 1500 2.85 9.35 0.98 almost instantaneous response to a lightning surge to protect critical hardware while maintaining the RF performance.This RF surge Vibration 1G DC to 1 GHz 30 dB(1.06> @ 5Hz to 100Nz DC Resistance,Ohms/1,000 ft(1,000 m) 1700 3.05 10.01 0.96 protector component is manufactured in a coaxial in-line design with wide operating ireq:fency range.All PolyPhaser RF surge protector U 1 GHz to 2 GHz g.31 dB(1.06) products are available in stock with same day shipping.Center 0.46(1.51) 1800 3.14 10.30 o.s3 L Compliance Certifications 4..1 2 GHz to 3 GHz 32 dB(1.06) CE Compliant Yes Outer 0.51(1.67) 1950 3.24 10.63 0.85 0,,. DC Breakdown,W 2 2000 3.33 10.93 0.84 3 GHz to 4 GHz 25 d6(1.12) Electrical Specifications UL UL497E Capacitance,pF1f1(m) 22(72.12) 2100 3.42 11.22 0.82 4 GHz to 5 GHz 20 dB(1.22) Inductance,µHlft(m) 0.057(0.187) 2200 3.50 11.48 0.80 5 GHz to 6 GHz 15 d6(1.43) Surge Protector Type Surge Filter Certifications NOM M Mechanical Specifications DC Handling DC Block > M Jacket Spark,kV RMS 8 2300 3.59 11.78 0.78 P Plotted and Other Data z � CY- � VSWR min,(dB) 1.25(19.0) 2400 3.67 12.04 0.77 Outer Contact Plating Silver • ` .. I Frequency Range _ -.. 0.698 - 2 Notes: VSWR typical,15014501893960!1700-2206 MHz(dB) 1.13(24.3) 2500 3.75 12-30 0.75 Inner Contact Plating Silver 7 GHz I.L. Lu Z Impedance,Ohms 50 t 2 2700 3.90 12.80 0.72 Interface Durability 500 cycles -Q--- --g-------- -- --- -- ---- -------- --- -- - - -------- - ----- ------------ U J Velocity of Propagation 94% 3000 4.14 13.58 0.68 Interface Durability Test Method IEC Impedance 50 Ohms pC LL 16916 Lc1J � Mechanical Characteristics 3300 4.33 14,21 0.61 M nimum Connector Pull-off Force 200 Ibs VSWR 1.1:1 t� Lu V Return Loss 26 d6 Minimum Bend Radius,in(mm) 7(178) 3400 4.45 14.60 0.60 Environmental Specifications Cable Weight,Ib/ft kg1m 0.26(0-39) 4000 4.91 16.11 0.55 Operating Temperature,°F(°C) -40°to 158°(-40"to 70") Insertion Loss 0.1 d8 CrLim O U BendingMoment,R lb N m 15 0.3) 4900 5.61 18.41 0.50 V ( ) f2 Storage Temperature,°F(°C) -40°to 158°(-40"to 70°) Input Power,CW 500 Watts V Ir- Tensile Strength of Metal Raceway,lb(kg) 150(68) 5000 5.69 18.67 0.49 Installation Temperature,°F(°C) 23'to 122'(-5°to 50°) 50OW @ 920MI Iz w Z `n Crush Strength,Ibf 1900 5200 5.92 19.42 0.48 Immersion Test Method IEC60529:2001 IP68 750W @ 50°C tD U Clamp Spacing,R(m) 15(1.52) 5300 6.03 19.78 0.47 Corrosion Test Method b111-STD-1344A DRAWN BY: DATE: Metal Raceway utilizes standard MOAC a/,"connectors and hangers 5600 6.37 20.90 0.46 Thermal Shock Test Method MIL-STD-202F Recommended Install Temp.,°F('C'1 +5°to 194'(-15'to 90°) 5625 6.63 22.41 0.45 Surge Current 20 40 kA I0 06.05.24 Recommended Storage Temp., +5°to 194' 15°to 90° Vibration Test Method MIL-STD-202F IEC 61000-4-5 8120Ns WAVEFORM 9 P'°F(`C) ( ) TrilogyAirCell"Cable Regulatory CompliancelCertifications Recommended Operating Temp.,°F(°C) +5°to 194°(-15°to 90°) DESIGNED BY: DATE: Standard Conditions RoHS 2011165IEU Compliant 10 For Attenuation:VSWR 1.0,Ambient Temperature 20'C(68°F) Proud to be 100%Made in the USA TL 9000 H-V-At Cables deaignad a k1 marwrechred u Mar the queluy management aystom Throughput Energy 5 nJ o-;'24 nbny ' mmur.tcata^s,Inc ra FOR 3kA P 8/20us WAVEFORM nS7-ts rese•vea Au tracemarks oe vtwo by are regstered trademarks of For Average Power.VSWR 1.0,Ambient Temperature 40°C(104°F),Inner - Tr"Communlnatb^s.AI'Saechcato^a are suNect tc change wthout rosce See xww bibgyooax cam cr cal' APPROVED BY: DATE: Conductor Temperature 100*C 212°F,No Solar Loading �.r ., 8004RitocYforthemostct,nemir4omanon.Revsed0er15r16 t-r Regulatory Compliance/Certifications x.a't Notice:Trilogy disclaims arry Habibty or responsibility for the results or improper or unsafe installation,inspect on,maintenance or removal practices PROJECT NUMBER: RoHS 2011l651EU Compliant Click the following link(or enter part number in'SEARCH"on website)to obtain additional part information including price,inventory and certifications: Click the following I:nk(or enter part number in'SEARCH"on website)to obtain additional part information including'.price,inventory and certifications: TL 9000 H-V-Al Cables designed and manufactured ur+dertha quality managementsystem Ir lya,i N F,'f-3uR:Ii=eel Coaxial RF Surce Protector,69F MHz-2.7G!iz,DC Bloc,(,501%1,,IP67,.00fuJ,40PA,niter TSX-N-r Tyne P1 rtr Milkh?arl Coaxal R7 Surq,�Pro+Gc`or,f9f"dtlz-2.712iHz,DC Cock,500'.":,IPG7,.00SuI,4hkA,fif`ArTSx-MFF ,s NFPA 72(2019),Section 12.4-2-Pal Tway Survlvatu ty Level t shall combd of patways in ' n NFPA 13 rNm an SHEETTI1lE: t sprinkler s tom of accordance with nlemgsthataretunypot,c cob" by an onerp c ay Y SPECIFICATIONS mercannecting eandudors,cebMs or other physic'pathways instated M metal rac°ways 1 TS%-VFF RFV 13;d'207C Inrnit«e Elrrtrur rs,h-c PotyP'raaer>s a rngis!ored trrl«,mark of Infin4e Ehrd%xrkr.Inc 2 TSX-NFF RFV 1 3 I @ 2020 lnr.n.te FI«xt'or"s,I*�c Patytxraser is a rrniistumd Trademark o1 Infn+te Elektrcxricg Inc C)2'42 TrAa7y Comrrwrcefinns,Inc All rZ m r"tw d All aademlwks dirt•ed by G+are rf`91% •M bxhmans otT,ingyCommunc0-m AASptrlca^erearositte--tectianaswthoutnMfce seewww?"'npyrrcomoreaA + 8 8 9 1 F'c�lr+r�'�ta<.er.com +1 800 882 9110 I fcl„Plar^r.com a:.A TRI100Y for the mmt current�nrorrnat:m Revmed MnlrY2 SHEET NUMBER: DAS. 15 BDA stems Co. Type N F/F Bulkhead Coaxial RF Surge Protector, 698MHz-2.7GHz, Systems DC Block, 500W, IP67, .005uJ,40kA, Filter I 1 7765 SW 87th Ave Ste.102 • TSX-NFr- CAD Drawing _ I ' Miami,FL33173 an INFINITO brand I Power Dividers/Splitters ( ) ,� r �� Directional PHONE:1 855 756-0225 -' •.,:'�* / I ) oar..= ,�•r-' : V E � Type N F/F Bulkhead Coaxial RF Surge Protecfor, 698MHz iIQDEL. •"`> r ®. �fa,. ,��.'... ; . . 2.7GHz, DC Block, 500W, IP67, .005uJ,40kA, Filter �' �" e •-+ ' (Devtcc shcEatl t:lcde? E jF. C'�C3 auz"t) y I j'a FNE R�e F, Y 1 i :S'i : SiT EMS C 0. " '� �� ° SUw Tsx-ItFF o S Y S T E M SI C.,0 Y ""`. 1 �� .- o z t � eo Q 2 X a N Q z ; .r .w �...� .�. Public SafetylCellularLai Typical Performance Data 00 - Z Public Safetyl Cellular $ + z.00 VSWR !Y W l �`l a. m w,, _ ��; High quality power dividers for use on public safety High quality directional coup ers for use on public safety �. f t �, t ; 103 -�- a rat.:. �" [, �,._ and cellular DAS systems. `��,o z and cellular DAS systems. �'�FESSLL �O� a i ! 1.70 W 2 P- try• J .t. 1.E0 xy� 0 1.50 - - Ijr co 8 M i 5.._._ (Devlresits*„fnE]ef`^i f't1^.. P"12-1`?7) 1.40 P e" 5 Q _ 130 __ -- _ t Ilio �• .r ,.- .c-'a: -- - �_ ._._. _._.. _ .__ . -- 1 t i I r .�I ttbt 9 i r'r i• III:II 1.20 N ;r% 4x ! # .5 t';it! . ;iut1 li'll(, ; ` I,` :k�. CONFIDENTIAL 1.10 i/ /�� 4'Qi � X� £ 1 "• ER•.•r i ., tY+ ';;` 'y' _ : +let I,TT I. _ THE INFORMATION CONTAINED � i�'r ,. 1'Itltiit' ?1 i1' a� qr • t i•-1 �, i1 HEREIN MAY NOT BE USED OR 1.00 REPRODUCED IN ANY WAY MANNER 0.70 GHr 0.90 1.10 I.30 1 SO 2.70 1.90 2.10 2.30 2.5C 2,70 'Z`; hs WITHOUTBOA RSYSTEM CO. ITTEN I$$tON OF L m O FREQUENCY RANGE(MHZ) 6011-2701)1.91 lz ;. -t- COUPLING(dB) 6.111110/15/20/31 eni FREQUENCY RANGE(MHZ) 6179-27rG MHz INSERTION LOSS(dB) 1.7/0.8/0.510.31 0-7 ri '.1 GAIN LOSS(dB) -3.0/-4,3t-6.6d8i =,' E '•'.'. ;. `.:' sle.�t DIMENSIONS 6.15"x 2.6"x 0-83" l VSWR c1.32 E- -- VSWR t 1.3 77 ink COUPLING FLATNESS / Brie ° CONNECTORc- t6 rn + C MAX POWER 20ai"f 'z '. I�I ".` `f u'^, W x �'o DIRECTIVITY 2C-24 d9 °_ U o 0 W o c9 � " :�' • tii `::, r,/ IMPEDENCE 50 0 (I?�ViCe-c° " f a = v I Z CONNECTOR Mtn--• '- {,,n,;a;., 'r 111`l.'n I+r70t 1 13DA F'03 0�27) PI rcala9� ----- Z �� . .: ENVIRONMENT Irr!nnrJO?,t��nr puJ o a O MAX POWER 200:"! Y w Li o _,, " _ .". HUMIDITY Up to i0C"� W o to IMPEDENCE 5l1 fl N t- _ ¢ c_o Fs 2 WAY MODEL BDA-PL712.0627 r.+ W ENVIRONMENT 11`117110R011 2 Q Z g� HUMIDITY Up to 1 nr,% DIMENSIONS 3.7"x 3.6"x.8" o u 3 WAY MODEL FDA-PD3-C677 y, _ € 6d_.__ ODEL 86�. r .'rr.rc nr^.r ) N Z _ ___- __ I DIMENSIONS 4.5"x 3.5'x 1.0" LL0 f 10dBMODEL B'3 ., T` ',=_�7 1 i Cr Z V a � _ 4 WAY MODEL rPA-PO4-0527 f a cc ? Itd 15dB MODEL E'>�_;;;:;5 r,: 3 1 : ,,t W LL" N J _ i s DIMENSIONS 4.5"x 4.5"x 1.0" 1 obz 8; 20dBMODEI fr .. ,77 MATERIALS Cast Alumirum I(nt.sing X LW, g 30de MODEL C r, f'" ^ + FINISH I» . . Click the following link(or enter part number in"SEARCH"on website)to obtaii additional part information including price,inventory and certifications: N 54 E.:ctres:�,is Pew fer Caa,i,.g . t .,F 1 •J. r +�. 3 TSX-NFF RFV 1 3!li�2020,ern,"e Elecronics,Irc PolyPhasei is a regisiered trademark of Infin to Electronics.Inc 5 TSX-Nrr Rry 1 3 I E:'7070 inrr M rlrrttrn,ex,ter:.Pr*lPlasnr is a nagNtnrrd tmrirmark of Infinite rinr3mnins,Inc +1 800 882 9110 I +1 800 882 9110 1 PolyPhaser.corn rOA Systems Co.9500 HVI 12 ST 95 Dorai,FL 33172(Tel.(855)756-0225 r11.k 3ys+,ems Co.9500 Nd1312 ST P5 Doril,FL 33172(Tei.(855)756-0225 (i1:ry"nice shown t:1 iftt#EDd P34 C527) QGo Designed and ennlr:eercd in titi:lml,norida USA. For more 10orrrmlon,Please visit v ww.rt?^SystemsCo.corl D-'ri Incd and en3`noered in liflnml,Floritl3 USA. For more in#ormatinr,p".ran A visit 1�vnrr.E3DA.Syst^msCo.certt � o a A �" ¢/e pd� [1�" -t� �'g e"- �.+,..,-, ,P -.. r. Laird' -'`.�•^..,,.,.. <-`"•t_t r". r :-ic:.". o k 1 €� L(1. r„f-�a T��iM�. naile� �•I����)s�l,. Directional Yagix'Antenna IXL-EYN-H2P - � �' : _ Jumper Cables _ � U H F 4 5 4 7 5 H z Smart Technology.Delivered. 134-176/341) Apra° LT r Directional Panel • VHF omni Antenna cowering 134-175/340-570/617-960MHz s (Sho'm t.?+?!el rU^�-Ra12 i) . > �" '' #PGO0061851 (VHF/UHF/700/800 Public Safety) �� 'W>-a..� Antenna • Low-profile and suitable for indoor application • Compact and cost-effective design S Y S T E M S C 0. SYSTEMS Co MODEL. BQ -UV -1[� (POIC) .r _ e ",- r• 'i :.f i.,�l,'`i i; .i':, :ta, ,-. r �' p � �'r•; + -'„ �- ,a• > =l-. .,, �l' -•• r ,, ;, r,r'P•',r «,g R 1" Q� L• -U Ld Laird's premium series Directional Yagi antennas are fully gold anodized for corrosion resistance. laf'r.r 1-it'r1f 5rpc'c3 tt'trfinJ _-_ a r / '- m Our engineering staff has also optimized the product family for forward gain by computer Product Model IXL•EYN-H2P RG402 coax cable by BDA Systems is a premium Panel analysis and then field-tested each for conformance. Frequency(MHz) 134-176 340-570 617-960 PublicSae Gain(d8i).Typical - - - -0.5 - --� - 1.2 3.5 low loss& low pim flexible design with a 50 Ohm - - --- Polarization Horizontal impedance. Standard UV resistant outer jacket. Directional UHF indoor and outdoor panel antenna provides - t " All i '~' ''°''+, Beamwidth Horizontal(') 350 .( Eve Yagi is tuned on a network analyzer • Point to paint directional and multiple , VSWR.Typical 1.8 1.8 1.5 focused signal radiation for UHF Public Safety bands. -_-- _ .. ._ for best power match and lowest VSWR. point m"lidirect nal outdoor antenna Average Power,max(W) `-o ; t p t to o io s Impedance(ohm) 50 , Wet. -��` • All Yagi antennas ship complete with a high applications used by private organizations and government agencies i-' quality cast aluminum mounting kit that B g ncies around the globe. includes stainless steel hardware and allows • Mechanical S d Jcation Environment&Compliance '; ((( ��� . �,( � y ;� • Typical applications include transportation such W Dimension Diameter,height(in/mm) 15.1604.09x0.06/385.Ox358.Oxl.6 Application Indoor t I tl l';livl.,'I vertical or horizontal orientation during as railroad switching,remote locations LiJ Weight(lb-/kg) 1.17/0.53 operating Temperature -55'Cto+70'C I t installation.(VHF models require light reporting examples that include oil fields and T g ( b -P Ills l'lli:' t' ..L. Shipping Wet ht Ib./kg) - 1.81/0.82 _-- -RoHS Compliant Facto installed connectors and heat '' ' assembly) heather conditions and meter data ShippingDimens,on(in/min) 15.94x14.96x1.77/405.Ox380.Ox45.0 Relative Humidity Up to 9596 7- -- Factory• ikw,i liU',t twl • Available in gold or black(B)anodized finish transmissions for utilities. Material&color White Environment IP-sa" shrinks protect the inner copper conductor from MounNag/ConrlectortyPe Celt Mount,N-female :.�-- .; ,C�tt �: ; {; l r-------._.-- -- ------..-..__..-- .- -----__.-__--_ �.,--,.,r,_.,.._,_-_._____.__...._-__-____,._.__. . damage and improves performance. MECHANICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS "Note:Recommended for indoor application and the antenna can be used"outdoor garage rated". Material Aluminum Frequency Range 15 O 0-174 MI Iz _ *Note:Not recommended for use with metal J boxes. Plastic or fiberglass J boxes are acceptable {'ti{' i l' i'i i i4' r8 P t length 41-1/2" Frequency Bandwidth 3 MHz typical All jumper cables have an N-male to N-male connector - " 4 ! ( Height 3'1-1/4• vs%VR <2:1 LENGTH Ct�t.Cat, i'.�(���.L #- _ configuration. < _....__-._____•.._.w._......-_..�..,-. - - ..,_ g _ _. `* Boom Diameter 7/8" Return Loss -lOdBmax , ` -Horizontal -vertical FREQUENCY RANGE(MHZ) 4ir-475 E.11Iz weight 4 lbs Nominal Gain 7.1 d8d v CABLETYPE NAME RG z n2 12"(1 ft) BLACK BDA-RGI2-NMNM-B GAIN(PER BAND) 9 d`ii - Ratrd Wind Velocity ISO mph(741 kph) Front to Rark Ratin 170 LL Rated wind Velocity 80 moh(130 krh) Maximum Power 300 W IMPEDANCE 50 C"1m _ --- ____-. ___ _ TYPE Dircrtinnal -- - _ (with 0-S"radi it ire) �'� 1 5 ) BLACK BDA RG18 NMNM B - \ FLEX TYPE F I $" �} t, 1. ft BEAM WIDTH 6D' ( Fquivalrn•Flat Area 0 504 s ft, - J -Pwizat nnped _ St50__ .. k , , ', '� - -. - ------ -------- -- --_-- -- -- - -- --- - -- -- - - - r .. '» - -. .- -q---- VrrHcalorHorimntal . . . • once a e one Pattern Irec-icnal ' - --- 24 2h BLACK BDA-RG24-NMNM-B - - - - - - ,';;- Pattern f JACKET DIAMETER 0 195 in � ) POLARIZATION flnri7n*1tal/L'nrtical # c P m D .a'• f JACKETMATERIAL rvc CONNECTOR _ Termination N-Femalr-connector Horizontal eeamwidth 78- v , �_•,� t ` (for Horizontal Polarization} L.f1 M PI-FPm�9� a` Colr,- C,old or Rhrk Anndirrd M fS i 1 36 BLACK BDA RG36 NMNM 6 FLUSH MOUNTING 4 Screvfs mill iir Int'itt"i`.`ti) 1 I t f- - �,✓ I j i + rt, y NO OF SHIELDS /3 ft)\ I l W i re• �d - \ J + ';~ Lightning estcrlARH35 NN Vertical R m 4• � > � { s FLU (Tr 1 -i;-. or Lightning P < :, 1 ;L a ,- - _ - , � •`-- `I ;I .. y Y ;,,.: t -?. ,• g B ProtectionArr 0• ca wid.h 7 7 t }i FREQUENCY MAX 2r30D F.9ifz POLE MOUNT 2-3/4'Paax E1' ,t• (Sold Separately) (Far Vertical Polarization) �r -- ,• •a t Disr1•trr !' r re-i Heavy-Duty Ling i Moun U1J Moum Included ditty cat al.iminum Turing ee , OPERATING TEMPERATURE -40 TO+rITIC IMPEDENCE 50 Oh^a t Kit Included ing In Heavy ,ry g s n,tting cn,rt ----.-_---- bracket accomodates ua to c LL"" W Z Transmitting/Rccei,dng Roth CENTER CONDUCTOR TYPE _ SOLID - -__-- - 12"(1 ft) RED BDA-RGi 2-NMNM-R PiM <153 7/8"mast G LLi r s,m,a3unn F ) 19 CONDUCTOR(;10 STRANDS VSWR 1 2.1 �'t. •J• ;'L W INNER `' q1 MINIMUM BEND RADIUS 0,787 in '18" (1.5ft) P BDA RG18 NMNM R MAX POWER 150 911 , ' o Q COAXTYPE Coax GROUND PC •.- p °- Q U 134MHz 450MHz 800MHz DIELECTRIC rE 24" 2ft RFD BDA-RG24-NMNM-R DIMENSIONS 1s-s"x13"xt" u ~ /"1 ------------------------- --- ------ ------- � ,.. � '`'1 W Z to OPERATING VOLTAGE 1901 1rr"r WEIGHT 3 Lb cn, w V 'J 36" 3ft FAD BDA-RG36-NMNM-R i - ' / f VELOCITY OF PROPAGATION Eli ) MATERIALS AsA,Almnimur ''' DRAWN BY: DATE: s NOMINAL CAMPACITANCE 31.9 'ft OPERATING TEMP - -40°to 140°F Normalized to;.1 did'" m,rloafizea to i 1 dBd' F 10 06.05.24 r' (Red is i�refered f;y A!Vs,For Use In Public Safety Ds'�S Irstn l itiors) � WIND VELOCITY RATING 18'1 Mill I ir^ Americas:+1.847 839.6907 ��a� a --------------- ---- - IAS-AmerieasEastSales@lairdtech.eom Vertical-to-VerticalPolafWt:on Horizontal-to-HorizontatPotadzat°on DESIGNED BY: DATE: COLOR Willie Europe:+44.162$.858941 Azimuthal Pattern(Y,Zor E-plane) Azimuthal Pattern(Y,Z,or H-plane) 10 MODEL BDA-U!9r-1A(roli)BnA-1111F-tar,(V",F) IAS-EUSales@lalydtech.com A%T-DS-Y(F01503 0115 ------- --- - -- -- - - -- - -- - ----- y (31,035. : . i nr,r.em.• ..eJma,_o»�,.,�.ir'^+,;.r,.,,,ue• ,>,,,,.._".„•.°:'nie, ;ar:iiz,.,'4a'us',.,n„ri,�' ear„t",.xt„n tr,r<,•.n.nra,,,.::,q t,,„,.nN,t,,••..a r"nn..,ir t Ma a,r.,.,•ti.rn,.anr,„.,•a-,,.,m„M,:,n",t„x,.r,n;.,.v..n«..,,,.m,.a,.o,,n,r.;.,,.ni,�,.,�r,.�.,,.,::,,. ',- - n;oro dtoYrt AP PROVED BY DATEAsia:+86.21.5855.0827.127 .•a " b,.,ra•:na IAS-AsiaSales@lairdtech.com DS-Control Comba minc.SfRGihraltavDfilP Milrita< CA 95O 5.hi Pare l o/2 ream,i.:"a.rcot. mmr th, ,n _tP Tec`nina1Antenna.R P14r12ST#5LoraI,F L331721Te1.305-471-4507 BJAS strrs Co.95C�trru,r12 ST Yr Dorll,FL 33172ITei.(5Fr)756-0225 rrm,a, wnrm,:•inrnie,-n,rtn.ra in::iacl araenam 1-0-0/1222 Tel:+14G8 525 01f),comnauacomhatrlrcom,crnn-Fax:+1403 5260:81 Www.lairdtech.com ,�,, r<;.n ,1,Of:.;an� ,;;^;-,d,m d hMl «,r<tt„t 'r(-:n,!^.Ir.rr,n,. ,th';c nut, t ar " f-r, :ir„r�� randnr� For more information, t1�a^C DCsI r,Pd and rnnlrrcrcd in t1ai1r ilotie.i USA. ror trore irfofir7!')rr,rl?'i15e visit wv,, ,.rT)AFystrmsCo,cO* Witr":nr PROJECT NUMBER: D,nc'!7nd znd - inerred 1 ta, F: il USA SHEETTITLE: SPECIFICATION SHEET NUMBER: DAS. 16 TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 7654802 Fax (631) 765-9502 https://www.soutlioldtownny.ov FIRE PROTECTION r PERMIT Date Received APPLICATION For Office Use Only PERMIT NO. b Building Inspectq7or: ® I(jr IC If IY/ Applications and.Fforrns must be filled out in their entirety.lxiconaplete JAN 161.0 Z?� applieatinns willin�t be accepted:WORK IS NOT,TtQ'BE.STARTED"prior _ to.the;approval of pC ris ucl issuance of a,per �ISUI OFF®MOLD Has a building permit been obtained for this project? 9 Yes ❑No If yes,building permit# 47632 Date:12/28/22 'PROJECT IN4**ION: p. Project Address:65 Commerce Dr. SCTM# 1000-096/01/001.3 . _. . City:Cutchogue, Zip:11935 CONTACT 1'ERSQN:IlYFQR1YlATIC?N: F Name:Richard White Mailing Address: 112 Parkway Dr. South Hauppauge, NY 11788 Phonc#:631-338-8984 Email:rwhite@millbrookfire rote,ction com Preferred contact method(select one): ❑Phone (]Email ONTRACTO?It.>CN,F,O.I2MATIQN: Name:Richard White Contractor License#: Mailing Address:112. Parkway Dr. South Hauppauge, NY 1178.8 Phone#:631-338-8984 Email:rwhite@millbrookfireprotection.com SCQII?EgQF WOW6 Occupancy Description: ❑Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑'Residential ® Storage Description of Work: ® New System ❑ Existing System Modification ............ ....... ............. ... ...................._.._..._. .........................._._..._.,.......... _ .. ...__...... Sprinkler I,Standpipe I Water.Supply Fire Alarm 1.00 Detection Systems =Other Fire Protection Systems (Check'all that app1Y)' (Check all that apply)" .; : ` ; : (Check:all that apply) NFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: 476 ❑Central Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): ...... 1 sa"p. •>^ :;:.is. ,, F, r'...y�... ..i„a., C.,,.: tlersigued;n6nd6rstand that the issuance of a.permI T""the type'whin}i�herein a�iplkd Faris based oat, the agreement to ca nCorni>ta all reguiution'nfnd=requirements:l'fur'tiier.nnderstand9tliak non-.cpmplianee of said reciulrvn enis;by riiyaelf ur any affi era V, employee ofthe=Pwrin:or.iridividnal listed as the apphGant on this fprin;'shaii:be cal►se Par revocation,66f id permit.Upon revuaatlon,aGiid permit the <: appiicant;or anyaemployee of the,at, ut;shaii hW hili&4`61coisduct such work Por which this permit rvas•issued The reisiyap¢e of,a perinrit'shail.be r;,,„° ., basso upon.ra►lcw pf the circamstanees Ieadrag tQ iiie reviiea4an.Aay false statemeut(s)made herein are•punishable as a Mass A.mtsderiteanor pnregaat,A to Sectiutt 23U:4S•pfWe Penal l aw a$W " t ; <: Application Submitted By(print name): Nick Daly RAuthorized Agent ❑Owner Company(if applicable): MITI Broo Fire Protection Applicant Signature: Date: t 2i2ai22 FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). ® FIRE ALARM/C'ARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES i FIRE SPRINKI,E.R SYSTEM SUBM.ITTAi,GUIDELINES i ® FIXED FIRE SIJPPRESSION HOOD& EXHAUS'T SYSTEMS SUBMITTAL CUIDFLINES FEES A$250 pen-nit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. t F;K > iDleff"�tJ P.I.MUSE ONLY . Amount Paid: ; $ Check No. 7� m< . M: r Percnit No.. Date: ' �. Exp,Date: .:- ' 2 PAILL OPOft ME PROIECT^s9M Submittal Index Fire sprinkler check valve Fire sprinkler piping Fire sprinkler valves Hanging,supports, and sleeves Tamper/flow switch Grooved fitting Fire stopping Signage Commercial riser Threaded fittings Thread sealant Cutting oil Sprinkler heads Fire Check Valve The Gruvlok®78FP UL/ULC Listed and FM Approved Check Valve is a compact, cost effective valve, designed for use in grooved-end pipe fire protection systems and related equipment. Valves are to be used in conjunction with grooved pipe and pipe couplings that are listed or approved for fire protection systems. PRESSURE RATING: 2" through 12" 78FP UL/FM Check Valves have a maximum working pressure of 300 PSI (20.7 bar). DESIGN FEATURE: The clapper design produces quick, non-slam closure before flow reversal can occur, providing a leak free sealing of back pressures as low as 1 PSI (0.07 bar) equivalent to 28" water head. Meets FM requirements for anti-water-hammer check valves. c ul%LWDs FM LISTED APPROVED APPLICATIONS: For Listings/Approval Details and Limitations, visit our welislle;at www.anvitinll.com or • Fire Department pumper to sprinkler systems contact an AnvO'Sales Representative. • Public water supplies to automatic sprinkler systems • Fire pump discharges and by-pass • Gravity and pressure tanks INSTALLATION: The 78FP UL/FM Check Valves can be installed vertically or horizontally. In a horizontal installation the Hinge Pin is to be located on top. Proper installation and maintenance should be in accordance to Gruvlok specifications, as well as being in compliance with the applicable standards of the National Fire Protection Association. MATERIAL SPECIFICATIONS BODY: Ductile Iron conforming to ASTM A 536,Grade 65-45-12 COATINGS: Rust inhibiting orange enamel paint on exterior and interior surfaces. Body CLAPPER: 2"-5"Type 304 or 302 stainless steel to ASTM A 167 6"-8"Ductile iron conforming to ASTM A 536,Grade 65-45-12. Spring Clapper CLAPPER FACING: Grade"E"EPDM .. . Assembly 4o°F to 230°F(Service Temperature Range)I 40°C to 110°C) Bushings (2) Recommended for water service,diluted acids,alkaline solutions,oil-free air and many chemical services. Hinge Pin « m-, NOT FOR USE IN PETROLEUM APPLICATIONS. SEAT RING: Type 304 stainless steel to ASTM A 312 Hinge Pin Plug (2) "* Drain SPRING: Type 302 stainless steel to ASTM A 313 Connections HINGE PIN: Type 304 or 302 stainless steel to ASTM A 580 HINGE PIN BUSHINGS: Sintered bronze to ASTM B A38 Seat Ring HINGE PIN PLUGS AND DRAIN PLUGS: Cast iron to ASTM A 126 Class A PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 z WX M.- - Fire Check Valve = AWIL Valve Nominal Dimensions Approx. G Size O.D. A B C D E F G Wt.Ea. t" tn.JDAffmmj ln./mm lmlmm tn./mm ln./mm; I1n°/mm'=lnlrhia 'k..%mm- to 16: 16sIK. tl 2 2.375 61/4 2% 1716 1'A 4'/2 Ri6 41/8 7.5 50 60.3 111 60 36 11 1ill ttt t11 3.4 '4 2'/2 2.875 71/4 2'/16 1'/16 11/4 313/16 35/e 4'/2 10.5 f"'i 13.0 184 61 39 44 96 92 1,14 4.8 Hinge Pin Plug 3 3.500 73/4 25/e 2 11'/16 4'/6 31'/16 4"/16 11.5 Lifting Eyebolt 3.086.9 197 67 51 1 46 103 93 125 5.2 (10"and 12" 4 4.500 8'/0 3'/8 2'/4 21/2 5'/16 41/4 6 13.5 F 100 i 14.3 200 ?F 57 64 118 108 152 6.1 Valves Only) 5 5.563 91/4 3'/2 23/4 2'/16 510/6 45/e 63/4 19.0 1,11.3 243 89 70 61 1,17 117 171 6.6 4- T- 6 6.625 121/4 4'/4 35/6 31/e 6'/4 61/4 81/2 33.5 s)-g s ✓b! (; B 150 168.3 324 108 84 19 159 111 216 15.1 8 8.625 14% 51/6 315/16 4 515/6 8 10'/4 59.0 1/211/ ° 200 219.1 365 128 108 102 150 203 260 26.8 p 10 10.750 18 65/6 41/16 49 6 6% 93/16 12"/16 130.0 NPT E 1/2" NPT ?50 173.1 457 160 '?5 115 17 ?33 31? 5i}.t 12 12.750 21 75/16 6 51/6 71/4 10% 143/4 183.0 300 323.9 533 1fl5 152 lop, 1114 264 375 8110 FLOW DATA: FLOW DATA The approximate friction losses, based on FRICTION C=100 C=120 the Hazen and Williams formula, expressed Valve Size O.D. Sch.10 Sch.30 Sch.40 Sch.10 Sch.30 Sch.40 in equivalent length of pipe is given below. fnjmm ` tri ifti F11/1". ft✓114" F1'/m Fom 'R m",; ";:On The friction losses have been calculated on 2 2.375 10 - 8 14 - 11 the basis of flow rates typically used with 5G 60.3 3.0 - 2.; 4.3 - 3.4 each size valve. 2'/2 2.875 14 - 10 20 - 15 65 73.0 4 3 - 3.0 6.1 - 4.6 ? 8.9 IMPORTANT NOTE: 3 3 11 - 12 7 _ b`0 88.9 5.1 ;.'.7 .J 5.5.2 Check valve life may be shortened and system 4 4.500 17 - 13 23 - 18 damage may occur if check valves are liv 114.3 5.1 - 4.0 7.0 - 5.5 5 5.563 14 - 11 20 - 15 installed too close to a source of unstable flow. 725 141.3 4.3 - 3.4 6.1 4.6 Check valves must be installed at a reasonable 6 6.625 23 - 19 33 - 26 distance away from pumps, elbows, expanders, 't1 168.3 ".n - 5.s 10.1 - 8 8.625 35 32 30 50 45 43 reducers or other similar devices. Sound 200 219.1 10,7 9.8 91 15.1 13.7 13.1 piping practices dictate a minimum of five (5) 10 10.750 28 25 24 40 36 34 times the pipe diameter for general use. ?5ii 273.1 8.5 7.6 73 12.2 11.0 1G.4 12 12.750 31 28 26 44 39 37 Distances between three (3) and five (5) 300 323.9 M 8.1 1.9 13.4 11.9 11.3 diameters are allowable provided the flow - 9 o Friction Loss Series 78FP Check Valve(Water at 65°F) velocity is less than 8 feet per second. Distances 90 - i...................... N less than 3 diameters are not recommended. a a.o .........<............ .: ). ...........................;....1......................,.....1.....F.......... .... . .. e.o a 7.0 Not for use In copper systems. w ..................i..._.......<.......... ..........._1...1........:.... w ¢ 5.0 ...................;....:. i.. f. i 5.0 .............i......... �- 3.0 .........:.....aJ .'J�0 ( J ....e m,�!. ..... ° ..... >,�9. N... 3.0 a ! o: �; .. .. �.. o 2.0 ...... . �..... i i.. 2.0 I .......-€.........:.... : z I....i.... a 11.5 1.0 j a 0.7 ;. l....: z o.s .1.............. ... �....1..._,.........i. .. 9.6 z : ..:............... 0 0.5 0.5 0 z 100 200 300 400 500 700 1000 2000 3000 4000 5000 7000 10000 a FLOW RATE IN GALLONS PER MINUTE(GPM) FP-4.12 3 "gv Aft Ath Aft FM Approved and Fully Listed Sprinkler Pipe Finishes and Coatings Wheatland Tube's Schedule 10 and Schedule All Wheatland black steel fire sprinkler pipe 40 steel fire sprinkler pipe is FM Approved receives a proprietary mill coating to ensure a and UL'I and C-UL Listed. clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This Approvals and Specifications coating allows the pipe to be easily painted, Schedule 10 and Schedule 40 meet or exceed without special preparation. Schedule 10 and the following standards: Schedule 40 can be ordered in black or hot-dip • ASTM A135, Type E, Grade A galvanized, to meet FM/UL requirements for dry (Schedule 10, 1-8 NPS) systems that meet the zinc coating specifications • ASTM A795, Type E, Grade A of ASTM A795 or A53. (Schedule 40, 1-2 NPS) Product Marking • ASTM A53, Type E, Grade B Each length of Wheatland fire sprinkler (Schedule 40, 2-8 NPS) pipe is continuously stenciled to show • ASTM A53, Type F, Grade A the manufacturer, type of pipe, grade, size (Schedule 40, 1-4 NPS) and length. Bar coding is acceptable as a • NFPA"13 and NFPA 14 supplementary identification method. Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK ❑ HOT-DIP GALVANIZED 700 Slo uth= sick Street "Ir£tq a=whe tla3 tl.ewm Sh i„7 PA 16146 wheatland,c om � 3�� P 800,25759132 ra low us on T+w tter. � � eatla' ndT666 i AAIYISX7N'OFZEXELNA INDUSTRIES. . e4LNI)PatInnrl Ti;he tjis'fl k A SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H2O FILLED PCS./LIFT 21' 24' 25' UL ::. . -7777 t' in., t f' mm` �mm•' -•�;- Ibs.� mm Ibs. ;ibs: '.i� 'Ibs `�:j: °.ibs.F�•9- 'CRR' �' Y 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 1'/4 1.660 ` 42.2 1.442 36.6 0.109 '2:77' 1.807" 2.514, 61 2315. :'`'2645 2756 7.3 1'M. 1.900 48.3 1.682 42.7 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 2, 2.375 '60.3 ::2.157 54.8 ;. 0.709 2.77- 2.640 4,222 37 2051" ` 2344` 2442, ,,;.'`.4,7. 2'/2 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 3.5 3 3:500 88.9 3.2607,`4" 82.8 0.120 3.05 4.336 ..7.949.._:., ..19,. :.1..:17,30,: :;. _ 1977 20601 2.6 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 5 5.563 '141.3 '5.295' ;`='134,5 0.134 3:40,' ', 7.780, _ 17.309`.}, 13; , T 2124, 6 6.625 168.3 6.357 161.5 0.134 3.40 9.298 23.038 10 1953 2232 2325 1.0 •8 8.625 219.1 8.249 •E: 209:5 Q:18$: 4JS 16:960 40.086 =" 7;''." ' 2493 2849. ;i : 2968-:,., 2.1'. SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H2O FILLED PCS./LIFT 21' 24' 25' UL 'y&r;-7:mm., mtri Ibs: Iris:' "fP las_°>> i; "ib ia. � mm 'MI 'yin: r✓�• j i �- W 16s.�" -s.".-y; CRR•; 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 '1.660,. 42.2;,. ' 1.380, .35.1 0.14,0. .. 3.56 : 2,27 2.922.,: '51 '2431 ';' 277,8 . -2894 ;: 1.000 1'/2 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 2 . 2.375, 60.3, Z067 52.5 :0.154 3.91 3.66 5.109 ry;' 24 1845 - " 2108_ 2196 ;.;; 1,000 ., 2'/2 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2764 2900 1.000 3 '• ;, 3.500 88.9 3.068. 77.9,, 0,216 5.49 7.58 . 10.783' 13 2069 ; 2365 2464 1 000. 31/2 4.000 101.6 3.548 90.1 0,226 5.74 9.12 13.400 10 1915 2189 2280 1.000 4 4.560 - ':'114,3 4.026 102.'3. ; ' 0.237 6.02 ,16.80 16,31-1 • 10 2268, '2592 27W 1.000 ' 5 5.563 141.3 5.047 158.2 0.258 6.55 14.63 23.262 7 2151 2458 2560 1.000 • 154'.1 0:28"0 7.11 .; 18.99.' 31:498 ;;" r "5 :` 19,94 2279 '" ,237 6 6.625 '; 168.3 6:065 4 .-1.000= 8•' 8.625 219.1 7.981 202.7 0.322 8.18 28.58 50.240 5 3001 3430 3573 1.000 _ _.... ..._................ .._ ...._. .__._.,.... .... .. .........._..................... .......... .......... ...............,..... .... . ... _................_ .... ......_ . Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY.The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). 8 NPS Schedule 40 is FM Approved but not UL Listed. UL C UL FM APPROVED W�50311 ICJ 00 south bocl StreetnPc};zzst•^he>a l'arxi-cam" g� " 5E�aran,r/l 7ti146 Wi7e�ttanc9`tir3;,. Wh"ItlanTube F•'800.257.81$2 -s, t"c 1i<NN 4f9.Ofl Twitter: A DIVlSfON,OF 7EKEi.MAN INDVSiklES owk.1 ®• Submittallufio 40, IVY /1 FM Approved and Fully Listed Sprinkler Pipe WEIGHTS AND DIMENSIONS CHART Wheatland's A53 Schedule 40 steel fire sprinkler pipe is UL1 Listed and FM Approved,sizes 1-6 NIPS,for use in fire NOM.OD NOMINAL WT./FT. WT./LBS. sprinkler pipe applications,and is suitable for welding, NPs INCHES WALL HZO FILLED FT. threading and grooving.8 NPS Schedule 40 is FM Approved 1` '" 1.315',„` Or133. 2.052`., 1.68 but not UL Listed. ;.. 1% 1.660 0.140 2.919 2.27 Approvals and Specifications 11/2.` 1.900 0.145 3.601 2.72'•;; The product meets or exceeds the following standards: 2 2.375 0.154 5.109 3.66 • ASTM A53,Type F,Grade A,1-4" z+h 2:875w 01203F;' 7877 9,80 • ASTM A53,Ty pe E,Grade B,2-8" 3 3.500 0.216 10.783 7.58 • ASME B36.10M 4 `' 4:500 0'.237.' " 16.311 10.88- • Federal Specification WW-P-404 5 5.563 0.258 23.262 14.63 Manufacturing Protocols 6^ 6:625^. a.0.2RO ;; 31.498, " 18.99' v The weld seam of Wheatland's A53 ERW Grade B is heat- 8• 8.625 0.322 50.210 28.58 treated after welding to 1,400'F;we slowly cool the steel in order to toughen it and reduce its brittleness.Our products BNPSSchedu/e40isFMApprovedbutnofULListed. are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. UL C UL FM Wheatland's SureThread'"standard steel pipe is hot-formed APPROVED and heated during tube formation—not just the edges.As to clean the contact surface.MIC SHIELD coating thereafter the coiled steel reaches 2,450°F,rollers bend the steel into a adheres to the pipe wall,serving as a protective coating that cylindrical shape,and the pressure and heat fuse the edges guards against contamination by impeding the attachment together.There are no flash forms in this process,allowing for of microbes to the pipe wall.This limits the opportunities for a continuous weld.It all adds up to an extremely strong yet corrosion from microbiological organisms in the water supply easily machinable pipe.Our 1-4"SureThread product is a full- bodied annealed product. when the sprinkler pipe is initially installed.The integrity and benefits of this protection can be preserved through a Finishes and Coatings combination of additional and routine treatment options The average weight of zinc coating shall not be less than 1.8 outlined in NFPA 13.MIC SHIELD coating is available for ounces per square foot of surface(inside and outside).When Wheatland black steel pipe,sizes 1-6"and 8"upon request. galvanized pipe is bent or otherwise fabricated to a degree Product Marking that causes zinc coating to stretch or compress beyond the Each length of Wheatland fire sprinkler pipe is continuously limit of elasticity,some flaking of the coating may occur. stenciled to show the manufacturer,type of pipe,e,grade,size Wheatland's MIC SHIELD'"antimicrobial coating,when initially and length.Bar coding is acceptable as a supplementary applied to the inner wall of the pipe,acts as a sanitizing agent identification method. SUBMITTAL ® ' PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: WFS-031820 ' .,' . , ,.700"South Dock Street E S: info'@%viheatland com k Shar6l7,:PA16146 wheatland.com Tube /, P 800,257.8182 Follow us•on Twitter A DIVIS10k OF.ZEXELMAN WDUSTR1ES' ... F:774.346J266 .--- ;2iaWhc?atlandTuhP - - ..- _ FIRE VALVES ® Size:2 112 Through 8 0 Max.Test Pressure:600 psi(43.0 Bars) Q Working Pressure:300 psi(21.5 Bars) 91 Working Tempture:25OF(120'C) Factory installed UL Approved Tampered Switch for Indoor and Outdoor Use Trademark:Global Safety Products,Inc. DESCRIPTION GROOVED END BUTTERFLY VALVE <A:�]PERi>ED E 2 OF C G 2-TAMPER RESISTANT FASTENER F— �3613 A ` [7,�Z440-tRIAC, Body Ductile Iron, EPDM Encapsulated D Z —Al'rBlonz6i Ni-Cr,Plated,. Stem Stainless Steel, Hardened&Tempered qgsing, Qqqt�ile,IrQ nJAPTMk!5W- Hand Wheel Ductile Iron(ASTM A-536) 77 M'ITEWCODE L",—A, 2-1/2- —UFP025 4.13" 3..80" 6..6 1 2 88," 5,39' 4,92" 1 -3.8 4; :&;- , , , ;; -- 4 0" .92 4" UFP027 5.71 4.54" 6.61 4.50' 6.97" 4.92" t UFP029 8.03" 5,801, 8.19" 8.62" 9.29" 8.86" 0.951, Q-i M A Piping Products (800)999-2550 sigmapipingproducts.com VALVES & AWIL onr 1:1 FIG. 16IN LF & El FIG,, 1615 LIF Lead Free* Brass Ball Valves is Lead Free*Brass Ball Valve—NPT Lead Free*Brass Ball Valve—Solder 161N LF '/4"-4"Full Port 1615 LF '/?."-3"Full Port Connection:ANSI B 1.201-Female/Female Connection:ANSI B 1618-Solder Ends (UD <e> ccplu�s Fi 7 ` -�O ONS.� • Low Cost,Lead Free*,Ball Valve Solution BODY:Brass CW 510L END CONNECTION:Brass CW 510L • Pressure Rating:600psi WOG-150psi WSP BALL:('/4"-2")Brass CW SIOL—Chrome Plated;(21/,"-4!')Steel-Chrome Plated • Temperature Rating:366° F STEM:Brass CW 510L • Blow Out Proof Stem HANDLE Steel BALL SEAT:P.T.F.E. • Chrome Plated Brass Ball THRUST WASHER:PTF.E. • P.T.F.E.Seats&Double O-Ring Stem Packing O-RING:NBR&FKM NUT.Steel 'Lead free refers to the vietted suface of pipe,fifings and fixtures In potable water systems that have AVAILABLE OPTIONS a weighted average lead content=0.25%.Source:California Health&Safety Code(116875).Vermont Lever Handle,Lock Device,Memory Stop,Stem Extension,and"T"Handle Act 193. PROJECT INFORMATION APPROVAL STAMP Project: LjApproved Address: E]Approved as noted Contractor: EJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: GL-7.16 ANVIL I Y. Lead Free* Brass Ball Valves R PtIMENSIONS Valve Approx. Size OP OH L h R Cv WOG W SP Code Wt.Ea. 1/4 0.39 0.90 2.02 1.65 3.86 6.29 600 150 0.33 8 99 219 5'1.3 41.9 98.0 0.15 % 0.39 0.90 2.02 1.65 3.86 6.99 600 150 0.30 J 10 9.9 22.9 51.3 41,9 98.0 r.14 1/2 0.55 1 1.18 2.22 1.69 3,78 19.00 600 150 0.42 15 14,0 30.0 56.4 429 96,0 0.19 3/4 0.75 1.42 2.46 2.22 4.76 34.50 600 150 0.71 20 191 36.1 62.5 5 6.4 120.9 0.32 L 161 N LF 1 0.94 1.71 3.01 2.32 4.76 50.18 600 150 0.99 FULL 25 _aL 43,4 76.5 51°,9 120.9 0,45 PORT 11/4 1.19 2.09 3.37 2.85 5.94 103.70 600 150 1.74 'Q 30,2 5.11 85.6 74.4 150.9 0,119 Lead free refers to the wetted suface of pipe,fitings and fixtures in potable water systems that have THREADED 1 1h 1.50 2.56 3.70 3.09 5.94 268.40 600 -15-0 2.45 a weighted average lead content=0.25%.Source:California Health&Safety Code(116875).Vermont END .40 38.1 65.0 994.0 78,5 IE(O 1.71 Act 193. 2 1.95 3.39 4.33 3.70 309.20 600 150 6.30 4.85 50 49.5 86,1 1110.0 94,t) 1("'0.11� 210 21/2 2.44 4.09 5.16 4.59 8.07 624.00 600 150 8.22 65 62t1 1039 131.1 116.6 205.0 3.73 3 2.99 4.96 5.94 4.98 8.07 1,009.00 600 1501 13.07 80 7.5.9 126.0 150.9 126.5 205.0 1 5.93 4 3.94 6.54 7.60 6.54 10.31 1,622.00 600 150 27.34 100 101M, 166.1 193.0 106.1 261.9 12.40 1/2 0.55 1.22 2.19 1.77 3.78 18.90 600 150 0.39 14,0 31.0 55-6 45.0 96.0 0,18 114 0.75 1.46 2.78 2.22 4.76 34.22 600 150 0.63 10 19.1 37.1 70.6 56.4 120.9 0.29 1 1 0.94 1.76 3.37 2.32 4.76 49.88 600 150 0.95 1615 LF 25 24.0 4.1.7 85.6 58,9 120.9 0.43 FULL 11/4 1.19 2.11 3.86 2.85 5.94 103.00 600 150 1.79 PORT 32 .30.2 53.6 98.0 72.4 150.9 1 0.8i 11/2 1.50 2.64 4.48 3.09 5.94 307.00 6001 150 2.58 SOLDERED 40 38A 67.I I-,a 8 76.5 1150.9 1.17 END 2 1.95 3.39 5.33 3.70 6.30 307.00 600 150 5.03 .50 4.9,5 86,1 13E.4 94.0 I60.0 2.28 21/2 2.44 4.09 6.14 4.59 8.07 622.00 600 150 8.80 65 62.0 103.59 156.0 1166 20.0 3,99 3 2.99 4.96 7.17 4.98 8.07 1,005.00 600 150 12.87 30 75.9 126.0 1821 126.5 205.0 5.84 GL-7.16 BEAM CLAMPS Universal C-type Clamp (Standard Throat) Size Range:3/6"and 2" Material: Ductile iron,hardened steel cup point set screw and locknut. Finish:❑Plain or❑Galvanized I Service: Recommended for use under roof installations with barjoist type construction, IIII it or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange does not exceed%/a': Approvals: Complies with Federal Specification A-A-1192A(Type 19&23) WW-H-171-E(Type 2.3,1ANSI/MSS SP-69 and MSS SP-58(Type 19&23). UL,ULC Listed and FM Approved. How to size: Size of clamp is determined by size of rod to be used. Installation: Follow recommended set screw torque values per MSS-SP-69 .% (See table on page 233) Features: • They may be attached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup-pointed Set Screw tightened against the flange. c UL uS Fm A Jam Nut is provided for tightening the jSet Screw against the Body Casting. LISTED APPROVED • Thru tapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. Ordering: Specify rod size,figure number,name of clamp and finish. �H +- AT LEAST ONE G I i RAL THREAD OF ROD MUST j BE EXPOSED D BODY CASTING I I E JAM-NUT =;�-A =i SET SCREW •-V- FIG. 92: LOAD (LBS) * WEIGHT (LBS) ®DIM ENSIO NS (IN) • TORQU E (IN-LBS) Rod Size Set Screw Torque Max Loads ■ A Size Value Top Bottom Weight C D E IF G H % % 60 500 250 0.34 15/16 1'/16 9/16 13�16 % 1/2 % 125 950 760 0.63 1% 113/16 1/2 11/6 7/6 23/32 ■Maximum temperature of 450°F PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: [�Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: RING HANGERS 6JA AWIL Fig. Split Pipe Ring 77�........... i...._:....:..._:a:.;,, ..,.,. ate:...:_. —.�.....•..i,,,,,,, ,,,,,,,n,,... _......:.w.:m.s .a�M'.weW.�..�_...'.,,:_'_was.',,,�,':... .,n..rz'...�'k:'<...:.%::<:x....a.,..._.....................,..,.....,..,,...e�.�s,R¢,.aa....a............d.�.....ww......_..»...,.. Size Range:'/a"through 8" Material:Malleable iron Finish:Plain Service:Recommended for suspension of non-insulated stationary pipe lines or conduit.May be used with rod socket Fig.11OR or turnbuckle adjuster Fig.114. Maximum Temperature:450°F Approvals:Complies with Federal Specification A-A-1192A(Type 11) WW-H-777-E(Type•77),ANSI/MSS SP-69 and MSS SP-58(Type 11). Features: • Permits installation before or after pipe is in place. • Provides economical installation. • Permits use of universally adaptable parts. Ordering:Specify pipe size,figure number,name. FIGURE DIMENSIONS (IN) ® LOADS (LBS) • WEIGHT(LBS) c Pipe Size Max Load Weight C Bolt Size '` \ 3/8 0.06 3/4 #10 x'/8 200 1/2 0.09 1 5/6 1� 'A 0.11 11/8 1 0.13 1 1 1/4 x 1 /a `- .. -'''. 11/4 300 0.18 19/6 O 11/2 0.26 1"A6 2 0.33 2I/s 21/2 0.44 21/4 1/4 x 11/4 3 450 0.63 23/4 31/z 0.81 3% 4 520 0.97 3% %x 2 5 1.50 41/2 6 1,300 2.60 5'/6 1/z x 2 8 1,800 5.20 63/8 PROJECTiSTAMP Project: ❑Approved Address: []Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-11.11 RING HANGERS ANVIL (�)---------- Fig, 69 (Formerly Afcon Fig.300) Adjustable Swivel Ring,Tapped Per NFPA Standards Size Range:'/2"through 8" Material:Carbon steel Finish:Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated. Service:Recommended for suspension of non-insulated stationary pipe line. Maximum Temperature:450°F Approvals:Complies with Federal Specification A-A-1192A(Type 10), WW-H-777-E(Type 70), and ANSI/MSS SP-58(Type 10).UL Listed and FM Approved(Sizes 3/4"-8"). Features: • '/2"-2"sizes designed for use with steel and CPVC piping and manufactured with FBC System Compatible oil. • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the'/2"through 6"sizes.The capture is permanent in the bottom portion of the band,allowing the hanger to be opened during installation if desired,but not allowing the nut to fail completely out. '/2"through 2"Size Ordering:Specify size,figure number and name. A Rounded Edge Design Non-captured nut also available upon request. AID J A C&S <S> F LISTED APPROVED F F B B C C G G G '/2"through V pipe 1'/4"through 2"pipe 2'/2"through 8"pipe FIG. 69: DIMENSIONS (IN) e LOADS (LBS) a WEIGHT(LBS) Pipe Size Max Load Weight Rod Size B C F G A Width 1/2 0.10 21/8 2 1,/16 'A 0.10 21/4 11/8 15/16 1 010 21/,G 1'1/16 1 5/8 1114 300 0.10 2% 1'A 1/8 11/2 0.10 % 21/4 11/8 2 0.11 31/4 2% 11/8 1 21/2 525 0.20 4 21/4 11/16 3 0.20 31316 21'/16 1'/16 4 650 0.30 41 1/16 31'/16 — 5 0.54 55/1, 1 41/8 1'/16 3/4 2/z"through 8"Size — 6 1,000 0.65 1/2 611/16 1 59/16 21/4 8 1 1.00 8'/16 1 71/16 1 37/4 PROJECT INFORMATION APPROVAL STAMP Project: []Approved Address: [—]Approved as noted Contractor: E]Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 F ',3 )(6.--93(r •F '631)4.9l-OFS),'•V/WW.ITPfd '.•' q yy AA E:'>,,p��y.'��uu1�nJB�%P g�0ppn6ga'8 F%p•i : d h2e.t7t'ic� 3 cerVic6:: Split"sleeves are f.!r„ished"in"aIj ameters and,length •b, i N(,te: � I'sth(a e> .. . ., Fw. ... ... ... % WIDTH vras rR � •df' M 4 N� � ,il � r � �, � 1� �' ® 6 P>.iRi4 yya a�YYk£4Y• (6 mmmr�>a m.,awmmmmeams mwr� ���� .•E p. _ "' R� M�r��{i,�dw 4A�I'keAF;tii C$ w rw rw ,p�tp�p �„g�,��� F w _ ww .. . n w .w .wu+wvmww m wA wwnrone`uwe cw wr , RODS & EYE RODS 04AWIL , Figo 146 (Formerly Afcon Fig. 650) Continuous Threade Rod Size Range:'/4"through 1'/2"Stocked in six,ten,and twelve foot lengths.Other even foot lengths can be furnished to order. Material:Carbon steel or Stainless Steel Gr 304 Threads:National Coarse(USS),rod threaded complete length. Finish:E]Plain or[-]Zinc Plated(Hot-Dip Galvanized optional) Maximum Temperature:Zinc Plated 450°F,Stainless Steel 650°F Approvals:Complies with MSS SP-58. Ordering:Specify rod diameter and length,figure number, name and finish. Note:The acceptability of galvanized coatings at temperatures above 450T is at the discretion of the end user. FIG. 146: DIMENSIONS(IN)A LOADS(LBS)•WEIGHTS(LBS) Rod Size Threads Max Load Weight A per Inch 650° F per Ft. Length 1/4 20 240 0.12 I---- -------------- 1/8 16 730 0.30 2 13 1,350 0.53 % 11 2,160 0.84 A 3/4 10 3,230 1.20 1/8 9 4,480 1.70 1 8 5,900 2.30 11/4 7 9,500 3.60 1 11/2 6 13,800 5.10 PROJECT INFORMATION APPROVAL STAMP Project: []Approved Address: []Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 ) Z .-.-•-�. IL: ROD COUPLINGS AND TURNBUCKLES ❑Fig, 135 and 1351": Straight with Sight-Hole Rod Coupling ❑ Fig, 135Eee Straight Less Sight-Hole ❑ Fig. 135R'O& Reducing Size Range:l/d'through 1" b Material:Carbon steel a Finish:❑Fig.135 and 135i:Plain;❑Fig.135E Zinc Plated and❑Fig.135R Zinc Plated " Service:For connecting rods to accommodate up to 1"diameter and support up to 5,900 pounds. Ordering:Specify rod size,figure number and name. FIG 135,1351,135E,13SIR: DIMENSIONS(IN) ®LOADS(LBS)a WEIGHTS(LBS) Rod Size A I Max Load I Weight D L Fig. 135&135i:Straight With Sight-Hole 3A 730 0.09 9/6 11/a 1/2 1,350 0.12 3/4 11/2 5/8 2,160 0.24 15/6 11/8 3/4 3,230 0.42 1Ya 21/4 7/8 4,480 0.66 15/6 25/e 1 5,900 1.00 11/2 3 Fig. 135E:Straight Less Sight-Hole Hio et 1/4 240 0.03 3/a I/e 3/e 730 0.09 % 11/8 L I O 1/2 1,350 0.14 "/16 13/4 % 2,160 0.26 13/6 2% p 3/4 3,230 0.34 1 21/4 1/8 4,480 1 0.55 1 11/4 21/2 1 5,900 1 0.75 1 1% 21/4 ..'.....'..::..: Fig. 135R: Reducing %x 1/4 240 0.13 % 1 Y2 1/2 x% 730 0.13 1/16 11/4 %x 1/2 1,350 0.19 13/16 11/4 3A x 5/8 2,160 1 0.26 1 11/2 1/8 x 3/4 3,230 1 0.41 11/4 13/4 PROJECT ) APPROVAL Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 z A F. TENTm. -'O F-C - 1', SammysOfor Wood .......................................................................................................................... 4 SidewinderOfor Wood........................................................................................................................ 5 SammysSwivel Head"for Wood......................................................................................................5 Sammys"'for Steel............................................................................................................................ 6 Sidewinder-9 for Steel........................................................................................................................ 7 SammysSwivel Headw for Steel....................................................................................................... 7 SammyX-Press®...............................................................................................................................8 SidewinderX-Press..........................................................................................................................8 SwivelX-Press.................................................................................................................................9 Sammy X-Press le Installation Tool..................................................................................................9 SammysOfor Concrete................................................................................................................... 10 Sidewinder®for Concrete................................................................................................................ 10 Sammys Swivel Head,,for Concrete................................................................................................11 ConcreteMoodInstallation Kit........................................................................................................ 11 SammysToggle............................................................................................................................. 12 CeilingScrews................................................................................................................................. 12 Dektite®Pipe Flashing...................................................................................................................... 13 SpeedyPole Tool............................................................................................................................ 13 SpotRite Level............................................................................................................................... 13 Approvalsand Listings.................................................................................................................... 14 SpecialNotes.................................................................................................................................. 15 Warranty " Disclaimer of Warranty Proper fastener connection design takes in to account where and how fasteners are used.Allowance for special characteristics in materials,differences in materials,differences in types of materials being joined,unique or unusual environmental service or installation conditions and the safety factors required by anticipating normal or short term loading conditions must be considered.Due to possible differences in specifications,applications,and interpretation of results,purchasers and specifiers must make their own evaluation of the products,to determine the suitability of these products for intended use.All warranties of Buildex products,expressed or implied,including the warranties ofmerchantabilty and fitness for particular purposes are specifically excluded except for the following:Buildex will repair or replace any product which,within twelve months after sale by Buildex or its distributors,is found by Buildex to be defective in material or workmanship-normal wear and tear accepted.This is the sole warranty of Buildex and the sole remedy available to distributor or buyer.Buildex shall not be liable for any injury,loss or damage,direct,indirect,or consequential,arising out of the use of,or the inability to use,any Buildex product. INSTALLATION INSTRUCTIONS FOR I & STEEL •., `s..x.: '�.. {.ar`�6 .:...�w.r.:.:�X- ,t�.���'.:;..:,µ:::.�;�`w;=�`�.iy.%�..:: �,":9 _�µ: .,, '.�'-'��.w ,. �' S.`.:;s,a m, 1.Insert the appropriate nut driver into a 3/8"or 1/2"portable drill. 1.Insert the appropriate nut driver into a 3/8"or 112"portable dr,'ll. 2.Insert the SAMMYSI'into the 914(black)nut driver(p/n 8113910).Drill 2.Insert the SAMMYS into the#14SW(red)nut driver(p/n 8114910).With drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural member, begin installation. 3.Push the face of the nut driver tight to the member.Begin installation when the nut driver spins freely on the SAMMYS,stop drill and remove. 3.When the nut driver spins freely on the SAMMYS,stop the drill and remove. 4.The SAMMYS is now ready to receive 114,3/8,1/2"or metric all thread rod,bolt stock.(The 112"requires the It 14SW red nut driver) 4.The unit is now ready to receive 114",X8,M10,M8 or metric all thread rod or bolt stock. Note:When installing DSTR,follow the above instructions,then add retainer nut and torque to 20 foot lbs.for maximumpullout in purlin steel. Note:When installing SWDR,follow the above instructions,then add retainer nut and torque to 20 foot lbs.for maximum pullout in purlin steel. 5� f INSTALLATION INSTR / FOR CONCRETE INSTAU.ATI3N,.STEP,S,• INTO CdNCREl E: INSTAI»ti4T14NS fPS „ -eINT.}CORGFf 'CE,' 1.Using an SDS 250 carbide tip bit or a HEX RECEIVER with a 9250 1.Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit,pre-drill the concrete member to a depth of 2"with a carbide tip bit,pre-drill the concrete member to a depth of 2"with a hammer/ hammer/rotary hammer drill set on impact mode. rotary hammer drill set on impact mode. 2.After pre-drilling has been completed,install the SLEEVE TOOL over 2.After pre-drilling has been completed,install the SLEEVE TOOL the bit(the bit should remain in the drill),and insert the#14(black) over the bit(the bit should remain in the drill),and insert the#14SW(red) nut driver(p/n 8113910)into the opposite end(see Vertical Installation nut driver(p/n 8114910)into the opposite end. note above). 3.Insert the SWC screw into the nut driver. 3.Insert the CST screw into the nut driver. 4.Place tip of screw into the pre-drilled hole,turn impact/drill unit to 4.Place tip of screw into the pre-drilled hole,turn impact/drill unit to drill drill mode and begin insertion.When the nut driver spins free on the mode and begin insertion.When the nut driver spins freely on the SWC screw,installation is complete.Stop and remove drill. CST screw,installation is complete.Stop and remove drill. 5.The SWC screw is ready to receive 114,3/8"or metric all thread rod 5.The concrete screw is ready to receive 1/4",3/8,112",or metric all or bolt stock. thread rod or bolt stock.(#14SW red nut driver used with 1/2"screw) Note:Use a 1200 maximum RPM drill for installation. Note:Use a 1200 maximum RPM drill for installation. Note:Do not install concrete screws while the drill unit is in impact mode— Note:Do not install concrete screws while the drill unit is in impact mode— doing so will destroy the pullout factor of the fastener doing so will destroy the pullout factor of the screw. SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. 3 To d.distributor800-BUILDEX y. SIDEWINDEWFOR • • / Horizontal Application Application .. Not less than 2"nominal width •No pre-drilling required. (1-1/2")up l0 3.112"pipe;not less than 3"(2-1/2")nominal width 4"&5"pipe Quick to install using the Sammy Floor Joist Nut Driver with an 18V cordless Minimum 2.1/2"from bottom for drill/driver, branch lines.Minimum 3"from bot- tom for main lines.Exception:This •Saves time from traditional requirement shall not apply to 2"or methods. thicker nailing strips resting on top of steel beams. •Reduces installation costs. ;`fib;• •Made in the U.S.A. "5 B 'I aa• ,1 $ >"' it5lchardeotiemonsaalicnar g www.itwbuildex.corrr Rod Part Screw Ultimate UL Test Box Case Approvals Size Number Model OR rMOUNT; 1/4" 8019957 SWG 200 114 x 2" 1725(Fir) 25 125 �• r`c 12 318" 802t957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 °_. .: •.;:3(8" ~ 8073925� m �,_:SWG 20A J114 x 2''" _ 1725 F r} Q. 3/8"" 8022925 SWG 25-3803i8 x 2-112" 2249 {Fir) 1500 25 125 :r ~tW w "3B" ~' ;8023925 SWG 30' ,ttq x 9',W~ W' 1 1884Eir ': 25 125: ti14 SW Red Nut Driver Part#8114910 •May require predrilling;consult joist manufacturer. SAMMYS SWIVEL / • WOOD SwivelApplication Application Product Features , . •Eliminates distortion of threaded rod. •Accommodates up to 3'/"x 12 pitch roof. •Allows 17'deflection from vertical. •Saves time from traditional methods. 1; •Reduces installation costs. ., u+® ' •Made in the U.S.A. K4XA) W 1.' Approvals Rod Part Model Screw Ultimate UL Test Load FM Test Min Box Case Size Number Descriptions Pullout(lbs) (lbs) Load(lbs) Thickness Clty Qty fr'ft� `s•,#14 Black a ,< > 3/8" 8139957 SH-GST 20 114 x 2" 1257(Fir)_ 1050 1476 25 125 F.> , Nut Driver .f'art#8113910 ft`f 318" 8141957"''-SH•GST80' 11Ax3 y 172fl(ir} ° t476 m 25 ;125µ 1903 Dim.Lumber 1500 318"• 8269957 SH-GST/CST 20 5/16 x 1.3/4" 1406 @ 45°off vertical 850 @ 45° 25 125 Dim.Lumber t Dim.L� `ctri'aher� rc-.,�.- 1-,:: -1l2" 8303957's311�GS'€!CS`f2:0:`;St1Bx1.3J4:'.: 1408:�45°oftverticalg'.; -eutnber .......__,.-..r A.xrxA•.asr....-:...:.m.c...,.erID..w-� f. � .. :..'.£ �..._ �£x't •May require pre-drilling;consult joist manufacturer. 14 SH Orange Nut Driver' • Part i,8273910 • • 16.1111115".1111111 WO �F -,:,F, -S-1 © FOR STEEL - Vertical Application Application Product Features, •Made with Teks®self-drilling fasteners- no pre- r ngrequred. •Installs into steel range from 20 gauge—1,12"thicknesses. •Saves time from traditional methods. JL_ •Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. JLL RM )t •A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance,the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500, iT C�rE;��requi�ea I Made in the U.S.A. I Approvals Rod Part Model Screw Ultimate' UL Test FM Test Min Max QBox c8s Size Number Descriptions, Pullout(Ibs) Load lbs) Load(Ibs) Thick Thick .ty A W 77, 114" 8024957 DSTR100' 1/4-20 x 1"TEKS 3 1510 (20 ga.) .036"-20 ga 3116" 25 125 1/4" 8026957 DST (16 ga.)150 114-14X -1/2"TEKS3 970 .036"-20 ga 3116" 25 125 114" 46 D§_T2�0�,__.�'l 1/4" 8030957 TEK 500 12-24 x 1-112"TEKS 5 3125(3/16") .188"-3/16" 112" 25 125 7 738� #14 Black Nut Driver 446 (20 ga.) Part#8113910 3/8" 8040957 DST 10 1/4-14 x I"TEKS 3 970 (16 ga.) .036"-20 ga 3/16" 25 125 F'7............ M, 446(20 9a) '31 TEKS �j 3 318" 8041957 DST 15 114-14 x 1-1/2"TEKS 3 446 (20 ga.) 970 (16 ga.) .036"-20 ga 3/16" 25 125 '310 916-"-bstls�S8 1-1/2"TEKS3- 036`20' ,:j iiC.i �ga - "070 61 426 i 3/8" 8042957 DST 20 114-14 x 2"TEKS 3 446(20 ga.) 970(16 ga.) .036"-20 ga 3116" 25 125 3/8" 8044957 DST 30 114-14 x 3"TEKS 3 446(20 ga.) 970 (16 ga.) .036"-20 ga 3116" 25 125 41- TEK 50 12-24 x 1-1&3/8" 8046957 TEKS 5 3125 (3116") 1500 1475 .250'-1/4" 1/211 25 125 11/2 8031 444 i'2`TEKS v4446 lei 126 1/2" 8033925 DSTR 1.0 14-20x Tli'kfi 1510(20 ga.) .036"-20 ga 3116" 25 125 #14*SW Red id�"92 1/2" 8035925 DST 5.16 5116-18 x 1-1/4"TEKS 3 1500(3/16") .125'-1/8" 3/16" 25 126 111__" Nut Driver Part#8114910 *Includes retaining nut SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation iD i each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. SIDEWINDER@ • - -Horizontal • • AppficatiPti ProductFeatures „ "; •Made with Teks"self-drilling fasteners-no pre-drilling required. •,t n O •Installs into steel range from 20 gauge-1/2"thicknesses. „ r j. } y}�}(� •A standard screwgun with a depth sensitive nosepiece should be used to WWI r ec u�r ed install Teks.For optimal fastener performance,the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. t¢i-aig j. •Saves time from traditional methods. :q ° •Reduces installation costs. $as �Izn •Quick to install using the Sammys Nut Driver with an !r 18V cordless drill/driver. Mlh a vidm*MPSha'Jan al• ad •Made in the U.S.A. www°itwbuildex.com) ltimate UL Test FM Test Min Max x Case Size Number t•Approvals Rod Part Model Screw Qty • ty s• s e " 1/4" 8047957 SWD 100 1/4-14 x 1"TEKS 3 1477(16 ga.) .060"-16 ga 3116" 25 125 318" 8050957 SWD 10 114-14 x 1"TEKS 3 1477(16 ga.) .060"-16 ga 3/16" 25 125 � w.y;µ,.„ �M ` 3 '"808092fi_r UI?p 1_OSS F Tt4 i4 x tTEKS, D60, 8051957 SWD 15 114-14 x 1-1/2"TEKS 3 1477 (16 ga.) _.060"-16 ga 3/16" W 25 125 _._. 3f8"—i3ti82957SWD 20, 3/8" 8053957 SWD 516 5116-18 x 1-1/4"TEKS 3 2480 (20 ga.) .036"-20 ga 3/16" 25 125 #14 SVJ Red a 3/8" 8054957 SWDR 1.1/2' 12-24 x 1-1/2"TEKS 5 2375(3116") 1500 1475 .188"-3116" 112" 25 125 w_ Nut Driver � � ,... '` '%�" 31$ 8{}56957 SWDft 516 5t16;,18 x•1.1l4 7 S 3 ,�480 20 a 1500�;..,.,1475%-:;R;>038 Z6 ti 3t16"' `='2;-� -125•" Part#8114910 318" 8057957 SWT 15 12-24 x 1-1/2'TEKS 5 2375(3116") .188"-3116" 112" 25 125 'Includes retaining nut SAMMYS SWIVEL HEAD W OR STEEL -Swivel Application t s 1 Application .. .. •Eliminates distortion of threaded rod in sloped roof applications. •Accommodates 3-1/2 x 12 pitch. 1 • •Installs into angled z-purlin;allows threaded rod to hang plumb. •Allows 17°deflection from vertical. •Made in the U.S.A. ' Watch a rodeo demonsaafron of Approvals Rod Part Model Screw Ultimate UL Test FM Test Min Max •�x www.ifwbulldex.com • Descriptionsx Case Size Number City • ty #14 Black 318' 81379�I SH DSTR °`,i 114 ZO X 1' 3220(3t16"} 15QQ,;, �s 1475, .. 03 3(ISys, 25; 125 I Nut Driver THItS Part#8113910 2368(1/2"steel Vertical) 3/8" 8268957 SH-TEK 50 12-24 x 1-3/4' 1306(45"off Vertical) 1500(Vertical) 4" 3116" 1/2" 25 125 TEKS 5 2281(3/16"HISS) 850(45°,off Vertical) 2-1/2" 1585(3116"HSS 45°off Vertical) E`• �> ;?'':,w .,2386 it2".`steeti(eitica{} 1iz°<°'.8270957.;5H•TEtc.S,o ,12.2ax:i-ata- ,��a6roft:vett�cat}, , TEKS 5 2281'.j3/16"H55) 114 SH Orange 1555(3t18 H55'45°<,,rfffVeiiicalj Nul Driver Pad#8773910 'Does not comply with RCHS requirements/lncludes retaining nut Installs`into,.Metal Deck'.: - -xX : _ . Purliri;-orTubular':Steel ~ w4. wW. 71 PP Application ., •The Sammy X-Press expands to provide Less jobsite material needed. direct vertical attachment in: (XP) - light gauge steel deck or purlin No retaining nut required. (22 ga.-1/8"). •Provides design flexibility. Installs in seconds with Sammy X-Press Itc Tool, saving time&installation costs. •Made in the U.S.A. •Use in applications where access to the back of the installed fastener is prohibited.ie.metal roof or barrier fabric, MUM o rodeo demonshahon df deck,tubular steel,or vapor www.itwbuildex.com DescriptionRod Part Ulti Approvals Model Size Number ut(I bs) Load(lbs Thick Load(lbs) Thick Thick Qty City Application 114° 8181922 XP 200 X-Press 200 1146(22 ga) 250(Luminaire) .056" .125' 25 125 Metal Deck 't', 950{2""PipB}. ,.027" :,i' 71 % >a.f",s �•.X" .9d0�,(2";Plpe)r .029°,'.s,,:_ :' .;:•. f ;" k,;..Sammy ;,,''. 1146 t22 a ,;,185{Luminaire} 027" '',1A75 .4n P,.... .. (-. '"w• :r 3r8°E;;8150922 :XP20�„;' pe)'',. ;tl'.,.' `1.125"} :,,25',°925:;;• •Metal Dock`; Press20 ,•-a.; 9} .250,{LLminarra 05a („ .p b i= a,N: " 1500(4"Pipe) O60" °' ? 318' 8153922 XP 35 Sammy 1783 16 a 185(Luminaire) .029" 940 (2"Pipe) .029' r M X-Press 35 ( 9) 250(Luminaire) 056" 1475(4"Pipe) .104' .125` 25 125 Purlin 416(Conduit&Cable) .059" :. Sammy :s'r , Pr pour Structurel.Condrete 3W}0' Pe{e Pnu 8150922, .°kP:<0 'X.Press20`;" 1146(229a) +,850'(2hpipe):, r,; '= ,"_, . 3 . 1' is Y;-,25. R,>125" ✓ 4Posj•PourRange it LWCS 35 PCF{It>Sttt; Metal t)ack,. Pre-Pour Structural Concrete @ 3000 psi Post-Pour Range II LWC5 35 PCF(lbsl tP) HorizontalSIDEWINDER X-PRESS"m Application Application ProductFoatures The SidewinderX-Press expands to provide •Less jobsite material needed. horizontal attachment in: 16 ga-3/16"steel-purlin,tubular steel. No retaining nut required. •Installs in seconds with Sammy X-Press ItE Tool, •Provides design flexibility. saving time&installation costs. g Made in the U.S.A. -' •Use in applications where access to the back of the installed fastener is prohibited;ie,metal roof (SWXP) deck,tubular steel,or vapor barrier fabric. ' :tcfcha rdea dernonsrratiar of Approvals Rod Part Ultimate UL Test UL Min FM Test Max Box Case Size -Numb er Model www.itwbuildex.com Description Qty Application Stdewindei3pe)' $ `1798 80 t otiilnalrs" z' ,Q�H� �':_.,L.-,.;•;_.;:.�.,.<a.:':�:a:.::.,�.xm,,:.,,��::a:+iw:_'�� „a.."a:..:.�:.�:::�...�..,,y.K.•...1A1B{ii0tldllll-&'SIC}�..>..,.__..,,.:m.�"_.__.-,. ...,�w,b____.. �.,...,°...,.,...�....<..,._. '`� SWIVEL X-PRESS" Swivel Application Application Product'Featuret The Swivel X•Press allows you •Less jobsite material needed. to hang plumb in extreme roof pitches: 89'in z-purlin •No retaining nut required. 45°in metal deck for 12112 pitch for •Provides design flexibility. ".' i •Installs in seconds with Sammy X-Press If'Tool, - (SXP) } 0 X saving time&installation costs. Made in the U.S.A. or r d n •Use in applications where access to the back of U a the installed fastener is prohibited.ie.metal roof roof pitches deck,tubular steel,or vapor barrier fabric. wwwwitwbuildex om DescriptionRod Part Ultimate UL Test UL Min FM Test FM Min Max Box Case Approvals Model size Number Pullout(Ibs) Load(lbs) Thick Load(Ibs) Thick Thick Qty Qty o; `°11 Ova Rical(Luminaire} r z ": ;"?:;:3/6 `8294422 SXP20 Svnvet'- :1fl81'( ,gR,t±ert)'.80,@45°(Luminaire) (f29'.., 886(2°Pipe) 429 125Metatoesi�n k. J4Press 829 ,Vat# 283 Vertical E�...,�<,.�aaw:.,. '=«_.a.".:=.:,'' 'Aar«,m.':ar'x:�_,,....m::a«..•a..u:,.,.:::;.:.:.�:.r "`t:..�'.._-� ..»...sY.�^.:::.»^.....:�.::.;'..::..........,"s....,-... ...,� '^•`i 1250(3-112"Pipe) Swivel 1 (16 ga Vert) 250 Vertical(Luminaire) 675 > 558 3r8" 8295922 SXP 35 X-Press 35 1675(89"Off Vert) 80 @ 90"(Luminaire) 059" 635(2"Pipe) 029" .125" 25 125 Purl:n 500 Vertical(Conduit&Cable) 333 @ 89'(Conduit&Cable) SsvivsE_, t©6i,E�?:9�Verf), ,,8272957;;=°SXP'2:0 .' 02T: =`".125"-p< 25;. '125' ,:'•A1eta1Oack- X-Press 2.Q •829;(Q5`flff Vea} g,- K, I 112" B271957 SXP 3.5 Swivel 1675(16 ga Vert) 125" 25 125 Pudin X-Press 3.5 1558(89"Off Vert) .0601, Installation • Application Product Features ( •The SammyX•Press expands to provide ward t_ direct vertical attachment in: metal deck(22-16 gauge) ►, z-purlin(18-16 gauge) %' '` ( •Made in the U.S.A. Watch a.ideo denw,shafnn er wwmitwbuildex.com NumberPart ..• Description L-': ' �: 8194910 UXPlT' Uri IV0isaI•X-P*t 1To6 s,.,°�..�..a%as..ot..em.:m., .^,,,=a&a„b•;.,..,a.,.,.',•`.mk-:� e..Y.�..a • ,.am,......n.....,....�_...,m,.....»'::�s....:.::.; 8152910 XPDB 25164"Drill Bit 1 'Tool includes:Sleeve,Bit Receiver,Hex Wrench,and 25164"Drill Bit. • • 7- 7r:77 LSAMM P N:,,CRET © FOR CONCRETE Vertical Application Application Product Features •Easy two step process(Drill hole& drive Sammys concrete anchor). N*4 V, •W pre-drilled pilot hole required. �Ilfa Concrete Installation Tool available for a one tool installation process. Made in the U.S.A. c cvq Y 10 i Rod Part Screw Ultimate FM Test CBox Case Approvals Model Size Number Descriptions Pullout(lbs)* Load(lbs) ity City �------------------------------f— _nn #14 Black 1/4' 8058957 CST 200 5116 x 1-3/4" 2400 25 125 Nut Driver - r, "!� Pad#8113910 125, 44 24�........ #14SW Red 3/8" 8145925 CST 20-SS W 5116 x 1-3/4" 2400 25 125 Nut Driver Part#P 8114910 Tested in 3000 PSI concrete SIDEWINDER@ FOR CONCRETE Horizontal Application -A Application Product Features Easy two step process(Drill hole&drive Sammys concrete anchor). X"pre-drilled pilot hole required. 6� Concrete Installation Tool available for a one tool installation process. P Made in the U.S.A. .- Approvals Rod Part Model Screw Ultimate FM Test Box Case Size Number Descriptions Pullout(Ibs)* Load'(Ibs) Qty oty LN 114" 8062957 SWC 200 5116 x 1-3/4" 2450 25 125 n #14SWRed Tested in 3000 PSI concrete Nut Driver Part#8114910 SPECIAL NLIT DRIVER 8Y1;TE?4-The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins MEN free.Installation is then complete.Warranty requires the use ofthe appropriate nut driver for installations. .a . SAMMYS SWIVEL: HEAD" FOR CONCRETE Swivel Application Wicatioji ProdddffOatirib�s z •Installs vertically and swivels up to 89'in wood& concrete structures. :' � r. " 5„`�` 'n •Eliminates distortion of threaded rod. •1/4"pre-drilled pilot hole required, •Concrete installation tool available for a one piece installation process. •Made in the U.S.A. ApprovalsRod Part Screw Ultimate Box Case D• QtY Qty •iYY3T�L 1YI�V1Y!' „� ,. .r,°��y r°;Y rv•� ,,.._.., _......u•._ P.,,. ..,-as �..as,x,...n.�Y%.s.,.,,,�..m �. ...........�..., ...,.•_.._....__...,.<..>...._.a5.......ts,.<..,..�"'i./���i_,«�..". ,w.:�:::..'>�:.�.._ e,.:"=„:&-wed:.. 2537 in 3000 psi concrete 1459 @ 45'off vertical in 3000 psi concrete 3/8" 8269957 SH-GSTiCST 20 5i16 x 1314" 2852 in 6000 psi concrete 25 125 1636 @ 45'off vertical in 6000 psi concrete ,.� ,•....�.�o.:., ,. ,'i> LL�,� ;�:. •;,F n .. ytt2, 8303957 SH GSTICSF t S 14 6 0o0il0 psi a .aAix'1414" 19PQ psi 60=06/<114 SH Oran;to '4'•... 36 450 " verUcllnSps corcxete aa P1tC Driver r y�> Part if 8273910 .;o,r Nofe:UL Listed for wood-see page 5 Tested in 3000 P51 concrete CONCRETE / • ! INSTALLATION Application Rotary ' a (b) r•`=;;k-:. :,s=atik :. (9) (d) (h) (e} (h) DescriptionPart Number 8922t0µ Concrete tnstattafiori Kit{a},' s Kit includes the following items: 8113910 #14 Slack Nut Driver(b) 1 "ri ;;8119910 #260 Bit!(10-)(d} �;�;8i17910;.. '::.SDS�Bf#(tJ4"}(e}�`",:;;t= '•;��.:.,-'.. 1 '` 7132 Wood Bit ,HEX 250 Bit ReCeivst 8098010 SL 250 Sleeve li "Only sold separately-not included in kit. • e e , / / • • :11 C � < J a 1 Application / 1.Pre-drill a 5/8"hole with a regular drill or hole saw. 2.Insert SST screw into#14 black nut driver.With wing nut and washer on bolt,insert wing nut through surface,and begin rrn 1 installation. 3.When boll is secure and nut driver spins free,stop drill motor and remove. Pre-Cast Hollow Core 4.SST screw is now ready to receive 1/4",318",or Metric all Concrete thread rod or bolt stock. Rod Size Part Number Model Screw/' Qty Case Oty 8fl6�2F�. 739 ;.;_.. 450.tattisptastac). ^, ';:';.',...:' . •.v SS4'> 14x3° 04{2L��Er.s518Rack) 5� <p 9 •,,k.:::....r.-':�,.< .,.«,�:..�o-,x:.:��:�__,�e-_:..._:.m'.`-'•r.•'�,�✓_.:. '.. _.�. :.�.r. .. 4, . ..........,... .._,.. ��., , ......,a..«,r... .........- ..., 3/8" 8064925 SST 30 114 x 3" 450 (Lath&Plaster) 25 125 414 Black 404 (2 Layers 518 Rock) Nut Driver Part#8113910 CEILING SCREWS Application ./ 3/16"eyelet to accommodate common wire size. •ICC approvals can be found at www.itwbuildex.com under Evaluation Report#ER-5367. Use the Speedy Pole Tool" for easy installation of ceiling screws without ladders or scaffolding! (see pg 13 for details) Approvals Substrate Part Model Point Description / veral Total Ultimate Max ICC Test Box Case N.m�ar Length Pullout(Ibs) Gauge Load(lbs) City Oty II;C ' STEELH:..8107g57 .`;CW6fl1°, Taks" '; : 1!4'x1" "� 2 "42{gaga1$' 47U{2fgh.) 25-`' 25`� ICC STEEL 8190957 CWSD 15` Gimlet 114 x 1-1/2" 2-3/4" 472 (20 gal 20 ga. 170 (20 ga.) 25 125 WOOD Teks 1393(Fir) 81b8957: W ,......m'3tC':...f:.«�•.. ..........:.: .. k; .... • %K..;°.; __ �;',.. .., ., . . .� 17132(1'ga:� r 25 y'E25.> 4•X�;'.;_ -/�,, .-•k72={'2ff a) 1fl"gay'„;: ,w. CWIT ICC 8110910 CWIT Installation Tool 1 Installation Tool Does not comply with ROHS requirements Part#8110910 Application Complies with NFPA 13 Code Changes. STAY UP TO 'Flashing for dry pendant sprinklers subject to ' .411 DUTl'fE extreme temperature changes. CODE! •One piece construction is easy to install. s L r �J cvith a urcker �-:�'°�"�'-:<,': �`` °.: � + •Pipe diameter markings ensure accurate fit. .. more efficient way :�:_ •EPDM temperature range of-65°F to+2507. Fes; to flash your refrigeration/freezer units. °ii1S[Itk'f �. t -*r DRY� Part Number Description Pipe Outside Diameter Dektite Base Diameter Dektite Height Box Qty j .40d1910> .. Mirf 14 1 .€.�..�:v- 4003910 1 1/4"-2" 4-3/4" 3" 10 6.».`:.. 40tl491Q;,...�..,...�.,�...�..'"'2;.�..... ,: .._.....�..t-3/4�'=3=114"�:� �_ '6=114°_._.�.,�._M� �"'_�*�:�:�,�,.�;zx`-:10 -•tea SPEEDY POLE TOOL-nm & UNIVERSAL SOCKET Universal Pole .. . '' I .• Product Adaptor Plug(a) •The Pale Tool and Universal Socket Kit Socket Driver for SAMMYS(b) provide easy and safe installation for: 1• Socket Driver for Ceiling Wire Screws(c) Socket Driver for 1/4"Standard Nut Drivers(d) Sammys Jack Chain •Stuf Plug for Viper or Ladd Powder Actuated Attachment(a) -Threaded Rod Wire ! tF) Pencil Rod Screws 4; (items not sold seperately) Ceiling Screws t_-(a wid'aWdead""_"a6o Ideal for retrofit and hard-to-reach projects in www°ilw6ui1dex.com wood and steel. Part Number Description Box City $123g1n =` 1'blegdl6' 3 8124910 Pole Tool 12'(4'-12') 77 1 77 8126910 Pole Tool 24'(8'-24') 1 lEDf of Cqa ?„itiDr nn rtRtzt 8127910 Sammys Socket Driver 1 "81289 a N` Geilin ihlreSocketl)river� ctf in a.d � 8129910 Universal Pole Tool Socket Kit 1 Part Number Model Ea.City Product L813D$1Q a=- .. S' t ite t eval 112".314",and 1"threading •Magnetic strip for ease of use 'o �Ij" '^'" i•�^' Pocket Sized Lightweight F •3-vial design for measurement of 00,450,and 9D°angles is -APPi1ROVAA Number Model Rod Size Direction Pipe Size Load- (lbs) Thickness Pipe Size Load(lbs) Thickness ` • . Part Mount UL Max U L Test UL Min Wood FM Max FM Test FM'Min Wood 0• ••0 80 795T GST10 .._,.._...... 3/8::1 "VatliCal:' CPVC1-112", .......c.. _.... 8020957 SING 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" T20, 318 Vadleat 2.112" 850"=r._ m1-1:2' 4 `:= 9475. 1112 8068925 GST 20-SS 3/8" Vertical 2.1l2' 850 1-112' 21 Varalcal „_ _. _ _ "1500 1 1;2" A° '1475 8009925 GST25-380 3/8" Vertical 4" 1500 8fl22925 = 5 380' 3i$". mm Efiorizordtal °_ :_ _;__.•3.112„ 4". 1500 1.112°` 8021957 SWG20 3/8" Horizontal 2-1/2"-3'** 1050 1-112" t• 8073925:�,:,:SWG 20-SS"":• >.,_»,» .__.._...-., ...,.:,.,._. 3/$°" Horizontal" . '•"-'.o, '2c9/2"""., . ., ;rc- , 8269957 SH-GST/CST 20 318" 45°Angle off Vertical 2-112" 850 1-112" $2fi9957 --, SH-GSTICST 20-. 318.., 45°•Angle oif Vartleat M, 4° 1500' 1-1I2`m 8139957 SH-GST20 3/8" 17°Angle off Vertical 3" 1050 1-1/2" 4" 1475 1.112" •8fl38957 •,-;DSTR1„_. 318"? "' ;,Vertcal . :4^" 1600 035'I .'A 1475 8037957 DSTR 1 112 3/8 Vertical 4' 1500 .035" 4' 1475 105' .:. 4 ..... .1.8 " 8045957 DST.51_6 1475- s , 3!8 Vertical 4' 1500 .188 4' 1475 8046957 TEK 50 =..318' _ wVeRlcal ';._•. .. d'.,p_._. .. 151}0 250^,.:. . A" .;. 1475;, .V...:' ,188" ' 8055957 SWDR 1 318, Horizontal 4" 1500 .037' 4" 1475 .060" 805E957 5WDR 516 w 318'` Hor zontat." •:4" 1500 037 ,.: 4" 1475. :.060" , 8054957 SWDR 1-1/2 318" Horizontal 4" 1500 .037' 4" 1475 .060' i> 8137957;' SHcDSTR 1 318" 1 T,AhgIB off Variie2l 4" 1504 - 035 4" 9475: 105'. _ 8268957 SH-TEK 50 3/8" Vertical 2-1/2" 850 _,...,,�..... __..-.,, _ ,.. Angleo__..,.. _. 1500 $150922' 3r'XP20 3/$ V3rtiCal e 2.112°vv $50" 427" s;. ,4 8153922 XP 35 3/8" Vertical 4" 1500 .060, 2' 940 .029" 4" 75 1 5" ,8284922._z.6XP20 »_ 318 .'.m. Verlicalor"up .»....,....750 ......». ` :027°- 029°. 8295922 SXP 35 3/8' Vertical or up to 89° 3-1/2" 1250 .060" 2" 635 .029" 829395T 1250 060'' , SAMMYSTOR`CONCRI TE,W PIPE.NANGER< ZLL Vertical ..:: 8061957 SWC 20 3/8- Horizontal 4" 1475 3000 t``8150922-r:- 20 318'' - Verticsl r' .. 2-#I2`"` 850 - »Pre-PourStruc(ural@3000pst 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LNJC s 35 PCF Part Rod Mount Number Model UL Load UL Min Steel Size Direction Rating(lbs) Thickness 001 k^ �h 815Q922= ',., XP 20- 15 i+ �a° _ varucar. w `" M 8153922 XP 35 3/8" Vertical 185 .027" 250 .035" XP200 .i: <" "`..` 114".- Vert cal N. 8294922 SXP 20 318' Vertical 170 .027" __ .02 82 22' ettiCal: . `= -;SXP 35'r " 318'R =V 'r250 959 ; 80 8293957 SWXP 35 3/8"Number Ho zontal 80 O60" Model Size Direction Rat g'(1bS) Thickness cation ?-• 8150922 �'�",.XP 2A n r 318 Vertical x ,• 283" ; .,m�. m:027° „-:, .�„`.Mak 4lrade"slze EMT,RMC,antl lMC&G trade size ri�td PVC conduit''"`�;,,, ` 8153922 XP 35 3/8" Vertical 500 .060' Max 4 trade size EMT&6 trade sze RMC,IMC,and ri id PVC conduit � 8294922- -,„;_,SXP'20.,, :�3J8"- �. sUorGgC. .283`: .: • � .027"-• <"<": h,9axA.trad©size EMI;RMC,.antl IMC&5 trade size rigid P-VC condultm:"'` '�s 8295922 SXP 35 3l8" Vertical 500 O60 Max 4 trade size EMT&6 trade sze RPAC,IMC,and rigid PVC conduit l„ 829395Z". SWU?36- .,,318" y Horizontal `.500, 60' _ w Maidtrade,siieEMT&6Grad0 Sze,i?MC.IMC,andrigidPVC.cpnduif'`'1:_ i 8149957 CZ2000 114"or 3/8" Onto Vertical Rod UL Listed 4S16-Cable Hanger,Cat.No.C-Z2000 Plenum Rated, -- " Complies w/NEC Standards Sheet Steel Gauges Gau 13 No. 22, a 2Q a 18 a 18 9 9a.. 14gal,' �_.:"2L9a Nominal Decimal Equivalent .030" .036" .048" .060" 075" .105' .125' .188" .250" 'SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-112° UL compliance with NEC Standards. 'SWG 25.380 Maximum pipe size in wood timber orjoist allowed by UL is 4' p "SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-112' UL and FM tests were performed in compliance with NFPA 13 Standards. "SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3" Fastening requirement:5 times weight of water-filled schedule 40 pipe plus 250 pounds. SPECIAL NOTES ` • Engineering Note In 1996,the anchors listed by UL were tested in plate steel that measured.188"and.118".Subsequent testing was done for z-pudin applications in May 1997 using(.037")or 20 gauge steel.Most recently in 2008,testing with the new Sammy X-Press'was completed using(.030")or 22 gauge steel metal deck. Sammys°Nut Drivers Special nut drivers were designed to be used with Sammys.When the appropriate nut drivers are used for installation,the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap,reduces over-torque,and prevents screw failure. Steel Screws Due to variations in hardness of certain metals,it should be noted that our self-drilling screws for steel will experience different drill speeds.500-1500 RPM drill speed should be used. t Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory Environments For attaching or anchoring in high vibratory environments,special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist.UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss.Sammy GST 20 can be installed into the center of the lower cord of a composite joist.Penetration of the upright center web is permitted by some joist manufacturers.Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers.If so,pre-drill pilot hole 118"smaller than root diameter of fastener. Consult the table below: Model Roof Diameter Hole Size GST 20 .182" 118, GST 25-380 .280" 7132" SWG 20 .182" 118" SWG 25-380 .280" 7132" To increase efficiency of the installation process,sleeve tools,bit receivers,and wood bits are available for pre-drilling. t NFPA/NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards.Check with your local(AHJ)Authority Having Jurisdiction to confirm application and usage. UL Listings I FM Approvals i UL and FM reports are available at www.itwbuildex.com € U� FMD s uerEDG I..ALS9LLSL CDNDIOf PNDCA04f NARUNARE j PISD lI5ROP5F DWI fOR LUIRiIPPE I[ pR?1 Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats:.dwg,Axf,and.igs. Made in the U.S.A.Products on Contact Information Technical Assistance:(800)BUILDEX Option#6(x 3259) Customer Service:(800)BUILDEX Option#1 s (2) POTTERVSR VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,CUL and CSFM Listed,FM Approved,LPCBApproved,For CE Marked(EN12259-5)/VdSApproved model use VSR-EU Service Pressure: 450 PSI(31 BAR)-UL "bllpl;1!I b fi"' Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)-UL Maximum Surge: 18 FPS(5.5 m/s) Contact Ratings: Two sets of SPDT(Form C) 10.0Amps at 125/250VAC 2.0 Amps at 30VDC Resistive l0 mAmps min.at 24VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NEMA 4/1P54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 407-120°F,(4.5°C-49°C)-UL • Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 Specifications subject to change without notice. One or two family dwelling NFPAA-131) Ordering Information Residential occupancy up to four stories NFPA-13R Nominal Pipe Size Model Part Number National Fire Alarm Code NFPA-72 2" DN50 VSR-2 1144402 w 2 1/2" DN65 VSR-2 1/2 1144425 Installation must be performed by qualified personnel and in 3" UN80 VSR-3 1144403 accordance with all national and local codes and ordinances. 3 1/2" VSR-3 1/2 1144435 Shock hazard.Disconnect power source before servicing.Serious F4" DN100 VSR-4 1144404 injure or death could result. • Risk of explosion.Not for use in hazardous locations.Serious 5" - VSR-5 114440,5 injury or death could result, 6" DN 150 VSR-6 1144406 8" DN200 VSR-8 1144408 CAUTION Optional: Cover Tamper Switch Kit,stock no.0090148 Waterflow switches that are monitoring wetpipe sprinkler systems shall Replaceable Components:Retard/Switch Assembly,stock no. 1029030 not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air,or short retard times. Important: This document contains important information on the installation and operation of the VSR waterflow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterflow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems.It is UL Listed for use on a steel pipe;schedules 5 through 40, die-cast housing, The cover is hold in place with two tamper resistant sizes 2"-6"and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40,sizes 2" thru 8" (50 mm thru 200 mm). LPC cover tamper switch is available as an option which may be used approved sizes are 2" thru 8" (50 min thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. The VSR may also be used as a sectional waterflow detector on large systems.The VSR contains two single pole,double throw,snap action switches and an adjustable,instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM(38 LPM)or more occurs downstream of the device, The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal,com PRINTED IN USA MFG.45401146-REV M PAGE 1 OF 4 11115 1 VSR (E) POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed Within 6"(15 cm)of a fitting which changes the direction of the waterflow or within 24" (60 cm)of a valve or drain. NOTE:Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole.Roll the vane so that it may be inserted into the hole;do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow.Take care not to damage the non-corrosive bushim< in the saddle.The bushing should fit inside the hole in the pipe. Tnstall the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1). The vane must not rub the inside of the pipe or bind in any way. CAUTION. Do not trim the paddle.Failure to follow these instructions may prevent the device fiom operating and will void the warranty.Do not obstruct or otherwise prevent the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm.If an alarm is not desired,a qualified technician should disable the alarm system. Fig.1 Retard Adjustment DO,VOT LE.9VE COVER OFF FOR .4,yEXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting(60-90 seconds).The time delay should be set at the minimum required to prevent false alarms U TIGHTEN NUTS AUI'ERNAI'ELY /+CAUTION i ® Hole must be drilled perpendicular to the pipe and vertically centered c Refer to the Compatible Pipe/installation Requirements chart for size. Correct Incorrect MOUNT ON PIPE SO ARROW ON SADDLE - O "---POINTS IN DIRECTION �. - OF WATERFLOW -DROLL PADDLE IN 50mm OPPOSITE DIRECTION ADAPTER ADAPTER DIRECTION OF OF WATERFLOW ��- NVATERFLOW (Flowing water activates -� 20 2..MAX. device in one direction on/Y.) DN50 ONLY i USE(2)5180162 ADAPTERS AS SHOWN ABOVE DWC,1146-I1 nwc.1 u4e.iF Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hole Size U-Bolt Nuts Size O.D. LightwaH Schedule 10(UL) Schedule 40(UL) BS-1387(LPC) DN(VDS) 'Torque inch rum inch mm inch mm inch rum inch mm inch mm inch mm inch rum ft-lb n-m VSR-2 2 DN50 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25+A 25/- VSR-2 112 2.5 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - - 33.0 t 2.0 .062 VSR-21/2 - DN65 3.000 76.1 - - 0.142 3.6 0.102 2.6 VSR-3 3 DNSO 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-31/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - 20 27 VSR-4 4 DNIOO 4.500 114.3 .084 2,134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 2.00t.125 50.8f2.0 VSR-5 5 - 5.563 141.3 - - 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DN 150 6.625 168.3 .115 2.921 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 8.625 219.1 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG.45401146-REV M PAGE 2 OF 4 11/15 (E) POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Fig.2 Fig.3 Fig.4 Switch Terminal Connections Clamping To remove knockouts:Place screwdriver at Break out thin section of cover when Plate Terminal inside edge of knockouts,not in the center. wiring both switches from one conduit < ,\,\ 1 entrance. 1 T n• �Jl�atlG DnC y114F-I5 t W11 :.'t5?+f� i An uninsulated section of a single conductor should not be looped j around the terminal and serve as two separate connections. The /i wire must be severed,thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device Do not drill into the base as this creates aWG.1146-13 inoperable risking severe property damage and loss of lilb. metal shavings which can create Do not strip wire beyond 3/8"of length or expose an uninsulated electrical hazards and damage the conductor beyond the edge of the terminal block.When using device.Drilling voids the warranty. stranded wire,capture all strands under the clamping plate. CONNECTOR Fig.5 Typical Electrical Connections NEUTRAL FROM BELL BREAKER NEUTRAL FROM BELL 0 n 1 BREAKER J 'o Notes: LINE FROM BREAKER Om. EOL(End Of Line Resistor)1. The Model VSR has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. 2. For supervised circuits,see"Switch Tenninal Connections" drawing and warning note(Fig.4). NOTE- When connecting to a UL Listed control panel,use the panel's resistor valuefor circuit supervision , Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection device on the system.application of the VSR is not recommended or advisable. A minimum flow of 10 GPM(38 LPM)is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig.6 Mounting Dimensions 5.56 in Fig.7 3.50 in 2.00 itl �—(141.2 mm) -(89.0 mra)-. (511.8 mm) GREEN GROUND 2.34 i t SCR6R'S (5!1.4 mm) O U-BOLT NUT 1'l E5in +5',5 in U-BOLT WAiSHER— (* 33.4 runt) PIPE SADDLE 9 PIPE— PLASTIC PADDLE-- U-BOLr NOMINAL PIPE DIA.+135 in(+44.5 MM)FOR DN 50 DN 65 2^_.5 in NOMINAL PIPE DIA.+2.125 in(+54.0 MM)FOR DN 80-DN 200 3-8 in OWG 114(W5 PRINTF,1)IN IISA MFG,.#5401146-REV M PAGE.3 OF 4 11115 VSR (E) POTTER VALE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock 41029030(see Fig.8).There is no maintenance required,only periodic testing and inspection. Retard/Switch Assembly Replacement(See Fig.8) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe l. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. G. Install the new retard assembly.Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re-install the(2)original mounting screws. 8. Reconnect all wires.Perform a flow test and place the system back in service. Fib 8 REMOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RL'•TARDYSWITCH ASSEMBLYTO BASE Q BRIsAK OUT'rH IN SECTION OF COV ER Il'IJ WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2)ORIGINAL MOUNTING I � / i RETARDiSWITCH ASSEMBLY iSCREWS,I 1 \ 1 �•�� / (2)LOCATING PINS o � DO NOT REMOVE/ B SSESINLOCATINGPTN�.., BOSSES IN BASE (2)RETARD I IOUSING I SCREWS i o / BASE/ 0 0 O DWG#1146-10 Removal of Waterflow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. PRINTED IN USA MFG.45401146-REV M PAGE 4 OF 4 11/15 OSYSU Series (E) POTTER Outside Screw and Yoke Yalu The Symbol of Protection Supervisory Swztch Features • NEMA 4X*(IP 65)and 6P(IP 67) tjrUrriEtz: 'Enclosure is 4X For additional corrosion protection of mounting hardware,use model OSYSU-2 CRH • -40'to 140'(-40°C to 60°C)operating temperature range • Visual switch indicators $ • Two conduit entrances • Adjustable length trip rod _ • Accomodates up to 12AWG wire • Three position switch detects tampering and valve closure • Knurled mounting bracket prevents slipping t • Fine adjustment feature for fast,easy installation • RoHS compliant . • One or two SPDT contact models(-1,-2) ttt Before any work is done on the fire sprinkler or fire alarm system,the SIGNALING 1F'�'zm building owner or their authorized representative shall be notified. Before opening any closed valve,ensure that opening the valve will not C US Y b 1 g•P LISTED cause an damage from water flow due to open or missing sprinklers, APPROVED piping,etc. .... -_--._.__._..__..................-_ .-........__.._._.._....................... _:.::_:::::.:..::::.:.:.-.-.................._..-:.-.--...... _.......—-::_-._.-.:::.:::.:.:.-.--:..--:::.-::....—_...- Important: This document contains important information on the installation and operation of OS&Y valve supervisory switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. Description Technical Specifications The OSYSU is used to monitor the open position of an OS&Y 'Dimensions See Fig 8 (outside screw and yoke)type gate valve.This device is available in Meight " 1.6 Ibs(0,73 kg) two models; the OSYSU-1, containing one set of SPDT (Form C) Cover:Die Cast Finish:Red Powder Coat contacts and the OSYSU-2,containing two sets of SPDT(Form C) contacts.These switches mount conveniently to most OS&Y valves Enclosure:" Base:Die Cast Finish:Black Powder Coat ranging in size from 2"to 12"(50mm to 300mm).They will mount All parts have corrosion resistant finishes on some valves as small as !/2"(12,5mm). Tamper Resistant Screws The cover is held in place by two tamper resistant screws that require CoverTalnpgx. Optional Cover Tamper Switch Available a special tool to remove.The tool is furnished with each device. OSYSU-1:One Set of SPDT(Form C) Testing OSYSU-2:Two Sets of SPDT(Form C) Theo operation of the OSYSU and its associated protective monitoring (antnc# r" P P g 10.0 Amps at 125I250 VAC system shall be inspected, tested, and maintained in accordance Ratings with all applicable local and national codes and standards and/or the 2.0 Amps at 30VDC Resistive Authority Having Jurisdiction (manufacturer recommends quarterly 10 mAmps minimum at 24 VDC or more frequently).A minimum test shall consist of turning the valve w-, -40'F to 140°F(-40°C to 60°C) wheel towards the closed position.The OSYSU shall operate within " NEMA 4X(IP 65)and NEMA 6P(IP 67)Enclosure the first two revolutions of the wheel.Full close the valve and ensure Fnuarontnental Y (Use suitably rated conduit and connector) that the OSYSU does not restore.Fully open the valve and ensure that Liri�ittttions, . Indoor or Outdoor Use(See OSYSU-EX Bulletin the OSYSU restores to normal only when the valve is fully opened. 5400705 for Ilazardous locations) ;t Conduit 41". Two Knockouts for 1/2"conduit provided _` '13 trances (Sec Notice on Page(i and Fig.9 on Page 5) Close the valve fully to determine that the stem threads do not activate the switch. The switch being activated by the stem threads Service Use NFPA 13, 13D, 13R,72 could result in a false valve open indication. Specifications subject to change without notice Potter Electric Signal Company,LLC • St.Louis,MO • Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.pottersignal.corn 5401525-REV E • 6/15 PAGE 1 OF 6 3 OSYSU Series @POTTER Outside Screw and Yoke Value The Symbol of Protection Supervisory Switch Theory of Operation The OSYSU is a 3 position switch.The center position is the normal installation position.Normal is when the switch is installed on the OS&Y valve,the valve is fully open and the trip rod of the OSYSU is in the groove of the valve stein.Closing the valve causes the trip rod to ride up out of the groove and activates the switches.Removing the OSYSU from the valve causes the spring to pull the trip rod in the other direction and activates the switches. Visual Switch Status Indication There are 3 visual indicators to determine the status of the switches. Fig 1;the actuator button of the micro switches are on the raised section of the switch actuator. Fig 2;the trip rod is perpendicular to the base and lined up with the alignment mark on the mounting bracket. Fig 3;the white visual indicator is visible through the window on the back of the switch actuator. A final test is to meter the contacts marked C OM and N.O.to ensure they are an open circuit when the valve is open and that they close and have continuity within 2 revolutions of turning the valve hand-wheel towards the closed position and the contacts remain closed as the valve is completely closed and until the valve is completely opened when the trip rod drops back into the groove in the valve stem. Fig I Fig 2 —` Fig 3 O 0 0 0 L / Fig 4 Fig 5 Trip Rod Locking 0 o 10 Screw qj O O O O Micro-Adjustment Feature ® 0 - Potter Electric Signal Company, LLC St. Louis,%40 Tech Support: 866-956-0988/Customer Service: 866-572-3005 www.pottersignal.com .5401525-REV E • 8!15 PAGE.2 OF 6 OSYSU Series (E)POTTER Outside Screw and Yoke Valve The Symbol of Protection Supervisory Switch Fig 6 Small Valve Installation - 1/2" Through 2 1/2" Sizes Iff 0 Slotted mounting holes and micro-adjustment feature may be used for fine adjustment of switch assembly to mounting bracket. Re-tighten screws to 20 in-lbs minimum. Small Valve Installation make it easier to install the OSYSU so that it does not restore as it rolls over by the threads of the valve stem. NOTE.:If the valve stem is pre-grooved at 1/8"minimum 7. Mount the OSYSU on the valve yoke with the spring loaded depth;proceed to step 7. trip rod of the OSYSU pulled against the valve stem and L Remove and discard"E"ring and roller from the trip rod. centered in the groove of the stem.If possible,position the 2. With the valve in the FULL OPEN position,locate the OSYSU with the Hat side of the bracket toward the hand OSYSU across the valve yoke as far as possible from the wheel,as shown in Fig.6,to help avoid creating a pinch valve gland so that the spring loaded hip rod of the OSYSU point between the wheel and OSYSU.When in this preferred is pulled against the non threaded portion of the valve stem. mounting position,it is usually best to use the white indicator Position the OSYSU with the bracket near the handwheel as visible through the window,as illustrated in Fig.3,to aid in shown in Fig.6 if possible to avoid creating a pinch point initially locating the OSYSU in the correct position on the between the wheel and the OSYSU. yoke.If the unit must be installed inverted with the white indicator no longer easily visible,use the visual indicators 3. Loosen the locking screw that holds the hip rod in place and of the actuator buttons on the micro-switches,as illustrated adjust the rod length(see Fig.5). When adjusted properly, in Fig. 1,or the trip rod alignment mark on the bracket,as the rod should extend past the valve screw,but not so far illustrated in Fig.2,to aid in initially locating the OSYSU. that it contacts the clamp bar. Tighten the locking screw to 5 in-lbs minimum to hold the trip rod in place and properly B. Final adjustment can be made by slightly loosening the two seal the enclosure. screws on the bracket and using the fine adjustment feature (see Fig.5).The adjustment is correct when the plungers NOTE'. If trip rod length is excessive,loosen the locking on the switches are depressed by the actuator and there is screw and remove the trip rod from the trip lever.Using no continuity between the COM and NO terminals on the pliers,break off the one(1)inch long notched section(see switches. Fig. 10). Reinstall trip rod and repeat Step 3 procedure. 9. Tighten the adjustment screws and all mounting hardware 4. Mount the OSYSU loosely with the carriage bolts and clamp securely(20 in-lbs minimum). Check to insure that the rod bar supplied. On valves with limited clearance use J-hooks moves out of the groove easily and that the switches activate supplied instead of the carriage bolts and clamp bar to mount within two turns when the valve is operated from the FULL the OSYSU. OPEN towards the CLOSED position. 5. Mark the valve stem at the center of the trip rod. 10. Reinstall the cover and tighten the cover screws to 15 in-lbs h Remove the OSYSU.Utilizing a 3/16"or 1/4"diameter minimum to properly seal the enclosure. straight file,file a 1/8"minimum depth groove centered on the mark on the valve stem.Deburr and smooth the edges p, "/��" k � .>:. of the groove to prevent damage to the valve packingand to lv allow the trip rod to move easily in and out of the groove as Close the valve filly to determine that the stem threads do not the valve is operated. activate the switch. The switch being activated by the stem threads NOTE:A groove depth of up to approximately 3/16"can could result in a false valve open indication. Potter Electric Signal Company,LLC • St.Louis,MO • "Tech Support: 866-956-0988 i Customer Service: 866-572-3005 • www.pottersignal.com 5401525-REV E • 8115 PAGE 3 OF 6 OSYSU Series @POTTEROutside Screw and Yoke Valve The Symbol of Protectiort Supervisory Switch jig 7 Large Valve Installation - 3" Through 12" Sizes e Slotted mounting holes and micro- adjustment feature may be used for ® fine adjustment of switch assembly to mounting bracket.Re-tighten screws to 20 in-lbs minimum. Large Valve Installation as it rolls over by the threads of the valve stem. VOTE:If the valve stem is pre-grooved al l/8"minimum 6. Mount the OSYSU on the valve yoke with the spring loaded trip rod of the OSYSU pulled against the valve stem and depth;proceed to step 6. centered in the groove of the stem.if possible,position the 1. With the valve in the FULL OPEN position,locate the OSYSU with the flat side of the bracket toward the hand OSYSU across the valve yoke as far from the valve gland wheel,as shown in Fig.7,to help avoid creating a pinch as possible so that the spring loaded trip rod of the OSYSU point between the wheel and OSYSU.When in this preferred is pulled against the non threaded portion of the valve stem. mounting position,it is usually best to use the white indicator Position the OSYSU with the bracket near the handwheel as visible through the window,as illustrated in Fig.3,to aid in shown in Fig.7 if possible to avoid creating a pinch point initially locating the OSYSU in the correct position on the between the wheel and the OSYSU. yoke.If the unit must be installed inverted with the white 2. Mount the OSYSU loosely with the carriage bolts and clamp indicator no longer easily visible,use the visual indicators bar supplied. of the actuator buttons on the micro-switehes,as illustrated 3. Loosen the locking screw that holds the trip rod in place and in Fig. 1,or the trip rod alignment mark on the bracket,as adjust the rod length(see Fig.5). When adjusted properly, illustrated in Fig.2,to aid in initially locating the OSYSU. the rod should extend past the valve screw,but not so far 7. Final adjustment can be made by slightly loosening the two that it contacts the clamp bar. Tighten the locking screw to screws on the bracket and using the fine adjustment feature 5 in-Ibs minimum to]told the trip rod in place and properly (see Fig.5).The adjustment is correct when the plungers seal the enclosure. on the switches are depressed by the actuator and there is NOTE If trip rod length is excessive,loosen the locking no continuity between the COM and NO terminals on the screw and remove the trip rod from the trip lever. Using switches. pliers,break of the one(1)inch long notched section(see 8. Tighten the adjustment screws and mounting hardware Fig. 10). Reinstall trip rod and repeat Step 3 procedure. securely(minimum 20 in-Ibs). Check to insure that the rod 4. Mark the valve stem at the center of the trip rod. moves out of the groove easily and that the switches activate within two turns when the valve is operated from the FULL 5. Remove the OSYSU.Utilizing a 3/8"or%2"diameter straight OPEN towards the CLOSED position. file,file a 1/8"minimum depth groove centered on the mark 9. Reinstall the cover and tighten the cover screws to 15 in-lbs on the valve stem.Deburr and smooth the edges of the minimum to properly seal the enclosure. groove to prevent damage to the valve packing and to allow the trip rod to move easilyin and out of the groove as the 3 Via``-` _ valve s operated. g ,.���►, C".1 U�T1�[Y �" :'�C� ° NOTE.A groove depth of up to approximately 3/16"can Close the valve fully to determine that the stem threads do not make it easier to install the OSYSU so that it does not restore activate the switch. The switch being activated by the stem threads could result in a false valve open indication. Potter Electric Signal Company,LLC • St. Louis,MO - Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.pottersignal.com 5401525-REV E • 8/15 PAGE 4 OF 6 OSYSU Series Outside Screw and Yoke Valve @POTTER The Symbol of Protection Supervisory Switch Dimensions Fig 8 6.19 3.15 [157.23] [77.47] 4.00 2 25 [57.13]-� 2.79 [70.87] 5 69 [144 42] O O71 Rod retracted and 1.17 I I [21,72] breakaway section removed 3.4 2.10 [53.34 J Rod t'ully extended Cover Tamper Switch (Optional) Knockout Removal Fig (2)o.886 To remove knockouts:Place screwdriver at inside edge of knockouts,not in Knockouts For 1/2" Cover Removed the center. Electrical Conduit Connections Ground Screw 0 mm 0 1/4"-20Mounting - Hardware — �® Clamp Bar Trip Rod \\ NOTE:Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device.Drilling voids the warranty. Potter Electric Signal Company,LLC St. Louis,MO • Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.pottersignal.com 5401525-REV E • 8/15 PAGE 5 OF 6 OSYSU Series (2)POTTER Outside Screw and Yoke Va1v The Symbol of Protection Supervisory Switcy, ........... -......... 1�1-.=---.......... ............................... ....................... .............................. Breaking Excessive Rod Length Ordering Information Fig 10 Model Description Stock No OSYSU-1 Outside Screw&Yoke 1010102 Supervisory Switch (Single switch) OSYSU-2 Outside Screw&Yoke 1010202 Switch Terminal Connections Supervisory Switch Clamping Plate Terminal (Double switch) Fig 11 OSYSU-2 Outside Screw & Yoke Supervisory 1010210 CRH Switch (Double Switch). Corrosion resistant hardware of 316 stainless steel & nickel plated to ASTM B377 Type V Brackets 041, Cover Screw 5490424 Hex Key for Cover Screws and 5250062 Installation Adjustments - Optional Cover Tamper Switch,JKit 0090200 Wr Engineering Specifications: OS&Y Valves An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be UL, CUL Listed 11 FM Approved and CE Marked valve supervisory severed,thereby providing supervision of the connection in the event that switches shall be furnished and installed on all OS&Y type valves the wire become dislodged from under the terminal. Failure to sever the that can be used to shut off the flow of water to any portion of the wire may render the device inoperable risking severe property damage fire sprinkler system,where indicated on the drawings and plans and and loss of life.Do not strip wire beyond 3,18"of length or expose an uninsulated conductor beyond the edge of the terminal block.When using as required by applicable local and national codes and standards. stranded wire,capture all strands under the clamping plate. I The supervisory switch shall be NEMA 4X and 6P rated and capable of being mounted in any position indoors or out and be completely submerged without allowing water to enter the enclosure.. The enclosure shall be held captive by tamper resistant screws.The device A]I conduit and connectors selected for the installation of this product shall contain two 1/2" conduit entrances and one or two Single Pole shall be suitable for the environment for which it is to be used and shall be Double Throw(SPDT) switches.There shall be a visual indicator to installed to the manufacturer's installation instructions.For NEMA 4,4X,6, display the status of the switches. To aid in installation, it shall be 6P installations,the cover screws are recommended to be tightened to 15 in- possible to make fine adjustments to the position of the switch on the lbs minimum and the trip rod locking screw tightened to 5 in-lbs minimum valve without loosening the mounting bracket from the valve. The to properly seal the enclosure. device shall contain all adjustable length trip rod and roller, the trip rod shall be held captive by a set screw accessible upon removal of the Typical Electrical Connections cover.The switch contacts shall be rated at I OA, 125/250VAC and 2A, 30VDC. OS&Y Valve supervisory switch shall be model OSYSU-I Fig 12 for the single switch model and OSYSU-2 for the two switch model manufactured by Potter Electric Signal Company LLC EOLR C M NC N NO NC COM Supervisory switches have a normal service life of 10-15 years. However, the service life may be significantly reduced by local environmental conditions. TO FIRE ALARM PANEL Potter Electric Signal Company,LLC - St.Louis,MO Tech Support: 866-956-0989"Customer Service: 866-572-3005 www.pottersignal.com 158 9002:200H DESIGNING,MANUFACTURING, &DISTRIBUTING QUALITY SYSTEMS 5401525-REV E , 8!15 PAGE 6 OF 6 + 'GROUVE-0-F-Ho PjprL, (�)AXWIL El FIG. 7050 0 FIG. 7051 -IG. 7052 El F 90'Elbow* 45'Elbow* 1 22 1/20 Elbow Cr to E / C to E --O.D.O.D. C to E O.D. CtOE J Cast Fabricated FIGURE 7050 FIGURE 7051 FIGURE 7052 90*ELBOW* 45'ELBOW* 22'/2'ELBOW* Nominal Center Approx. Nominal Center Approx. O.D. O.D. Nominal Center Approx. O.D. Size to End Wt.Ea. Size to End Wt.Ea. Size to End Wt.Ea. 7 In aj tftlKv *�VN,14�f 4�' nn) Inho(w L;;JKg,' 1,7,10(fhifi) IaArtii' DN 1 1.315 21/4 C 0.6 1 1.315 13/4 C 1.315 31/4 0.5 2, 25 73.4 57 a3 25 33,4 44 0.2 25 33.4 81, 0.2 1'A 1.660 2%C 1.0 11/4 1.660 13/4 C 0-1 11/4 1.660 13/4 0.7 32 42.2 70 a5 32 422 44 U 32 42.2 44 0.3 11/2 1.900 23/4 C 1.2 11/2 1.900 13/4 C 0.9 1 Y2 1.900 13/4 0.8 40 483 70 a5 40 48.3 44 114 40 48.3 44 0.4 2 2,375 31/4 C 1.7 2 2.375 2 C 1.5 I 2 2.375 1'/a C 1.5 .50 60.3 813 0.8 50 70.3 51 r U 50 60.3 48 0,/ 21h 2,875 33/4 C 2.6 21/2. 2.875 21/4 C 1.9 21/'2 2.875 2 1.9 65 73.0 9.5 7.2 65 43.0 67 0.9 615 7.7.0 51 0.9 30.0. 12996 4 C 3.6 30.D. 2.996 2".12 C 2.2 3 3.500 21/4 C 3.2 76.1 76.1 102 1.6 76.1 76.1 64 1.0 80 1 88.9 57 1.5 3 3.500 41/4 C 4.0 j 3 3.500 21/2 C 3.3 31/2 4.000 21/2 4.0 80 88.9 108 7.8 60 1 88.9 64 1,5 - 90 101.6 64 7.8 31h 4.000 41/2 C 5.5 31/2 4.000 23/4 C 4.3 4 4,500 21/8 C 5.3 90 101,6 174 2.5 90 10.6 70 Zo j 100 114.9 67 2.4 4`14 O.D. 4.250 4�144 C 77 415 0.1), 4.250 27119 C 4.4 5 5.563 2/8 7.2 108.0 108.0 121 3.5 108.0 - 108.0 83 2.0 i 125 '141.3 73 3M -T7 i 4 4,500 5 C 4 4.500 3 C 5.4 6 6.625 31/a C 8.2 100 114,3 127 3,5 100 11-1.3 76 24 150 168.3 79 3.7 5`14 O.D. 5,236 5il C 70.4 5i5 00. 5.236 3`4 C 7.3 8 8,625 31/8 C 17.8 133.0 133.0 133 4.7 133.0 133.0 83 3.3 200 219.1 93 8,1 5`1-O.D. 5,500 5!1 C70.9 5ii O.D. 5.500 3''/4C 7.8 10 10.750 4% 30.0 139.7 139.7 133 4.9 139.7 139.7 83 3.5 250 273.1 111 1 13.6 5 5.563 51/2 C 11.1 5 5.563 31/4 C 9.0 1 12 12.750 41/8 40.4 125 141,3 140 5.0 125 141.3 83 4.1 300 323.9 124 18.3 6`14 19.0. 6259 60 15 6 O.D. 6259 3"/.-C 70.1 14 14.000 5 46.0 159.0 159.0 152 6.9 159.0 159.0 89 4.6 350 355.6 127 20.9 6,14.1 O.D. 6.500 61S C 17.4 6�le O.D. 6-500 37/?C It/ 1 16 16.000 5 52.2 165.1 165.1 165 7.9 165.1 165.1 89 5.0 .100 406.4 127 23.7 6 6,625 61/2 C -F6 5- 6 6.625 31/2 C 11.2 18 18,000 51/2 65.0 150 1682 165 7.5 150 168.3 89 5, 450 457.2 1110 29.5 8 8.625 73/4 C 30.6 8 8.625 41/4 C 19.8 20 20.000 6 80.0 200 1 219,1 197 13.9 200 219.1 7U8 9.0 500 508.0 152 36.3 10 10.750 9 C 53.5 10 10.750 43/4 C 34.3 24 24.000 7 112.0 229 '143 '121 15.6 M0 r 17R 250 273,1 250 273,1 600 50.8 12 12,750 10C 82 12 12,750 51/4 C 50.0 300 323,9 2544 37.2 300 323.9 133 22.7 14* 14.000 21 169.0 14* 14.000 81/4 92.0 C& <a> 350 355.6 533 76.7 350 355.6 222 41., 7 16* 16,000 24 222.0 16* 16.000 10 117.0 LISTED APPROVED --- -- For ListingstApproval Details andU ntations, visit our website at wmanvilinti.mm or 400 4064 610 100.7 400 406.4 254 53.1 contact an Anvil"Sees Representative. 18* 18.000 27 280.0 18* 18.000 111/4 14-6.0 450 4572 686 127.0 450 4572 286 66.2 20* 20,000 30 344.0 20* 20.000 121/2 179.0 C-Cast ductile iron,all others are fabricated steel. 500 508.0 762 1560 500 508.0 317 61.2 14"-24"Standard Radius 90'&45'Elbows are 1 1h Long Radius. --T9-0-.0 -24* 24.000 15 255.0 24* 24,000 36 Center to end dimensions and weights may differ from those shown 600 609.6 1 914 1 2223 600 609.6 381 115.7 - in chat.contact an Anvil Representative for more information. PROJECT INFORMATION APPROVAL STAMP Project: LjApproved Address: ElApproved as noted Contractor: E]Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: F071 vorkla" "FOR POPE NSF/ANSI 61 C UI. us FM Gruvlok fittings are available through 24"nominal pipe U P LISTED APPROVED C For LlslingslApprovat Details and Limitations,- size to a variety of styles.Use the Fitting Size Table to visit our vvebsite ato w,vw.anvilinn.com or convert nominal pipe size to corresponding pipe O.D. C ® contact an Anvir Sales Representative. f ' Galvanizod Giuvlok Fitlinga are ,,,, •->.y. "'L< ,""°,,.":.y These fittings are designed to provide minimum NSF•Bt and Low Load Approved pressure drop and uniform strength. iY ' Depending on styles and size,Gruvlok fittings are < ; provided in various materials including ductile iron, , forged steel or fabricated steel. Pressure ratings of Gruvlok standard fittings conform to those of Fig.7001 Gruvlok coupling. 77 FLOW(EXPRESSED AS EQUIVALENT STRAIGHT PIPE) SPECIFIATIQNS ;;` rg - CAST FITTINGS: Nom. O.D. Pipe Wall Elbow Tee Ductile iron conforming to ASTM A 536,Grade 65-45-12 SizeThickness oo- 45' Branch Bun Malleable iron conforming to ASTM A 47 IR.0041) ,•,:la;mrir ,Intmm-.;:,. R.4n ft/m Ft/m;. " ftfm- FABRICATED FITTINGS: 1 1.3 033 1. 0. 4.4 1.7 25 33.4 1-12"Carbon steel,Schedule 40,conforming to ASTM A 53,Grade B .4 3 3.4 0.5 0.3 T.S O,5 1'/4 1.660 0.140 2.3 1.2 5.8 2.3 14-24"Carbon steel,0.375 wail,conforming to ASTM A 53,Grade B 32 422 3.6 0.7 0,4 1,8 0,7 11/2 1.900 0.145 2.7 1.3 6.7 2.7 COATINGS: 40 48,3 3.7 0.8 0.4 2..0 0.8 Rust inhibiting paint-Color:ORANGE(standard) 2 2.375 0.154 3.4 1.7 8.6 3.4 Hot Dipped Zinc Galvanized conforming to ASTM A 153(optional) 50 60.3 0.9 1.0 0.5 2.6 1.0 21/2 2.875 0.203 4.1 2.1 10.3 4.1 Other Colors Available(IE:RAL3000 and RAL9000) 65 73,0 51 1.2 0.6 3,1 1,2 30.0. 2996 0.197 -1.3 2..2 10.8 4.3 76.1 76.1 5.0 1.3 0.7 3.3 1.3 3 3.500 0.216 5.1 2.6 12.8 5.1 30 83,9 5,5 I,0 O.s 3.9 1.5 FITTING SIZE 410.0. 4.250 0.220 6.4 3.2 16.1 6.4 108.0 108.0 5.6 2.0 1.0 4.9 2.0 Nominal Nominal 4 4.500 0.237 6.7 3.4 16.8 6.7 Size O.D. Size O.D. 100 114.3 6,0 2.0 1.0 5,i 2.0 .5111O.D. 5,236 0.248 6.0 4.0 20.1 g.0 WDNOm),tn./mm In1DN(mni 1rr/mm 133.0 133.0 6.3 2.4 1.2 1 6.1 1 2.4 1 1.315 5 5.563 5'7f U.D. 5.500 0.248 8.3 4.2 20.9 6.3 25 33,4 140 141? 139.7 139.7 6.3 2.5 1.3 '6.4 2.5 11A 1.660 61/40.0. 6,259 5 5.563 0.258 8.4 4.2 21.0 8.4 32 42..4 1 159.0 1 159.0 125 141.3 6,6 2.6 1.3 6.4 2.6 11/2 1.900 6r O.D. 6.500 6'/40.0. 6.259 0.280 9.7 4.9 24.3 a7 40 48.3 165.1 165.1 159.0 159.0 7.1 3.0 1.5 7.4 3.0 2 2:375 6 6.625 61'r O.D. 6,500 0.280 10.0 5.0 24.9 10.0 50 60.3 150 166..3 165.1 165.1 7.1 3.0 1.5 7.6 3.0 21/2 2.875 8 8.625 6 6.625 0.280 10.1 5.1 25.3 10.1 65 73.0 200 219,1 150 168.3 .7,1 3.1 1.6 7.7 3.1 3 O.D. 2996 10 10.750 8 8.625 0.322 13.3 6.7 33.3 13.3 76.1 76.1 250 273.0 200 219.r 8.2 4.1 2.0 70.1 4,T 10 10.750 0.365 16.7 8.4 41.8 16.7 3 3.500 12 12.750 250 273.1 9.3 5.1 2.6 117 5.1 80 88.9 360 323.9 12 12.750 0.375 20.0 10.0 50.0 20.0 31/2 4.000 14 14.000 300 323.9 R 5 6,1 3.0 15.2 f>.1 90 101.6 350 355.6 14 14.000 0.375 22.2 17.7 64.2 22.9 4'i10.D, 4.250 16 16.000 350 35,5.6 9.5 6.8 5.4 79.6 7.0 108.0 108.0 400 406.4 16 16.000 0.375 25.5 20.4 73.9 26.4 4 4.500 18 18.000 400 406.4 9.5 78 6.2 22.5 8,0 100 114.3 450 457.2 18 18.000 0.375 28.9 23.1 87.2 31.1 55'O.D, 5.236 20 20.000 450 457.2 R5 AS 7.0 26.6 9.5 133.0 133.0 500 508,0 20 20.000 0.375 32.2 25.7 97.3 34.8 '5'h 0.1). 5.500 24 24.000 500 506.0 9.5 9.6 7.6 29.7 10.6 139.7 139.7 C+00 609,6 24 24.000 0.375 38.9 31.1 113.0 40.4 son 1 609.E 9.5 11.9 1 9,5 1 34.4 12.3 The Fitting Size Chart is used to determine the O.D.of the pipe that the fittings is to be used vvith. For the reducing tee and branches,use the value that is corresponding to the branch Gruvlok Fittings are identified by either the Nominal size.For example:for 6"x 6"x 3"tee,the branch value of 3"is 12.8 ft(3.91. size in inches or the Pipe O.D.in/mm. GL-11.16 ' SlideLOK° Ready for Installation Coupling O-Wf INIVI = i The patented SlideLOK coupling is the most rigid ready for installation coupling designed to reduce installation = time. The slide action eases assembly and reduces ,,• installation time. The patented gasket provides four separate sealing surfaces for added protection. The Slidel-OK coupling is designed to be used with roll, cut or swage grooved steel pipe, Gruvlok°and SPF® ' grooved-end fittings, and valves. The SlideLOK coupling allows for a maximum working pressure of A50 psi on roll or cut grooved carbon steel Patented* standard wall pipe. The Slidel-OK coupling provides a rigid connection allowing pipe hanging practices per c@us <a> ASME B31 Pipe Codes. LISTED APPROVED For LlstingsrApproval Details and Limitations, visit our webslte at www.anvlllntl.com or *Patent:8550502,8615865,2732427,D680629,D680630,D696751,8282136, SlideLOK Pressure Responsive Gasket contact an AnviP Sales Representative. 9239123,9297482,9194516,9297484,9039046,9500307 MATERIAL SPECIFICATIOWS HOUSING: GASKETS: Materials Ductile Iron conforming to ASTM A-536,Grade 65-45-12 Properties as designated in accordance with ASTM D-2000. BOLTS: ❑ Pre-Lubricated Grade"E"EPDM,Type A Gasket(Violet color code) ❑SAE J429,Grade 5,Zinc Electroplated(standard) -407 to 1507(Service Temperature Range)(-40eC to 66°C) ❑ASTM Al 93,Grade 158,304 Stainless Steel(optional) Recommended for wet and dry(oil free air)pipe fire protection sprinkler ❑SAE J429,Grade 5,Thermo-Diffusion Coated(special order) systems.For dry pipe systems and freezer applications,Gruvlok Xtreme" Lubricant is required. HEAVY HEX NUTS: ❑ASTM A563,Grade A,Zinc Electroplated,Violet Dyed(standard) GASKET TYPE: ❑ASTM Al94,Grade 8,304 Stainless Steel(optional) SlideLOK(1'/a"-8") ❑ASTM A563,Grade A,Thermo-Diffusion Coated(special order) COATINGS: ❑Rust inhibiting paint Color:ORANGE(standard) ❑Hot Dipped Zinc Galvanized(optional) LUBRICATION: ❑Gruvlok XtremeTm required for dry pipe systems and freezer applications. PROJECT INFORMATIONAPPROVAL STt Project: ❑Approved Address: El Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-10.17 ti MI' - Slidel-OK° Ready for Installation Coupling 07 .ANVIL UNINSTALLED VIEW INSTALLED VIEW Y Z-► Y -Z- Xa Xb Figure Nominal Pipe Max. Max Range of Coupling Dimensions Coupling Bolts Specified Torque§ Approx. Number Size O.D. Working End Load Pipe End Wt.Ea. Pressured Separation Xa Xb Y Z Qty. Size Min. Max. 'In."o(mmJ _tn.%mrrt PS!/6ar lbs./kN lnlmm; In/mm: ,In;/mm` -In./mm'. 8ilmiii- Iri./mm R.;lbs%IV=iri' tbs:/K . 74FP 1'/4 1.660 450 973 0'/6 22'/32 2'h 5"/3z 2 2 /s x 2'/s 80 100 1.9 32 42.2 31.0 4.33 0-4.3 74 64 140 51 M12 x 63 NO 135 0.9 74FP 1'/2 1.900 450 1,275 0-'/6 36/32 2'/4 5"/16 2 2 '/2 x 2'/2 80 100 2.1 40 48.3 37.0 5.67 D-4.8 80 70 144 51 M 12 x 63 710 135 1.0 74FP 2 2.375 450 1,993 0 3/6 4"/32 4 611/32 2 2 1/2 x 2'/4 80 100 2.5 50 60.3 31.0 8.87 0.4.8 112 102 164 51 M12 x 70 I10 135 1.1 74FP 21/2 2.875 450 2,921 0-'/16 4'/16 3"A6 6"/6 2 2 /z x 2'/4 80 100 2.6 65 73.0 31.0 U.99 '14.8 106 94 170 51 M12 x 70 110 135 1.2 74FP 3 3.500 450 4,329 0-'/6 42%2 4"/32 7% 2 2 '/2 x 3 80 100 3.1 80 86.9 31.0 19.26 f 4.8 115 111 187 51 M12 x 76 110 135 1.4 74FP 4 4.500 400 6,361 0-'A 5"/32 5"/32 811/6 2 2 '/2 x 3'/2 80 100 3.1 100 114.3 27.6 28.30 111-6.3 152 137 221 51 M12 x 89 110 135 1.4 74* 5 5.563 300 7,291 0-6/i6 1'/4 63/4 10'/2 2 2 6/e x 3'/2 100 130 5.5 125 14 i.3 20.7 32.43 0-7.9 184 171 267 51 M 16 x 89 135 175 2.5 74* 6 6.625 300 10,341 0-Yii6 86/6 73/4 11 2 2 '/e x 3'/2 100 130 6.3 ISO 168.3 20.7 46.00 0-7.9 211 197 279 51 M16 x 89 135 175 2.9 74* 8 8.625 300 17,527 0-'/16 103/4 10'/e 14 2'/2 2 '/4 x 4'/2 130 180 14.3 200 1 219.1 1 20.1 1 77.96 0-7.9 1 273 1 273 1 356 1 64 1 1 M20 x 115 1 175 1 245 1 6.5 Range of Pipe End Separation values are for system layout reference only.Actual installation spacing may vary based on pipe condition. 'When ordering,refer to product as FP74. A WARNING §-Specified bolt torque values are suitable for Schedule 40,30,10,light wall,and specialty pipes. For dry pipe systems and freezer applications ♦-Maximum Working Pressure Rating is for Schedule 40 pipe. lubrication of the Tm Lubricant is required.gasket is required, For use In Dry Pipe Systems:The SlideLOK pressure responsive gasket is featured with four sealing surfaces to increase protection in Gruvlok low temperature applications.Once the SlideLOK gasket is installed,the performance of the gasket is equivalent to the Gruvlok Flush Gap Gasket.Note:The Flush Gap Gasket is not interchangeable with the SlideLOK gasket. FP-10.17 ' SlideLOK° Ready for Installation Coupling z AI\1\/IL NPS Pressure Rating Manufacturer Pipe Groove Size Range cULus FM :o` lo:/DlJlmint= PSi/har PSrllbar. ' 1'/a-3 450 450 32.80 31.0 31.0 Schedule 40* Roll,Cut 4 400 400 100 27.6 27.6 5.8 300 300 125.200, 20.7 20.7 Schedule 30* Roll 8 300 300 700 20.7 20.7 365 365 Schedule 10* Roll 32 too 25.2 25.2 5 8 300 300 125 20C 20.7 20.7 Schedule 10 Swage 1'/4-4 300 300 32-100 20.1 20./ Mega-Flow Roll 1'/a-4,6 300 300 32.100,150 20.1 20.7 Wheatland 1%a-2 300 300 Tube Mega Thread Roll 32-50 20.7 20.7 GL Roll 1'/a-2 300 300 32.50 20.7 20.7 MLT Roll 1'/4-2 300 300 32.50 20.7 20.7 Fire-Flow Roll 1'/a-4 300 300 40.100 20.7 20.7 Youngstown 1'/a-2 300 300 EZ Thread Roll 32.50 20.1 20.7 Eddy-Flow Roll 11/2-4 300 300 Bull Moose 40.100 20.7 20.7 Tube 1'/a-2 300 300 Eddy Thread 40 Roll 32.50 1 20.1 20.7 For the latest cULus pressure ratings,FM pressure ratings,and pipe approvals,please visit onvilinil.com or contact your local Anvil Representative. 'Schedule 40/30 pipe to ASTM A795/A53/ASME 836.10 in accordance with NFPA-13. Schedule 10 pipe to ASTM Al 35/A795/A53 in accordance with NFPA-13. FP-10.17 ' SlideLOK° Ready for Installation Coupling 07 .ANVIL READY FOR INSTALLATION-RIGHT OUT OF THE BOX Do not disassemble the SlideLOK Coupling.The 74FP coupling is ready for installation.The bolt and gasket do not need to be removed. Pipe Preparation Gasket Preparation Assembly Pipe ends are to be cut,rolled or 2Ensure the gasket is suitable for the 3The SlideLOK Fig.74FP may be swage grooved according to Anvil intended application by referring to the installed by one of two methods.The specifications. Not for use on"EG" Anvil gasket compatibility chart. preferred method depends on the type of grooved pipe ends.The pipe end must Slidel-OK pre-lubricated gasket does not pipe components being joined and their be smooth and free from metal burrs, require lubrication. orientation. Please review both methods sharp edges or projections. before installing. PAUTIaM Gruvlok Xtreme Lubricant'must be applied l.'when used in dry pipe systems or freezer applications. ..........._..._......__....__............_..._..__................................._....._.._..- .- _ m. -slide the.SlideLlok coupling completely over-the'.grooved Slide'the,SlideLOK,coupling half way:onta the pipe end or. pipe end,'This will allow:a clear and"un-obstructed'viie of': . ,fitting°This'Wilt better.Accornmodate fitting;and valve the:pipe far;carrect.atignment,, " accessories;during insta!lation, I -4r Aai „a A Slide the couplingon the. C.SlidI6the coupling back- A Slide the ooupling;on.ttie C. Hand tighten°�ihe;nuts to pipe pastahe.groove.The,` over.the grooves"so that the , fitting so that tEie graoVe:aritl' cnrrectiy position the' bolts and nuts can be hand' coupling keys are located ' keys.are aligned. `,` _ coupGngs,'keys,over the :- tightened to posi#ion`the over the respective"'grooves `"resPective_gtooved;ends,:` B.Bring the plpe.end or" ;caupling;in.place... on:bath pipe ends - #itting towards.the coupling,;:,-: D. Follow the Instructions on` B:;Align;the mating pipe-end, Q:Follow the iristructions:ori; and insert sa that'the groove . fiasternng tFie coupling.,as' Align the two`adj©inin I es,,'fastening the coupling as, and coupling ke s are,ali ned.-` .shown in Ste 4 9 l?p p 9 Y 9 p tgge shown in Tighten Nuts Assembly is complete Securelytighten nuts °> Visually inspect the pipet 9 and equally, `yys joint to assure the coupling keys alternate) keeping the gaps at the bolt °a,' are fully engaged in the pipe pads evenly spaced. '" "" grooves.The bolt pads are to have equal gaps on each side of the coupling. . - - . (' i3r'riCL3;Visually inspect both sides of;,, Bolt Wrench Specified the coupling to ensure gaps between Size Size Bolt Torque" bolt pads are evenly,spacedand are !n, . ts, aralle)° n deviat must be comeo '/z '/e 80 100 .',: beforep acing c6upl 9 into service: ; H ... ., '..Er-y;�a3.','�r,.. ....•.',fie::'" �.d 5/e 1'/16 100-130 31a 1'/e 130-180 'Non-lubricated bolt torque CAUTION: Uneven tightening may cause the gasket to pinch. Gasket should not be visible between segments after bolts are tightened. CORRECT INCORRECT FP-10.17 CMM SlideLOK® Ready for Installation Coupling O-W REINSTALLATION OF THE 740P SLIDELOK COUPLING The Slidel-OK coupling is designed to be installed in the ready for installation assembly position once.After the initial assemble the following steps are to be taken to re-install the 74FP Slidel-OK coupling. De-Pressurize the System ,A".T y., De-pressurize the system before removing the SlideLOK Coupling. Dis-assemble the couplings by removing the nuts, bolts and gasket from the hous- ing halves.A wrench is required to overcome the epoxy used to secure the nuts on the bolts. Pipe Preparation 44 .u' �213ipe ends are to be cut, rolled or swage grooved according to Anvil Housing Assembly Assembly is complete specifications. Not for use on"EG" Place each of the housing halves Visually inspect the pipe joint to grooved pipe ends.The pipe end must on the pipe making sure the housing assure the coupling keys are fully be smooth and free from metal burrs or key fits into the groove. Be sure that the engaged in the pipe grooves.The bolt projections. tongue and recess portions of the hous- pads are to have equal gaps on each ing mate properly. Insert the bolts. side of the coupling. ......... III4III a' MPTIM Visually insPect both sides of the coupling' °_.. to ensure gaps betviben,bolt pads are evenly:", ®�y- �,•,,, :;,�� �,R,� �, �$�. 9 �' spaced and are parallel:Ariy deviations must becorrected before placing coupling into sel?nce. '° � 6•.., b _ ,• ar 11 Gasket Preparation ,a Ensure the gasket is suitable for the � intended application by referring to the Anvil gasket compatibility chart.A light Tighten � � coating of Gruvloe XTreme'"lubricant must be applied to the gasket prior to Securely tighten nuts alternately ,, installation. Pdequally, keeping the gaps at the bolt CORRECT pads evenly spaced. ANSI Specified Bolt Torq_ue Bolt Size Wrench Size Specified Bolt Torque* �f lrc.. !n. F7.Lb377 1/2 1/8 80-100 Va 1�/1c 100-130 ' 3/4 1'/4 130-180 'Non-lubricated bolt torque F. CAUTION: Uneven tightening may - f° cause the gasket to pinch.Gasket should Pope Alignment and not be visible between segments after INCORRECT Gasket Installation bolts are tightened. Slide the gasket onto the pipe then align the two pipe ends together. Pull the gas- ket into position,centering it between the grooves on each pipe.Gasket should not extend into the groove on either pipe. FP-10.17 1, ANVIL ' SlideLOK° Ready for Installation Coupling Z Y� B O tL ^x V D SWAGE GROOVE SPECIFICATIOM 1- -2- -3- 4- -5- -6- -7- -8- Nominal Pipe O.D. 'A" 'T "C"Actual "C"Tol. "D" "T"Min.Allow. Max.Flare Size Actual Tolerance ±0.030/±0.76 ±0.030/±0.76 +0.000 (Ref.Only) Wall Thick Diu. !n%DNlmm)` InJmm +Li/mm. .•lolmm /rt./mm In✓mm lrtlrun : .. R:,;c>Inlmm h+lmm,, fnlmm. ^.`/n1mm; 1'/a 1.660 +0.016 -0.016 0.625 0.281 1.535 -0.015 0.063 0.065 1.770 32 422 f0.41 441 i5.88 I.i4 38.99 •0.38 1.60 1J 450 1'12 1.900 +0.019 -0.019 0.625 0.281 1.775 -0.015 0.063 0.065 2.010 40 48.3 4.43 -0.46 1 !5.68 7.14 45 09 1 -0.38 1.60 1.7 5 i.1 2 2.375 +0.024 -0.024 0.625 0.344 2.250 -0.015 0.063 0.065 2.480 50 60.3 40.61 •0.61 i5.88 8.74 57.15 -c1.38 1.60 1.7 630 21h 2.875 +0.029 -0.029 0.625 0.344 2.720 -0.018 0.078 0.083 2.980 n5 73." +0.14 0.14 15.88 8.14 69.09 -0.46 1.98 2.1 75.7 3 3.500 +0.035 -0.031 0.625 0.344 3.344 -0.018 0.078 0.083 3.600 80 88.9 4..69 0.79 15.88 6.74 84.94 -0.46 1.98 2.i 91.4 4 4.500 +0.045 -0.031 0.625 0.344 4.334 -0.020 0.083 0.083 4.600 100 1143 �114 479 1568 6.74 110.RR 0.5i 2.1! 1 21 116.8 COLUMN 1-Nominal IPS Pipe size. Out of roundness:Difference between maximum O.D. and minimum COLUMN 2-IPS outside diameter. O.D.measured at 90'must not exceed total O.D.tolerance listed (reference column 2). COLUMN 3-Gasket seat must be free from scores,seams,chips,rust For IPS pipe,the maximum allowable tolerance from square cut ends or scale which may interfere with proper sealing of the gasket.Gasket is 0.03"for 1"thru 31/2";and 0.045"for 4". seat width(Dimension A)is to be measured from the pipe end to the verti- cal flank in the groove wall. Weld Seams must be ground flush with the pipe O.D.and ID prior to COLUMN 4-Groove width(Dimension B)is to be measured between roll grooving. Failure to do so may result in damage to the roll grooving vertical flank of the groove size walls. machine and unacceptable roll grooves may be produced. COLUMN 5-The groove must be of uniform depth around the entire V"A"tolerance+0.030"/-0.060" (+0.77/-1.54 mm) pipe circumference. (See column 6). COLUMN 6-Groove depth:for reference only.Groove must conform to the groove diameter"C"listed in column 5. COLUMN 7-Minimum allowable wall thickness which may be roll grooved. COLUMN 8-Maximum allowable pipe end flare diameter.Measured at the most extreme pipe end diameter of the gasket seat area. FP-4.17 I I W-1111 Mill Product informatiori" High-performance intumescent firestop sealant FS-ONE MAX Applications M For effectively sealing most common through penetrations in a variety of base materials N For use on concrete,masonry and drywall • Mixed and multiple penetrations • Metal pipe penetrations:copper,steel and EMT • Insulated metal pipe penetrations:steel and copper • Plastic pipe penetrations:closed or vented Advantages • US-produced:"Buy American"compliant • One product for a variety of common through penetrations • Cost-effective,easy-to-use solution • Water-based and paintable Technical data • Industry-leading VOC results Chemical basis Water-based acrylic dispersion • Ethylene glycol-free Approx.Density 84.3 JbM3 Color Red FB6Application temperature range 41-104 OF MTOW WMPATISM Approx.cure timer 4 mm13 days Temperature resistance range -4 to 212 IF Chemical Mold and mildew Mold and mildew performance Class 0(ASTM G21-96) resistant resistant Mold and mildew resistance Yes FILL,VOID OR CAVITY MATERIAL Surface burning characteristics Flame spread:0 FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS -UL 723(ASTM E84) Smoke development:10 Uu U.L"US SEE UL FIRE RESISTANCE DIRECTORY Tested in accordance with UL 1479,ASTM E81 4,ASTM E84, APPROVED C'(F 66Y7 CAN/ULC-S1 15,ASTM G21,ASTM E90_ Intertek California State fire marshal approval CSFM Listing 4485-1200:0108 for FS-ONE MAX Intumescent Firestop Sealant Expansion ratio(unrestricted,up to) 1:5 at 75'F/24*C,50%relative humidity FS-ONE MAX 20oz foil(3 case+disp) 1 x Foil pack dispenser manual CS 270-131,75x Firestop sealant FS-ONE MAX 20 oz foil 3530252 FS-ONE MAX uItLe Zfflre�t�R sealant -no.cartridge, E _L ... _ _ FS-ONE MAX 5 gallon(18 pails) 18x Firestop sealant FS-ONE MAX 5 gallon pail 3530263 '2 x 1 '7a TanR,�S-OE lv=�20�.oz_f6l1`_"7;".' '77' nn �LF tes FS-ONE MAX 20oz foil(3 cases) 75x Firestop sealant FS-ONE MAX 20 oz foil 3530251 -tl 60DX FSgNE MAX 2016i'foil,290X'Bulk Sh1ppIqqS IFS-ONE MAX 10 oz cartridge 2101531 5 7717—, i- —----- w -r- - (D 60 A)MC Hilti® Outperform. Outlast. 0 ® 0.11 0 Hilti,Inc.(USA)1-800-879-8000 1 www.us.hilti.com I en espahol 1-800-879-50001 Hilti(Canada)Corp.1-800-363-4458 1 www.hilti.ca 'k R 3Brimar Product Information Bulletin 64 Outwater Lane, Garfield, NJ 07026 Ph: 973-340-7889 Fax: 973-340-7809 Ahki r Si n' R re/Sp 1 e g S SYSTEM lei I 1 D IN CASE OF FIRE DO NOT SHUT VALVE UNTIL FIRE is ENTIRELY OUT SPR-2 SPR-16 SPR-17 SPR-18 73/4"x9" 5x7" 7"x10" 5x7" 1 7"x10" 5x7" 1 7"x10" yr°r - ! • - • SPR-20 SPR-21 7x5" 1 10x7" 7x5" 110x7" Sprinkler Plates ��qq SPR-3 SPR-4 SPR-5 SPR-6 SPR-7 SPR-8 6"x2" 6"x2" 6"x2" 6"x2" 6"x2" 6"x2" •- SPR-9 SPR-10 SPR-11 SPR-12 SPR-13 SPR-14 6"x2" 6"x2" 6"x2" 6"x2" 6"x2" 6"x2" 10 r, l ' 1 MAIN DRAIN DRAIN VALVE INSPECTORS TEST SPR-22 SPR-23 SPR-24 25752 25750 25758 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" Product Description: Materials: Sprinkler system plates comply with the National ° .020"thick Rust Free White Aluminum Board of Fire Underwriters(NFBU)Standard No. 13. °Aluminum does not rust or break,graded for outdoor use. Line plates can be used throughout the piping system •4 pre-drilled holes @ 0.218"and Square Corners as markers or applied as valve tags. •Printed with UV Resistant Inks Temp Range:-40°F to 212°F DATE: I I JOB: CONTRACTOR: www.pipemarker.com I sales@pipemarker.com Toll Free: 800.274.6271 1 Toll Free Fax: 800.279.6897 Page 14.of 6 EASYPAC COMMERCIAL 1TECHNICAL RISER MANIFOLD �.► ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking EasyPac Commercial Riser Manifold Assemblies are available in sizes 1-1/4", 1-1/2",2",2-1/2",3",4",6"and 8"for commercial systems.They are available with an AGF TESTanDRAIN valve,and/or pressure relief valve(PRV)to meet NFPA 13 requirements for gridded systems and any system requiring a pressure relief valve.This configuration eliminates the need to drain the system before installing the relief valve,while a built in test port allows hydrostatic testing without draining the system. EasyPac Commercial Assemblies are designed with all required equipment and standard components that can be replaced in the field, including pressure gauges,Potter flow switches,3-way gauge control valve and appropriate drain valve.All assemblies are available in grooved inlet and outlet connections 1-1/4"-8"using Schedule 10 steel pipe.The 1-1/4"to 2"assemblies are also available with male NPT threaded inlets and outlets,or threaded inlets x grooved outlets using Schedule 40 steel pipe. 2. LISTINGS AND APPROVALS i WARNING:Cancer and Reproductive Harm- •= Pressure Gauges: UL Listed, FM Approved www.P65Warnings.ca.gov Waterflow Alarm Switch: UL Listed-Category USQT, cUL Listed, FM Approved-Waterflow Detectors,Vane Type, CSFM Listed Ball Valve: UL Listed, FM Approved AGF TestanDrain Model 1000: UL Listed-Category VEHZ, FM Approved-Sprinkler System Alarm Testers AGF TestanDrain Model 1011 with Pressure Relief Valve: UL Listed-Category VEHZ,FM Approved-Sprinkler System Alarm Testers 3. TECHNICAL DATA Viking Technical Data may be found on Specifications and Material Standards: The Viking Corporation's Web site at Available since 2007. http://www.vikinggroupinc.com. • Pressure Rating:300 PSI(20.7 bar)maximum water working pressure. The Web site may include a more recent • Fabricated steel pipe. edition of this Technical Data Page. • Available in grooved inlet and outlet connections 1-114"to 8"using Schedule 10 steel pipe. • 1-1/4", 1-1/2", and 2" assemblies are also available with male NPT threaded inlet and outlet, or threaded inlet x grooved outlet using Schedule 40 steel pipe. • Riser bodies coated with black Ecoat. • Flow Switch:Two single-pole double-throw switches with Form C contacts rated at 15 Amps 125/250 V.AC,2.5 Amp 0-30 V. DC. Each switch can be wired for open or closed circuit operation.See Figure 1. Ordering Information: (Also refer to the current Viking price list.) There are three different options are available for the commercial line: Commercial EasyPac Assemblies with Ball Valve(See figure 2) Commercial EasyPac Assemblies with TESTanDRAIN Valve(See figure 3) Commercial EasyPac Assemblies with TESTanDRAIN and Pressure Relief Valve(PRV)(See figure 4) See Table 1 for Part Numbers. 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Note:EasyPac Commercial Riser Manifold Assemblies can be installed horizontally with flow switch on top,or vertically with flow upward. Viking EasyPac Riser Assemblies use Potter VSR flow switches.The literature that accompanies the VSR states that the switch should not be installed within 6"of a change of direction of pipe or within 24"of a valve.This is merely a recommendation to reduce the pos- sibility of the switch not operating while minimal waterflow is occurring.This is a recommendation only, not a requirement. 5. OPERATING INSTRUCTIONS 1. To Test:Turn valve handle counterclockwise from"Off'to"Test".The handle will stop automatically.After test is completed, return handle to"Off'. 2. To Drain: Turn handle counterclockwise from "Off'to "Test".The handle will stop automatically. Depress "Push" button and turn handle to"Drain".When system is empty, return handle clockwise to"Off' position. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. Form No. F_102307 18.10.18 P65 Replaces Form No. F_102307 Rev September 18,2009 (Added P65 Warning.) Page 2 of 6 EASYPAC COMMERCIAL RISER MANIFOLD ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikinocorp.com Table 1 -Commercial EasyPac Assemblies TESTanDRAIN Option: Includes a test orifice with size specified Inlet/Outlet Viking Part from 3/8"(K2.8)to 25K ESFR', depending Pipe Size Connections Option Pipe Size Number on the smallest sprinkler installed on the Ball Valve 15248 system.Must add suffix to the part number Thread/Thread TESTanDRAIN Schedule 40 14871 for the desired orifice size. ------- TESTanDRAIN and PRV 14873 Orifice Suffix: A=3!8"(K 2.8) Ball Valve 15249 B=7/16"(K 4.2) 1-114" Groove/Groove TESTanDRAIN Schedule 10 14872 C=1/2"(K 5.6) TESTanDRAIN and PRV 14874 D=17132"(K 8.0) Ball Valve 15250 E=K 11.2 ELO Thread/Groove TESTanDRAIN Schedule 40 15251 F=K14 ESFR TESTanDRAIN and PRV 15252 G=K25 ESFR Ball Valve 15253 Thread/Thread TESTanDRAIN Schedule 40 14875 TESTanDRAIN with PRV Option: - - -- - Includes test orifice and pressure relief ---.-.--TESTanDRAIN and PRV _ 14877 valve. The test orifice must be specified _Ball Valve - - 15254 based on the smallest sprinkler installed on 1-1/2" Groove/Groove _TESTanDRAIN Schedule 10 14876 the system for 3/8" (K2.8) to K25 ESFR". TESTanDRAIN and PRV 14878 The pressure relief valve is not factory Ball Valve 15255 assembled to the TestanDrain. Must add Thread/Groove TESTanDRAIN Schedule 40 15256 suffix to the part number for the desired orifice size and pressure setting of the TESTanDRAIN and PRV 15257 � pressure relief valve. Ball Valve 14899 Orifice Suffix: Thread/Thread TESTanDRAIN Schedule 40 14935 A=3/8"(K 2.8) TESTanDRAIN and PRV_ - 14847 B=7/16"(K 4.2) Ball Valve 14848 C=1/2"(K 5.6) 2" Groove/Groove TESTanDRAIN Schedule 10 14850 D=17132"(K 8.0) TESTanDRAIN and PRV _ 14851 E=K 11.2 ELO Ball Valve 15258 F=K14 ESFR - .._..------... G=K25 ESFR------ -- Thread/Groove TESTanDRAIN Schedule 40 15259 PRV Suffix: TESTanDRAIN and PRV 15260 PIR----------------------------- --- - - 175 Ball Valve 14852 185 2-1/2" Groove/Groove _ TESTanDRAIN Schedule 10 _ 14853 195 TESTanDRAIN and PRV 14854 205 Ball Valve 14855 225 3" Groove/Groove TESTanDRAIN Schedule 10 14856 250 TESTanDRAIN and PRV 14857 NOTE: It is important to note that the Ball Valve 14858 pressure rating of the relief valve indicates an operating range of pressure for both 4" Groove/Groove TESTanDRAIN Schedule 10 14859 opening and closing of the valve.Standard TESTanDRAIN and PRV 14860 relief valves are required to OPEN in a range Ball Valve 14861 of pressure between 90%and 105%of their 6" Groove/Groove TESTanDRAIN Schedule 10 14862 rating.The valves are required to CLOSE at TESTanDRAIN and PRV 14863 a pressure above 80%of that rating. -..._......_................-.................--._._....-- Ball Valve 16264 - --- -------- ' ESFR TESTanDRAIN not available in 1-1/4". 8" Groove/Groove TESTanDRAIN Schedule 10 15265 1-112"or 2"Risers. TESTanDRAIN and PRV 15266 Table 2-Pipe Diameters 1-1/4" 1-1/2" 2" 2-1/2" 3" I 4" 6" 8" ...................._- ............ ----- --._..._..-_........ _......_.........._........- -------- Pipe OD 1.660" 1.900" 2.375" 2.875" 3.5" 4.5" 6.625" 8.625" (42 mm) (48 mm) (60 mm) (73 mm) (89 mm) (114 mm) (168 mm) (219 mm) Schedule 10 Pipe ID 1.45" 1.69" 2.16" 2.64" 3.26" 4.26" 6.36" 8.249" (36.6 mm) (42.7 mm) (54.8 mm) (66.9 mm) (82.8 mm) (108.2 mm) (161_5 mm) (209.5 mm) Schedule 40 Pipe ID 1.38" 1.61' 2.07" NIA NIA N/A N/A NIA (35.1 mm) (40.9 mm) (52.5 mm) Form No. F 102307 18.10.18 P65 Page 3 of 6 EASYPAC COMMERCIAL RISER MANIFOLD ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 7. AVAILABILITY The Viking EasyPac Riser Assemblies are available through a network of domestic and international distributors.See The Viking Cor- poration web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. BELL OR HORN COuLR N❑ To auxiliary NC o annunciator or control + C❑M when required Figure 7 -Flow Switch with Two Single Pole, Double Throw Micro Switches Form No. F_102307 18.10.18 P65 i Page 4 of 6 EASYPAC COMMERCIAL j RISER MANIFOLD �! ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Vl&r. (D (D 0 C WATER i FLOW Cc()) Eq�j-Q Figure 2-Basic Commercial EasyPac Size A B C D E F G j H 1 1-1/4"(DN32) VSR-S Flow Switch 1"NPT 16-1/2" 15" 1-1/2" 6-3/32" 6-11/32" 4-3/16" 8-9/16" (419) (381) (38) (155) (161) (107) (218) r 1-1/2"(DN40) VSR-S Flow Switch 1"NPT 16-1/2" 15" 1-1/2" 7-19/32" 6-15/16" 5-11/16" 10-1/16" (419) (381) (38) (193) (164) (144) (256) 2"(DN50) VSR Flow Switch 1"NPT 14-1/2" 13" -15/32" 6-7/16" 5-51/64" 4-9/16" 8-59/64" (369) (330) (12)' (164) (148") (116) (227) 2-1/2"(DN65) VSR Flow Switch 1-1/4"NPT 14-1/2" 13" 518" 6-11/16" 6-3/64" 5-1/4" 9-39/64" (369) (330) (16) (170) (154) (133) (244) 3"(DN80) VSR Flow Switch 1-1/4"NPT 14-1/2" 13" 5/8" 7" 6-23/64" 5-9/16" 9-59164" (369) (330) (16) (178) (162) (141) (252) 4"(DN100) VSR Flow Switch 2"NPT 14-1/2" 13" -1-3/4" 7-1/2" 6-25/32" j 7-3/4" 13-5/16" (369) (330) (44)- (191) (1731 j (197) (338) 6"(DN150) VSR Flow Switch 2"NPT 14-1/2" 13" -1-3/4" 8-35/64" 7-53/64" i 8-51/64" 14-23/64" (369) (330) (-44)- (217) (199) (223) (365) 14-3/4" 13" -1-3/4" 9-1/2" 8-3/4" 9-3/4" 15-1/2" 8„(DN200) VSR Flow Switch 2"NPT (375) (330) (-44)* (243) (225) l (249) - (391) Dimension E is negative because the ball valve extends below the end of the manifold body. Form No. F_102307 18.10.18 P65 Page 5 of 6 EASYPAC COMMERCIAL N1 I KI Wb RISER MANIFOLD ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com F - H VKING i I i i ®®® j ®--- ------- - I i i i AO D C i 0 0rj TESTA DRAIN A I ri ! � i ! E I i I G - I Figure 3-Commercial EasyPac with TESTanDRAIN Size A B C D E F G H I 1-1/4"(DN32) VSR-S Flow Switch 1"NPT 16-1/2" 15" 5-1/8" 6-3/32" i 6-11/32" 4-1/2" 9-3/32" (419) j (381) (131) (155) (161) (114) (231) 1-1/2"(DN40) VSR-S Flow Switch 1"NPT 16-1/2" ! 15" 5-1/8" 7-19/32" 6-15/16" 4 3/4" 9 7/32" — — -- (419) (381) (131) (193) (164) (121) (234) 2"(DN50) VSR Flow Switch 1"NPT 14-1/2" 13" 3-1/16" 6-7116" 5-51/64" 4-49/64" 9-35/64" (369) (330) (78) (164) (148") (121) (242) 2-1/2"(DN65) VSR Flow Switch 1-1/4"NPT 14-1/2" 13" 3-1/4" 6-11/16" 6-3/64" 6-1/4" 10-61/64" (369) (330) (83) (170) (154) (159) (278) 3"(DN80) VSR Flow Switch 1-1/4"NPT 14-1/2" 13" 3-1/4" 7" 6-23/64" 5-5/8" 11-17164" (369) (330) (83) (178) (162) (143) (286) 4"(DN100) VSR Flow Switch 2"NPT 14-1/2" ! 13" 2-5/8" 7-1/2" 6-25/32" 8-3/16" 16-3/8" (369) (330) (66) (191) (173) (208) (416) 14-1/2" 13" 2-5/8" 8-35/64" 7-53/64" 9-15/64" 17-27164" 6 (DN150) VSR Flow Switch 2"NPT (369) j (330) (66) (217) (199) (235) (443) 8"(DN200) VSR Flow Switch 2"NPT 14-3/4'. i 13" 2-3/4" 9-1/2" 8-3/4" 10-1/4" 18-1/2" (375) ( (330) (70) (243) (225) (262) (468) Form No. F_102307 18.10.18 P65 c Page 6 of 6 EASYPAC COMMERCIAL NJIKJNG4 TECHNICAL ® � RISER MANIFOLD TA ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com F� H MKING ®cc)® E EIII ®®® WATER C FLOW duo p r-NO c _ ""NOTE: PRESSURE m TEST AN_DRAIN RELIEF VALVE KIT e IS SHIPPED LOOSE. A� III �j IT IS NOT FACTORY INSTALLED. g o B E Figure 4-Commercial EasyPac with TESTanDRAIN and PRV Size A B C D j E F G H I 1-1l4"(DN32) VSR-S Flow Switch 1"NPT 16-1/2" 15" 5-1/8" 6-3/32" 6-11/32" 4-1/2" 9-3/32" (419) (381) (131) (155) (161) (114) (231) 1-1I2"(DN40) VSR-S Flow Switch 1"NPT i 16-1/2" 15" 5-1/8" 7 19132" 6-15/16" i 4-3/4" 9-7l32" 1 (419) (381) (131) (193) (164) (121)— (234) .........--..._.-_...........------..-._._.__... 2"(DN50) VSR Flow Switch 1"NPT ; 14-1/2" 13" 13-3/16" 6-7/16" 5-51/64" i 5-13/64" 10-45/64" (369) (330) (81) (164) (148") (132) (272) 2-1/2"(DN65) VSR Flow Switch 1-1/4"NPT 14-1/2" 13" 1 3-1/4" 6-11/16" 6-3164" 6-1/4" 10-61/64" --_- - - _- (369) (330) I (83) (170) (154) (159) (278) i 14-1/2" 13" 1 3-1/4" 6-23/64" 1 5-5/8" 11-17/64" 3"(DN80) VSR Flow Switch 1-1/4"NPT (369) (330) 1 (83) 7 (178) (162) (143) (286) 4"(DN100) VSR Flow Switch 2"NPT 14-1/2" 13" 2-5/8" 7-1/2" 6-25/32" 18-3/16" 16-3/8" (369) (330) (66) (191) (173) (208) (416) 6"(DN150) VSR Flow Switch 2"NPT 14-1/2" 13" I 2-5/8" 8-35/64" 7-53164" 9-15/64" 17-27/64" (369) (330) (66) (217) (199) (235) (443) 8"(DN200) VSR Flow Switch 2"NPT 14-3l4" 13" 2-3/4" 9-1/2" 8-3/4" 10-1/4" 18-1/2" (375) (330) (70) 1 (243) 1 (225) (262) (468) Form No. F_102307 18.10.18 P65 Replaces Form No. F-102307 Rev September 18,2009 (Added P65 Warning.) SPF/RNVIL' DUCTILE IRON THREADED FITTINGS s�MIi FIG. 3201 90° Elbow „,Il, i ,lily t t t . i YS @US <S> A LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anviling.corn or contact an Anvil*Sales Representative. ELBOW MATERIAL SPECIFICATIOMS Nominal Size Maximum Dimension A Approx.Wt.Each Working Pressure• Dimensions: ASME B 16.3 4 In(arm?; '` MPS1,fkPa', F= In.(mmla' .:`` °tbs{kg}'' Material: ASTM A536 Grade 65-45-12 1 500 1.50 0.62 Finish: Black 20 3450 36.10 0.28 1% 500 1.75 0.90 Threads: NPT per ASME B1.20.1 32 3450 44.45 0.41 Agency Approvals: All ductile iron threaded fittings are 500 1. 1.20 40 3450 44.276 0.54 PP UL/ULC Listed and FM Approved. 40 11 2 500 2.25 1.85 50 3450 57.15 0.84 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. A—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit onvilintl.com or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECTO• L APPROVAL Project: LjApproved Address: ElApproved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 0C LER FT�v,'�) DUCTILE IRON THREADED FITTINGS P&WIL FIG. 3201R Reducing 90° Elbow B�I 2 F A T I' LISTED APPROVED AFor Llstin stA roval Details and Limitations, visit our websile at www.anvillnll.com or 1 x 2 contact an Anvil-Sales Representative. MATERIALFIGURE 3201R REDUCING 900 ELBOW SPECIFICATIONS Nominal Size Max.Working Dimensions Approx. 1 x 2 Pressure. A g Wt.Each Dimensions: ASME B 16.3 in.(MM) ef(iPo'1, ,.,,-In,{riiml lrt.feimj'`"°' ,•e;lbs.fkg3,';�. Material: ASTM A536 Grade 65-45-12 1 x'/z 500 1.26 1.36 0.44 Finish: Black 25x 15 3450 32.00 34,54 0.20 1 x 3/, 500 1.37 1.45 0.52 Threads: NPT per ASME B 1.20.1 25x20 3450 34.79 36.83 0.24 Agency Approvals: All ductile iron threaded Fittings are 1'/<x'/z 500 1.34 1.53 0.64 UL/ULC Listed and FM Approved. 32 x 15 34550 34.03 38.86 0.29 1'/,x 3/, 500 1.45 1.62- 0.72 32x 20 3450 36.63 41.14 0.33 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. 1'/<x 1 500 1.58 1.67 D.]5 Therefore,over tightening can cause damage to pipe threads which may cause leakage.Ductile iron fittings should be tightened approximately three turns beyond 32x 25 3450 40.13 42.41 0.34 hand tight,but no more than four turns. 1'/s z 1 500 1.65 1.80 0.92 40 x 25 3450 41.91 45.72 0.42 1'/2 x I% 500 1.82 1.88 1.08 40x 12 3450 46.22 47.75 0.49 2 x'/t 500 1.49 1.88 1.08 50x 15 3450 37.84 47.75 0.49 2 x 1/4 500 1.60 1.97 1.24 50 x 20 3,150 40.64 50.03 0.56 2 x 1 500 1.73 2.02 1.40 50x25 3,150 43.94 51.30 0.64 2 x 1 I/, 500 1.90 2.10 1.52 50x32 3450 48.26 53,34 0,70 2 x 1'/z 500 2.02 2.16 1.65 .50x 40 3450 51.30 54.86 0.75 ♦-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit onvilintl.com or contact your local Anvil Representative. PROJECTt APPROVAL STt Project: Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/13I-1.15 5PF/t� IVN L DUCTILE IRON THREADED FI TIIV S FIG. 3205R Reducing Tee if C i t <: 2 t B r 3 C UL us <FM A la 1 LISTED APPROVED 4 For ListingstApproval Details and Limitations. i q visit our website et www.anvillntl.com or 1 X 2 X 3 - contact an Anvil•Sales Representative. SPECIFICATIONSFIGURE 320SR REDUCING TEE MATERIAL Nominal Size Max. Dimensions Approx. Working Dimensions: ASME B16.3 l x 2 x 3 Pressure. A g � Wt.Each Material: ASTM A536 Grade 65-45-12 Ir Cmrrr) PSi,{kPal, In.tfoit) ' "Art-1iirnl 3 a `in:fr m3 tGs,`tky) Finish: Black 1 x'/z x l 500 1.50 1.36 0 1.50 0.64Threads: NPT per ASME B 1.20.1 25x15x25 3450 38.1.1U 3r.54 38.r0 0.29 29 p 1 x3/4x1 500 1.50 1.45 1.50 0.73 Agency Approvals: All ductile iron threaded fittings are 25x20 125 3450 38.10 36.83 38.10 0.33 UL/ULC Listed and FM Approved. 1 x 1 x/ 500 1.26 1.26 1.36 0.71 25 x 25 x 15 3450 32.00 32.00 34.54 0.32 1 x 1 X s/ 500 1.37 1.37 1.45 0.76 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. 25 x 25x 20 3450 34.80 34.80 36.83 0.34 Therefore,over tightening can cause damage to pipe threads which may cause 1 x 1%1'/�* 500 1.61 1.b7 1.58 0.98 leakage.Ductile iron fittings should be tightened approximately three turns beyond hand tight,but no more than four turns. 25 x 25 x 32 3450 4241 42.41 40.13 0.44 1 x 1%I1/* 500 1.80 1.80 1.65 1.16 25 x 25 x 40 3450 45.72 45.71 41.91 0.53 1'/4 x 1 x'/* 500 1.34 1.26 1.53 0.82 FIGURE 3205R REDUCING TEE 32x25x 15 3450 39.091 32.00 38.86 0.37 Nominal Size Max. Dimensions 1%X 1%3/4 500 1.45 1.37 1.62 0.90 Working Approx. 32 x 25 x 20 3450 36.83 34.80 41.15 0.41 1 x 2 x 3 Pressured A B C 1'/4 x 1 x 1 500 1.58 1.50 1.67 1.00 32 x 23 x 25 3450 40.13 38.10 4242 0.45 In (to PSJ app) In fmml`:. 7n.- 1'/4 x 1%1'/4 500 1.75 1.67 1.75 1.08 1%x 1'/4 x 3/4 500 1.45 1.45 1.62 0.92 32 x 25 x 32 3450 44.45 42.42 44.45 0.49 32 x 32 x 20 3450 36.83 36.83 41.15 0.42 1'/4 x 1 x 1142 500 1.88 1.80 1.82 1.42 1'/4 X 1'/4 X 1 500 1.58 1.58 1.67 0.95 32 x 25x 4{i 3450 47.15 45.12 46.22 0.64 32 x 32 x 25 3450 40.13 40.13 42.42 0.43 1'/4 x 1'/4 x'/ 500 1.34 1.34 1.53 0.86 1'/4 x 1'/4 x 1 I/* 500 1.88 1.88 1.82 1.45 32 x 32 x 15 3450 34.04 34.04 38.86 0.39 32 x 32 x 40 3450 1 47.75 41.15 46.22 0.66 ♦Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit onvilintl.com or contact your local Anvil Representative. * Part supplied as"Bull Head Tee". PROJECT1 ' ' 1 APPROVAL ST4 Project: ❑Approved Address: [-]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPHDI-1.15 CCCCsP1=���1�11. DUCTILE IRON THREADED FITTINGS FIG. 3205R Reducing Tee if C -> ., ; 2 B a A y 1 x2x3 FIGURE Nominal Size Max. Dimensions P Nominal Size Max. Dimensions Ap Working � Each Working 1.Each l x 2 x 3 Pressured A B C l x 2 x 3 Pressured A B 1a.'(mm) `PSI(jPa) `" 7n.(mm)" In.(mm) „ "fn;(mm1 t6s,(kg) In.(mm) PSI 0a) ""4n.(mm) In.(inm)"" /Rx{mmla> "'lbs..(kg) 1'/4 x 1'/4 x 2* 500 2.10 2.10 1.90 1.75 1'/2 x 1'/2 x 2* 500 2.16 2.16 2.02 1.98 32 x 32 x 50 3450 .53.34 53.34 48.26 0.79 40.a 40 x 50 3450 54.86 54.86 51.30 0.90 1''12 x 1 x%2 500 1.41 1.34 1.66 0.95 2 x 1 x 2 500 2.25 2.02 2.25 2.15 40 x 25 x 15 3450 35.81 34.04 41.16 0.43 50 x 25 x 50 3450 57.15 51.31 57.15 a 98 1/2 x 1 x V44 500 1.52 1.37 1.75 1.14 2 x 1'/4 x 2 500 2.25 2.10 2.25 2.30 40 x 25 x 20 3450 36.61 34.60 44.45 0.52 50 x 32 x 50 3450 57.?5 53.34 57.15 1.04 1'/2 x 1 x 1 500 1.65 1.50 1.80 1.17 2 x 1'/2 x'/7 500 1.49 1.41 1.88 1.50 40 x 2.5 x 25 3450 41.91 38.10 45.72 0.51 50 x 40 x 15 3450 37.8.5 35.81 41.75 0.68 1'/2 x 1 x 1'/4 500 1.82 1.67 1.88 1.34 2 x 1'/2 x 3/4 500 1.60 1.52 1.97 1.62 40 x 25 x 32 3450 46.23 42.42 47.75 0.61 50 x 40 x 20 3450 40.64 38.61 50.04 0.73 1%2 x 1 x 1'/2 500 1.94 1.80 1.94 1.45 2 x 1'/2 x 1 500 1.73 1.65 2.02 1.64 40 x 25 x 40 3450 49.28 45.72 49.28 0.66 50 x 40 x 25 3450 43.94 41.91 51.31 0.74 1'/2 xl'/4 x'/2 500 1.41 1.34 1.66 1.05 2 x 1'/z x 1'/4 500 1.90 1.82 2.10 1.80 40 x 32 x 15 3450 35.81 34.04 42..16 0.48 50 x 40 x 32 3450 48.26 46.23 53.34 0.82 1�/2 xl'/4 x 3/4 500 1.52 1.45 1.75 1.15 2 x 1%2 x 1112 500 2.02 1.94 2.16 2.00 40 x 32 x 20 345038.61 36.83 44.45 0.5 50 x 40 x 40 3450 51.31 49.28 54.86 0.91 1'/2 x 1'/4 x 1 500 1.65 1.58 1.80 1.25 2 x 1'/2 x 2 500 2.25 2.16 2.25 '2.35 40 x 32 x 25 3450 41.91 40.13 45.12 0.57 51)x 40 x.5"0 3450 V.15 54.66 V.1.5 1.07 1'/2 x 1'/4 x 1* 500 2.16 2.10 2.02 1.90 2 x 2 x'/2 500 1.49 1.49 1.88 1.60 40 x 32 x 50 3450 54.86 53.34 51.30 0.86 50 x 50 x 15 3450 37.85 37.65 47.75 0.73 1'/2 x 1%2 x'/2 500 1.41 1.41 1.16 1.15 2 x 2 x 3/4 500 1.60 1.60 1.97 1.68 40 x 40 x 15 3450 35.81 35.8% 19.46 0.52 50 x 50 x 20 3450 40.64 40.64 50.04 0.76 1''12 x 1'/2 x 3/4 500 1.52 1.52 1.75 1.24 2 x 2 x 1 500 1.73 1.73 2.02 1.85 40 x 40 x 20 3450 38.61 38.61 44.45 0.56 50 x 50 x 25 3450 43.94 43.94 51.31 0.84 1''12 x 1'/2 x 1 500 1.65 1.65 1.80 1.30 2 x 2 x 1'/4 500 1.90 1.90 2.10 2.04 40 x 40 x 25 3450 41.91 41,91 45./2 0.59 50 x 50 x 32 3450 44.45 42.42 44.45 0.93 1'/2 x 1''12 x 1'/4 500 1.82 1.82 1.88 1.48 2 x 2 x 1'/2 500 2.02 2.02 2.16 2.18 40 x 40 x 31 1 3450 1 46.23 46.23 47.75 0.67 .50 x 50 x 40 3450 44.45 42.42 44.45 0.99 Working Pressure Ratings are For reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or contact your local Anvil Representative. * Part supplied as"Bull Head Tee". SPF/DI-1.15 SPF/I�NVIL DUCTILE IRON THREADED FITTINGS FIG. 3205 Straight Tee A .°yd _ p e ,s p FM s,....:.....7 , US1ED APPROVED For Llstings/Approval Details and Limitations, 4 visit our website at www.anvlllntl.com or contact an Anvil•Sales Representative. I FIGURE 3205 STRAIGHT ■ Nominal Size Maximum Dimension A Approx.Wt.Each Working Pressure. Dimensions: ASME B 16.3 PSI(kPo)= " " 7in.`tmmj 75s,� Material: ASTM A536 Grade 65-45-12 1 500 1.50 0.85 Finish: Black 15 3450 38.10 0.3Y It/< 500 1.75 1.22 Threads: NPT per ASME B1.20.1 32 34.50 44.45 0.55 Agency Approvals: All ductile iron threaded fittings are 1/t 500 1.94 1.55 UL/ULC Listed and FM Approved. 40 3450 49.27 0.70 Pp 2 500 2.25 2.45 50 3<i50 5I.15 I'll NOTICE:Ductile iron Fittings have higher tensile strength than that of steel pipe. ♦—Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UL/ULC,and FM Pressure ratings versus pipe schedule,please visit onvilintl.com or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECT1N APPROVA Project: App roved Address: EIAPproVed as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPHDI-1.15 A sk FPPI° Description p ={4 Pipefit°Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants:: The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or defective threads of the pipe or fittings.Additionally, the lubricating qualities of the PTFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. „ PipefitO also adheres well to hot oily pipe present in "high speed' fabrication operations. is . v�f. i . . . Design Criteria/Data Installation Specifications Recommended Use Make sure that the threads are free >"`'Appearance: Water Air from burs and other debris.Apply I Dense,paste-like.'consistericy, Refrigerants Natural Gas Pipefit°liberally to the male pipe 'affwlihlte,irt solar, ;... , Mild caustics Steam threads. Make sure that the thread Kerosene LP Gases sealant is brushed into the"root" of Packaging: 16 oz,:brush in:cap Acids Gasoline the threads. Do not wipe off excess i 32 oz. Diesel Fuel Ammonia material until fitting has been "made ` 32 oz.BIC on"to the pipe thread.The threading 1 gl,,.=;`. 5:gl". Use for threaded connections on action of the fitting to the pipe will 55 gl. steel, aluminum, brass, PVC, CPVC allow the proper amount of sealant p° and ABS. Operating temperature to remain in the connection.Wipe off i C,4QT1ON:.See.MSDS fbrt1rst ranges -50 f to 500 f. excess sealant. Pipefit®will not dry aid instiuction" ,.IiVash hands. .: thoroughly after each use. out under normal conditions. Never use dope and tape together. Keep See Material safety Datp �! covered when not in use to avoid ° .sheet for additional safety;and �rasenac�vrm� a disposal.inforrnation at;, contamination. Some settling of v,v,W,fppi.comy "FBC'"System Compatible indicates the product may occur. Occasional this product has been tested by stirring may be necessary.Two year Lubrizol Advanced Materials and shelf life. is monitored on an on going basis to assure chemical compatibility with Disclaimer FlowGuard Gold®, BlazeMaster®,and DO NOT ALTER THE CONSISTENCY Corzan°pipe and fittings. OF THIS PRODUCT. Use as is directly from the container. Keep away from = your mouth and eyes. If eye contact 3198 LIONSHEAD AVE occurs,flush with water for 5 minutes. CARLSBAD, CA 92010 TEL+1 760599-1168 If discomfort persists get medical +1 800 344-1822 attention. FAX+1 800 344-3775 Ir ©2012 Fire Protection Products,Inc.FPPI°,LubeFite are registered trademarks of Fire Protection Products,Inc. Ell FBC'",BlazeMaster°,FlowGuard Gold°and Corzan®are registered trademarks of Noveon 1P Holdings Corp. (MADE IN y g q® ® U.S.A. ' 1 11 11 11 FPPI High Density Tape F P P I® Description Designed for use in difficult sealing applications. It is ideally suited for Anti-Freeze filled sprinkler systems which are more subject to thread leakage than water filled P Y 1 9 systems. Manufactured to meet MIL Spec AA58092.Thickness is 0.09mm with density of 1.2g/cu cm. Installation Specifications Place end of tape on pipe thread 1/8"from end of pipe. Materals 1.Wrap tape around pipe with 70% overlap . , -' =3 layers all the way around the male -..",100%virgin PTFE thread. Stretch tape enough to pull into the thread without causing the thread tape to shred. Overlap back to the starting point. Sizes.." 2. Press tightly on tape and break it. Pipe thread is now ready for joining. i = V x`520 ' 3.Joint should be tightened according to the fitting or device manufacturers' MW x a2© specifications. NEVER USE PTFE PIPE THREAD SEALING TAPE AND PASTE TOGETHER. Seal integrity will depend on the quality of the male and female thread, fluid ' pressure, and the nature of fluid being sealed.The 70% overlap is acceptable under normal water use with fixtures in normal repeated use condition. ; Higher risk applications may require greater overlap or the use of high density thread sealing tape. g 5937 DARWIN CT.SUITE 105 CARLSBAD,CA 92008 +1 (800)344-1822 +1(800)344-3775 FAX A' ©2018 Fire Protection Products,Inc. ; n �� rl � � 1 ► RK d V ON 11 vuoft FPP1" d YYI1561YiriY 0 Description $i ThreadFitO DARK Thread Cutting Oil for Sprinkler Pipe is an excellent heavy duty, dark colored cutting oil for all types of ferrous metal. It's special combination of anti-wear and anti-weld additives provides all the necessary a mn�a �r' ' lubricity and cooling modern pipe threading operations require.This balanced combination of additives will help improve die life and thread quality over other . :,; cutting oils and is chlorine free. 7 k- Features Installation Specifications: • Heavy Duty Cutting Oil ThreadFit`O DARK can be used • Excellent Tool Life in automatic and hand held Appearance;,, _*,-Dark Clark brown;liqul'd. • Chlorine Free applicators. Fill oil reservoir according " Packaging:: • All types of ferrous metal or pipe to equipment manufacturers • Improved Surface Finish specifications. Mixing of different 55-gl,drum types of threading oils is not 275-g1`tote; recommended. DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. CAUTION:.Skiri„contact: vi ash thoroughly with soap Use as is directly from the container. and water.,Eye:coritact flush:;" Change oil regularly for optimum eyeswitki.water-foraf least:.: :., performance. Contains petroleum i5'mirutesandseek..medical, ; „` attention.;Ingestion:consult;.:, oil.Avoid breathing mists or vapors. a physician:immediately: Avoid eye contact and prolonged 1666lation'move affected or repeated contact with skin.Wear =gri(s):io-fresh air.arid;seek ' safety glasses or goggles. Use good anedicafattention See SDS for„ first aid°irlstrudtions:_: " personal hygeine. Dispose of used oil 3 in accordance with all local, State and ! ` Spill or,L'eak.:Soak up with`:. " Federal ordinances and regulations. ao oil,absorbent gampound:'." Consult Material Safety Data Sheets Follow all„sfate;IocaG"Federal` `` regulations:fordisposal.";� for additional safety and handling [3on't:pollute.Conserve.our, information. DO NOT MIX WITH -reso6r6es-Plea§e4recjicle,th's OTHER THREAD CUTTING OILS OR container. CONTAMINANTS. ;;:See"Safety Data Sheet for." ,.additional safety;aiid disposal information at WWw.#ppi:com; 3198 LIONSHEAD AVE ` CARLSBAD, CA 92010 'This product is registered: ' TEL+1 760 599-1168 with 04MTREG,a 24 hciur. +1 800 344-1822 g err iergericy hot Me.The may _ Y; y. FAX+1 800 344-3775 w be'readhed at T.800-424-9300wu ©2015 Fire Protection Products,Inc.FPP1E,ThreadFit'I are registered trademarks of Fire Protection Products,Inc. IW.&A. U&A. S s Page 1 of 8 STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Viking Standard and Quick Response Concealed Pendent Sprinkler VK4621 is a thermosensitive glass-bulb spray sprinkler designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler consists of a permanently mounted and threaded adapter cup designed to be installed with a low-profile cover assembly that provides up to '/z' :g: (13 mm)of vertical adjustment.The two-piece design allows installation and testing E of the sprinkler prior to installation of the cover plate. The threaded design of the concealed cover plate assembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied.The cover assembly _ can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. During installation of the sprinkler and system testing, the newly designed protective cap guards the sprinkler frame from damage. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive environments and is listed and approved as indicated in the Approval Charts.The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. 2. LISTINGS AND APPROVALS %:.7 us cULus Listed: Category VNIV F� FM Approved: Class 2015 WARNING:Cancer and Reproductive Harm- Pp WWW.P66Wamings.ca.gov Refer to the Approval Charts and Design Criteria on for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: FM- 175 psi (12 bar). UL-250 psi(17.2 bar) Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2"(15 mm) NPT or 15 mm BSPT Nominal K-Factor: 5.6 U.S. (80.6 metric*) Glass-bulb fluid temperature rated to-65°F (-55*C) *Metric K-factor measurement shown is in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Frame: QM Brass Deflector: Phosphor Bronze UNS-051000 Deflector Pins: Stainless Steel UNS-S43000 Pip Cap and Insert Assembly: Copper UNS-C11000,SS UNS-S30400 and SS UNS-S31600 Compression Screw: UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Cover Adapter: Cold Rolled Steel UNS-GI0080, Finish: Clear Chromate over Zinc Plating Shipping Cap: HPDE Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 or Stainless Steel UNS-S30400 Spring: Beryllium Nickel Solder: Eutectic Ordering Information: Refer to Tables 1 and 2. 4. INSTALLATION Refer to appropriate NFPA Installation Standards and installation instructions in this document. Form No. F_061919 20.08.17 Rev 20.5 Replaces Form No. F 061919 Rev 20.4 (Revised UL Category) Page 2 of 8 STANDARD AND l QUICK RESPONSE �J CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. . 7. AVAILABILITY Viking Sprinkler Model VK4621 is available through a network of domestic and international distributors.See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: ORDERING INFORMATION Instructions: (1)Select a Sprinkler Base Part Number (2)Add the suffix for the desired Finish (3)Add the suffix for the desired Sprinkler Temperature Rating (4)Order a cover plate(refer to Table 2) Example: 22961AE=200 °F(93°C)Temperature Rated Sprinkler with a standard Brass finish. ' „x `' lib : I~I>rrlstas� > :..; 2:Teml ra t°e INS, p Jktwrs,; r ..� gym .' ' <Ba�P .. .,, ., Sprinki8ri ,z. ,. y$ s•>P`3, `#� ,# 'gSF!>i a�i„ra• :,�.. eg,3�1° Ihy�.�y�y�( p�y�(,, :'<., r{�.., i2 e Is °yx 1 .; ";'4'sYli1��I1Ff1:� -f`^rv,1il�i�li,.�> :Y„ AT . FAWIIA ;d ', f "4N t escrip Olt Sui iX peraitire :, F Su :. a.t_ ilriolt:,; !1i'°,; y�,`.;,'n.&:,.r. , . {I,S ��y{ryj,. �f„'• '`Ratir � CfiO ' , 8illtl Templa' P1 r nJ M ~' ,Y � ,yy.. .k:; .,v^fF?.' '0:. �7tM!R`Il• .e %'' ..i }. p•, � F .YrN 22961 °1/2 -- Brass A Ordinary 155 °F(68°C) Red 100 -F(38-C) >B 22962 -- 15 ENT 3.4 JN Intermediate 175 °F (79 °C) Yellow 150 -F (65°C) D Intermediate 200 °F(93 °C) Green 150°F(65 °C) E ,Ap.>�.WaC ni�:Y..c ��i'rg� , .:..(?':k:w.ran..m��;ce�.•.�r, .aka .�'. :.� ?t'..,:�,..;.». .w°'` `"?"�,„.�,, ;'4?sm:ss <�:gaip. ...mx -r'..ob..',- ",r's'_.' �ci,..:, 4 z:•:.:, f;.s.' -:ha:,� Sprinkler Wrenches5 and Tools (see Figure 1): A. Heavy Duty Wrench -part number: 22978MB B. Installation Wrench-part number 23143 C. Protective cap removal tool-part number:23142 Sprinkler Cabinet: Part number 01731A. N V/'�ce yy}{�('�y� ::✓ c�'. ,yv,.:a.:(li ��i•ae "rf�,t.. $.`: '.wi:q,i'3.v�,."' .',.,'�:. 'e° '�.'.'.. frFr,} ,:.k. _ Otiftfr+3ts ,U: Rk=', L • •:.: ,K„ ie e. 2 .�.,i r>` �,�;��uP'..�•=;,•i" %"_r% ,. ';,,i ,� ".'<s..°,sue;:�� az, ..';vy^ '�` "<'4;k.;' $.sue +• Where a dash(-)is shown in the Finish suffix designation,insert the desired Temperature Rating suffix.See example above. z• Based on NFPA 13, NFPA 13R,and NFPA 13D.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. 3. UL Listed as corrosion resistant. 4•The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment.For automatic sprinklers,the ENT coating is applied to all exposed exterior surfaces,including the waterway. 5• Requires a 1/2"ratchet which is not available from us. Form No. F_061919 20.08.17 Rev 20.5 Page 3 of 8 STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com COVERTABLE 2: ORDERING •R • Instructions: (1)Select a Cover Plate Base Part Number (2)Add the suffix for the desired Finish (3)Add the suffix for the required Cover Plate Nominal Rating. Example: 23190MC/W=165°F (74°C)Temperature Rated 2-3/4" (70 mm) diameter Round Cover Plate with a Painted White finish. 1•: Se1 Ct=a CdVer; late; •ase Part:Nci�i�ber" `�vi'= ;:pry=;� �>_;-�.; „ Thread-On Style Push-On Style �FA!F�-r'Y;N'%a`:'%;E, 4i �f7�5cvt•��i.3 �I� ��g,a �,`g�. a <, BsYMeMla� }y/s.S�iy {�y' B art": ;, 5 a""y:.y �yw ;<� Io :; {�y�/ /�yy :g ll�t,'Aff � t{MI'ff iltt 0. {Vi1EiJF'lt•,"•117�/Il��fi -• ""' 3 MT{llwf ;•rtV �-6M • 23190 2-3/4(70) Round 23447 2-3/4(70) Round Polished Chrome F 23174 3-5/16 (84) Round 23463 3-5/16 (84) Round Brushed Chrome F-/B 23179 3-5/16 (84) Square 23482 3-5/16 (84) Square Bright Brass B 231934 2-3/4(70) Stainless 23455 2-3/4(70) Stainless Antique Brass B-/A Steel Round Steel Round Brushed Brass B-/B 231834 3-5/16 (84) Stainless 23473 3-5/16 (84) Stainless Brushed Copper E-/B Steel Round Steel Round Painted White M-/W 231744CR 3-5/16 (84) Clean Room 234634CR 3-5/16(84) Clean Room Painted Ivory M-11 Stainless Stainless Painted Black M413 231834CR 3-5/16 (84) Steel Round 234734CR 3-5/16(84) Steel Round Clean Room Clean Room :'.' „ .< Qq •+ y y.y:�k3.«°p<^, yid �{�y♦ �y «'��,a., k°, .:;'. yma,ro - ., e.R< �: -�..� ,a„ :<�aiA .,dr�le#1 «+y'f Wt�rC'��tl,i lyr(il�I�1� . �^,,�} atl, .,,w...,,z„5, t%°.`�,'i n Er' _ ',•S% ,L &" ,:EiPe,, 'tl'.i a«xi•,,r.,;.'^ <.(✓a'ce:.d:+kie; 9+++'•„^„+" ea Ver:....ir Cover Plate Nominal Temperature Sprinkler Nominal Rating Sprinkler Maximum Ambient Suffix Rating (Required) Classification Ceiling Temperature UL: 135°F (57°C) Ordinary 155°F(68 °C) 100 °F(38 °C) A FM: 139' F(59 °C) 165 °F(74 °C) Intermediate 175°F(79°C) 150 °F(65°C) C 165 °F(74°C) intermediate 200°F(93°C) 150 °F(65 °C) C - a +• The sprinkler temperature rating is stamped on the deflector. 2• Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. 3• Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 4. Stainless Steel versions are not available with any finishes or paint. 5• Where a dash(-)is shown in the Finish suffix designation,insert the desired Temperature Rating suffix.See example above. A B C Heavy Duty Wrench Installation Wrench Cap Removal Tool Figure 1: Sprinkler Wrenches and Cap Removal Tool Form No. F_061919 20.08.17 Rev 20.5 I Page 4 of 8 STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1/2"NPT (15 mm BSPT)� 1/2"NPT (15 mm BSPT) 2-1/8" 2-3/4" 2'/2' (70 mm) 4 ."� ', (64 mm) � v 'rca :l i If the bottom of the cover is flush with the surface of the ceiling when installed,the sprinkler adapter cup will be recessed 1/2"(15 mm).See Figure 5. Figure 2: Sprinkler Dimensions M.��'M• •;; �"en 4 s s,d ass, 's '- 'B .C'.,w„o��•. All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative �� 3-5/16" (84 mm) sample(a paint dot)of the paint on the label. Figure 3: Identification of Custom Paint Figure 4: Square Cover Assembly Form No. F_061919 20.08.17 Rev 20.5 s Page 5 of 8 8 STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Lr: n C. � � � "Spth'klerTenlF®raWreRatin9 '.< "YerPl"ateTetrtieracuraRautag; �"h= Gcncealed Pendent Sprinkier.VK4ti21 coverWtv1 Sprinkler Thread Size Nominal K-factor Maximum Listings and Approvals' Base Part SIN Water Working Pressure (Refer also to Design Criteria) No? NPT JBSPT U.S. metric' FM cULus cULus' FM Inch mm -Standard Rtapbnse Aplit atiaiis :, ,„,k`ya-<'w^ _•$"'k k'p,^-�`�•;�'' "'£'%, 22961A VK4621 1/2" — 5.6 80.6 175 psi(12 bar) AV1,BX1,AS2,BT2 22961JN7 VK4621 1/2" 5.6 80.6 175 psi(12 bar) 22962A VK4621 15 5.6 80.6 175 psi(12 bar) AV1,BX1,AS2,BT2 22962JN7 VK4621 15 5.6 80.6 175 psi(12 bar) — `. ' Uck'Res onseA ttcatio s;. g 22961A VK4621 1/2" — 5.6 80.6 250 psi(17.2 bar) AV1,BX1,AS2,BT2,AY3,BZ3 22961JN7 VK4621 1/2" — 5.6 80.6 250 psi(17.2 bar) AV1,BX1,AS2,BT2,AY3,BZ3 22962A VK4621 15 5.6 80.6 250 psi(17.2 bar) AV1,BX1,AS2,BT2,AY3,BZ3 22962JN7 VK4621 15 5.6 80.6 — 250 psi(17.2 bar) AV1,BX1,AS2,BT2,AY3,BZ3 77 7, ;ag"-� y%{ 4gSpiltililer�Tettlpersitute.Ratings % C6ver.f±late¢"ssernt�iy tem�ecature�Ratings?� � p�Insy� S-135 OF(57°C)cULus Listed or 139 OF(59°C) FM Approved Stainless Steel 1 -Polished Chrome, cover 23193 and 23455, or 23183 and 23473(large diameter) Brushed Chrome, T-165 OF(74°C)Stainless Steel cover 23193 and 23455 or 23183 and 23473 Bright Brass,Antique (large diameter) Brass,Brushed Brass, V-135 OF(57°C)cULus Listed or 139 OF(59°C) FM Approved cover 23190 Brushed Copper, A=155 OF(68-C) and 23447,23174 and 23463(large diameter),or 23179 and 23482(square Painted'White, B=175 OF(79°C)and 200 OF(93°C) cover plate) Painted'Ivory,or X-165 OF(74°C)cover 23190 and 23447,or 23174 and 23463(large diameter) Painted'Black Y-135 OF(57°C)Clean Room Cover 23174A-/CR and 23463A-/CR or 2-Stainless Steel 135 OF(57°C)Stainless Steel Clean Room Cover 23183A/CR and 3-Polished Chrome, 23473A/CR Painted White,Painted Z-165 OF(74°C)Clean Room Cover 23174C-/CR and 23463C4CR Ivory,or Painted Black ' 1- Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. Y• Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. I This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 4. Listed by Underwriter's Laboratories for use in the U.S.and Canada. ` s. The 135 OF(57°C)1139°F(59°C)i covers have an orange label.The 165 OF(74°C)covers have a white label. e• Other paint colors are available on request with the same listings as the standard paint colors.Listings and approvals apply for any paint manufacturer.Contact Viking for additional information. 7• cULus Listed as corrosion resistant. NOTE:Custom colors are indicated on a label inside the cover assembly.Refer to Figure 3. Form No. F_061919 20.08.17 Rev 20.5 x ,fir Page 6 of 8 ® STANDARD AND 1 QUICK RESPONSE J CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com u�� �Sµ-. ,�e�"q>8%%u" .,�„i• Ye.. ...b .{ ,.4 aF $3 ,sums. >, , .F•:.�i °4f3'e,,x -;,$� xx � yT wry �'�.3".• ". � �� ~4� 1�%.»�,:.::�53✓ -a�.. '!,•., ..Pp•. ; ."�' x�x�'('° °8.� e�se'„$F':: dt�M }'�ry� {�ELhf`�'rt' '`.`[r:. e` N it'pd{°-..i...• ,,, ay'.�"`y�� �y`ya„mjyy"".c i,.. i'.,.!.-.x`e..; .)tin'i", G.< .,::: .,,F f:"tl sAY" ;^6 d�.s' s3 d>•t_r.E ,-.)>`: cULus Listing Requirements: Concealed Pendent Sprinkler VK4621 is cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard,Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.Maximum spacing allowed is 15 ft.(4.6 m). • Minimum spacing allowed is 6 ft.(1.8 m)unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in.(102 mm). • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT.Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. `� gx�-,�<�'�`•� ekr o.a <,:rsa°' <ti ass+ �• .3%:r,j,�. y,;-. s,'- s',y °- " aa`� x'• Vv. ISO, Cj` I (A refer tts,ApPr.Ya haft)• ...' FM Approval Requirements: Viking Concealed Pendent Sprinkler VK4621 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Nominal pipe engagement 7�Bn 11 mm Nominal pipe engagement 7/,6" 11 mm s 2/" - 72 s (64 mm) Maximum r (50 mm) _ Minimum • N ® Install the sprinkler so the finished surface of the ceiling lines up within the marked'/Z'(13 mm)range on the protective cap(A). Figure 5: Sprinkler Installation Dimensions Form No. F_061919 20.08.17 Rev 20.5 Page 7 of 8 STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com USE ONLY the designated sprinkler wrenches shown in this document. Permanent damage to the Asprinkler assembly can occur if the proper wrench is not used.Other sprinkler wrenches available from Viking may fit into the sprinkler adapter cup; however, only the wrenches shown here are designed to properly install this sprinkler. D Scan for C Installation Video a E B ■ A� Step 2: Rotate the wrench slightly in either direction until the tines on the wrench (D) line up with the vent openings (E) on the adapter cup and Step 1: lock into place. NOTE: A leak tight seal must Insert the wrench (A) into the slots (B) on the be achieved. Turn the sprinkler clockwise protective cap(C). 1 to 1 M.turns past finger-tight. Figure 6: Using the Sprinkler Wrenches s ' A' Step 1: Step 2: Step 2: Attach a peice of plastic pipe as shown Rotate the tool slightly to lock into Gently, pull downward to remove and tighten the thumb screw;then, place. the protective cap.The deflector will insert the tool(A)into the slots(B)in slide downwards on the pins. the protective cap(C). Figure 7: Using the Cap Removal Tool Form No. F_061919 20.08.17 Rev 20.5 Page 8 of 8 ® STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Minimum t Install the cover plate by inserting Maximum the adpater into the adapter cup and (depending on style) pushing or threading into place. Snug the cover plate in place by rotating clockwise. Ensure the cover plate is flush with the ceiling as shown to allow airflow through the sprinkler assembly. Figure 8: Installing The Cover Plate Form No. F_061919 20.08.17 Rev 20.5 Replaces Form No. F_061919 Rev 20.4 (Revised UL Category) C, P Page 1 of 4 ® MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website.for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast� Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. 2. LISTINGS AND APPROVALS eas cULus Listed: Category VNIV F� FM Approved: Classes 2002 and 2020 Refer to Approval Charts and Design Criteria for listing and approval requirements WARNING:Cancer and Reproductive Hann- that must be followed. At , .P65Wa m ings.ca.gov 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar)wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No.4,831,870 Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric*") Glass-bulb fluid temperature rated to-65°F(-55 °C) Overall Length:2-3/16" (56 mm) 'Wl_us Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap-ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast")Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A, Chrome= F,White Polyester= M-NU, Black Polyester=M-/B, and ENT=JN Temperature Suffix(*F/*C): 135*/57* =A, 155°/68° = B, 175*/79° = D, 200°/93°= E, and 286*/141°= G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68°C temperature rating= Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrench: Standard Wrench: Part No. 21475M/B (available since 2017) Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A(available since 1971) B.Twelve-head capacity: Part No. 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_052114 19.10.14 Rev 19.1 Replaces Form No. F_052114 Rev 17.1.1365 (Added ENT, updated FM language.) Page 2 of 4 MICROFAST® QUICK RESPONSE UPRIGHT SPRINKLER V,K300 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupine.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking MicrofasP Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES EARNs .: Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175°F(79°C) 150°F(65°C) Yellow Intermediate 200°F(93°C) 150°F(65°C) Green High 286°F(141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass,Chrome,White Polyester,Black Polyester,and ENT Corrosion-Resistant Coatings3:White Polyester,Black Polyester,and Black PTFE.ENT in all temperature ratings except 135°F(57°C) Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester,ENT,and PTFE coatings.For ENT coated automatic sprinklers,the waterway is coated. Protective Sprinkler Cap '' $ Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M1B Form No. F 052114 10.10.14 Rev 19.1 Page 3 of 4 MICROFAST@ QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupine.com Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and Approvals3 Number' NPT BSP U.S. metric- Inches mm cULus VdS I LPCB NYC- (E 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 -- -- See footnote 7. -- • .. . Office) 06661 B VK300 1/2" 15 mm 1 5.6 80.6 1 2-3/16 56 1 Al, B2 -- -- See footnote 7. -- Approved Temperature Ratings A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and Approved Finishes 1 -Brass,Chrome,White Polyesters-e,and Black Polyester'e 286°F(141°C) B- 155°F(68°C), 175°F(79°C),200°F(93°C),and 286 °F(141°C) 2-ENTe Footnotes Base part number is shown.For complete part number,refer to Viking's current price schedule. a Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc.for us in the U.S.and Canada 'Other colors are available on request with the same Listings and Approvals as the standard colors. e cULus Listed as corrosion resistant. Meets New York City requirements,effective July 1,2008 °Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA and City of New York Department of Buildings,MEA 89-92-E,Vol.16. cULus Listing Requirements: The Viking Microfast°Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Form No. F_052114 19.10.14 Rev 19.1 Page 4 of 4 MICROFAST® QUICK • • RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' NPT BSP U.S. metric2 Inches mm (Refer also to Design Criteria below.) mm 5.6 12978 VK300 1/2" 15 80.6 2-3/16 56 Al, B2 • e e - • •• e e e • • 066616 I VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 Approved Temperature Ratings Approved Finishes A- 135°F(57-C), 155°F(68°C), 175°F(79-C),200°F(93°C), and 286°F(141°C) 1 - Brass, Chrome, White Polyester', and Black B- 155°F(68°C), 175°F(79°C),200°F(93°C),and 286°F(141°C) Polyesterb 2-ENT6 Footnotes 'Base part number is shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing.Check with the manufacturer for any additional approvals. 'Other colors are available on request with the same Approvals as the standard colors. B FM approved as corrosion resistant. FM Approval Requirements: The Microfase Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation, and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Form No. F_052114 19.10.14 Rev 19.1 Replaces Form No. F_052114 Rev 17.1.P65 (Added ENT, updated FM language.) Page 1 of 4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool,dry place. • Protect sprinklers during storage, transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. :,,,;-• • Keep sprinklers separated at all times. DO NOT allow metal.parts to contact sprinkler r: operating elements. CORRECT INCORRECT For Pre-Assembled Drops: (Original container used) (Placed loose in box) • Protect sprinklers during handling and after installation. ; - • For recessed assemblies,use the protective sprinkler cap(Viking Part Number 10364). Sprinklers with Protective Shields or Caps: h M: • DO NOT remove shields or caps until after sprinkler installation and there no longer is �r $ potential for mechanical damage to the sprinkler operating elements. # • Sprinkler shields or caps MUST be removed BEFORE placing the system in service! CORRECT INCORRECT • Remove the-sprinkler shield by carefully pulling it apart where it is snapped together. (Protected with caps) (Protective caps not used) • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. • Use only the designated sprinkler head wrenchl Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) • Install sprinklers after the piping is in place to prevent mechanical damage. ceiling) • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, .- Ullltrltl or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. • DO NOT attempt to remove drywall, paint,etc.,from sprinklers. •Take care not to over-tighten the sprinkler and/or damage its operating parts! ;00,112 Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) CORRECT INCORRECT (Special installation (Designated wrench not 1" NPT: 30 ft-Ibs. (40.7 N-m) wrenches) used) ^f WARNING:Cancer and Reproductive Harm- www.P65Wamings.ca.gov Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped,damaged,or exposed to temperatures exceeding the maximum ambient temperature allowed.Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or.any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling,installation,and maintenance instructions.For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) 1 Page 2 of 4 l CARE AND HANDLING �J OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements.The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage,and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets"when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: • The sprinkler has been installed`. • The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! 4i 'P Figure 1:Sprinkler shield being Figure 2:Sprinkler cap being Figure 3:Sprinkler cap being re- removed from a pendent sprinkler. removed from a pendent sprinkler. moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them!Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambient temperature allowed. " Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 � ^ . Page 3of4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation, 2iON Industrial Park Drive, Hastings K8/49O58 Telephone: 269'945-0501 Technical Services: 877'384-5464 Fax: 269'818-1680 Enmai[: bmchanos@vikinQoorp.ommn CONCEALED COVER ASSEMBLIES ARE FnAs/Ls| TO ASSURE SATISFACTORY PERFORMANCE oF THE PRODUCT,HANDLE WITH CARE. Concealed Sprinkler and Adapter Assembly(Protective Cap Removed) Concealed Sprinkler and Adapter Assembly with Protective Cap Cover Plate Assembly (Pendent Cover 1unu1shown) GENERAL HANDLING AND STORAGE INSTRUCTIONS: ^ Do not store in temperatures exceeding 100'F(38*C).Avoid direct sunlight and confined areas subject to heat. Protect sprinklers and cover assemblies during storage,transport,handling,and after installation. —Use original shipping containers. —oo not place sprinklers or cover assemblies loose in boxes, bins,nrbuckets. Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled, during testing of the system,and while ceiling finish work io being completed. ^ Use only the designated Viking recessed sprinkler wrench(refer to the appropriate sprinkler data page)to install these sprinklers.NOTE:The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. ` oo not over-tighten the sprinklers into fittings during installation. ^ Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. ^ Do not attempt u,remove drywall,paint,em..from the sprinklers. Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST as REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM|mSERVICE! Refer to the appropriate current technical data pages for complete care, hondUn0, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. nikinQQnnupinu.com. Form No. F_OQ18QD 18.10.11 Rev16.1.P65 Page 4 of 4 l CARE AND HANDLING V OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Viking's sprinklers are available with factory-applied wax coating for corrosion resistance.These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: • Store the sprinklers in a cool,dry place(in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax-coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage,transport,handling,and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes,bins,or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing-wax-coated Viking sprinklers (any other wrench may damage the unit). •Take care not to crack the wax coating on the units. • For touching up the wax coating after installation,wax is available from Viking in bar form.Refer to Table 1 below.The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat.Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating.Thereafter,inspect representative samples of the coated sprinklers in accordance with NFPA 25.Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. TABLE 1 155°F(68 °C)1 165 °F(74°C) 02568A 148°F (64-C) 100-F(38°C) Light Brown 175°F(79°C) 04146A 161 °F(71 °C) 150-F(65-C) Brown 200°F(93 °C) 04146A 161 °F(71 -C) 150-F(65°C) Brown 220-F(104 -C) 02569A 170 °F (76-C) 150-F(65-C) Dark Brown 286 °F(141 °C) 02569A 170-F (76-C) 150-F(65°C) Dark Brown Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. Never install sprinklers that have been dropped, damaged,or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) NL r_ Page 1 of 1 N41KJNG* REGULATORY AND HEALTH WARNINGS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers,valves, piping etc.can expose you to chemicals including, but not li- mited to,lead,nickel,butadiene,titaninum dioxide,chromium,carbon black,and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin r Page 1 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in Approval ` Charts. 2. LISTINGS AND APPROVALS c 91. us cULus Listed: Category VNIV <RM> FM Approved: Class 2020 China Approval:Approved according to China GB Standard f WARNING;Cancer and Reproductive Harm- Refer to Approval Charts and Design Criteria for listing and approval requirements that must www.P65Warnings.ca.gov be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Nominal K-Factor: 5.6 U.S. (80.6 metric*) *Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Overall Length: 2-3/4"(68 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pip cap-ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast@ Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A, Chrome= F,White Polyester= M-/W, Black Polyester=M-/B, and ENT=JN Temperature Suffix: 135°F/57°C=A, 155°F/68 °C=B, 175°F/79 °C=D, 200 °F/93°C= E, and 286 °F/ 141 °C=G For example, sprinkler 12997 with a Brass finish and a 155°F/68 °C temperature rating = Part No. 12997AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 21475M/B(available since 2017). B.Wrench for recessed and/or wax coated sprinklers: Part No. 13655W/B**(available since 2006) ""A%"ratchet is required(not available from Viking). Form No. F_060914 19.11.21 Rev 19.2 Replaces form F_060914 Rev. 19.1 (Revised China approval.) 'u y Page 2 of 6 MICROFAST@ QUICK N4 I K,'] RESPONSE HORIZONTAL ,, SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A(available since 1971) B.Twelve-head capacity: Part No. 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,the heat-sensitive fusible link disengages,the pip cap and spring are released,and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Microfast®Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat 4 Figure 1: Standard Sprinkler Wrench 21475M/B Form No. F_060914 19.11.21 Rev 19.2 Page 3 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES mpe a yin ar°Na gnat= !b o r Ordinary 135°F(57 °C) 100 °F (38 °C) Orange Ordinary 155°F(68 °C) 100 °F (38 °C) Red Intermediate 175°F(79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F(93 °C) 150 °F (65 °C) Green High 286°F(141 °C) 225 °F(107 °C) Blue Sprinkler Finishes: Brass, Chrome,White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and ENT Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only. For ENT coated sprinklers,the waterway is coated.Note that the spring is exposed on sprinklers with Polyester,and ENT coatings. Step 1: Carefully slide the ::v wrench sideways around Jt� the deflector,ensuring en- gagement with the sprinkler , wrench flats. !� •Fz' �j"'.g µ4 J� Sprinkler wrench 13655W/B** must be used for installing r $,a wax coated sprinklers. **A 1/2" ratchet is required Step 2: Carefully press the wrench onto the (not available from Viking) sprinkler wrench flats. Figure 2: Wrench 13655W/13 for Recessed Sprinklers Form No. F 060914 19.11.21 Rev 19.2 Page 4 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER . NIIQNG* VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ar s awat �. 3as , Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' Base Pali SIN (Refer also to UL Design Criteria.) Number' NPTJ BSPT U.S. metricz Inches mm cULus' China Approval 12997 VK305 1/2" 115 mm 5.6 1 80.6 2-11/16 68 A1W,B1X,C2W,D2Z -- 19782' VK305 1/2" — 5.6 80.6 2-11116 68 E3 E3 NOTICE .. Office) 12121 1 VK305 1/2" 15 mm 5.6 80.6 1 2-11/16 68 A1W,B1X,C2W,D2Z -- Approved Temperature Ratings A-135-F(57-C), 155-F(68•C), 175-F(79-C), Approved Escutcheons 200°F(93°C),and 286°F(141 °C) Approved Finishes W-Installed with standard surface-mounted escutcheons B-135-F(57-C), 155-F(68-C), 175-F(79-C), 1 - Brass, Chrome, White Poly-ester5,8, X - Installed with standard surface-mounted escutch- and 200°F(93°C) and Black Polyester'.1 eons or recessed with the Viking Micromatic®Model C-155-F(68-C),175-F(79-C),200-F(93°C), 2-EN7 E-1, E-2,or G-1 Recessed Escutcheon and 286"F(141 °C) Z - Installed with standard surface-mounted escutch- D - 155 -F (68 -C), 175 -F (79 -C), and 200 °F 3-Chrome eons or recessed with the Viking Micromatic Model (93-C) E-1 E-155-F(68-C) Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing.Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. 5cULus Listed as corrosion-resistant. 5 Other colors are available on request with the same Listings and Approvals as the standard colors. 'Approved according to China GB Standard. r o o> Q now, cULus Listing Reguirements: Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate with the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft. (1.8 m). • Align the top of the deflector parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organiza- tions, and also with the provisions of governmental codes,ordinances, and standards,whenever applicable. Form No. F_060914 19.11.21 Rev 19.2 .l.e. Page 5 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER W*j VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com e aT Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals3,4 Base Part SIN (Refer also to Design Criteria below.) Number NPTJ BSPT U.S. metricz Inches mm 12997 VK305 1/2" 15 mm 5.6 80.6 2-11116 68 A1Y,B1X NOTICE .. Office) 12121 1 VK305 1/2"' 15 mm 5.6 80.6 2-11116 68 AlW,BIX,C2W,D2Z -- Approved Temperature Ratings Approved Escutcheons X - Installed with standard surface-mounted escutch- A- 135 -F (57 -C), 155 -F (68 -C), 175 °F (79 Approved Finishes eons or recessed with the Viking Micromati&Model -C), 200 °F(93-C),and 286°F(141 °C) 1 -Brass EA E-2, E-3,or G-1 Recessed Escutcheon B-135°F(57°C), 155-F(68°C), 175-F(79-C), Y - Installed with standard surface-mounted escutch- and 200°F(93°C) eons Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing.Other approvals may be in process. Viking vertical sidewall sprinklers may be installed pendent or upright. e Approved according to China GB Standard. 1 r li FM Aooroval Reaulrements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global,LPCB,APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No. F_060914 19.11.21 Rev 19.2 Page 6 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 2-3/4" �— (68 mm) 2-7/16" (62 mm)_(q11 I i Wall Opening Size: Installed with a Standard 2-5/16" (58.7 mm) minimum 1/8"Surface-Mounted 2-1/2" (63.5 mm) maximum Escutcheon Figure 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon Minimum Minimum 1-3/4" (41 mm) ' , ( 5 m e, s' " (5 mm) (54 mm) 2-1/4" 2-5/8" (57 mm) (67 mm) Maximum Maximum Wall Opening Size: Installed with the Installed with the 2-5/16" (58.7 mm)minimum Micromatic Model E-1 Threaded Model E-2 2-1/2"(63.5 mm) maximum Recessed Escutcheon Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_060914 19.11.21 Rev 19.2 Replaces form F_060914 Rev. 19.1 (Revised China approval.) Page 1 of 4 CARE AND HANDLING NIKIW*j OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool,dry place. • Protect sprinklers during storage,transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. r... • Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler " operating elements. CORRECT INCORRECT For Pre-Assembled Drops: (Original container used) (Placed loose in box) • Protect sprinklers during handling and after installation. a,:,,w - • For recessed assemblies,use the protective sprinkler cap(Viking Part Number 10364). Sprinklers with Protective Shields or Caps: • DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for mechanical damage to the sprinkler operating elements. • Sprinkler shields or caps MUST be removed BEFORE placing the system in - servicel CORRECT INCORRECT • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. (Protected with caps) (Protective caps not used) • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. • Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) • Install sprinklers after the piping is in place to prevent mechanical damage. ceiling) • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, - . or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. • DO NOT attempt to remove drywall, paint, etc.,from sprinklers. • Take care not to over-tighten the sprinkler and/or damage its operating partsl Maximum Torque: ;00,131 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. 27.1 N-m CORRECT INCORRECT ( � (Special installation (Designated wrench not 1" NPT: 30 ft-Ibs. (40.7 N-m) wrenches) used) WARNING:Cancer and Reproductive Harm- ww N.P65Wamings.ca.gov ,t Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped,damaged,or exposed to temperatures exceeding the maximum ambient temperature allowed.Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care,handling,installation,and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 NIKJNG* CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements.The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets*when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: • The sprinkler has been installed*. • The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! s' m .n> Figure 1:Sprinkler shield being Figure 2:Sprinkler cap being Figure 3:Sprinkler cap being re- removed from a pendent sprinkler. removed from a pendent sprinkler. moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them!Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 ri Page 3 of 4 CARE AND HANDLING N I KJ W*j OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com i'CAIa CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT,HANDLE WITH CARE. Concealed Sprinkler and Adapter Assembly(Protective Cap Removed) t rr ." ' p^ p'gYit• >O3,�siy 6a�''•�seaMe �.''.*°#' ;Ss '.y°� Concealed Sprinkler and Adapter ' ";" 4 Cover Plate Assembly Assembly with Protective Cap (Pendent Cover 12381 shown) GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100°F(38°C).Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage,transport,handling,and after installation. --Use original shipping containers. --Do not place sprinklers or cover assemblies loose in boxes, bins,or buckets. • Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled,during testing of the system,and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench(refer to the appropriate sprinkler data page)to install these sprinklers.NOTE:The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over-tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall,paint,etc.,from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Viking's sprinklers are available with factory-applied wax coating for corrosion resistance.These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: • Store the sprinklers in a cool,dry place(in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax-coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage,transport,handling,and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes,bins,or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax-coated Viking sprinklers (any other wrench may damage the unit). • Take care not to crack the wax coating on the units. • For touching up the wax coating after installation,wax is available from Viking in bar form.Refer to Table 1 below.The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat.Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating.Thereafter,inspect representative samples of the coated sprinklers in accordance with NFPA 25.Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. TABLE I r g 110 ima onw) a t b g: !' r 155°F(68 °C)/165 °F(74°C) 02568A 148°F(64-C) 100-F(38°C) Light Brown 175°F(79°C) 04146A 161 °F(71 °C) 150°F(65-C) Brown 200 °F(93°C) 04146A 161 °F (71 -C) 150°F(65°C) Brown 220-F(104 °C) 02569A 170-F(76 °C) 150-F(65-C) Dark Brown 286°F(141 °C) 02569A 170 °F(76 °C) 150-F(65-C) Dark Brown Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. Never install sprinklers that have been dropped, damaged,or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 1 REGULATORY AND HEALTH WARNINGS The Viking Corporation,210 N Industrial Park Drive,Hastings Nil 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers,valves, piping etc. can expose you to chemicals including, but not li- mited to,lead,nickel,,butadiene,titaninum dioxide,chromium,carbon black,and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin Page 1 of 8 QUICK RESPONSE DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking Quick Response Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing. The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. . Viking Quick Response Dry HSW Sprinklers are available in various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indi- cated in the Approval Charts. (Note: FM Global has no approval classification for - Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS c U� us cULus Listed: Category VNIV FM Approved: Classes 2013 and 2015 For Light Hazard Occupancies Only NYC Approved: MEA 89-92-E,Volume 15 Refer to Approval Charts and Design Criteria for Listing and Approval that must be followed. 3. TECHNICAL DATA Specifications: --- — Available since 1993. WARNING Cancer and Reproductive Harm wvnv I'65Warnings ca gov Minimum Operating Pressure: 7 psi (0.5 bar) — Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1" NPT or 25 mm BSPT Nominal K-Factor: 5.6 U.S. (80.6 metric*)for all listed and approved lengths. `Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65*F(-55°C) Covered by the following U.S. Patent numbers: 8,636,075 and 8,376,060 and 10,220,231 Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-051000 _ Bulb: Glass, nominal 3 mm diameter "s+' "��r Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Compression Screw: Brass UNS-C36000 t' r Pip Cap: Brass UNS-C31400 or UNS-C31600 ! Pip Cap Adapter: Brass UNS-C36000 _, JA N 1 2 Orifice: Copper UNS-C22000 or UNS-C11000 2�24 Tube: ERW Hydraulic Steel Tube Support(Internal): Stainless Steel UNS-S30400 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish y,ii;;-N•^; T" ;� r_.•y- Barrel End and Threads: QM Brass ^, Sleeve (for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 Escutcheon Materials: Adjustable Standard Dry Escutcheons: Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons: Cold Rolled Steel UNS-Gl0080 ENT Coated Adjustable and Recessed Escutcheons: Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Order QR Dry HSW Sprinklers by first adding the appropriate suffix for the sprinkler finish,the appropriate suffix for the temperature rating, and then the suffix for the length("A"dimension)to sprinkler base part number.Order in a specific length noted as the"A"dimension.The "A"dimension is the distance from the face of the fitting(tee)to the desired finished surface of the wall in which it is to be installed. These sprinklers are listed and approved in lengths from 1-1/2"to 45-1/2"(38.1 mm to 1,156 mm)for the adjustable standard style,3"to 47"(76.2 mm to 1,194 mm)for the plain barrel style,and 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm)for the adjustable recessed style. Lengths exceeding the standard lengths are available,with no approvals,on a"made-to-order"basis:Recessed Dry HSW up to 65- 1/2"(1,664 mm).Adjustable Standard Dry HSW up to 63-1/2"(1,613 mm). Plain Barrel Dry HSW up to 65"(1,651 mm). Contact the manufacturer for more information. Finish Suffix: Brass=A, Chrome = F,White Polyester= M-/W, and ENT=JN Replaces Form No. F_031993 Rev 19.2 Form No. F_031993 20.04.16 Rev 20.1 (Removed cover 15610.) Page 2 of 8 ® QUICK RESPONSE • • DRY HORIZONTAL 4 I KJ WbSIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings M149058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical-data page: www.vikinggroupinc.com Temperature Suffix: 155°F(68°C)= B, 175°F (79*C)= D,200 °F(93°C)= E, 286 *F (141 °C)=G Escutcheon Suffix=Y for the adj.recessed sprinkler with the Model G-1 Escutcheon(no suffix needed for the Model E-1 Escutcheon). For example,sprinkler VK182 with 1"NPT Threads, a Chrome finish, a 155 *F(68*C)temperature rating,the Model G-1 Escutcheon,and"A"length NOTE; Sprinkler is turned sideways of 10"= Part No. 08386UFBY10. for clarity. (heFer to Figures 2-7 Available Finishes And Temperature Ratings: Refer to Table 1. i r'or correct deflector orientation.) Accessories: (Also refer to the"Sprinkler Accessories"section.) Protective Sprinkler Wrenches: Sprinkler A. Standard Wrench: Part No. 07297W/B (available since 1991) Shield B.Wrench for recessed sprinklers:Part No.07565W/B**(available since 1991) � **A'Y."ratchet is required(not available from Viking). Replacement Escutcheons: A.Adjustable Standard Dry Escutcheon: Base Part No. 08086F B. Model E-1 Recessed Dry Escutcheon Cup: Base Part No. 05459A C. Model G-1 Recessed Dry Escutcheon Cup: Base Part No. 20133 4. INSTALLATION wrench Refer to appropriate NFPA Installation Standards. Flat 5. OPERATION During fire conditions,the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- . 0..,9 0 way.Water flowing through the sprinkler orifice strikes the sprinkler deflector, J forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. Figure 1: 7. AVAILABILITY Standard Sprinkler Wrench 07297W/B The Viking Quick Response Dry Horizontal Sidewall Sprinkler is available through a network of domestic and international distribu- tors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES irt,. HeratI Ncittliisl" x: b "arit` Ordinary 155°F 68 °C) 100 °F (38°C) Red Intermediate 175 °F 79 °C 150 °F (65°C) Yellow ' Intermediate 200 °F 93 °C 150 °F 65 °C Green High 286°F 141 °C 225 °F 107°C Blue Sprinkler Finishes: Brass, Chrome, White Polyester, and ENT Corrosion-Resistant Coating3,4: White Polyester and ENT in all temperature ratings Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indi- cated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Note: These coatings are NOT corrosion proof.Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment.Polyester and ENT coatings are applied to the exposed exterior surfaces only.Note that the spring is exposed on sprinklers with Polyester and ENT coatings. "When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Form No. F 031993 20.04.16 Rev 20.1 Page 3 of 8 I& Elm Arm mmdommumb QUICK RESPONSE NJ KI DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com +xNote: A 1/2' ratchet s required. Sprinl<ler Wrench Part (Not available from Viking). No. 07565W/Bxw for installing recessed - dry sprinklers. l `' 1 - --- r j F i - - - _____. , Step 1: Carefully slide the Step 2 Press the wrench onto wrench sideways around the the sprinkler wrench flats and deflector and protective turn slightly to ensure engage- shield as shown, meet with the wrench flats. Figure 2: Wrench 07565WIB for Adjustable Recessed Dry Horizontal Sidewall Sprinklers For 'A' Dimension, NOTE+ 1. Determine the distance from the face of Deflector at To Locate the deflector the tee to the finished face of the wall, 7, Minimum Distance 2. Round to the nearest 1/2' (12.7 mm) between Finished Ceiling From Watt at the minimum distance 1-1/2' (38,1 mm) and 45-1/2' (1,156 mm). from the wall, with no adjustment avallabte, NOTE: The deflector will extend approximately :' Finished Wall order the standard dry 4-1/8' (104.8 mm) from the 'wall with 2' +/- 4' (102 mm) Minimum horizontal sidewall sprink- 1' (25.4 mm) horizontal adjustment available. 6' <152 mm) Maxlmum ter 1' C25,4 mm) shorter A 3-1/8' than the 'A' Dimension. (79.4 mm) --- Deflector at NOTE: 3-1/16' Maximum Distance To locate the deflector (77,11 mm) From Walt at the maximum distance — --- from the wall, with no adjustment available, order the standard dry 5/8' <15.9 mm) horizontal sidewall sprink- ter ^ Minimum wall opening I 5-1/8' than the 'A' Dimension. diameter: 1-3/4' (44.5 mm), I—Sleeve diameter: (130.2 mm> Maximum wall opening 1-1/2' (38.1 mm), diameter: 2-1/4' (57 mm). 13/16' Sleeve finish matches w May be allowed up to 18° <457 mm) for certain (20.6 mm) finish of escutcheon. FM installations. Refer to the appropriate installation standards, Including NFPA 13 and/or FM Loss Prevention Data Sheet 2-0. Figure 3: Adjustable Standard Dry Horizontal Sidewall Sprinkler at DeFlector _ Push and Rotate Slot Sleeve STEP 1: Align the slot In STEP 2: Push the rounded STEP 3- Pull the escutcheon STEP 41 Push and rotate STEP 51 To minimize the escutcheon with the end of the slot against the away from the near edge the escutcheon onto the visibility of the slot horizontal surface of near edge of the deflector, of the deflector. Move the sleeve. in the escutcheon, the deflector as shown. Push the far side of the near side of the escut- position the slot escutcheon past the deftec- cheon over the deflector, at the top of the tor, toward the sleeve. sprinkler sleeve. Figure 4: Adjustable Standard Escutcheon Installation Form No. F 031993 20.04.16 Rev 20.1 r f Page 4 of 8 8 QUICK RESPONSE • DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com a VonsetT3;,.Fl`c,r�rarttat�Sidev� it i• a' ,. Ttttgl"I� d 'GCt� tiCi�BSy ." _—i --.�.• i . ' 91 W1%✓•wv d Sprinkler Base Thread Size Nominal Order Length Listings and Approvals° Part No.' SIN Style K-Factor2 Increment (Refer also to Design Criteria on page 106e.) NPTJ BSPT U.S. metric' Inches mm cULus5 NYC6 VdS LPCB CE 0 08384U Adjustable ill -- 5.6 80.6 1/2" 12.7 A1,A5 Al -- -- -- - 16458U VK178 Standard -- 25 mm -- 80.6 1/2" 12.7 A1,A5 08386U VK182 Adjustable ill -- 5.6 80.6 1/4" 6.35 B2, B6 B2 -- -- -- — 16454U Recessed -- 25 mm -- 80.6 1/4" 6.35 B2, B6 -- -- -- -- -- 08388U 1" -- 5.6 80.6 1/2" 12.7 A3 A4 -- -- -- -- 16456U VK174 Plain Barrel _ 25 mm -- 80.6 1/2" 12.7 A3 Approved Finishes and "A" Dimensions 1' - Chrome, or White Polyester' sprinkler with a Chrome, Brass, or White Polyester Sleeve and Escutcheon with"A"dimensions 1-1/2"to 45-1/2"(38.1 mm to 1,156 mm) Approved Temperature Ratings 2'-Chrome,or White Polyester?with"A"dimensions 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm) A- 155°F(68°C), 175°F(79°C), 200 °F 3-Chrome,Brass,White Polyester',or ENT'with"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) (93°C),and 286°F(141 °C) 4-Chrome or Brass with"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) B- 155 °F (68 °C), 175 °F (79 °C), and 5-ENT7 sprinkler with an ENT'Sleeve and Escutcheon with"A"dimensions 1-112"to 45-1/2"(38.1 200°F(93°C) mm to 1,156 mm) 6-ENT'with "A"dimensions 3-1/4" to 47-1/2" (82.5 mm to 1,207 mm) 'Brass Finish is listed and approved but not standard offering,lead times of 6-8 weeks required. (Matching Brass escutcheons are not available.) Footnotes ' Part number shown is the base part number. For complete part number,refer to current Viking price list schedule. 2 K-Factor applies for standard lengths("A"Dimensions indicated above). 3 Metric K-factor shown is for use when pressure is measured in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. "This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U.S.and Canada for Light Hazard occupancies only. 5 Accepted for use,City of New York Department of Buildings,MEA Number 89-92-E,Vol. 15. 7 cULus Listed as corrosion resistant. ..',a. K', .3• �„�,'Yi,aa 3t5�'! r« IGN �v "ejer" rrsv t�Ghart ilw cUlLus Listing Requirements: Quick Response Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edi- tion of NFPA 13 for standard spray sprinklers. • Limited to Light Hazard occupancies only. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft.(1.8 m). • Deflector must be positioned between 4"and 6" (102 mm and 152 mm)below the ceiling. Keep the top of the deflector oriented parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT:Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No. F_031993 20.04.16 Rev 20.1 T , Page 5 of 8 QUICK RESPONSE 4 DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com "';.::a,r .o"' y aa¢ n.y«,�°>;,•n�pu vim,.,• ..«.,w..,. t=r„",ds.t.< " `fierrmixe)ature;° .KEY' ck^Respc�riit+ l� r{Hocizorital.5[dewattsrktrs7 �ss , .p d � ,fin• a>�mz ,�+,a.<, v "fak :/�l > SCLIl9Vi{if7Pt : o tg t Iiaxard tYccultcies �a+ %f„a' '�§$Ya3r'::`�' 'F..v v�3%? `'�:w.., "?p,.ii..,a;k��, ��r9rYtt�rYt��a7" ^s�1; 1'4.�f��'•,���„Ts.:' , ='�N.;fig +.ba °a Sprinkler Base SIN style Thread Size Nominal K-Factor2 Order Length Increment FM Approvals° Part No.' NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 08384U V -- 5.6 80.6 1/2" 12.7 Al VK178 Adjustable Standard 16458U -- 25 mm -- 80.6 1/2" 12.7 Al 08386U 1" 5.6 80.6 1/4" 6.35 B2 VK182 Adjustable Recessed 16454U -- 25 mm -- 80.6 1/4" 6.35 B2 08388U 1" --VK174 Plain Barrel 5.6 80.6 1/2" 1 12.7 A3 16456U -- 25 mm -- 80.6 1/2" 1 12.7 A3 Approved Finishes and"A" Dimensions 1"-Bright Brass,Chrome,White Polyester,or ENT5 with"A"dimensions 1-1/2"to 45-1/2" (38.1 Approved Temperature Ratings mm to 1,156 mm) 5 A 155°F(68°C), 175°F(79°C),200°F(93°C), and 2`- Bright Brass,Chrome,White Polyester,or ENT with"A"dimensions 3-1/4"to 47-112"(82.5 °F(141 °C} mm to 1,207 mm) 286 B- 86°F( °C), 175°F(79°C),and 200°F(93°C) 3- Brass, Bright Brass,Chrome,White Polyester,or ENT'"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) 'Brass Finish is listed and approved but not standard offering,lead times of 6-8 weeks required. (Matching Brass escutcheons are not available.) Footnotes ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 K-Factor applies for standard lengths("A"Dimensions indicated above). 'Metric K-factor shown is for use when pressure is measured in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 4 This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 5 FM approved as corrosion resistant. FM Approval Requirements: The Dry HSW Sprinklers in the Approval Chart above are FM Approved as quick response Non-storage standard spray sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including 2-0)and Technical Advisory Bulletins.FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to,but not limited to:minimum water supply requirements,hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflec- tor distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation, and maintenance information.Viking sprinklers are to be installed in accord- ance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No. F_031993 20.04.16 Rev 20.1 Page 6 of 8 ® QUICK RESPONSE • DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com For 'A' Dimension 1. Determine the distance from the face of the tee to the face of the finished wall, ' _ 2, Round to the nearest 1/4' (6,35 mm) Ceiling between 3-1/4' (83 mm) and 47-1/2' (1,207 mm). NOTE: The sprinkler will be recessed approximately 5/16' (7.9 mm) with 5/8' (16 mm) horizontal adjustment available, 4' (102 mm) Minimum A 6' (152 mm) Maxlmumw 5/8' (16 mm) CAL ---T - 3-1/16" -- -r I (77,8 mm) I•`"0'I I I I Minimum wall opening: 2-1/8' (54 mm) diameter, Maximum wall opening: LIP 2-1/2' (63.5 mm) diameter, Available Adjustment 1-23/32' (43.7 mm) Minimum x May be allowed up to 16' (457 mm) for certain 2-11/32' (59,5 mm) Maximum FM installations. Refer to the appropriate Installation standards, including NFPA 13 and/or FM Loss 5/16' <7,9 mm) Outward Adjustment Prevention Data Sheet 2-0. 5/16' (7,9 mm) Inward Adjustment Figure 5: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model E-1 Escutcheon Side outlet of--,,\ Tee turned to req'd angle for For 'A' Dimension: slope of ceiling ` 1. Measure B Dimension from centerline of the face of the tee to the horizontal centerline Adjustoble� of the wall opening. Adapter 2. Measure C Dimension from the centerline of Ring the Face of the tee to the finished wall q 3. Calculate 'A' Dimension using- A = B + C NOTE,A Dimension will provide opproxim.tety 1/4' of adjustment In either direction. Depth. (3.2 mn) Adjustable —Ceiting Outer Cup Deflector distance 102 to 152 2-s/e' 4• (below t a ceiling.x m) (6 nn) (102 mm) Minimum wall openings When measuring for ' L 2-5/8' (66 mm) diameter. the 'A' Dimension, '�:•" the exact deflector Maximum wall openings Wall 3-3/4' (95 mm) diameter, ti`"' distance below the ceiling must be known. C- x May be allowed up to 18' <457 mm) 1-1/16•I for certain FM installations, Refer to c27 mm) the appropriate installation standards, including NFPA 13 and/or FM Loss Prevention Data Sheet 2-0. Figure 6: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model G-1 Escutcheon Form No. F_031993 20.04.16 Rev 20.1 Page 7 of 8 Mk QUICK RESPONSE DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com For, "A" Dimension 1. Determine the distance From the face oP the tee to the base of the sprinkler. Ceiling 2. Round to next highest 1/2" (12.7 mm) increment, between 3" (/6.2 mm) and Watt 47" (1,194 mm). 4" 002 mm) Minimum 6" (152 mm) Maximum)K /A 2-3/16" (51 rim)�� 5/8" (16 mm) Outside diameter; 1-5/16" (33.4 mm), (Same as 1" Do not exceed 6" (152 mm). (25 mm) Schedule 40 pipe. Do not recess wrench boss. X May be allowed up to 18" (457 mm) for certain FM installations. Refer to the appropriate installation standards, including NFPA 13 and/or FM Loss Prevention Data Sheet 2-0, Figure 7: Quick Response Plain Barrel Dry Horizontal Sidewall Sprinkler s s •T. Form No. F_031993 20.04.16 Rev 20.1 t 1 Page 8 of 8 ® QUICK RESPONSE • DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive,Hastings It 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingeorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5-1/8' I I, (130,2 mm) Seal the clearance space around the sprinkler barrel to avoid :: Maximum leakage of air Into the protected area and consequent formation „ „ of condensate around the sprinkler ,frame, which could Inhibit - operation or cause premature operation. Refer to Figure 9. i If humidity and temperature - ' " " NOTE- To locate the differential causes condensation IIIIIIIII=====_-' ; ;; ;; Deflector at deflector at the on the exposed dry sprinkler II II III___________________ „ „ Maxlmum Distance --------- From Wall maximum distance from barrel, consider wrapping the IIIIIIIII---------- _ the wall, with no exposed barrel with Insulation, �iijiljii 13/16' adjustment available, foam insulating tape, or equivalent, IIIII (20.6 mm) Ceiling order the standard ll illll dry horizontal side- Install the 1' NPT threaded IDIIIII 4' C102 mm) Minimum wall sprinkler 1' end of the dry sidewall sprink- 6' (152 mm) Maximumx longer than the 'A' ter Into the 1' NPT outlet of Sleeve finish dimension. a malleable iron tee fitting per I„I„I,. I matches ANSI B 16.3 (Class 150) or cast escutcheon iron threaded tee fitting per 3-1/16' Up to 2' (50.8 mm) ANSI 16.4 (Class 125) only. adjustment is available. " �(77.9 mm) 5/8" Minimum wall opening' „ (15,9 mm) 3-1/8' diameter! 1-3/4 (44.5 mm) (79.4 mm)— Maximum wall opening (Exposed ii ii ii " I, " Minimum Barrel) n , „ diameter: 2-1/4' (57 mm). 1-1/2'C38,1 mm) „ n �, NOTES To locate the diameter " " " deflector at the minimum distance from Ambient Exposed Barrel. Outer the wall, with no Temperature Ambient Temperature Surface adjustment available, of Protected 40'F/4'C 50'F/10'C 60°F/16'C of the Wall _ order the standard AreaXX at theExposed Minimum Barrel dry horizontal side- Dischar a End Lengthwxw Face of the 0 ii ii ii wall sprinkler 1' of the Sprinkle Tee to the Outer „ „ i, ➢effector at shorter than the Surface of the Wall I, , ,I Minimum Distance In.(mm) In,(mm) In.(mm) From Wall 'A' dimension, 40'F WC) 0 0 0 30°F (-1°C) 0 0 0 )(May be allowed up to 18' (457 mm) for certain FM 20'F (-7'C) 4 (100) 0 0 installations. Refer to the appropriate installation standards, 10'F (-12°C) 8 (203) 1 (25.4) 0 including NFPA 13 and/or FM Loss Prevention Data Sheet 2-0. 0'F (-18'C) 12 (305) 3 (76) 0 xxThe protected area refers to the area below the ceiling, -10'F (-23°C)14 (356) 4 (102) 1 (25.4) The ambient temperature is the temperature at the discharge end of the sprinkler. -20'F (-29'0 14 (356)6 (152) 3 (76) For protected area temperatures that occur between the -30-F (-34°C>16 (406)8 C203 4 <102) values listed, use the next cooler temperature. -40°F (-40°C)18 (457)8 (203)4 1112) xxxThe minimum required barrel length is not the same as the 'A' dimension, -50°F (-46°C>20 (508)5 (254 6 Ci52) Refer to Figures 3, 5, 6 and 7 for the 'A' dimension. -6D°F (-51'0 120 (508)10 (254 6 C152) Exposed minimum barrel lengths are inclusive up to 30 mph wind velocities. Figure 8: Dry Horizontal Sidwall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area (Adjustable Standard Dry HSW Sprinkler is Shown) Seal 22087M/W Seal (or equivalent method) Clearance Opening " Insulated Insulated Wall Wall Dry Sprinkler Seal on the Exterior of the Wall Dry Sprinkler Seal Within the Wall Figure 9: Dry Sprinkler Seal(Adjustable Standard Dry HSW Sprinkler is Shown) Replaces Form No. F_031993 Rev 19.2 Form No. F_031993 20.04.16 Rev 20.1 (Removed cover 15610.) Page 1 of 4 CARE AND HANDLING,, OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool,dry place. • Protect sprinklers during storage,transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. • Keep sprinklers separated at all times, DO NOT allow metal parts to contact sprinkler -f operating elements. T ' . CORRECT INCORRECT For Pre-Assembled Drops: (Original container used) (Placed loose in box) • Protect sprinklers during handling and after installation. ,, For recessed assemblies,use the protective sprinkler cap(Viking Part Number 10364). �r m • Sprinklers with Protective Shields or Caps: • DO NOT remove shields or caps until after sprinkler installation and there no longer is "_ 161 potential for mechanical damage to the sprinkler operating elements. ;A - • Sprinkler shields or caps MUST be removed BEFORE placing the system in - servicel CORRECT INCORRECT • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. (Protected with caps) (Protective caps not used) • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: I • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler ✓, into a fitting. • Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- "¥ nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) • Install sprinklers after the piping is in place to prevent mechanical damage. ceiling) • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers.Sprinklers can be damaged from direct or indirect impacts. • DO NOT attempt to remove drywall, paint, etc.,from sprinklers. •Take care not to over-tighten the sprinkler and/or damage its operating parts! ' x Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 314" NPT: 20 ft-Ibs. 27.1 N-m CORRECT INCORRECT ) (Special installation (Designated wrench not 1" NPT: 30 ft-Ibs. (40.7 N-m) wrenches) used) WARNING:Cancer and Reproductive Harm www.P65Wamings.ca.gov Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped,damaged,or exposed to temperatures exceeding the maximum ambient temperature allowed.Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care,handling,installation,and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 _ CARE AND HANDLING OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements.The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping,storage,and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets*when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: i NOTE: SHIELDS;AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: • The sprinkler has been installed*. • The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! e .F#; Figure 1:Sprinkler shield being Figure 2:Sprinkler cap being. Figure 3:Sprinkler cap being re- removed from a pendent sprinkler. removed from a pendent sprinkler. moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them!Take care not to cause mechanical damage to sprinklers when removing the shields or caps.When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to'the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. i µ" Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 3 of 4 CARE AND HANDLING N I KJ W*j OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com LIGAUTIt}N' CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT,HANDLE WITH CARE. „ Concealed Sprinkler and Adapter �., Assembly(Protective Cap Removed) y ,,` " ' ''%»`•• °'^'"` "' ,,Fi»i;;y ;r? •,,,?:n.,g,A:',`ASFw'+�.,�:h'd`."4*j'r`� - ,�°................ yr�yti,'rY'& "3 �`3�" .. m,?'a�'•`r•�.-X�t;f»t n�'Y4`{'e•5,... r..• � r r (€ �.:"-.��':r'p.:t�.`b r,�b2x, „ yK�v,.,r�.ti;• ,,;wA ^• -•-'� ','�`+La.`..'I't iit:-Cy;.i .'...f>,r,`.,.� -,:E-<'R'`§i.$ti..IP:;%i�•�it Concealed Sprinkler and Adapter Assembly with Protective Cap Cover Plate Assembly (Pendent Cover 12381 shown) �•"y&a N yN ^'> Ry>r» A GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100°F(38°C).Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage,transport, handling,and after installation. -Use original shipping containers. Do not place sprinklers or cover assemblies loose in boxes, bins,or buckets. • Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled,during testing of the system,and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench(refer to the appropriate sprinkler data page)to install these sprinklers.NOTE:The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over-tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall,paint,etc.,from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F 091699 18.10.11 Rev 16.1.P65 Page 4 of 4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Viking's sprinklers are available with factory-applied wax coating for corrosion resistance.These sprinklers MUST receive appropriate care.and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: • Store the sprinklers in a cool,dry place(in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax-coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage,transport,handling,and after installation. • Use original shipping containers. • Do not place sprinklers'in loose boxes,bins,or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax-coated Viking sprinklers (any other wrench may damage the unit). • Take care not to crack the wax coating on the units. • For touching up the wax coating after installation,wax is available from Viking in bar form.Refer to Table 1 below.The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. • Use care when locating'sprinklers near fixtures that can generate heat.Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprin;kiers frequently soon after installation to verify the integrity of the corrosion resistant coating.Thereafter,inspect representative samples of the coated sprinklers in accordance with NFPA 25.Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. 10 S er �' rate i a M` o a 155°F(68°C)/165 °F(74-C) 02568A 148 °F (64°C) 100°F(38-C) Light Brown 175-F(79-C) 04146A 161 -F (71 -C) 150-F(65-C) Brown 200 -F(93 °C) 04146A 161 °F(71 -C) 150-F(65-C) Brown 220 °F(104 -C) 02569A 170-F(76 °C) 150-F(65-C) Dark Brown 286-F(141 -C) 02569A 170-F(76-C) 150-F(65-C) Dark Brown Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. w, Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 3 DATA SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking fire sprinklers consist of a threaded frame with a specific waterway or orifice size and a deflector for distributing water in a specified pattern.A closed or sealed sprinkler refers to a complete assembly, including the thermosensitive operating element.An open sprinkler does not use an operating element and is open at all times.The distribution of water is intended to extinguish a fire or to control its spread. Viking sprinklers are available in several models and styles. Refer to specific sprinkler technical data pages for available styles, finishes, temperature ratings,thread sizes, and nominal K-Factors for the particular model selected. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or At WARNING Cancer and Reproductive Harm approval agency listings. +' wwwP65Warnmgs ca gov 3. TECHNICAL DATA Pressure Ratings: Maximum allowable water working pressure is 175 psig (12 Bar) unless rated and specified for high water working pressure [250 psig (17.2 bar)]. Sprinkler Identification: Viking sprinklers are identified and marked with the word"Viking",the sprinkler identification number(SIN)consisting of"VK" plus a three digit number",the model letter, and the year of manufacture. Available Finishes: Viking sprinklers are available in several decorative finishes. Some models are available with corrosion-resistant coatings or are fabricated from non-corrosive material. Refer to the sprinkler technical data page for additional information. Available Temperature Ratings: Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification.Applicable installa- tion rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classifica- tion, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum-reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classifica- tion,depending upon sprinkler location,occupancy classification,commodity classification,storage height,and other hazards.In all cases,the maximum expected ceiling temperature dictates the lowest allowable temperature classification.Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. K-Factors: Viking sprinklers are available in several orifice sizes with related K-Factors.The orifice is a tapered waterway and,therefore,the K-Factor given is nominal. Nominal U.S. K-Factors are provided in accordance with the 1999 edition of NFPA 13,Section 3-2.3. Refer to the specific data page for appropriate K-Factor information. Available Styles: Viking sprinklers are available for installation in several positions as indicated by a stamping on the deflector. The deflector style dictates the appropriate installation position of the sprinkler; it breaks the solid stream of water issuing from the sprinkler orifice to form a specific spray pattern.The following list indicates the various styles and identification of Viking sprinklers. UPRIGHT SPRINKLER:A sprinkler intended to be installed with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella-shaped spray pat- tern downward.Marked"SSU"(Standard Sprinkler Upright)or"UPRIGHT' Viking Technical Data may be found on on the deflector. PENDENT SPRINKLER:A sprinkler intended to be oriented with the deflec- The Viking Corporation's Web site at for below the frame so water flows downward through the orifice, striking http://wwwr.vikinggroupinc.com. the deflector and forming an umbrella-shaped spray pattern downward. The Web site may include a more recent Marked "SSP" (Standard Sprinkler Pendent) or 'PENDENT' on the de- L edition of this Technical Data Page. Hector. CONVENTIONAL SPRINKLER:An 'old style" sprinkler intended to be installed with the deflector in either the upright or pendent position. The deflector provides a spherical type pattern with 40 to 60 percent of the water initially directed downward and a proportion directed upward. Must be installed in accordance with installation rules for conventional or old style sprinklers. DO NOT USE AS A REPLACEMENT FOR STANDARD SPRAY SPRINKLERS. Marked"C U/P"(Conventional Upright/Pendent)on the deflector. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) • J Page 2 of 3 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: '269-818-1680 Email: techsvcs@vikingcorp.com VERTICAL SIDEWALL(VSW)SPRINKLER:A sprinkler intended for installation near the wall and ceiling.The deflector provides a water spray pattern outward in a quarter-spherical pattern and can be installed in the upright or pendent position with the flow arrow in the direction of discharge. Marked "SIDEWALL" on the deflector with an arrow and the word "FLOW". (Note: Some vertical sidewall sprinklers can only be installed in the upright or pendent position—in this case,the sprinkler will also be marked "UPRIGHT"or"PENDENT".) HORIZONTAL SIDEWALL(HSW)SPRINKLER:A sprinkler intended for installation near the wall and ceiling.The special deflector provides a water spray pattern outward in a quarter-spherical pattern. Most of the water is directed away from the nearby wall with a small portion directed at the wall behind the sprinkler.The top of the deflector is oriented parallel with the ceiling or roof. The flow arrows point in the direction of discharge. Marked"SIDEWALL"and "TOP"with an arrow and the word"FLOW". EXTENDED COVERAGE (EC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listings.Maximum area of coverage,minimum flow rate,orifice size,and nominal K-Factor are specified in the individual listings. EC sprinklers are intended for Light-Hazard occupancies with smooth,flat,horizontal ceil- ings unless otherwise specified. In addition to the above markings, the sprinkler is marked"EC". QUICK RESPONSE (QR) SPRINKLER: A spray sprinkler with a fast- actuating operating element. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction (AHJ) prior to installing. QUICK RESPONSE EXTENDED COVERAGE {QREC) SPRINKLER:A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listing. This is a sprinkler with an operating element that meets the criteria for quick response. QREC sprinklers are only intended for Light Hazard occupancies.The sprinkler is marked"QREC'. FLUSH SPRINKLER:A decorative spray sprinkler intended for installation with a concealed piping system. The unit is mounted flush with the ceiling or wall, with the fusible link exposed. Upon actuation, the deflector extends beyond the ceiling or wall to distribute water discharge.The sprinkler is marked"SSP", "PEND", or"SIDEWALL"and "TOP". CONCEALED SPRINKLER:A decorative spray sprinkler intended for installation with a concealed piping system.The sprinkler is hidden from view by a cover plate installed flush with the ceiling or wall. During fire conditions, the cover plate detaches, and upon sprinkler actuation,the deflector extends beyond the ceiling or wall to distribute water discharge.The sprinkler is marked "SSP", "PEND", or"SIDEWALL"and"TOP". RECESSED SPRINKLER:A spray sprinkler assembly intended for installation with a concealed piping system.The assembly con- sists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity. Refer to the appropriate technical data page for allowable sprinkler models, temperature ratings, and occupancy classifications. DO NOT RECESS ANY SPRINKLER NOT LISTED FOR USE WITH THE ESCUTCHEON. CORROSION-RESISTANT SPRINKLER: A special service sprinkler with non-corrosive protective coatings, or that is fabricated from non-corrosive material,for use in atmospheres that would normally corrode sprinklers. DRY SPRINKLER:A special-service sprinkler intended for installation on dry pipe systems or wet pipe systems where the sprinkler is subject to freezing temperatures. The unit consists of a sprinkler permanently secured to an extension nipple with a sealed inlet end to prevent water from entering the nipple until the sprinkler operates. The unit MUST be installed in a tee fitting. Dry upright sprinklers are marked with the"B" dimension [distance from the face of the fitting (tee)to the top of the deflector]. Dry pendent and sidewall sprinklers are marked with the "A" dimension [the distance from the face of fitting (tee) to the finished surface of the ceiling or wall]. LARGE DROP SPRINKLER:A type of special application sprinkler used to provide fire control of specific high-challenge fire haz- ards. Large drop sprinklers are designed to produce an umbrella-shaped spray pattern downward with a higher percentage of "large"water droplets than standard spray sprinklers. The sprinkler has an extra-large orifice with a nominal K-Factor of 11.2. Marked "HIGH CHALLENGE"and "UPRIGHT'. EARLY SUPPRESSION FAST-RESPONSE(ESFR)SPRINKLER:A sprinkler intended to provide fire suppression of specific high- challenge fire hazards through the use of a fast response fusible link, 14.0, 16.8,or 25.2 nominal K-Factor,and special deflector. ESFR sprinklers are designed to produce high-momentum water droplets in a hemispherical pattern below the deflector. This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high-challenge fire. Marked "ESFR"and "UPRIGHT"or"PEND". INTERMEDIATE LEVEL/RACK STORAGE SPRINKLER:A standard spray sprinkler assembly designed to protect its operating element from the spray of sprinklers installed at higher elevations.The assembly consists of a standard or large orifice upright or pendent sprinkler with an integral upright or pendent water shield and guard assembly. Use only those sprinklers that have been tested and listed for use with the assembly. Refer to the technical data page for allowable sprinkler models. RESIDENTIAL SPRINKLER:A sprinkler intended for use in the following occupancies: one-and two-family dwellings with the fire protection sprinkler system installed in accordance with NFPA 13D; residential occupancies up to four stories in height with the fire protection system installed in accordance with NFPA 13R; and where allowed by the Authority Having Jurisdiction in resi- dential portions of any occupancy with the fire protection system installed in accordance with NFPA 13. Form No. F_080814 18.12.06 Rev 14.1.P65 Page 3 of 3 ° SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Residential sprinklers have a unique distribution pattern and utilize a"fast response" heat sensitive operating element. They en- hance survivability in the room of fire origin and are designed to provide a life safety environment for a minimum of ten minutes. For this reason, residential sprinklers must not be used to replace standard sprinklers unless tested for and approved by the Authority Having Jurisdiction. In addition to standard markings,the unit is identified as"RESIDENTIAL SPRINKLER"or"RES". 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. IMPORTANT:Always referto Bulletin Form No.F_091699-Care and Handling of Sprinklers and the appropriate sprin- klergeneral care,installation,and maintenance guide.Viking sprinklersareto be installed in accordancewith the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,and alsowiththe provisions of governmental codes,ordinances,and standards,wheneverapplicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Pagel of 4 SPRINKLER GENERAL CARE, • o INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 1. DESCRIPTION - STANDARD RESPONSE,QUICK RESPONSE, EXTENDED COVERAGE,AND DRY SPRINKLERS Viking thermosensitive spray sprinklers consist of a small frame and either a glass bulb or a fusible operating element.Available styles include pendent,flush pendent,concealed pendent,upright,horizontal sidewall,vertical sidewall,or conventional,depending on the particular sprinkler model selected. Viking sprinklers are available with various finishes,temperature ratings, responses,and K-Factors to meet design requirementst. Used in conjunction with one of the corrosion-resistant coatings (for frame style sprinklers), the units provide protection against many corrosive environments. In addition, the special Polyester or TeflonO coatings can be used in decorative applications where colors are desired. t Refer to the sprinklertechnical data page for available styles,finishes,temperature ratings,responses,and nominal K-Factors for specific sprinkler models. I 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s)and/or approval agency listings. i 3. TECHNICAL DATA Specifications: i t WARNING Cancer and Reproductive Harm Refer to the appropriate sprinkler technical data sheet. www P65Wamings ca gov Material Standards: Refer to the appropriate sprinkler technical data sheet. 4. INSTALLATION NOTE:Take care not to over-tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft=1bs. (19.0 N-m) 3/4" NPT: 20 ft-1bs. (27.1 N-m) 1" NPT: 30 ft-lbs. (40.7 N-m) A.Care and Handling(also refer to Bulletin-Care and Handling of Sprinklers, Form No.F_091699.) Sprinklers must be handled with care.They must be stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature al- lowed (refer to,the temperature chart on the sprinkler technical data page). Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb.A small air bubble should be present in the glass bulb. Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed immediately.(Note: Installing glass bulb sprinklers in direct sunlight(ultraviolet light)may affect the color of the dye used to color code the bulb.This color change does not affect the integrity of the bulb.) Sprinklers must be protected from mechanical damage during storage,transport, handling,and after installation.Sprinklers subject to mechanical damage must be protected with an approved sprinkler guard. Use only sprinklers listed as corrosion resistant when subject to corrosive environments.When installing corrosion-resistant sprin- klers, take care not to damage the corrosion-resistant coating. Use only the special wrench designed for installing coated or recessed Viking sprinklers(any other wrench may damage the unit). Concealed sprinklers must be installed in neutral or negative pressure plenums only! Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they could be exposed to temperatures exceeding the maximum recommended ambient temperature for the temperature rating used. Wet pipe systems must be provided with adequate heat. Sprinklers supplied from dry systems in areas subject to freezing must be listed dry sprinklers,upright,or horizontal sidewall sprinklers installed so that water is not trapped. For dry systems, pendent sprinklers and'sidewall sprinklers installed on return bends are permitted, where the sprinklers, return bend, and branch line piping are in an area maintained at or above 40°F(4°C). B.Installation Instructions-Standard Spray Sprinklers Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agencies. They are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to sprinklers or cover plate assemblies after they leave the factory including,but not limited to:painting,plating,coating,or modification,may render them inoperative and will automatically nullify the approvals and any guarantee made by The Viking Corporation. Form No. F_050614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 2 of 4 IL Elm AFNEL 1111111 .9�Ilk N SPRINKLER GENERAL CARE, d • INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Before installation, be sure to have the appropriate sprinkler model and style, with the correct K-Factor, temperature rating, and response characteristics. Sprinklers must be installed after the piping is in place to prevent mechanical damage. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. 1a. For frame-style sprinklers, install escutcheon (if used), which is designed to thread onto the external threads of the sprinkler. Refer to the appropriate sprinkler data page to determine approved escutcheons for use with specific sprinkler models. _ 1b. For flush and concealed style sprinklers: Cut the sprinkler nipple so that the or 3/4" (15 mm or 20 mm)* NPT outlet of the reducing coupling is at the desired location,and centered in the opening*in the ceiling or wall. *Size depends on the sprinkler model used.Refer to the sprinkler technical data page. 2. Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build-up of compound in the sprinkler inlet. NOTE: Sprinklers with protective caps or bulb shields must have the caps or shields kept on them when applying pipe-joint compound or tape. Exception:For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily.. 3. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. DO NOT use the deflector or fusible element to start or thread the sprinkler into a fitting. a. Install the sprinkler onto the piping using the special sprinkler wrench only, taking care not to over-tighten or damage the sprinkler. b. For flush and concealed style sprinklers:the internal diameter of the special sprinkler installation wrench is designed for use with the sprinkler contained in the protective cap.Exception:For domed concealed sprinklers,remove the protective cap for installation, and then place it back on the sprinkler temporarily. Thread the flush or concealed sprinkler into the '/2' or 3/4" (15 mm or 20 mm)*NPT outlet of the coupling by turning it clockwise with the special sprinkler wrench.*Thread size depends on the particular sprinkler model used.Refer to the sprinkler technical data page. C. Installation Instructions-Dry Sprinklers WARNING: Viking dry sprinklers are to be installed in the 1" outlet (for dry and preaction systems), or run of malleable, ductile iron, or Nibco CPVC*threaded tee fittings (for wet systems)that meet the dimensional requirements of ANSI B16.3 (Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4(Class 125),even at branch line ends.The threaded end of the dry sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accumulating and freezing over the sprinkler seal. *NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-13I.When selecting other CPVC fittings, contact Viking Technical Services. 1. DO NOT install the dry sprinkler into a threaded elbow, coupling,or any other fitting that could interfere with thread penetration. Such installation would damage the brass seal. 2. DO NOT install dry sprinklers into couplings or fittings that would allow condensation to accumulate above the seal when the sprinkler is located in an area subject to freezing. 3. NEVER try to modify dry sprinklers.They are manufactured for specific"A"or"B"dimensions and cannot be modified. The dry sprinkler must be installed after the piping is in place to prevent mechanical damage. Before installation, be sure to have the correct sprinkler model and style, with the appropriate"A" or"B" dimension(s), temperature rating, orifice size, and response characteristics. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. Exception: For concealed and adjustable recessed dry sprinklers, the protective caps and shields are removed for installation. To install the dry sprinkler, refer to the instructions below and the appropriate sprinkler technical data page for illustrated instruc- tions. Dry upright sprinklers must be installed above the piping, in the upright position only. When installing dry upright or plain barrel style vertical sidewall sprinklers on piping located close to the ceiling, it may be necessary to lower the sprinkler into the fitting from above the ceiling. When installing dry upright or plain barrel vertical sidewall sprinklers from below the ceiling, verify that the opening in the ceiling is a minimum 1-1/2"(38.1 mm)in diameter. For dry upright or plain barrel vertical sidewall sprinklers in the upright position: First, install the escutcheon (if used) over the threaded end of the sprinkler barrel. Slide the escutcheon past the external threads. NOTE.When installing the dry upright or plain barrel vertical sidewall sprinkler from above the ceiling, it will be necessary to install the escutcheon after lowering the threaded end of the sprinkler through the ceiling penetration. A. For all dry sprinklers:Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler barrel only, taking care not to allow a build-up of compound or tape over the brass inlet and seal. NOTE: Sprinklers with protective caps or bulb shields must be contained within the caps or shields before applying pipe-joint compound or tape. Form No. F 080614 18.10.11 Rev 16.1.P65 Page 3 of 4 SPRINKLER GENERAL CARE, • INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. B. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. C. Install the dry sprinkler on the piping using the special dry sprinkler wrench only, while taking care not to damage the sprinkler. NOTE:Thread the sprinkler into the fitting hand tight, plus 1/2 turn with the dry sprinkler wrench. D. For adjustable standard and adjustable recessed dry pendent and sidewall sprinklers:Escutcheons can be installed after the sprinklers have been installed onto the piping. Refer to the appropriate sprinkler technical data page for escutcheon installation instructions and illustrations. D.Installation Instructions-Testing 4.After installation, the entire sprinkler system must be tested.The test must be conducted to comply with the installation stand- ards.Viking high pressure sprinklers may be hydrostatically tested at a maximum of 300 psi(20.7 bar)for limited periods of time (two hours),for the purpose of acceptance by the Authority Having Jurisdiction. a. Make sure!the sprinkler is properly tightened. If a thread leak occurs,normally the sprinkler must be removed, new pipe joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint.Air testing[do not exceed 40 psi (2.76 bar)]the sprinkler piping prior to testing with water may be considered in areas where leakage during testing must be prevented. Refer to the Installation Standards and the Authority Having Jurisdiction. b. Remove plastic protective sprinkler caps or bulb shields AFTER the wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating ele- ments.To remove the bulb shields, simply pull the ends of the shields apart where they are snapped together.To remove caps from frame style sprinklers, turn the caps slightly and pull them off the sprinklers. SPRINKLER CAPS OR BULB SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE!Retain a protective cap or shield in the spare sprinkler cabinet. 5. For flush style sprinklers: the ceiling ring can now be installed onto the sprinkler body.Align the ceiling ring with the sprinkler ,q body and thread or push it on (depends on sprinkler model) until the outer flange touches the surface of the ceiling. Note the maximum adjustment is 1/4"(6.35 mm).DO NOT MODIFY THE UNIT. If necessary,re-cut the sprinkler drop nipple as required. 6. For concealed sprinklers:the cover assembly can now be attached. a. Remove the cover from the protective box,taking care not to damage the cover plate assembly. b. Gently place the base of the cover plate assembly over the sprinkler protruding through the opening in the ceiling. c. Push the cover plate assembly onto the sprinkler until the unfinished brass flange of the cover plate base (or the cover adapter, if used)touches the surface of the ceiling. d.Refer to the applicable technical data sheet to determin the maximum adjustment available for concealed sprinklers.DO NOT MODIFY THE UNIT. If necessary, re-cut the sprinkler drop nipple. NOTE: If it is necessary to remove the entire sprinkler unit,the system must be taken out of service.See section 6.INSPECTIONS, TESTS AND MAINTENANCE and follow all warnings and instructions. 5. OPERATION Refer to the appropriate sprinkler technical data page(s).During fire conditions,the operating element fuses or shatters(depending on the type of sprinkler), releasing the pip cap and sealing assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector,forming a uniform spray pattern to extinguish or control the fire. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Viking sprinklers are toy be installed in accordance with the latest edition of Viking technical data, the appro- priate standards !of NFPA, FM .Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certaini types of sprinklers may be limited due to occupancy and hazard.Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 4 of 4 SPRINKLER GENERAL CARE, NIK r INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. NOTICE: The owner is responsible for having the fire-protection system and devices inspected, tested, and maintained in proper operating condition in accordance with this guide,and applicable NFPA standards. In addition,the Authority Having Jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. A.Sprinklers must be inspected on a regular basis for corrosion,mechanical damage,obstructions,paint,etc.Frequency of inspec- tions may vary due to corrosive atmospheres,water supplies, and activity around the sprinkler unit. B. Sprinklers or cover plate assemblies that have been field painted, caulked, or mechanically damaged must be replaced im- mediately.Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced after a specified term of service. Refer to NFPA 25 and the Authority Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Never attempt to repair or reassemble a sprinkler. Sprinklers and cover assemblies that have operated cannot be reassembled or re-used, but must be replaced.When replacement is necessary, use only new sprinklers and cover assemblies with identical performance char- acteristics. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern.All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D.When replacing existing sprinklers,the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2a. For frame-style sprinklers, use the special sprinkler wrench to remove the old sprinkler by turning it counterclockwise to unthread it from the piping. 2b. For flush and concealed style sprinklers: Remove the ceiling ring or cover plate assem- bly before unthreading the sprinkler body from the piping. Ceiling rings and cover. plates can be removed ei- ther by gently unthreading them or pulling them off the sprinkler body (depends on the sprinkler model used). After the ceiling ring or cover plate assembly has been removed from the sprinkler body, place the plastic protective cap (from the spare sprinkler cabinet) over the sprinkler to be removed and then fit the sprinkler wrench over the cap. Then use the wrench to unthread the sprinkler from the piping. Exception:Domed concealed sprinklers are removed without the plastic cap. 3. Install the new sprinkler unit by following the instructions in section 4. INSTALLATION.Care must be taken to ensure that the replacement sprinkler is the proper model and style, with the correct K-Factor, temperature rating,and response character- istics.A fully stocked spare sprinkler cabinet should be provided for this purpose. For flush or concealed sprinklers:stock of spare ceiling rings or cover plates should also be available in the spare sprinkler cabinet. E. Place the system back in service and secure all valves. Check for and repair all leaks. Sprinkler systems that have been sub- jected to a fire must be returned to service as soon as possible.The entire system must be inspected for damage,and repaired or replaced as necessary.Sprinklers that have been exposed to corrosive products of combustion or high ambient temperatures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. r Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) I - Page 1 of 1 REGULATORY AND HEALTH WARNINGS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com I 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. 1r 1, I STATE OF CALIFORNIA, USA Installing or servicing;fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to,lead,nickel,butadiene,titaninum dioxide,chromium,carbon black,and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupine.com or contact Viking directly. i Form No. F 111218 18.11.15 Rev 18.1 New Bulletin New York State Fire Sprinkler Code 2016 8.15.11 Electrical Equipment 8.15.11.1 Unless the requirements of 8.15.11.2 are met,sprinkler protection shall be required in electrical equipment rooms. 8.15.11.2 Sprinklers shall not be required in electrical equipment rooms where all of the following conditions are met: (1) The room is dedicated to electrical equipment only. (2) Only dry-type electrical equipment is used. (3) Equipment is installed in a 2-hour fire-rated enclosure including protection for penetrations. (4) No combustible storage is permitted to be stored in the room. Exported by Q UpCodes https://up.codes Visser III, Fredric From: Visser III, Fredric Sent: Wednesday, March 1, 2023 8:03 AM To: 'Richard White' Subject: RE: [SPAM] - Re: 65 commerce Dr O, I have asked my boss please write a letter requesting to amend the plans,to remove the hose connections and have it signed by the RA who signed the last set of plans. Thank you, Fredric Visser From: Richard White<rwhite@millbrookfireprotection.com> Sent:Tuesday, February 28, 2023 11:01 AM To:Visser III, Fredric<fredv@southoldtownny.gov> Subject: [SPAM]- Re: 65 commerce Dr Hey Fred, Sorry I didn't get bacl to yYou�yesterday;I�was out. Yourrig t ou't the lioseualues,;tfie axeeingremoved:I] r, ,...� _ '11�IleSt1, Lust take.the o f plar`s�` -makes clangesr as_ i1F`dawirrs? - _ On Fri, Feb 3, 2023 at 8:59 AM Visser III, Fredric<fredvksoutholdtonMy.gov>wrote: Good Morning, To follow up on our conversation yesterday. I have discussed with Mike and we both agree the front of the stairs on the NE facing the road is a better location for the FDC. Due to the fact is most accessible and in plain view as you enter the property. If you could just get us a revised stamped plan showing the new location of the FDC with the distance to the fire hydrant closest.NYS FC 507.5.1.1 Thank You, Fredric Visser Fire Marshal Town of Southold,NY (631)765-1802 x5028 fredvgsoutholdtonM.gov 1 Richard White I Project Manager Mill Brook Fire Protection 112 Parkway Drive South Hauppauge, NY 11788 P: (631) 254-1315 Ext: 3 1 M: (631) 338-8984 E: Rwhitea-millbrookfireprotection.com W: www.milibrookfireprotection.com F-I Job Number:1 Report Description:level 1 dry system Z "r job "� Job Number 1 Richard White Job Nam: Phone FAX North Fork Self Storage 631-338-8984 Add—I State Ceffoate,oullloamee Number 65 Commerce Dr. Add..2 AHJ Cutchogue,NY Address 3 Job Site/BuRdIng ,�01e—#r Dereafty Are;of Applicatt n 0.15 gpM/ft2 1500 ft"(Actual 1948 ft") Mod Demanding Sprinkle,Data Hose K-Factor 14.82 at 7.000 00 Coverage Per sprinkler Number Of SpH,kl,m Calculated �;ft 2 18 0 sy...P.,..Demand sydarrF Daoradod 30.037 269.25 Total Demand Pressure Result 269.25 @ 30.037 +17,42(36.3%) ft O1_n%Cir Node Name Flow ) Hose Flow(-qpm) Static(ps!) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(apm) 1 water Supply 1040.00 48.000 38.000 FEB 15 2024 ECE WE D Rc F E B 1 5 2024 0 Oel 4 'Town uY.), "Suo""n" NEW 40 0 Stdtjo Pressure 48,000 45 40 1040.00.@,38.000 35 9.254b'30:037 EU 20 Stern demand curve 15 10.111 5TF7 --------- °&V%00,810; 1000• '1200 .1'400 1,6001800 2000' Water flowgpm Q M.E.P.CAD,Inc. AutoSPRINK 2022 v1 7.1.21.0 12/2212023 12:20:52PM Page 1 J Report Description:leveli 1'dry system Job Number Designer 1 Richard Mite Job Name State Ceffiftall-lUeenw,Number North Fork Self Storage Address I AHJ 65 Commerce Dr. Address 2 Job Site/Building Cutchogue,NY Addrini Drawing No.e pet.as built 65 COMMERCE DR.TIED IN.-ORDI-INS 7-77 Most Demanding SprIgIder Data Owupney »Job Suffix 5.6 K-Factor 14.82 at 7.000 Ordinary Group I How Allowance At Source Density Area of Appilicatlon 0.00 0.15 gpm/ft2 1500 ft'(Actual 1948 ft) Additional He.Supplies Number Of Sprinki..Calculated Number Of Nax.C.luuted Coverage Per Sprinkler Node Flowl 18 0 1 94 ft" Aus,Pk R,mIa:Pressure For Remote Area(e)Adjacent To Most Remote Area Total How Streams 0.00 System Flow Demand Total wale,R,,"Ild(Including Hose AJbwanm) 269.25 269.25 Maximum Pressure Unwlimxw In Loops, 0.000 Maximum Velocity Above Ground 10.35 between nodes 136 and 67 Maximum Velocity Under Ground 6.06 between nodes 1 and 136 Volume capi-Ity,ofWat Pipes Volume rapacity of Dry Pipe. 1013.21 gal 347.72 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (p i) (psi) (l; (psi) (gprn) (psi) (psi) I Water Supply 48.000 38.000 1040.00 47.17E 269.25 30.037 17.142 01 Contractor Number Contact Name Contact Title Name of Conbador. Phone Extension Acldfreas I FAX Addro.2 E-mall Address 3 Web-Sde @ M.E.P.CAD,Inc. MAutoSPRINK2022vl7.1.21.0 12/22/2023 12:20:53PM Page 2 Job Number:1 ";r�,y'" ®R01�� a Report Descri tion:level 1 dry system Water Supply at Node 1 50 Static Pressure 48.000 45 40 1040.00 @ 38.000 35 30 69.25 30.037 25 o_ 20 S,Ystem demand curve' 15 10 5 0 �00 400 600 sOb 1000 1200. 1400. 1600 1800 2000 Water flow,gpm Hydraulic Gm ph Water Supply at Node 1 stauc:Pressure 48.000 Residual:Praswre 38.000 @ 1040.00 Meltable Pressure at System Demand 47.179 @ 269.25 Rewiredweaememsp oemend 30.037 @ 269.25 Raweedvrec.ureet"y Demand(IrcWrg w..-a—sts—) 30.037 @ 269.25 A[j,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:54PM Page 3 4}4 ' . t •. :"" - €" Job Number 1 Report Description:level 1 dry system Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) Sprinkler 1203 14.99 14.12 5.6 7.162 Sprinkler 1204 14.88 14.12 5.6 7.060 Sprinkler 1205 14.83 14.12 5.6 7.013 c:� Sprinkler 1206 14.82 14.12 5.6 7.000 Sprinkler 1207 14.82 14.12 5.6 7.000 Sprinkler 1208 14.83 14.12 5.6 7.014 Sprinkler 1209 14.88 14.12 5.6 7.064 Sprinkler 1210 14.99 14.12 5.6 7.170 Sprinkler 1211 15.18 14.12 5.6 7.349 Sprinkler 1232 15.08 14.12 5.6 7.249 Sprinkler 1233 14.97 14.12 5.6 7.146 Sprinkler 1234 14.92 14.12 5.6 7.098 Sprinkler 1235 14.91 14.12 5.6 7.085 Sprinkler 1236 14.91 14.12 5.6 7.085 Sprinkler 1237 14.92 14.12 5.6 7.100 Sprinkler 1238 14.97 14.12 5.6 7.150 Sprinkler 1239 15.09 14.12 5.6 7.257 c:> Most Demanding Sprinkler Data II �,©M.E.P.CAD,Inc. EAutoSPRINK 2022 07.1.21.0 12/22/2023 12:20:55PM Page 4 • � - •. Job Number.1 Report Descri tion:level 1 dry system Node Elevation Foot Fittings Pressure(psi) Discha e m 1 4-0 S 30.037 269.25 1203 9'-8 S r-7.162 7.162 14.99 1204 9'-8 S r-7.060 7.060 14.88 1205 9'-8 S r-7.013 7.013 14.83 1206 9'-8 S r-7.000 7.000 14.82 1207 9'-8 S r-7.000 7.000 14.82 1208 9'-8 S r-7.014 7.014 14.83 1209 9'-8 S r-7.064 7.064 14.88 1210 9'-8 S r-7.170 7.170 14.99 1211 9'-8 S r-7.349 7.349 15.18 1232 9'-8 S r-7.249 7.249 15.08 1233 9'-8 S r-7.146 7.146 14.97 1234 9'-8 S r-7.098 7.098 14.92 1235 9'-8 S r-7.085 7.085 14.91 1236 9'-8 S r-7.085 7.085 14.91 1237 9'-8 S r-7.100 7.100 14.92 1238 9'-8 S r-7.150 7.150 14.97 1239 9'-8 S r-7.257 7.257 15.09 1240 9'-8 S r-7.438 7.438 15.27 67 9'-31% T 14'-41/z 17.965 136 3'-0 T 14'-41/z 25.908 650 9'-9% PO 3'-6% 8.049 651 9'-91/z PO 3'-6% 7.942 652 9'-91/4 PO 3'-6% 7.896 653 9'-91% PO 3'-6-/4 7.889 654 9'-9 PO 3'-63/4 7.896 655 9'-B% PO 3'-63/a 7.920 656 9'-81/: PO 3'-63/4 7.983 657 9'-81% PO 3'-6% 8.109 658 9'-81/4 PO 3'-6-/4 8.318 ©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:56PM Page 5 �t `�'.�` •p` Job Number' Iltt�� I Report Description:level 1 dry system Pipe Type Diameter Flow Velocity HWC Friction Loss �LEq engthPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings .Length Summary Upstream Total Length '4111�•••••Route l••••• BL 1.0490 14.82 5.50 100 0.104671 V-4 Pf 0.931 1206 9'-8 14.82 5.6 7.000 Sprinkler, T-6% Pe -0.042 653 9'-9'% 7.889 pO(T-63K) 8'-10% Pv CM 3.2600 0.88 0.03 100 0.000002 10'-0 Pf 0.000 653 9'-9% 7.889 Pe 0.007 654 9'-9 7.896 10'-0 Pv CM 3.2600 30.60 1.18 100 0.001601 10'-0 Pf 0.016 654 9'-9 14.82+14.91 7.896 Flow(q)from Route 2 and 8 Pe 0.007 655 9'-8% 7.920 10'-0 Pv CM 3.2600 60.35 2.32 100 0.005624 10'-0 Pf 0.056 655 9'-8% 14.83+14.92 7.920 Flow(q)from Route 4 and 10 Pe 0.007 656 9'-8Y2 7.983 10'-0 Pv CM 3.2600 90.21 3.47 100 0.011830 10'-0 Pf 0.118 656 9'-8% 14.88+14.97 7.983 Flow(q)from Route 6 and 12 Pe 0.007 657 9'-8'/ 8.109 10'-0 Pv CM 3.2600 120.29 4.62 100 0.020146 10'-0 Pf 0.201 657 9'-8% 14.99+15.09 8.109 Flow(q)from Route 14 and 16 Pe 0.007 658 9'-8'% 8.318 10'-0 Pv CM 3.2600 150.74 5.79 100 0.030585 275'-1 Pf 9.468 658 9'-8% 15.18+15.27 8.318 Flow(q)from Route 17 and 18 34'-6 Pe 0.178 67 9'-3% 17.965 3E(6'-8'/2),T(14'-4'/2) 309'-7 Pv CM 3.2600 269.25 10.35 100 0.089446 V-11% Pf 5.226 67 9'-3'/. 118.51 17.965 Flow(q)from Route 3 49'-5Y2 Pe 2.717 136 T-0 25.908 2E(6'-8Y2),DPV(12'-1),BV(9'-7), 58'-5'%Pv T(14'-4%) CM 4.2600 269.25 6.06 120 0.017347 23'-6% Pf 1.094 136 V-0 25.908 39'-6 Pe 3.035 1 4-0 30.037 3E(13'-2),BFP,S 63'-0% Pv 0.00 Hose Allowance At Source 1 269.25 GO•••••Route 2••••• BL 1.0490 14.82 5.50 100 0.104671 5'-4 Pf 0.931 1207 9'-8 14.82 5.6 7.000 Sprinkler, 3'-6% Pe -0.035 654 9'-9 7.896 pO(3'-6-/.) 8'-10% Pv 01' .....Route 3••••• BL 1.0490 14.83 5.51 100 0.104847 5'-4 Pf 0.933 1205 9'-8 14.83 5.6 7.013 Sprinkler, 3'-6% Pe -0.050 652 9'-9% 7.896 pO(3'_6%) 8'-10% Pv CM 3.2600 58.60 2.25 100 0.005325 10'-0 Pf 0.053 652 9'-9% 28.85+14.92 7.896 Flow(q)from Route 7 and 9 Pe -0.007 651 9'-9Y2 7.942 10'-0 Pv CM 3.2600 88.45 3.40 100 0.011406 10'-0 Pf 0.114 651 9'-9% 14.88+14.97 7.942 Flow(q)from Route 5 and 11 Pe -0.007 650 9'-9% 8.049 10'-0 Pv CM 3.2600 118.51 4.56 100 0.019598 399'-11Y2 Pf 9.679 650 9'-9% 14.99+15.08 8.049 Flow(q)from Route 13 and 15 93'-11 Pe 0.237 67 9'-3'% 17.965 14E(6'-8%) 493'-10% Pv 4i•••••Route 4••••• BL 1.0490 14.83 5.51 100 0.104869 5'-4 Pf 0.933 1208 9'-8 14.83 5.6 7.014 Sprinkler, 3'-6% Pe -0.028 655 9'-8% 7.920 PO(3.63�) 8'-10% Pv 66.....Route 5••••• BL 1.0490 14.88 5.52 100 0.105502 6-4 Pf 0.939 1204 9'-8 14.88 5.6 7.060 Sprinkler, 3'-6% Pe -0.057 651 9'-9'/2 7.942 PO(3'-6%) 8'-10%Pv +t0•••••Route 6••••• BL 1.0490 14.88 5.53 100 0.105561 6-4 Pf 0.939 1209 9'-8 14.88 5.6 7.064 Sprinkler, 3'6'/< Pe -0.020 656 9'-8Y2 7.983 pO(3_g3/a) 8'-16% Pv 44ir•••••Route 7••••• BL 1.0490 14.91 5.53 100 0.105847 4'-5Y. Pf 0.846 1235 9'-8 14.91 5.6 7.085 Sprinkler, T-6% Pe -0.042 653 9'-9'% 7.889 pO(3'_ea/) 8'-0 Pv CM 3.2600 28.85 1.11 100 0.001435 10'-0 Pf 0.014 653 9'-9% 0.88 7.889 Flow(q)from Route 1 Pe -0.007 652 9'-9% 7.896 10'-0 Pv �,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:57PM Page 6 Job N mber.1 ydral�c�natysis .,; ' Report Description:level 1 dry system Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 40•••••Route 8••••• BL 1.0490 14.91 5.53 100 0.105848 4'-5% Pf 0.846 1236 9'-8 14.91 5.6 7.085 Sprinkler, 3'-6% Pe -0.035 654 9'-9 7.896 PO(3'-6%) 8'-0 Pv 40.....Route 9••••• BL 1.0490 14.92 5.54 100 0.106025 4'-5'/, Pf 0.848 1234 9'-8 14.92 5.6 7.098 Sprinkler, 3'-6'/, Pe -0.050 652 9'-9'/, 7.896 PO(3'-6-/,) 8'-0 Pv err•••••Route 10••••• BL 1.0490 14.92 5.54 100 0.106047 4'-5% Pf 0.848 1237 9'-8 14.92 5.6 7.100 Sprinkler, 3'-6% Pe -0.028 655 9'-8% 7.920 PO(3'-6%) 8'-0 Pv 40.....Route 11••••• BL 1.0490 14.97 5.56 100 0.106687 4-51/, Pf 0.853 1233 9'-8 14.97 5.6 7.146 Sprinkler, •3'-6% Pe -0.057 651 V-91/2 7.942 PO(3'-6%) 8'-0 Pv iWP.....Route 12••••• BL 1.0490 14.97 5.56 100 0.106747 4-51/, Pf o.853 1238 9'-8 14.97 5.6 7.150 Sprinkler, 3'-6% Pe -0.020 656 9'-81/2 7.983 PO(3'-6%) 8'-0 Pv ,40•••••Route 13••••• BL 1.0490 14.99 5.56 100 0.106905 V-4 Pf 0.951 1203 9'-8 14.99 5.6 7.162 Sprinkler, 3'-6% Pe -0.064 650 9'-9% 8.049 PO(3'_6%) 8'-10% Pv Go•••••Route 14••••• BL 1.0490 14.99 5.57 100 0.107017 5'-4 Pf 0.952 1210 9'-8 14.99 5.6 7.170 Sprinkler, 3'-6% Pe -0.013 657 9'-8% 8.109 pO(g_g3/,) 8'-10% Pv 60•••••Route 15••••• BL 1.0490 15.08 5.60 100 0.108104 4-51/, Pf 0.865 1232 9'-8 15.08 5.6 7.249 Sprinkler, 3'-6% Pe -0.064 650 9'-9% 8.049 PO(3'-6%) 8'-0 Pv A•••••Route 16••••• BL 1.0490 15.09 5.60 100 0.108218 4'-5% Pf 0.865 1239 9'-8 15.09 5.6 7.257 Sprinkler, 3'-6% Pe -0.013 657 9'-81% 8.109 PO(3'_6%) 8'-0 Pv 40.....Route 17••••• BL 1.0490 15.18 5.64 100 0.109492 6-4 Pf 0.974 1211 9'-8 15.18 5.6 7.349 Sprinkler, 3'-6% Pe -0.006 658 9'-81/, 8.318 PO(3'-6%) 8'-10% Pv "4a.....Route 18••••• BL 1.0490 15.27 5.67 100 0.110719 4'-51/, Pf 0.885 1240 9'-8 15.27 5.6 7.438 Sprinkler, 3'-6% Pe -0.006 658 9'-81% 8.318 PO(3'-6%) 8'-0 Pv Egiste jr° � ��gtrtsove r�!n ;c�ztVal , Actual Inside Diameter 4.87 Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter =Factor ying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. JjAutoSPRINK 2022 07.1.21.0 12/22/2023 12:20:57PM Page 7 Jo .Numb�1.1'11- Report Description:level I b dry system Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Elevation Discharge K-Factor Pt Pin Fittings Eq.Length Summary Upstream Total Length K'VUAON AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' B C D D D 0 Y FM L M A N R B C D D D Feed r r Dynamic 0 n a :55 n i p a d Drain Branch m h Main M Arm-Over L Main in in Line FR Feed Riser Length Foot cpIg Coupling cel MS Miscellaneous ellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve S S Swi Nip Pt Total pressure at a point in a pipe N Swi.ng ipple] DPV Dry Pipe Valve SP Sprig Pin Normal pressure at a point in a pipe E 90*Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45*Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11 Y4 Elbow points Ee2 22'/2*Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fIg Flange FN Floating Node fr FireLock(TM)Tee 9 Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle Pi Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WrIF Wrsbo WMV Water Meter Valve Z Cap M.E.P.CAD,Inc. IMAutoSPRINK 2022 v17.1.21.0 12/2212023 12:20:57PM Page 8 ^^ a :; . Job Number.I Report Description:Ordinary Group I *;4'746" Job Number De�lfrw, 1 Peter Guido Job Name: Phone North Fork Self Storage 631 6097486 Ad--1 Met,C,rUffasban/Lioense Number 65 Commerce Dr. Addmss2 AHJ1 Cutchogue,NY Address 3 Job Ske/BuIlding IL SV Oerndy And..[Applloalhm 0.15gpM/ft2 1500ft2(Actual 1789ft2) Most Demanding Sprinkler Dole How Streams 5.6 K-Factor 18.00 at 10.332 0.00 Coverage Per Sprinkler Number Of SprmIdens Calmlated N,mbor Of Works Uoa- 120ft2 8 0 G,ahmIPre—n,Oam.nd SW..Fb Dnmend 36.791 362.24 Total Demand Prowers Rewift 362.24 @ 36.791 +9.788(21.0%) to—WOR-I ', 2!�T INA- 15W VMW'"1Y1---P9,0;*p Node Name Flow ) Hose Flow(cipm) Static(ps!) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) I Water Supply 1040.00 48.000 38.000 FEB, -Q AFR?C C It i:kE W D EC E � V E F E6 1 5 2024 00 OF Tow,11 50 Stab Prsulre;48.01JO 45 ;3,6�,24 qkr.t)("9 40- 35 62.24 @ 36;7911 1040.0. 38.000 30D CL ' I I 25 Si stem demand curve LMdI 0 M- 0- UEM to 42 20 15 10 5 4'450 600 760 .90a ,050., 1200 1350 115011 Water flow,9PM M.E.P.CAD AutoSPRI N K 2023 V1 8.1.33.0 2/14/2024 5:01:57PM Page 1 Job Number.1E.20MI&M.04 M, 1 Report Description:Ordinary Group I Job Nnmber Designer 1 Richard White Job Name State Cerfificadxmllcenw Number North Fork Self Storage Add..1 AHJ 65 Commerce Dr. Adidas.2 Job Sit,/Building Cutchogue,NY Addrem 3 Drawing Name Fla pate as built 65 COMMERCE DR2-2-2024.cad '0 Vol 77"T-77 7777'.,I #g MOM Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 18.00 at 10.332 Ordinary Group I How Allows—Al Source Density Area of Awflca on 0.00 0.15gpM/ft2 1500ft2(Actual 1789ft2) Additional How Supphes Number Of Spdrki..Calculated Number Of Nozzles Calculated Coverage Per Sprnlwr Node Flow ) 18 0 120ft2 utoftakftmb�P—or-;-;For Remote Area(a)Adjacent TO Most Remote Area Right:37.452 Total How Streams 0.00 System Flow Demand Total Water Required(including HowAlowance) 362.24 362.244 Maximum Pressure Uni In Loops 0.000 Maximum Velocity Above Ground 13.54 between nodes 1162 and 1761 Maximum Velocity,Under Ground 8.15 between nodes 1 and 176 Volume capacity of Mt pip.. VbI—.capacity.f Dry Pipes 1013.78gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)--- I Water Supply 48.000 38,000 1040.00 46.579 362.24 36.791 9.,88 W, ConVaclor Number Contatl Name Contact Title Name of Co ct- Phone Extension Address I FAX Ad&em2 E-mail Addle.3 KEbSae M.E.P.CAD MAutoSPRINK 2023 v18.1.33.0 2/14/2024 5:01:58PM Page 2 Job Number:1 Report Description:Ordinary GroupI Water Supply at Node 1 50 Static Pressure.48.000 362.24 46.579 45 40 1040.00 930.090 362.24 @ 36.791 35 30 $ stem demand curve 2S 20 15 10 5 0 %0 no 450 600 750 900 1050. 1200 1350 1500 Water flow,gpm Hyd—lic G.ph Water Supply at Node 1 Static:Pressure 48.000 Residual:Pressure Available Flux TD PSI: 38.000 @ 1040.00 1813.42 Available Pressure at System Demand 46.579 @ 362.24 Rewued R—st Spies Demand 36.791 @ 362.24 Reauwd Beware N Sy—Demand Omludig How Nbwarce et Sevice) 36.791 @ 362.24 y ©M.E.P.CAD AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:01:59PM Page 3 . .. t ; «`. Job N mb@r.1 s Report Description:Ordinary Group I Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) Sprinkler 1573 19.12 18.00 5.6 11.663 Sprinkler 1574 19.11 18.00 5.6 11.645 c> Sprinkler 1575 18.00 18.00 5.6 10.332 Sprinkler 1576 18.02 18.00 5.6 10.356 Sprinkler 1632 20.03 18.00 5.6 12.796 Sprinkler 1633 20.02 18.00 5.6 12.778 Sprinkler 1634 18.82 18.00 5.6 11.293 Sprinkler 1635 18.84 18.00 5.6 11.320 Sprinkler 1666 19.13 18.00 5.6 11.666 Sprinkler 1667 19.15 18.00 5.6 11.693 Sprinkler 1699 21.08 18.00 5.6 14.165 Sprinkler 1700 21.06 18.00 5.6 14.147 Sprinkler 1701 20.08 18.00 5.6 12.855 Sprinkler 1702 20.10 18.00 5.6 12.887 Sprinkler 1758 22.65 18.00 5.6 16.355 Sprinkler 1759 22.63 18.00 5.6 16.336 Sprinkler 1760 22.18 18.00 5.6 15.691 Sprinkler 1761 22.21 18.00 5.6 15.734 Most Demanding Sprinkler Data t ©M.E.P.CAD AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:OOPM Page 4 a e 11 1 si" Job Number:1 Report Descri tion:Ordinary GroupI Node Elevation Foot Fittings Pressure(psi) Discha e m 1 4-0 S 36.791 362.24 1573 27'-10 S r-11.663 11.663 19.12 1574 27'-10 S r-11.645 11.645 19.11 1575 27'-10 S r-10.332 10.332 18.00 1576 27'-10 S r-10.356 10.356 18.02 1632 24'-11 S r-12.796 12.796 20.03 1633 24'-11 S r-12.778 12.778 20.02 1634 24'-11 S r-11.293 11.293 18.82 1635 24'-11 S r-11.320 11.320 18.84 1666 24'-0% S r-11.666 11.666 19.13 1667 24'-0% S r-11.693 11.693 19.15 1699 22'-0'% S r-14.165 14.165 21.08 1700 22'-0% S f-14.147 14.147 21.06 1701 22'-0% S r-12.855 12.855 20.08 1702 22'-0'% S r-12.887 12.887 20.10 1758 19'-1% S r-16.355 16.355 22.65 1759 19'-1'/4 S r-16.336 16.336 22.63 1760 19'-1'/4 S r-15.691 15.691 22.18 1761 19'-1'/a S r-15.734 15.734 22.21 127 18'-6 T 20'-2 21.900 148 18'-6 PO 6'-0 20.087 150 18'-6 PO 6'-0 20.169 152 18'-6 PO 6'-0 20.257 154 18'-6 PO 6'-0 20.352 176 9'-8 T 26'-4 26.973 310 18'-6 PO 6'-0 19.100 312 18'-6 PO 6'-0 19.078 314 18'-6 PO 6'-0 19.075 316 18'-6 PO 6'-0 19.080 318 18'-6 PO 6'-0 19.114 320 18'-6 PO 6'-0 19.158 322 18'-6 PO 6'-0 19.209 324 18'-6 PO 6'-0 19.268 326 18'-6 PO 6'-0 19.334 328 18'-6 PO 6'-0 19.405 330 18'-6 PO 6'-0 19.481 332 18'-6 PO 6'-0 19.560 334 18'-6 PO 6'-0 19.641 336 18'-6 PO 6'-0 19.720 536 18'-6 T 20'-2 19.576 827 26'-0'% 10.915 828 26'-0% 10.941 931 23'-6'h 11.953 932 23'-6'/: 11.982 1156 18'-6 PO 6'-0 18.403 1158 18'-6 PO 6'-0 18.381 1160 18'-6 PO 6'-0 18.383 1162 18'-6 PO 6'-0 18.440 1164 18'-6 PO 6'-0 18.621 1166 18'-6 PO 6'-0 18.785 1168 18'-6 PO 6'-0 18,935 1170 18'-6 PO 6'-0 19.072 1172 18'-6 PO 6'-0 19.201 1174 18'-6 PO 6'-0 19.322 1176 18'-6 PO 6'-0 19.437 1178 18'-6 PO 6'-0 19.548 1180 18'-6 PO 6'-0 19.658 1182 18'-6 PO 6'-0 19.770 1184 18'-6 PO 6'-0 19.886 1186 18'-6 PO 6'-0 19.994 1188 18'-6 PO 6'-0 20.095 ( ,©M.E.P.CAD AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:01 PM Page 5 Job Number.1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length .....•Route I..... BL 1.3800 35.30 7.57 120 0.097900 41'-0'/. Pf 4.702 1575 27'-10 17.30 5.6 10.332 Sprinkler„Flow(q)from Route 3 7'-0 Pe 4.041 314 18'-6 19.075 Ee2(1'-0),PO(6'-0) 48'-0'% Pv CM 3.2600 14.98 0.58 120 0.000305 10'-0 Pf 0.003 314 18'-6 19.075 Pe 312 18'-6 19.078 10'-0 Pv CM 3.2600 44.57 1.71 120 0.002291 10'-0 Pf 0.023 312 18'-6 29.58 19.078 Flow(q)from Route 7 Pe 310 18'-6 19.100 10'-0 Pv CM 3.2600 74.17 2.85 120 0.005878 51'-3% Pf 0.475 310 18'-6 29.61 19.100 Flow(q)from Route 8 29'-63/ Pe 536 181-6 19.576 E(9'-5),T(20'-2) 80'-10'/z Pv FM 4.2600 170.35 3.83 120 0.007438 360'-83/. Pf 3.564 536 18'-6 96.18 19.576 Flow(q)from Route 10 118'-6 Pe 3.833 176 9'-8 26.973 7E(13'-2),T(26'-4) 479'-2% Pv CM 4.2600 362.24 8.15 120 0.030031 37'-5% Pf 3.893 176 9'-8 191.89 26.973 Flow(q)from Route 2 92'-2 Pe 5.925 1 4-0 36.791 5E(13'-2),f(-0.000),T(26'-4), 129'-73% Pv BFP,S 0.00 Hose Allowance At Source 1 362.24 !I&•••••Route 2••••• BL 1.3800 35.22 7.56 120 0.097508 41'-0'/. Pf 4.683 1576 27'-10 17.20 5.6 10.356 Sprinkler„Flow(q)from Route 5 7'-0 Pe 4.041 316 18'-6 19.080 Ee2(1'-0),PO(6'-0) 48'-0'% Pv CM 3.2600 55.54 2.13 120 0.003441 10'-0 Pf 0.034 316 18'-6 20.31 19.080 Flow(q)from Route 28 Pe 318 18'-6 19.114 10'-0 Pv CM 3.2600 62.81 2.41 120 0.004321 1U-0 Pf 0.043 318 18'-6 7.27 19.114 Flow(q)from Route 4 Pe 320 181-6 19.158 10'-0 Pv CM 3.2600 69.06 2.65 120 0.005150 10'-0 Pf 0.051 320 18'-6 6.25 19.158 Flow(q)from Route 14 Pe 322 18'-6 19.209 10'-0 Pv CM 3.2600 74.35 2.86 120 0.005904 10'-0 Pf 0.059 322 18'-6 5.30 19.209 Flow(q)from Route 13 Pe 324 18'-6 19.268 10'-0 Pv CM 3.2600 78.77 3.03 120 0.006569 10'-0 Pf 0.066 324 18'-6 4.41 19.268 Flow(q)from Route 24 Pe 326 18'-6 19.334 10'-0 Pv CM 3.2600 82.35 3.17 120 0.007132 10'-0 Pf 0.071 326 18'-6 3.58 19.334 Flow(q)from Route 21 Pe 328 18'-6 19.405 10'-0 Pv CM 3.2600 85.13 3.27 120 0.007584 10'-0 Pf 0.076 328 18'-6 2.78 19.405 Flow(q)from Route 22 Pe 330 181-6 19.481 10'-0 Pv CM 3.2600 87.10 3.35 120 0.007912 10'-0 Pf 0.079 330 181-6 1.97 19.481 Flow(q)from Route 18 Pe 332 18'-6 19.560 10'-0 Pv CM 3.2600 88.06 3.38 120 0.008074 10'-0 Pf 0.081 332 18'-6 0.96 19.560 Flow(q)from Route 19 Pe 334 18'-6 19.641 10'-0 Pv CM 3.2600 86.87 3.34 120 0.007874 10'-0 Pf 0.079 334 18'-6 19.641 Pe 336 18'-6 19.720 10'-0 Pv CM 3.2600 84.76 3.26 120 0.007523 30'-0 Pf 0.367 336 18'-6 19.720 18'-9% Pe -0.000 148 18'-6 20.087 2E(9'-5) 48'-93/4 Pv CM 3.2600 88.78 3.41 120 0.008197 10'-0 Pf 0.082 148 18'-6 4.02 20.087 Flow(q)from Route 31 Pe 150 18'-6 20.169 10'-0 Pv CM 3.2600 92.51 3.56 120 0.008845 10'-0 Pf 0.088 150 18'-6 3.73 20.169 Flow(q)from Route 32 Pe 152 18'-6 20.257 10'-0 Pv ©M.E.P.CAD 10 AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:02PM Page 6 i ,�Irl C�t11�tN' Job Number.1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 3.2600 96.09 3.69 120 0.009489 10'-0 Pf 0.095 152 18'-6 3.58 20.257 Flow(q)from Route 33 Pe 154 18'-6 20.352 10'-0 Pv CM 3.2600 99.68 3.83 120 0.010155 104'-0 Pf 1.547 154 18'-6 3.59 20.352 Flow(q)from Route 34 48'-41% Pe 0.000 127 18'-6 21.900 3E(9'-5),T(20'-2) 152'-4%IPv CM 4.2600 191.89 4.32 120 0.009270 41'-8 Pf 1.241 127 18'-6 92.21 21.900 Flow(q)from Route 15 92'-2 Pe 3.833 176 9'-8 26.973 3E(13'-2),2T(26'-4) 133'-10 jPv, - 6 ....•Route 3 BL 1.4420 17.30 3.40 120 0.021125 4'-8 Pf 0.099 1634 24'-11 18.82 5.6 11.293 Sprinkler Pe -0.477 827 26'-01% 10.915 4'-8 Pv BL 1.3800 17.30 3.71 120 0.026166 7'-8'% Pf 0.201 827 26-01/4 10.915 Pe -0.784 1575 27'-10 10.332 7'-81/4 Pv .•••••Route 4••••• BL 1.4420 1.52 0.30 120 0.000235 T-7% Pf 0.001 1634 24'-11 18.82 5.6 11.293 Sprinkler Pe 0.372 1666 24'-0% 11.666 T-7% Pv BL 1.4420 20.65 4.06 120 0.029308 2'-21/4 Pf 0.064 1666 24'-0% 19.13 5.6 11.666 Sprinkler Pe 0.224 931 23'-61/z 11.953 2'-21/4 Pv BL 1.3800 20.65 4.43 120 0.036303 V-61/4 Pf 0.237 931 23'-61/: 11.953 Pe 0.665 1701 22'-01/4 12.855 6'-61/4 Pv BL 1.3800 40.73 8.74 120 0.127556 12'-41/4 Pf 1.575 1701 22'-01% 20.08 5.6 12.855 Sprinkler Pe 1.261 1760 19'-11% 15.691 12'-41%Pv BL 1.3800 62.91 13.49 120 0.285138 2'-61/s Pf 2.433 1760 19'-11% 22.18 5.6 15.691 Sprinkler, 6'-0 Pe 0.259 1160 18'-6 18.383 PO(V-0) 8'-61/z Pv CM 3.2600 73.24 2.82 120 0.005743 10'-0 Pf 0.057 1160 18'-6 10.33 18.383 Flow(q)from Route 27 Pe -0.000 1162 18'-6 18.440 10'-0 Pv CM 3.2600 136.35 5.24 120 0.018130 10'-0 Pf 0.181 1162 18'-6 63.11 18.440 Flow(q)from Route 6 Pe 0.000 1164 18'-6 18.621 10'-0 Pv BL 1.3800 7.27 1.56 120 0.005266 80'-7% Pf 0.493 1164 18'-6 18.621 PO(6'-0) 13'-0 Pe -0.000 318 18'-6 19.114 Ee2(1'-0),PO(6'-0) 93'-71/4 Pv 40.....Route 6••••• BL 1.4420 17.20 3.38 120 0.020905 4'-8 Pf 0.098 1635 24'-11 18.84 5.6 11.320 Sprinkler Pe -0.477 828 26'-01% 10.941 4'-8 Pv BL 1.3800 17.20 3.69 120 0.025894 T-8% Pf 0.199 828 26'-01% 10.941 Pe -0.784 1576 2T-10 10.356 7'-81/4 Pv 4i&•••••Route 6..... BL 1.4420 1.64 0.32 120 0.000271 T-7% Pf 0.001 1635 24'-11 18.84 5.6 11.320 Sprinkler Pe 0.372 1667 24'-0'/4 11.693 T-7% Pv BL 1.4420 20.79 4.08 120 0.029684 2'-21% Pf 0.065 1667 24'-0% 19.15 5.6 11.693 Sprinkler Pe 0.224 932 23'-61% 11.982 2'-21/4 Pv BL 1.3800 20.79 4.46 120 0.036768 6'-61/4 Pf 0.240 932 23'-61/z 11.982 Pe 0.665 1702 22'-0% 12.887 6'-61/4 Pv BL 1.3800 40.89 8.77 120 0.128526 12'-41/4 Pf 1.587 1702 22'-0% 20.10 5.6 12.887 Sprinkler Pe 1.261 1761 19'-11/4 15.734 12'-41/4 Pv BL 1.3800 63.11 13.54 120 0.286798 2'-61/s Pf 2.447 1761 19'-1 Y44 22.21 5.6 15.734 Sprinkler, 6'-0 Pe 0.259 1162 18'-6 18.440 PO(6'-O) 8'-61/ Pv GIN•••••Route 7••••• BL 1.3800 29.58 6.35 120 0.070616 41'-01/4 Pf 3.391 1574 2T-10 10.47 5.6 11.645 Sprinkler„Flow(q)from Route 9 7'-0 Pe 4.041 312 18'-6 19.078 Ee2(1'-0),PO(6'-0) 48'-01/4 Pv ©M.E.P.CAD leAutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:02PM Page 7 �Iff , ue�14�eraan�. � i !1¢'• #�# '. 4 k't1=ytD:i�te� t : 'II u � .w*`5a t 4 :r �l,P a Job Numb*er:T » Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 40•••••Route 8••••• BL 1.3800 29.61 6.35 120 0.070714 41'-0'/. Pf 3.396 1573 27'-10 10.48 5.6 11.663 Sprinkler„Flow(q)from Route 7'-0 Pe 4.041 310 18'-6 19.100 11 48'-0%Pv Ee2(1'-0),PO(6'-0) ii*•••••Route 9••••• BL 1.3800 10.47 2.25 120 0.010344 12'-4'/, Pf 0.128 1633 24'-11 20.02 5.6 12.778 Sprinkler Pe -1.261 1574 27'-10 11.645 12'-4'/. Pv IW•••••Route 10••••• BL 1.3800 9.54 2.05 120 0.008708 12'41/. Pf 0.108 1633 24'-11 20.02 5.6 12.778 Sprinkler Pe 1.261 1700 22'-0'/. 14.147 12'-4'/.Pv BL 1.3800 30.61 6.57 120 0.075196 12'-4'/a Pf 0.928 1700 22'-0+% 21.06 5.6 14.147 Sprinkler Pe 1.261 1759 19'-1'/. 16.336 12'-4% Pv BL 1.3800 53.24 11.42 120 0.209405 2'-6'/2 Pf 1.787 1759 19'-1'/. 22.63 5.6 16.336 Sprinkler, 6'-0 Pe 0.259 1158 18'-6 18.381 PO(6'-0) 8'-6'/z Pv CM 3.2600 42.91 1.65 120 0.002135 10'-0 Pf 0.021 1158 18'-6 18.381 Pe 1156 18'-6 18.403 10'-0 Pv CM 3.2600 96.18 3.70 120 0.009506 93'-10'/ Pf 1.173 1156 18'-6 53.27 18.403 Flow(q)from Route 12 29'-6% Pe 536 18'-6 19.576 E(9'-5),T(20'-2) 123'-5'/. Pv ,60.....Route 11••••• BL 1.3800 10.48 2.25 120 0.010357 12'4'/. Pf 0.128 1632 24'-11 20.03 5.6 12.796 Sprinkler Pe -1.261 1573 27'-10 11.663 12'-41/. Pv �W.....Route 12••••• BL 1.3800 9.55 2.05 120 0.008719 12'-4'/. Pf 0.108 1632 24'-11 20.03 5.6 12.796 Sprinkler Pe 1.261 1699 22'-0'% 14.165 12'41%Pv BL 1.3800 30.63 6.57 120 0.075288 12'-4'/, Pf 0.930 1699 22'-0% 21.08 5.6 14.165 Sprinkler Pe 1.261 1758 19'-1'% 16.355 12'-4+/ Pv BL 1.3800 53.27 11.43 120 0.209649 2'-6'/,j Pf 1.789 1758 19'-1'/. 22.65 5.6 16.355 Sprinkler, 6'-0 1 Pe 0.259 1156 18'-6 18.403 PO(6'-0) 8'-6'/,jPv 40•••••Route 13••••• CM 3.2600 122.83 4.72 120 0.014946 10'-0 Pf 0.149 1166 18'-6 129.08 18.785 Flow(q)from Route 26 Pe 0.000 1168 18'-6 18.935 10'-0 Pv BL 1.3800 5.30 1.14 120 0.002931 80'-7'/. Pf 0.274 1168 18'-6 18.935 PO(6'-0) 13'-0 Pe -0.000 322 18'-6 19.209 Ee2(1'-0),PO(6'-0) 93'-7'/a Pv 40.....Route 14••••• BL 1.3800 6.25 1.34 120 0.003977 80'-7'/, Pf 0.372 1166 18'-6 129.08 18.785 PO(6'-0),Flow(q)from Route 26 13'-0 Pe -0.000 320 18'-6 19.158 Ee2(1'-0),PO(6'-0) 93'-7'% Pv 40..•••Route 16..... CM 3.2600 95.80 3.68 120 0.009436 10'-0 Pf 0.094 1188 181-6 99.38 20.095 Flow(q)from Route 16 Pe 1190 18'-6 20.189 10'-0 Pv CM 3.2600 92.21 3.54 120 0.008792 164'-11'/2 Pf 1.710 1190 18'-6 20.189 29'-6% Pe 0.000 127 18'-6 21.900 E(9'-5),T(20'-2) 194'-6'/.Pv 40•••••Route 16••••• CM 3.2600 103.11 3.96 120 0.010811 10'-0 Pf 0.108 1184 18'-6 107.13 19.886 Flow(q)from Route 17 Pe -0.000 1186 18'-6 19.994 10'-0 Pv CM 3.2600 99.38 3.82 120 0.010099 10'-0 Pf 0.101 1186 18'-6 19.994 Pe 1188 18'-6 20.095 10'-0 Pv 46•••••Route 17••••• CM 3.2600 105.01 4.04 120 0.011184 10-0 Pf 0.112 Pe -0.000 1180 18'-6 103.83+1.18 19.658 Flow(q)from Route 20 and 29 1182 18'-6 19.770 10'-0 Pv �ly.©M.E.P.CAD Ifi AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:02PM Page 8 , " £ {�c�UINC;►2Y $tit' Job Number:1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 3.2600 107.13 4.12 120 0.011604 10'-0 Pf 0.116 1182 18'-6 2.12 19.770 Flow(q)from Route 30 Pe 0.000 1184 18'-6 19.886 10'-0 Pv 4i*•••••Route 18••••• BL 1.3800 1.97 0.42 120' 0.000469 80'-7'% Pf 0.044 1176 18'-6 106.76 19.437 PO(6'-0),Flow(q)from Route 23 13'-0 Pe 0.000 330 18'-6 19.481 Ee2(1'-0),PO(6'-0) 93'-7'/, Pv 40.....Route 19••••• CM 3.2600 104.79 4.03 120 0.011140 101-0 Pf 0.111 1176 18'-6 106.76 19.437 Flow(q)from Route 23 Pe 1178 18'-6 19.548 10'-0 Pv BL 1.3800 0.96 0.21 120 0.000124 80'-7'/ Pf 0.012 1178 18'-6 19.548 PO(6'-0) 13'-0 Pe 0.000 332 18'-6 19.560 Ee2(1'-0),PO(6'-0) 93'-7'% Pv Go.....Route 20••••• CM 3.2600 103.83 3.99 120 0.010952 10'-0 Pf 0.110 1178 18'-6 0.96 19.548 Flow(q)from Route 19 Pe 1180 18'-6 19.658 10'-0 Pv 46•••••Route 21..... BL 1.3800 3.58 0.77 120 0.001420 80'-7% Pf 0.133 1172 18'-6 113.12 19.201 PO(6'-0),Flow(q)from Route 25 13'-0 Pe 0.000 326 18'-6 19.334 Ee2(1'-0),PO(6'-0) 93'-7'/< Pv A•••••Route 22••••• CM 3.2600 109.54 4.21 120 0.012092 10'-0 Pf 0.121 1172 18'-6 113.12 19.201 Flow(q)from Route 25 Pe 0.000 1174 181-6 19.322 10'-0 Pv BL 1.3800 2.78 0.60 120 0.000891 80'-7'% Pf 0.083 1174 181-6 19.322 PO(6'-O) 13'-0 Pe -0.000 328 18'-6 19.405 Ee2(1'-0),PO(6'-0) 93'-7'/ Pv Q1•••••Route 23••••• CM 3.2600 106.76 4.10 120 0.011530 1U-0 Pf 0.115 1174 18'-6 2.78 19.322 Flow(q)from Route 22 Pe -0.000 1176 18'-6 19.437 10'-0 Pv N•••••Route 24••••• CM 3.2600 117.53 4.52 120 0.013775 10'-0 Pf 0.138 1168 18'-6 5.30 18.935 Flow(q)from Route 13 Pe -0.000 1170 18'-6 19.072 10'-0 Pv BL 1.3800 4.41 0.95 120 0.002090 80'-7'% Pf 0.196 1170 18'-6 19.072 PO(6'-0) 13'-0 Pe 0.000 324 18'-6 19.268 Ee2(1'-0),PO(6'-0) 93'-7'/ Pv 40.....Route 26..... CM 3.2600 113.12 4.35 120 0.012833 10'-0 Pf 0.128 1170 18'-6 4.41 19.072 Flow(q)from Route 24 Pe-0 1172 18'-6 19.201 101 Pv Gb.....Route 26••••• CM 3.2600 129.08 4.96 120 0.016382 10'-0 Pf 0.164 1164 18'-6 7.27 18.621 Flow(q)from Route 4 Pe 1166 18'-6 18.785 10'-0 Pv 40.....Route 27••••• CM 3.2600 10.33 0.40 120 0.000153 1U-0 Pf 0.002 1158 18'-6 42.91 18:381 Flow(q)from Route 10 Pe 1160 18'-6 18.383 10'-0 Pv 40...••Route 28••••• CM 3.2600 20.31 0.78 120 0.000535 10'-0 Pf 0.005 314 18'-6 14.98 19.075 Flow(q)from Route 1 Pe 316 18'-6 19.080 10'-0 Pv 40.....Route 29••••• BL 1.3800 1.18 0.25 120 0.000183 80'-7'/ Pf 0.017 334 18'-6 19.641 PO(6'-0) 13'-0 Pe -0.000 1180 181-6 19.658 Ee2(1'-0),PO(6'-0) 93'-7'% Pv Ail*.••••Route 30••••• BL 1.3800 2.12 0.45 120 0.000537 80'-7'% Pf 0.050 336 18'-6 19.720 PO(6'-0) 13'-0 Pe -0.000 1182 18'-6 19.770 Ee2(1'-0),PO(6'-0) 93'-7'% Pv Qii .....Route 31••••• BL 1.3800 4.02 0.86 120 0.001760 101'-2'/. Pf 0.201 1184 18'-6 107.13 19.886 PO(6'-0),Flow(q)from Route 17 13'-0 Pe -0.000 148 18'-6 20.087 Ee2(1'-0),PO(6'-0) 114'-2'/z Pv ©M.E.P.CAD jMAutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:02PM Page 9 • #� U� ,��t$ W W Job Nuirit;er.1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevat(on Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 66°••°•Route 32••°°• BL 1.3800 3.73 0.80 120 0.001531 lot,2P 5Z 1186 18'-6 19.994 PO(6'-0) 13-0 0 150 18'-6 20.169 Ee2(1'-0),PO(6'-0) 114'-2Yz Pv 40.....Route 33°••°° BL 1.3800 3.58 0.77 120 0.001421 10l'-2% Pf 0.162 1188 18'-6 99.38 20.095 PO(6'-0),Flow(q)from Route 16 13'-0 Pe 0.000 152 18'-6 20.257 Ee2(1'-0),PO(6'-0) 114'-2'Y2 Pv ®••°°•Route 34••••. BL 1.3800 3.59 0.77 120 0.001426 101'-2'Y2 Pf 0.163 1190 18'-6 20.189 PO(6'-0) 13'-0 Pe 0.000 154 18'-6 20.352 Ee2(1'-0),PO(6'-0) 114'-21/2 Pv �q';,livdl8 a}i�i °�rfx`V �` d�if�tttitig�.�-��U3�rsTY}�%r:� .�t�ftu3`#1F'utplietr< ;, Actual Inside Diameter 4.87( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FIR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SN Swing Nipple Pt Total pressure at a point in a pipe g pp Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel l l'/°Elbow paints Ee2 22Y2 Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle 131 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD MAutoSPRINK 2023 08.1.33.0 2/14/2024 5:02:02PM Page 10 c 4 FLOW HYDRANT \ 4 / \ADi,%CENT SELF \ Q STORAGE FACILITY / O � FDC LESS ♦ P, \ ♦ / - SYA I NEAREST HYDRANT '" . ♦�2e / ♦y I / i / i I / i i / 41F PRESSURE HYDRANT / 4f NORTH VK-300 BELOW INTERMEDIATE LOCALFDCOMPATIBLE COMPLIANCE WITH 2O16 N.F.P.A 13* STAIR LANDING "x 2 M"x 2 1/2"FDC VK-178 DRY SIDEWALL OVERHANG AT EXTERIOR (NY CORP THREAD) _ For Fire Marshall i /tJ �✓ LJ t7// ENTRY 2 ak STAR#2 , - : 4 FDC CHECK VALVE / / a -- 'v' NFPA 13 2018•SECTION 8.15.3.2.1 3 ORDINARY HAZARD r If IN NON COMBUSTIBLE STAIR SHAFTS HAVING Loaev - 'T. 4 NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE FINISHES,SPRINKLERS , s ` .....-- , ; » yj; ; SHALL BE INSTALLED AT THE TOP OF THE SHAFT f/ , �.e / / j.r / /, , s-s s'•a . AND UNDER THE FIRST ACCESSIBLE LANDING J i ' m:.".'^ �� ABOVE THE BOTTOM OF THE SHAFT -771 4 tD UPRIGHT SPRINKLER / E a d V4FFIt ^ LOCATED BELOW - MAIN LANDING Al __......... ....... -.... _._........ _..__....._..._..._.._.... - { 0 S° t A Kt c, n Hydraulic Information I Dry System -_r..._.. .__. , : ------4 SPKRISERUP � L.('1 I✓LJ 1. ELEV.#2,.. 1 f '/ i SPRINKLER OCCUPANCY CLASSIFICATION Ordinary Group I , S MACH M \` RM #2 i Ma ! 67 I t 3= } DENSITY(gpm/ftz) 0.15 for 1500 ftz(Actual 1948 W) 136 136 _,--ELECTRIC ALARM BELL(WIRING BY OTHERS) APPROVED PAS WTi ED TOTAL HOSE STREAMS 0.00 ' ' / / //� ��' � "�- - � n � i , t ' rl 3 5 a / " ? ? " 3 176 0' ".! °�f - 3"VIKING VXR DRY RISER 8 CONTROL VALVE(AT T OR UNDER) NFPA 13 2016:SECTION 8.15.3.2A DRY CAPACITY 347.72 gal '° 6"' /' < " e� i. k \ ^ 4 -- ----- : t .'2"MAIN DRAIN / IN NON COMBUSTIBLE STAIR SHAFTS HAVING " a. a-z, t `" D �. �2 NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE TOTAL HEADS FLOWING 18Q�� g�k� e3 � :---4'*VIKING EASYPAC WET RISER&CONTROL VALVE Wf TEST&DRAIN OR LIMITED-COMBUSTIBLE FINISHES,SPRINKLERS / / / ...--- -- -......'-- ......1 (AT T OR UNDER) 1 SHALL BE INSTALLED AT THE TOP OF THE SHAFT K-FACTOR 5.6 - /- O INAR HAZARD � ����SPRINKLER HEAD AN UNDER THE FIRST ACCESSIBLE LANDING / ^ o sNAFr -__-- . '................ FEE 4 ' � i;. i '� AT BOTTOM OF ROVE THE BOTTOM OF THE SHAFT TOTAL WATER REQUIRED 269.25 NFPA id 2016:STANDPIPE NOT REQUIRED NOTIFI(F1'IC F.";ARSHAL/'1T 631.765-1i^� t s BACKFLOW DEVICE TOTAL PRESSURE REQUIRED 30.037 IN FULLY SPRINKLERED BUILDING WITHIN: t ,� v. I i 600 FEET OF FIRE HYDRANTS.BUILDING `.'.�' i / �' €" lid i, THe,.FO OWcNG iNSPECTIQ,,3; VK-300 BELOW INTERMEDIATE SAFETY MARGIN (psi) +17.142 36.3°/D I IS APPROXIMATELY 1S6'-0"FROM ----I DRY SYSTEM MAIN ( ) NEAREST HYDRANT. �. a'°5 --" FOR ' L ' * # p fF WET SYSTEM MAIN 1. ROUG.4 INS. ECTIO,a e c �aF 'T a 1 �' ELECTRIC f , NFPA 13 2o1S SECTION 8.15.11.2 �• ">F?LlAN;E TESTI`� STAIR LANDING yK-178 DRY SIDEWALL OVERHANG ° AT EXTERIOR I` > II RQOM SPRINKLERS SHALL NOT BE REQUIRED IN ELECTRICAL EQUIPMENT ROOMS Z. R ! i t __._... -....._...._... - - - - -- - .._._.._._._..... ..............._......_...... --- -- ------ --.... ........... _ .__.._._._... ... - - ....._ - - II.AJP J._. _ <...._ _..__.. ....._..._ ..........__.. -........ ,. __ ., ...r_. .. _.r.... .... -._ - HERE ALL OF E I_ ...._ ..._......_-. .. . -.... _... -- .r - / - r . .. THE FOLLOWING CONDITIONS ARE T• / _ �` (1}THE ROOM IS DEDICATED TO ELECTRICAL EQUIPMENT ONLY. � STAIR#1 ia,-3 5.,r . / / % #y � �-� / / (2)ONLY DRY-TYPE ELECTRICAL EQUIPMENT IS USED. I M WORK S4ALI COMPLY%ATH K ' 51411 / / / f / / / / / / / ., (3)EQUIPMENT IS INSTALLED IN A 2-HOUR FIRE-RATED ENCLOSURE ) , / / . / / / / / / , / ,. / / / / / / t. CODES AND I�I'PU .ABE.E t�.F'.1 1. / / / i' . a s e < d s € - ---'"""-- INCLUDING PROTECTION FOR PENETRATIONS. I ENTRY 1 e'-s;s ,' / F / / /- / /. { tn'-, tn'.e tvs STUN/ FIDS / - .-j/, � /// '/ _ ii � /� � � '4 y.,,. ,a'-6 t BATHROOM I. 1!i aZ li,iry ' . 3 / tt�'-6 to-E 3 / -v / , , : ,/ / r y , , _ ORDINARY HAZARD F'. 7. )< s .p F _ )`Y t t F •s - `:r a -3 k v / .}..-•--- ''€ '� ��� a / / i' �4 u� ; Loesv t .. / s / s , s / i> HARD PIPE PENDEN TS MEET * MM . !:4 "t,. , 8 - 41" s r / F 4 "-RA' RO4 - !► TH M / i 4 4 R . A C i �Y 1f tl 1 t 1`• ' UPRI HT SPRINKLER I ,x Tm vj / t / i , ( - v ' LOCATED BELOW - .v ax w w 4 l q'a t , , , , ,s = r , q 3 r i b iri5,: ELEV. - c o t :MACH. \ ELEV,#1 4"SPK RISER UP '-•c'-7 ✓RM.#1 �^ � ,- >�• 7'- I ; s' SPRINKLER HEAD e AT BOTTOM OF •� S.. €,. '6• r- 4 bo- G6" • 44` 6" 6. es. F4` 6a iii I. I 4 �k •-,\ SHAFT i ,�� &F A r� 9 .?• ,,k kk R €I' R ' r y; � ,ea 5.D it i ................_............_._..............__} - 4`-1r1 r !G- s / w ro - w - » 0 „ y d_ d K Y n j o. x -- , in•- 7a : '=r � -7=:t T-r --err,6--$---- ------ -E--i---------._._ >•t.-t t-- ....._ ~ T--a 1 -- - ----� -. _.._....T a_te Fr C 6 a-5 7-i 2'-tt T•7 27 _ e -a ORDINARY HAZARD ORDINARY HAZARD ORDINARY HAZARD g ---- 10-6 ..............._..... - - ^ -- - -- ......... _.. ............... ._.._... ....... ..._ _... - __............... - - - - - r i41 114, 4'10 5'-0 5'-a T-0 5'-0 5'-D d• 5'-a 5'-a F-a `-.-.._...- _......._.... --. .... .-......._ I, .......................... F QT u 5 / 3/ 4 AS BUILT P.G. I. r u ti 7 �' 2 1 2 c ' - 5' r : u, / 4 2/2/24 AS BUILT �. / / / 12 20 2 AS-B UILT P.G. i" ZY�INA � � 3 / 1206 / ;/ �/ , IU um /' ,206 / uoT u,o /. / / uoz / 12os u, / i % ,204 / 2 2 REVISED ,� / SED PER FM COMMENTS ; O MENTS R.W.r / li. / 2• 7 3 , ; j r i 1265 . / : ,/ , / : / / .. / is / , ' i / i •'`. ../. E 12 5 22 SUBMITTED FOR APPROVAL R.W. OR INARY HAZAR / / t " No. � DATE REVISION BY 3 3 3- 652 /,� , '656 ' 3 / i / / / 4'-6 ,3' /" i J - , • a w / o y",. I ,� /F-s' -6 /., toe u'-6 �e•.6 / ,sI' `tr`'-5 / ,s^'>a / � '._.a.... _ _ / i / / / t 5 / 4:-3'i 1'•9'n 6'.3' 2'-7', -t': 1'.T.: '�_- 3'u <•-'7 / 1 F DRAWING INDEX SH to EET'. O C t 1 -6 3'1233 I / / f / , , , - i LSPTl SP 100 0o First Floor Fire 'nkler Plan #1 INSPECTORS TEST L / � / / i /i� 1 3� �i 1'g'�+ f /i P- / S 1 1 o .00 Second Floor o oor Fire e S rinkl r e Plan/ #2 / / f / : , , Ordinary Group 1=0.15Cg(•ICI/t'for 1948tt' LOW POINT DRAIN SP-100.00 Details #3 DRY SYSTEM CAPACITY: 523.60GAL FOR TRAPPED WATER 1 OVERHANG AT EXTERIOR { i. t `i t F t 1 �A iw Ear 0 i FZR E r T E CN T f 04' N t I WE SAVE LIVES AND PROPERTY � 0W 1.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON F E B T 5 THE APPLICATION SPECIFICATION SHEET.ALL OTHER L F MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. I 2.TO THE BEST OF MY KNOWLEDGE, BELIEF AND TOWN OF BABYLON TOWN OF ISLIP PROFESSIONAL JUDGMENT,THESE PLANS AND LICENSE # 1430 LICENSE # o74 SPECIFICATIONS ARE IN COMPLIANCE WITH THE NFPA AND CITY OF LONG BEACH TOWN OF HUNTINGTON LATEST BUILDING CODE OF NEW YORK STATE. LICENSE # 8322 LICENSE # F22208i ' NASSAU COUNTY LICENSE SUFFOLK COUNTY LICENSE FIRE SPRINKLER SYMBOLS AND LEGEND FOR P.E. STAMP P/L NO : 969977427638o RP-61976 112 ParkwqvDr South-PP -. R A 0 f SYMBOL MODEL K-FACTOR TEMP. TOTAL QUANTITY ORIFICE NOTE ''r'"� � Hauppauge New York 11788 VK-300 5.6 155" 90 1/2" COMMERCIAL UPRIGHT �' j ''}ry' fry° Tel:(631) 254-1315 O VK-300 5.6 155• 153 1/2to COMMERCIAL UPRIGHT ,4 p ,f N e Project: North Fork Self Storage LLC VK-305 5.6 20c' 0 1/2" EXPOSED COMMERCIAL SIDEWALL r� - ��" „ Title: 1St. . VK-178 5.6 155• 4 1 EXPOSED DRY BARREL SIDEWALL �Y 1: "(`�O�,*� Floor Fire S rinMer Plan O DATE: 2/7/23 VK-4621 5.6 155° 2 1/2 COMMERCIAL CONCEALED PENDENT " ADDRESS: 65 Commerce Dr. Cutchogue,NY 11935 DRAWN BY: PETER GUIDO VK-305 5.6 155• F 2 1/2" EXPOSED COMMERCIAL SIDEWALL CHECKED BY: ANTHONY MATARESE Dwg No: Total No. of Sprinklers this Drawing 251 SHEET: #t OF 3 FOOT SP-100.00 PROJECT OWNER: Marc Slayton, Goodfriend Storage( 1 -526-22 2) Total No. of Sprinklers this Job 503 Richard White (631)338-8984 t RWHITE@MILLBROOKFIREPROTECTION.COM '3: r.h r 111. q, / \ FLOW HYDRANT / \ / \ 4r ADJACENT SELF "I� � STORAGE FACILITY I / I rDC \ ♦♦ / *III♦ -NEACrST HYDRANT 1 \ % ?a ♦ / I \ ♦♦ I \ ♦1 .0 ., / ♦Y I / i / i � / i l / *1i 1-1 / I "PRESSURE HYDRANT \ / I / 0 i o` J , 41 . NORTH tp` 0 ti ; COMPLIANCE WITH 2o16 N.F.P.A 13* SIDEWALL TO PROVIDE COVERAGE - ABOVE STAIRWELL CEILING . 016 /..' BLOW LEVEL 2 DEC For Fire Marshall k&z ws UPRIGHT SPRINKLERS LOCATED .!1'i11.7-.-..4�-4-k 16_IJI1I-iL 4 I iIIF::::, _, ,. ,. E - ----;'p, ,_.,?e a._. .. _ � _.. / te'3+. !.<..._ _ F._ ,.-� .. .._ y.✓.a .. _.. ,__ - - .=7-t._` .. "/._..ah '`.',�_,d'c-.fir 0' " &.t%a �f� 2'S,x S'-fin 4 2'•}i,. ,r-0'n 4 J'h!g i 6'-4`h Sy,,: 8'•}i:i> 5'alr. a'-5:5 5"-6 4`-$:. CJ I/'°9iR ft2 / G 4// f 4 a kk 44 i k4 1 a a i i{! 1 kP, w&' kgA - i ky,9 •`.-! kq�l° ke�y> S"5 g} n" to 1 n 6 1 i r I �-: w i 446 ry i a'8% 6, i 44 '4 � ':. )" I ! r, ! } I -- _ i' I NFPA 13 2016:SECTION 8.15.3.2.1 fi nt " - I M i IN NON COMBUSTIBLE STAIR SHAFTS HAVING i 6'-S'l. 4-H'/. 5,81 r o .mar,,, .,- : 1.:. : I; NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE ,ire p . W - �V - _. OR LIMITED-COMBUSTIBLE FINISHES,SPRINKLERS r a -----_-__---. :::::::::::....::_:_':::�__:.__:-:.._.:::.::- ..:.:___:___:_.:: -= ----- -" SHALL BE INSTALLED AT THE TOP OF THE SHAFT lf P $ F a I'; ND UNDER THE FIRST ACCESSIBLE LANDING :a - , " ,. a- I -1: -'.---'-- BOVE THE BOTTOM OF THE SHAFT a'-6 iji .__.._._.__... € x:-:-::::-:::::-:::..............._......------_..._, O ARY HAZARD .._._. _....._..... D I ............-........ .................................... .........................'.. R IN I:... .. .....I! i . = 1 q i-%t;t 127446 4"SPK RISER DOWN m1 q 6 • • a ' k H draulic Information / Wet System k$1, s> d Y 1t�..L7�_1...:. 7 K;W�..__L1!..._-.LL_,_,_t[ '..__.._L..:.T, .L._...:zz_...' . :._.: _. s- s` i -_ -_ -' ' ? `- "'. .- _._............ . x 1 -� .._. i 5.G OCCUPANCY CLASSIFICATION Ordina Grou I D' , "�°°�i"°:,O",w� I -tf-'�'" "� , ' i 'a a'=�;1 5'� -, ��R rY p ,5 4k r i i � . � i DEN;iITY(gpm/ftz) 0.15 for 1500ft2(Actual 1789ft2) 0� j j HI TEMP HEAP' ([ i AT TOP DF ELEV.#Z is i ': o 148 150 152 �6" I 154 'Y C- i _._. . .TOTAL HOSE STREAMS 0.00 ;� - - - I __...... r_. ..._... ......, .a r a ro k6"p - rv. _ i i is Fti DRY(CAPACITY 0.00 al k �. !! 44 SEDEWALL TO PROVIDE COVERAGE g I ABOVE STAIRWELL CEILING " v 1; TOTAL HEADS FLOWING 18 -TD-._.....___._....._................ D'-� K-FACTOR 5.6 ? ....._....._.. " ._..........._..._...._., --- _____._..................._._.............. .._ SA9 VE�1`' L - . l " ,$ . w ' ---------- : - ---- ---- ---------- 6-6' --: i SHAFT CEILING- - � a'3Y NFPA 13 2016:SECTION 8.15.3.2.1 i . et, � ' IN NON COMBUSTIBLE STAIR SHAFTS HAVING TOTA►L WATER REQUIRED 362.24 NFPA 14 2016.STANDPIPE NOT REQUIRED r kk P i y NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE IN FULLY SPRINKLERED BUILDING WITHIN "' i ?.;. ---_-___ __-- OR LIMITED-COMBUSTIBLE FINISHES,SPRINKLERS TOT�►L PRESSURE REQUIRED 36.791 600 FEET OF FIRE HYDRANTS.BUILDING I a , " .1....-...-...-...[-.=...1I.- °F UPRIGHT SPRINKLERS LOCATED SHALL BE INSTALLED AT THE TOP OF THE SHAFT IS APPROXIMATELY 196'-D"FROM `•`. <r- BELOW LEVEL 2 DECK ND UNDER THE FIRST ACCESSIBLE LANDING SAFETY MARGIN (psi) +9.788 (21.0%) NEAREST HYDRANT. v 114 ` BOVE THE BOTTOM OF THE SHAFT w _ I a: 4kG. akta 4c6` s ao 4kk .Sc O• I _ - c _ _.,_ 3. 4' ...,. ,.,._„„,..,.....r, s s............ ... .f 4< 1 1-- a• - i.. - t. ,r .._._ _„_ _,ram_.1f.......1.:..._.._.. - _ --1 - _z..._ .z-__._._.. _.� _ _. <... ,r. _,.. - <,�F - - ;;i, . , - 3-:,, '1`1s h c'-a d r d•'f' _- as..wiwua w�'�uows•meww. °iwuu'ri! ww.u® N,wuwwu�,. 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"'off,a w �•$ ',q ?'R I 6'5`l, vir ro ' Q _ i i i ,�, '" kk 1632 'I633 1634 1635 SHEER WALL SHEER WALL al �.1; sA4� °' N j+ 1 in It ;1i I I I. f'� w 2 1 2 a , ti u n _ __._ n I W 5• - 1 a',aa a'-?r d-3=: d'- / 3/ 4 AS BUILT P G O) 1666 1667 3Y. E.,?.. 4'-?:: d_?a, d'-9'!, e`_3i: d'-n?r< 4'-3"/, a a'.3'. 4'-aY. 4'-3'!. I i d'-•/ 2 2 2 3, 3r: a- AS B d: UILT P.G. I a`s --........_.. ; ---- j1� _ ly w � T T i2 20 2 , - S, / / 3 - P.G. f446 �6. 931 932 i k4%. 3 ;,:_ Ift,, t��` �,9 �") I 0/I G:'LI,.5/. 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"v s r _ _ _ v i 9 tt .. _.. .. ........... : ._..__...._............ .......-.-_...._... ..___-.._..............._........ q 4 $ ,r q 4 4 4 a q . a ........... 1. 0_,0 }c 1699 17'00 1701 1702 '` DATE REVISION BY :• F'�'. 5'�, No. _. _.._ ,171" __......:.'_/7_�=_/� \1 1:i; '-.11.:::t: - . .....T _ _... __ -- _ . � ��\1Z..-/....-...I./- _. .. _ ._..--_,,.._.. -- - 1 I I ; _ __ r � 6 i I : a. v e. , ! :a: kk . R I : n r. Y ' �. . m m ® r> m: a . I ar I rc ' m 5 '7 4 :p Sb v r D X SHE. �n br in c _=' i - :_ > :Pq q q .4 y'4 ,.!I` _T- .+5'�. ,.4: ..<4"' <.@" ..5'm <4 c k 44 i .• : w - :=r, - ate }. :4 •q q+m 0'-P!5 a P- S 1 00.0o Fir k st Fl oor Fire S ri nkler P n /' .S +I Iw P la #1 k0 4k fh G �Ii 4 () ti I F6 4 r 1 k 4. 6 fl. 6- 6r 6. 6,. 0r E. G 6. e" t 4 t 4 4 4r 6'4 k C» 44 t 4 ( ' 4 4 6. Or k k S S ,JJ fw 44 4 J 4 4 k k k zu 4 4 k (ii f o .9= 4. k tt k ( k k 5 h k k f < i,A &� a k k k u,f H 4 f S A r9 4 4 k 4 .S• 4 Y F 6 k n f I.S' k k fi k ,T \•sf k ,� 3 3 R ,0 c 5 k - $.S> Rr 4 3 r kg �h � - k SP 1 3 O .O S o econ Fl+, 3 3 �r �� d rF• 3 OO ire S rinkl r 3 e Plan z•_ v k 3 k #2 iC a'. 4, .W itl`-d a°O� 3 f.f 3 P f e' a-e H k ti-n f' 3 C 3 r� 3 fi i'- 3 a'-e 3 4 f D'-6 4 9'--f 1, 1 w , r, ce " i.' I is w r r s � I n r. I w / w r W w ea H s+ 'wwww-�w w � 'p'•F ��,ta`,6 14'-C ,C`t iC9'-F a, C'•b 4Q'-e 1 n F 5'-a h [`-K 19'-F H K `"'.� --,>„ _....., LG._..LL.__.ZZh__ � _..LT -. � ........-ZL� :.-_�.v, .-...,7 7' _ - , 3 .. m - ,-hrr...--.r> � -a„_..._ ,N ....r-:s -_ _......._. ______ _--'c?-_,..._.' .--_.-._..___ -___> �._ _ -? ', --_. -[--�- --..-_.., ti- 1f-...._ZZ_:m7Z....�" ,. ..-_.__._. -'ri- -i ti - <- -1 7T7 ,.1L....-.Z.. .r!<-L-...,,`,cv--*�_. __ ._..�' ro- �=xw� - ,h>_� K,.-ur>....�i \ " ---_ __.-.._._..._-.ram._---== -._.....-u-.r.��'...�.,._� ._.-,. -�-�..,x.�°...,_. ,'.�-. ._ � ..�.,._ .:. .._ ,__- -_9,_ .zz_:IZL_,..f.�-.z-.17..,�.7.�._,� .__-,_ _ r..1 :.:7.1 7> �'r_7,_�=-.�.._--<.......... ,,'"'r7.L.:.`�°�•.,.G"_r_:_._. . _ _ -�-,>'T,.,{ . p.; -�.I -.1'�-.:';:: I...I.....�.:�:�-�' ;I.: -�.,::-.�..I.�..........-o�o I-�'-ZI /I .,I -:::-�t!-"�'i:Ti::::- :--*.. ........ i::.:: ....... SP-1oo.0o Details #3 �,NPECTDRSTEST 1156 1758 1158 1759 1160 1760 1162 1761 1164 1166 1168 1170 1172 1174 1176 1178 118� 1182 1184 1186 1188 1190 c e M I ", _. yah..-,a, i. - `F 1 ft n I iiI = 5 f I . T /'"' WE SAVE LIVES AND PROPERTY � .e - � , 1 _. f,/ _ I 1.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON Sprinkler Legend THE APPLICATION SPECIFICATION SHEET.ALL OTHER Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE Viking VK300 Microfast 247 5.6 Upright '/s Quick Brass 155°F CONSIDERED AS EITHER BEING APPROVED OR IN - Viking VK305 Microfast 2 5.6 Horizontal Sidewall % Quick Brass 200°F ACCORDANCE WITH APPLICABLE CODES. r Viking VK305 Microfast 3 5.6 Horizontal Sidewall '/Z Quick Brass 155°F 2.TO THE BEST OF MY KNOWLEDGE, BELIEF AND TOWN OF BABYLON TOWN OF ISLIP Total =252 PROFESSIONAL JUDGMENT,THESE PLANS AND LICENSE # 1430 LICENSE # 074 SPECIFICATIONS ARE IN COMPLIANCE WITH THE NFPA AND CITY OF LONG BEACH TOWN OF HUNTINGTON LATEST BUILDING CODE OF NEW YORK STATE. LICENSE # 8322 LICENSE # F222081 i I NASSAU COUNTY LICENSE SUFFOLK COUNTY LICENS'r'' P/L NO : 969977427638o RP-61976 FIRE SPRINKLER SYMBOLS AND LEGEND FOR P.E. STAMP 112 ParkwqXDr South SYMBOL MODEL K-FACTOR TEMP. TOTAL QUANTITY ORIFICE NOTE Haupauge New York 11 8 8 .-{ aF---..; .i VK-300 5.6 155° 0 1/2° COMMERCIAL UPRIGHT ' 0VK-300 5.6 155° 247 1/2" COMMERCIAL UPRIGHT C d` C���\` Tel:(63�) 254-1315 I f; �r:D' - fi Pro ect. North Fork Self Storage LLC -305 5.6 god 2 1/2 EXPOSED COMMERCLAi,SIDEWALL !,�c.,'�"" ' e 4 ` i.'� `r • . H - ,r`, f i , Title: end. Floor Fire Sprinkler Plan VK-i78 5.6 155° 0 1 EXPOSED DRY BARREL SIDEWALL 4±}n : tv_ , ! O VK-4621 5.6 155° 0 1/211 COMMERCIAL CONCEALED PENDENT �' v< f:. %%';"p DATE: 2/7/23 "o f�� 'I- A` k p;r ADDRESS: 65 Commerce Dr. Cutchogue,NY 11935 _ -305 5.6 155° 3 1/2 EXPOSED COMMERCIAL SIDEWALL '. r t DRAWN BY: PETER GUIDO CHECKED BY: ANTHONY MATARESE Dwg No: Total No. of Sprinklers this Drawing 252 SH ET: #2'OF 3 OOT SP-101.00 PROJECT OWNER: Marc Slayton, Goodfriend Storage (91 -526-2242) Total No. of Sprinklers this Job 50 3 Richard White (631)338-8984 RWHITE@MILLBROOKFIREPROTECTION.COM .................................................................................. .................. .............. ................................................................................................. ........... > ............... .................................................................................................... ................................................. ............... .............. .................. ........ .............................................................. .......... Air Stoply --- ----------- Air Pre5gwe A7r Presrufe INDICATING-TYPE FLOOR TAMPER SWITCH ch UPRIGHT SPRINKLER sup-rvirbry CONTROL VALVE WITH and ViI INSPrCTORS TEST NOTES z Swit Hanger No. 01S CTORS TEST VALVE SHALL NI BE MORE 1) INSPE, FLOW HYDRANT Volvey 11-M SEI FEET UAXIMUM N)OII FINISH FLOOR, WATERFLOW SWITCH Top Beam C-Clarrip Optior 2) ANY SMJnS SYSTEM W"20 OR MORE ---———————— ————————— q HEADS WL BE WONITORM FOR FLOW,TAMPER, PRESSURE GAUGE WITH OUTLET ROTATION VARIES Corinpction TROUBLE 9Y AN APPMTD Dift PAM. SNUBBER VALVE T"p 0-GIl- �%DJII LINT Scl F PGRV Mc.-Ael A-1 Nut < nT FLOW SWITCH '3 %C1:JTY 4" RISER MANIFOLD 2 X2 16 6AIJUE valvo L-T7-j N' ry vaterflow M11:311M J 386 HEADS 4* TO SPRINKLER SYSTEM F r n itr Al FDC sw;tch LESS T �74 64uge ond NEAREST I 3" DRY VALVE UPRIGHT SPRINKLER Wtve FLEX DROP i, tip —ROLL UP STORA`E pfn CONTROL VALVE 89HEADS C, % At ARM TEST ODULE Ve APPRM tM WLW CONTROL VALVE ............. WIN pRaWK wull, y IF FlEvir'I TSL*PIY pee5sure CHECK VALVE S%'vel Rh GQTAr_ & Vole MAIN DRAIN U r Svprjty ..................... Wqter SvMty UPRIGHT FLEX HEAD DROP DETAIL Flow Test 9MM env OmET GWI FLCW coritrot votve COMBINED FIRE STANDPIPE I volve Mx M "MIR SPRINKLER RISER PRESSURE HYDRANT RAIN RISER BACKFILOW DEVICE ................................................................................................... ..................................................... .............................. 77== ...................... ............................ [PRY\LALVE DETAIL! FCVA DETAILI IRI ER NORTH SPRINKLER DEFUCt6k TO BE A MIN OF 18" ABOVE SECURITY MESH AU111I TY� ICAL STORAGE UNIT ECTION B N .T. S Re!Resul"of Pirc Flow lest Location:as nolcd AS below please find the rescI of firp flow te,5, TrII vRs performed durinp period ol lowwater4pimand,Such a test,usully,doP5 not W.Ipcf the fire flowvailahle mde,thp.conditions found in a We ha�w re.viewpic?thp.,past peak diamand information that is aval!ablp for this F.r.?a. Historically,the static preI;%uie In this area has bI as low as 15 FACE OF FITTING You should djust he flow test to reflect the lower static pressure poor to us:ng it lIor any clesign work, such as 5nirinkler s�vem,You may need to adjust the flow as wer, Alvray�rememlacr to acoGunt ter any I" RErURN SEND TO FACE OF CEILING thetp5t Icr3tion and your DIMENSION 1 1/4" MIN. "MPLIANCE WITH 2016 N.F."A 13_�'_ C UPRIG.5 SPKR. Any flow test,including one witn a peak demand adjustrrrmt,only tel'I the conditions at the tirre cIIT 2 1/4- HOLE DIA. the test and may not acturatc!y,cfILct what fire flow oe static pressure will be available In the future. Itcoullbe a higheroe tovier value,The fve'Tow or 6e static pressure avaIlable at any wc1fic tinic will dcpend ori systc�m demand and the,.aviabbility of water supply lrfira�t ructure, 1" BRANCH LINE CEILING TO ]"XI/2- NPT DEFLECTOR For Fire Marsball 1"DROP FEMAI REDUCER If you have onV quf5tiom,pleaw contact the undersillnedat($31)$63-0343.Ii,the closest tpsi- CROSS MAIN IRISER MANIFOLD W/ 1-xl/2- NPT Ve�y traiy youn, TESTAIMP I_N_D.ETA IL-I FEMALE REDUCER James R Wdson Distribution CnFineerir,?, RIN LEFR NOTES, VxM CROSS MAIN 0.77 UTCHOGLIE CEI 1 15/16" DI HUNG UING J CONCEALED CORPORAT E ROAD IST HYD VVI 48 1, Ti14E SPR[NKLER SYSTEM 1,6 �HYDRAUL IC:ALLY DE$16NED UNLES$ OTHERWISE NOTED.AND, $PALL GUAGE.......... SPKR. ICX:XNFFORM 70 NFFA Mr t38 12:15 PI 79=2010 COROUI?ATE ROAD 2ND HYD IN 2, TWE� 1N$TALI_4T[O1I COM&PONr=NT$, VIZINa, I-0c,-ATION, POSITION ANP TYPI5 III POAD TURN COLLAR UNTIL o OF SYTEM SHALL 0�-,FORM TO NI=P,4 13 TIGHT AGAINST SPRINKLER 4. CONCEALED SPRINKLER UPRIGHT SPRINKLER WRENCH BOSS. D I P I C, ALL rz QUIF:1MF_N'T.5H ALL BE LISTED OR PFI;ZOVED r-CqP, FIRE� P'ROTECT`10114 SERVIII JI r IKLERS ARE TO EBE P9OTEC;TE1:> AGAINST FREEZrW_z AII INJURY, TY 4. SPRIN ADJUSTME 65 COM!'I DRIVE OWNER IS TO MAINTAIN A MINIMU" OF 40" F. IN ALL ARZAS OF E FLOW SWITCH �j TEST& DRAIN INSPECTION AND 7E$T OF $PRtWLER eY$TEM 91IIII4ALL BEE CONDUCTIED A$ $PECIFIED IN SPRINKLER INSTALLATION DETAILS SIDEWALL L SCALE: NONE 13, ro, 7;-e OCCJJF `NCY OF TWE� ARrz TO 5�E FIRtNKLMFED IN ACCX)RDANCrE UJITH NFFA AND AS ON PLANS. 1, WATER SUPPLY TEST PIPES AND 6AUGES S44LL BE Ft5ZOVIIDE As SPECIFIED IN ISYSTEM CROSS S Z,. PIPING SPECIFI`CATICN5, SYSTEM TEST PIPES, PROTECTION AG,41N5T CORRO510N, DRAINAC-.E, FITTINIG.5, VALVE$, 44WC%ER6, GUAR=1 �9 ND S;j4LL EE IN ACCORDANCE WITH N7-PA IB, STO OF EXTRA SfN.:;�INKLIER HIE4D WILL 5-= FURNISH=_P AS Fr=R N'FFA 13 FOR F_4l`,-L4 TEMPERATURE RATINIS-1 BRANCH LINE PITCHED WI ROOF (TYP) KLER HEADS WILL eE IN ACCOI E 10, SPAC Wx, LOCATION AND POSITION O= SPRIN )ANC 13, - - - - - - - - - - - - - - - - - - - - - - -UPRIGHT HEAD (TYP) UPRIGHT HEAD (TYP).-.- "TINMIM CLEARANCE OF Sf=rq,-,IIJKLER Z>E==CTOR TO A,,r-,, PER PI Ia, 11, 14' TO 12 BRANCH LINE PITCHED W/ ROOF (TI SECOND FLOOR MAIN BRANCH LINE PITCHED W/ ROOF (TYP). 12. DI$TANCE OF FROM �4=47 SOURCES $HALL EZE IN ACCORDANCE WF7�4 SECOND FLOOR -OTRM TO 6ECTiON 4-(o-7.,. ........................ DFRArN43E 70 CONE, --i-------------------- ................. - - - I f - - - - - - - - - - - - - - - ---- - - -- - - - - -- - - - - - - --- - - - - - - - - - - - - - - - - - - - - IT - - - - - - - - - - - - - - 14. ALL VALAE5 5HALL 5E tPrHNTIFIEI�) .46 Rrz�QWRED 5 " NFFPA 13. 1�,. ALL vA.Lvrm C-0TNNE`cT1oN5 To WATrEIR UF.'PLI AND IN THE SUF'IFLr 'to SFRINKLMS -WET SYSTEM UPRIGHT HEAD (TYP) DRY RISER (89 HEADS) DRY SYSTEM UPRIGHT HEAD (TYP) TO FDC WET RISER .@46,HEADS). 6;4ALL AFPROvED O_,12�4Y. 0;,:;Z AF --- ---------- ............. ................... FIRST FLOOR ................... ............ ------------ .......... _BACKFLOW DEVICE 16. DRAIN VALVES AN::> TEST VALVE5 E44ALL ME APPROVEI:> TYPE AS 1==R NFrA 13- INCOMING SUPPLY 11, 144NGERS S444-LL BE OF A 7YPE Al!=PROVED POR U_10�E W171�4 TPE PIPE OR TUBE INVOLVED I L.............................................................. ........................................................................................................................................................................................................................ IN ACC.,ORVANCE WrTW NFP4 13, 151. PROVIVON6 $HOULD 5E MDE TO FLU5HINI 5Y8�TET-l' PIPIW5 Em�Y FLUSHING CONITION GONSISTINCz OF A CATP=, EZ) NlP`F:_E 4" LIONIz ON THU r=N7> OF TW ---------- -------......... -------------- -R NFFA CROSS MAIN AS FC= UILDING CROSS SECTION ly-,-Cnt *"F 0I ftefNrAe2,I 'N<Lr -AD6 SHALL I,- AN Ag��PROvrzD AS PER NFFA fS_ 11�!Il. SF=,R, ER H (7- 20� TEMPER.47URE RATIWS5 614ALL C�OMPLY W'T44 N--PA Ia. 14 :1. CLEARANCE TO BELOW SPR[N<LER DEFECIII11I 4-6 PE NFPA 13, L R ""Z PiPl�,* 1$ 70 BE W[74 E' OCK[W,.i AN=> I C�-O' c j_y I IC( IG-9 c — A$ PER NFFA '�4 1RE0U[q,-EMEN76, l -4- 25, CUIRE� F_.,aY, VALVE f$ 70 5r= PROVIDED, AS f�='_R NFP,-AA, 24. INTrEIRCONNECTION Cr- 4LARM PrEVIII TO FIR ALARM SYSTErl SHAI BEE BY 0714r=�_ f I I WITH N7-PA 2E�� ALL RE UIRED 6rGNACzE :SH4LL SE PROVIDEZ> 1!4 ALL PIPE TO BE 4S FOLLOW*- MAI5 -4 2"' L,4f;�3ER TO BE eL 4C,< STEEL SCHEDULE 1 -0, CO- by A I-of Mh 5Ram"I F-S. I 51-1ALLER To BE 5L4%1X !5TFEr=i SCHErDULF 40. 21, ALL FITTINGS TO BE 45 FOLLCUI MAINS 4( ARGTO BE GROOVED TYPP FITTING, r I 1 SMALLER TO 15FE CI THREADIHED- t 28-, "CNT ACTOR'6 MATERIAL AND TEST CERTIFICATE5 FOR ABOVE GROUND AND e H RE (MIL-3 FAfV'-1t"r H,-AA L L F MAR6HAL PRIOR A!=PLICAE�LE) UN=>EfZ GRO.NO P�P .,E $UE�MITTED TO THE RRE TO AFFRavAL OF THE IN$TALLAT[ON, PAV-2 WO Pmck 1.10, T (Alit.I rA&U--siding K CF-I Ror-UP'Stloroqn Door Trl-r It, OWNER ARCHITECT Norh Fork Self Storage, LLC bwdirchitects, inc, F P 11P 11' 2/2/24 IT R Marc SlaVton,Goodfrie 4. AS-B P.C'. nd Storage James Diankovich, RA 17 Riverside Dr, *13 800 lIII Broad St., Suite 400 AS-BUIIT P.G. r Sin! 22046 > New York Cily NY 10024 Flls Church,Virgini. Pon 2. 2/7/23 '1\1 COMMENTS REA:1SEI) PER F R.W. ........... ------ ...... ThrondFitGLUM,Throad Oil ior sprinklu Pif:,o ii�x'I excellent CONTACT. CONTACT. > I_L4 Vow;;;;,ji w 111` 0 a rdt-,0jt-Cji0q.JyV ri- hlI duty, colored cutting oil ws offoaous nel al.It*s spocial SUBMI'17ED FOR APPROVAl, R.W. -al- It 3*h PHONE: 917-526-2242 PHONE: 703-356-677111 -2 > comb-rialion or ari*i-wcir nd an*i�wpld additivm nocoszary dr�-_ �oullvdnv3n Relmw Canneci Mwrtspout to Underp-ounci Leodu pe�,C101i llriin4y and DWI imp miodeM pip- oppratiorts mcpire.This b.-IlaII ISION No. DATE REV BY ............ comb,n3lbn will help die lile anc�tiI qualriv over othe tnq disand m ChInrini-I,F.,P. Threa-154 CIII lDwsmokel bw odar STRUCTURAL ENGINEER E, M & P ENGINEER formulatioR M-1kftn it idoal for 4r-,e,in high s"_A_d!�r@ading ASC Summit rrigineers, Inc. DRAWING INDEX SHEF"T' John Levermore Kenneth Cantwell, P.E. ............ ................ FirstFloor Fii-e Spriiikler Plan 10F75 Main St., Suite 101 3307 Lee Highway S11-loo.00 #1. F irfx,VA 22003 Arl i ngton VA 2 2207 Featum. Inctaflation specificationr, Ken Cantwell CONTACT.Suresh Raral CONTACT. IFloor Fire Sprin'kleu Plan 2 Heavy Duty Culling Oi! Threzid[Fil�-Can bE,usI in Appearame: PHONE: 703-865-7122 PHONE: 701_53' _,55( 3 ePenl ToDI Life hzir�d held Chlorne Free implcato-s.Fill oil reservoir C" SP-102.00 Details 43 All tpes o'iorrom moral o-ppe� acordirp to ec0cment gL Pail Imnmvp4 Surfice Pn�h III n j IT i M_ r n,r s p(,c if c at;chn &UM CIVIL ENGINEER 4 Low odor Nlixing of Jfkrt-ni-Low Smcake of thmading oils is not Sur-vevin-and Land Planning > CAUTION:Skin contac!: ided,D)NOT A,7 R Kenneth H. Beckman, L.S. (b THE CONSISTDICY OF THIS at-��f 1814 Middle Country Road, Suite D a,I-W, IPRODJG_Use at is dilectly eyes w!"Is W"Itlerfot M lienst Ridge, NLY. 11961 fromVie coitaine-,ctiange -rd i�gif ........................................................................................................... .......................................................................................................................................................................................... .............. CONTACT- Kenneth H. Beckman oil regil,,3try for optimum AQ co,T`v�rlr'nci�Itroleum PHONE: 631-345-9427 A oil,Avoid:ireathinq mists or %ft SDS lor vapors,A-cid eye cotacl and i 'PENDENT HEADS TO BE first aid instmr-lions. prof orec or r�,rjAated tortart 1SECTION: 096 wiPi skiv.Wea-sa!ety glasses Spill!or Le BLOCK: 01 MARD PIPED ADJACENT SELF I ....................... 'LOT: 001.3 US4e good PLIII or gog,��111 an oil absorbent Compound STORAGE FACILITY.0 h ppoine.Dispose of ws-qd oil in 4F L req aticing for disposaiL accordnI:�L.svith an tocal,S1314L, -Please recvcie ffs prurl PprtPml nrri innnrwq sontil AL conlxnar. regulatiom,Consult Materia DRY SYSTEM NOTE: A Da�a S�ieels f-,r additic-ial -ALL MAINS SHALL BE PITCHED A MINIMUM OF 1/4" PER I OFT ndling intcrmalt;on, safety ant a jiticartall Wely and d. ',If FDIC 2 ALL BRANCH LINES SHALL BE PITCHED A MINIMUM OF 1/2" PER 1 OFT DO NOT MIX WITH OTHER al wymppi co-i LESS THAN 200' TO e 17 'LS OP iINGO� tNEAREST HYDRANT cT*rgiI Thw mt, 4 1 be reIrt*d 01 1 300 424-q3,%, IM111111111111111111h AVEMMM AtIMMMft 0 1 WN W911111= an m in xx wa-qw� rt U F i R E T E C TZ 0 N WE SAVE LIVES AND PROPERTY C()N7R_ACr01zS MATFRTAL AND TFSr ND LTNDER GROUND PIPE SMAIL BE, 0 F RTI F I CAT F-1 3 F R A B 0V F G RO U N D A 0 91-RNITT7ED TO THE FIRE NtAkSlIAT.PRIOR YkXjYUM DEWANCE RETFM IRNGFES TOAPPROVALOFTHE z z NOYNAL PIPE 7" 1" 1" lip 11" SIZE (im.) SrEEL PIPE EXCEPT THIS PLkN IS APPROVED ONLY FOR WORK INDICATED ON 5-0 15-0 111-0 15-0 15-0 15-0 1PRESSUR; HYDRANT 7ERMED UGHTWAU THE APPLICATION SPECIFICATION SHEET.ALL OTHER 9M, L PIPE 4(:) N/A 12-0 12-0 12-0 19- NIA N/1 N/A N/A 0' THREADED LIG MATFERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ME -0 -0 -0 12-0 12-0 12-0 15-0 15-0 15-0 15-0 15-0 ACCORDANCE WITH APPLICABLE CODES. COPPER R 6 a 104 to C.PVC 5-6 6-0 G-6 7-G 8-0 9-0 12-0 ]�/A NIA N/A IN/A z N/A N/A N�A N N/A N/A TOWN OF BABYLON TOWN OF ISLIP 2.TO THE BEST OF MY KNOWLEDGE, BELIEF AND IA, 3-9 4-7 5-0 5-11 /A PROFESSIONAL JUDGMENT,THESE PLANS AND LICENSE # o74 # 1430 _R7__N A 2-11 3-4 3-11 4-5 5-5 A '7 POL17BUTYLENE TOWN OF HUNTINGTON CITY OF LONG BEACH LICENSE # F22208i LICENSE # 8322 _91— -9 R7 A —WA—_JN_Ti 7 SPECIFICATIONS ARE IN COMPLIANCE WITH THE NFPA AND IATEST BUILDING CODE OF NEW YORK STATE. P SUFFOLK COUNTY LICENSE NASSAU COUNTY LICENSE P/LNO : 9699774276380 RP-61976 FIRE SPFJNKLER SYMBOLS AND LEGEND FOR P.E. STAMP NORTH Parkwa-T Dr South .0 t P F FP SYI\-,IBOL 1MODEL K-FLCrOR "FICITAL QUAN 7Y ORIFICE NOTE N� 11788 A �0 A V -300 5.6 155' 0 CONINIERCIAL UPRIGHT EV/p Tel:(631) 254-1315 C. c 0 1/2"VK-300 5.6 CO NI ERCTA 1,1T R I]IT 0 .1/2 ALL North Fork Self Storage LLC EXPOSED COMME11CIAL SIDEWz z VK-305 ,.6 200' 0 Title: Details 0 EPOSED D1.1,17 BARREL SIDEWALL 0 W 0 DATE: 2/7/1) C Cb .. . ........ VK-1-78 5.6 VK-4621 �6 -155" 0 1'2" O'N'IMERCIAT.CON PENDEN-T ADDRESS: 65 Commerce Dr. Cutchogue,NY 11935 DRAV%TN BY: PETER GUIDO VK-305 5.6 155" EXPOSED COMMERCIAL D BY:, ANT HONY MATARESE Dwg No: CHECKE 1/8 1 FOOT SCALE: #3 OF 3 SHEET: SP-102.00 Tetal No. of Spi rk*',Jcrs V, s Drawing 0 L PROJECT OWNER: -526-224 917 Richard VAiite .............................................................................................................................................................................................. Totnl No. of S-priLnIderis thri Job (631) 338-8984 503 RWHITE@MILLBROOKFIREPROTECTION.COM TOWN OF SOUTHOLD-FIRE MARSHAL H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Way • o�� Telephone (631) 765-1802 Fax(631) 765;9502 https://www.southoldtownny. og_v FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only PERMIT NO. �� �� Building Inspector: Applications and forms must be filled out in their entirety.Incomplete �® applications will not be accepted.WORK IS NOT TO BE STARTED prior i to the approval of plans and issuance of a permit. . AUG 2 5 2022 Has a building permit been obtained for this project? R Yes ❑No BUILDING pEpT If yes,building permit# 47632 TOWN OFSOUTHOLD Date:4/1/22 PROJECT INORMATION: Project Address:65 Commerce Drive SCTM# 1000- 096.00 01.00 001.003 City:Southold Zip:11935 CONTACT.PERSON INFORMATION: Name:John Del Guidice Mailing Address:1800 Route 34, Suite 403 1 Wall Township, NJ 07719 Phone#: IEmail:JohnD@jayeff.com Preferred contact method(select one): ❑Phone DEmail CONTRACTOR INFORMATION: Name:Diamond Security Inc. Contractor License#:12000043827 Mailing Address:16-2 Sawgrass Drive Phone#:(631) 775-7580 Email:robert@diamondsecurity2000.com .SCOPE OF WORK: Occupancy Description: ❑Assembly ❑Business CyEducation ❑Factory/industrial ❑Institutional ❑Mercantile ❑Residential R St, Description of Work: Install Complete, new, addressable fire alarm system in bldg. N New System ❑Existing System Modification Sprinkler/Standpipe/Water,Supply Fire Alarm/CO Detection Systems Other Fire Protection Systems (Check all that apply) (Check all-that apply) (Check all that apply) ❑NFPA 13,13D or 13R System ❑Manual RAutomatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises (local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: RCentral Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): ------ 1 t ❑ Check Box After Reading: I the undersigned,understand that the issuance of a permit for the g , g p type which is he-rein applied for is based on the-agreement to conform to all regulations,and requirements.I further understand that non-compliance of said requirements,by myself or any officer or employee of the firm or individual'Usted as,the applicant on this form,shall be cause for revocation of said permit.Upon revocation of said-permit the applicant or any employee of the applicant shall be prohibited to conduct such work for which this permit was issued.The reissuance of a permit shall be based upon review of the circumstances,leading to the revocation.Any false,statement(s)made herein are punishable as a Class A misdemeanor pursuant to Section'210.45 of the Penal Law Application Submitted By(print name): Robert Parente ®Authorized Agent ❑Owner Company(if applicable): Diamond Security Inc. Applicant Signature: Date: 8/18/22 FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. FOR OFFICE USE ONLY Amount Paid: aSU Check No.: /!�/,3 f 7 FM: Pe"rinit No.: J? 2 Date: �� 2, Exp. Date: 2 q7632- U.' Applicant ID No:210447-001 - - Seance,:CeriteG"No,O Expires:3'1-0EC;2027 :CE-RTIFI LATE OF C:C.M KIAN`C:E THIS IS 70 CERTIFY that the Alarm.$ermce, Co mpany-:indicated below s;neliadetl`by-Underwriters Laboratories lnc -(UL) in its p oduct::Direct6Hes'as elidible'to'use the,UL.Listing Mark:in:connect on:with Certificated:Alarm Systems: e'only.eyidence_:of;compliance ninth UL's=requirements is the,issuance.of a UL:Certificate for th"e Alarm Systerri and the Certificate is current under UL"'s Certificate'Verification seiince: '. . This Certificate does not,apply-Jr!m any way; to'the communication channel-tietween tF e.protected;property and any factlttythat monitors signals from the protected property`unlASS the,use of a UL Irsted or Classified AlariTt Transport '.Cgrnpany is_specified;orr.the Gertrficate: Listed Se'rv'ce Frgm: RON_KONKOM& NY Awffi Seance Company,(210447=00jj Service Center'.W. 0447-061) ALARM.TECH CENTRAL SERVICE INC ALARM TECH CENTRAL_SERVICE.INC 85..AIR-PA9K DR UNI'� 1, 85 AiR PpRK.'DR'-UNIT.�: RONKONKOMA .NY'I'l779-9207 RON"NKQMA, NY 11779=9207 The Alarm Service'Company is Listed in'the,followragCertificate Service Categories: 'File--Vol'--No: __ CCN Listing CaYegorX BA6.6844 CV5U S7893-7 [Burglar Alarm'Systems] Monitonn`g S#ation Residential, UUFX [Signal`and.Fiw AlaI'm Equipment,and'SeTvices] {Protective Signaling Services).Centtral.'Station AUG 2 5 2022 y11( 4-Ns-, THIS CERIOPICATE EXPIRES`ON` 3`1=D,EC-2022*** "LO.OK-'F titHF UL ALARM SYSTEM CERTIFICATE" 8 P V�632_ FII'S"LrTeALcarMS by Honeywell ES-20OX Battery Calculation Secondary Power Source Requirements Standby Device Type I Qty Current Draw Total Qty I Current Draw Total Main Circuit Board 1 1 17 0.141000 = 0.141000 1 x 0.257000 = 0.257000 IPOTS-COM Communicator 0 x 0.040000 = 0 x 0.041000 = PWRMOD24 0 x 0.007000 = 0 x 0.008000 = 4XTMF Ot x 0.005000 = 0 x 0.011000 = ECC-FFT 0 x 0.120000 = 0 x 0.230000 = CELL-MOD-FL/CELL-CAB 0 x 0.055000 = 0 1XI 0.100000 - ANN-BUS Devices ANN-80-W 1 x 0.015000 = 0.015000 1 xj 0.040000 = 0.040000 ANNA 00 0 . x 0.020000 = 0 xj 0.025000 = ANN-LED 0- x 0.028000 = 0 xj 0.068000 = ANN-RLED 0 x 0.028000 = 0 Ix 0.068000 = ANN-RLY 0 x 0.015000 = 0 0.075000 = ANN-1/0 0 x 0.035000 = 0 0.200000 = ANN-S/PG 0 x 0.045000 = 0 0.045000 1=1 Addressable Devices BEAM35 5 x 0.002 000 - BEAM355S 0 x 0.0020 00 - - SD 365C0 0 x 0.002 000 SD355 CO 0 x0.00 0300 - -CP - 355 0 - x 0.0003 00 SD - 355 0 - x 0.0003 00 SD365 8 x0.0003 00 - 0.0024 00 SD =355T 0 x 0. - 0003 00 SD365T 0x 0.0002 00 - - H355 0x 0.000 300 - - H365 6 x0.0 0020 0 - 0.001200 H355HT 0x 0.0003 00 - - H3 - 65HT 0 - x 0.0002 00 H - 350R _0 x - 0.00 0300 H355R . 0 x 00300 - -0.0 H3 - 65R 0 x - 0.00020 0 D - 350RPL 0 - x 0.00030 0 D - 355PL 8 x - 0.0003 00 0.0024 00 MMF- - 300 17. „ _ x 0.00037 5 0.006375 MMF- - - 300 10 0. x - 0.0035 00 MDF- - 300 0 x - 0.00075 0 MMF- - 301 0 x - 0.0 0035 0 M - - M F 302 0 - x 0.00027 0 MMF-302-6 0 x 0.002 - -000 B - - G 12L X 9, x _ 0.0 0037 5 0.00337 5 CMF-300 0 , x 0.000390 - , 000 -CMF-300-6 0.' x 0225 - -0.0 0 CRF- - 300 14 _ x 0.0002 55 - 0.003570 5 0 CRF- - =300 6 0 - x 0.0014 50 CDRM-3 00 0 x0.001 300 - -I300 0 x0.00 0400 - -ISO-6 0 ' x0.0 0270 0 - - B501 B H-2 0 x0.0010 00 - - B -5016HT-2 0 x 01000 -0.0 B224RB 0x 0.000 500 - - B224B -I 0 x -0.0 0045 0 Fire-Lite Alarms Pagel 8/18/2022 W-GATE 0 x 000 _0. 24 0 Maximum alarm draw for all Addressable devices > 0.400000 EOLR-1 0 jxI 0.020000 1=1 1 0 IxI 0.020000 1=1 F P Re =C S mote Sync) 0 x 0.021700 Resettable Power 4-Wire Smoke Detectors 1 0 1XI 0.00.0000 - 1=1 1 0 1XI 0.000000 1=1 Auxiliary Power CMF-300 Aux. Power 0 x 0.001700 = 0 x 0.007000 = CMF-300-6 Aux. Power 0 x 0.008000 = 0 x 0.020000 = MMF-302 Aux. Power 0 x 0.012000 = 0 x 0.090000 = MMF-302-6 Aux. Power 0 x 0.050000 = 0 x 0.270000 = B200SR Aux. Power 0, x 0.000500 = 0 x 0.035000 = B200SR-LF Aux. Power 0 x 0.001000 = 0 x 0.125000 - SWIFT Wireless W-GATE I 0 jxj 0.040000 1=1 1 0 jxj 0.040000 1=1 Miscellaneous Devices CO Detector Power 0 x 0'.020000 = 0 x 0.040000 NAPCO Radio Power 1 x 0.071000 = 0.071000 1 x 0.200000 = 0.200000 0 x 0.000000 = 0 x O:000000 = 0 x 0.000000 = 0 x '0.000000 = 0 x 0.000000 .; = 0 x 0-.000000. _ Output Circuits NAC/Out ut#1 0.000000 = 2.420000 = 2.420000 NAC/Out ut#2 0.000000 = 0.248000 = 0.248000 NAC/Out ut#3 0.000000 = 0.000000 = NAC/Out ut#4 0.000000 = 0.00 =0000 FCPS remote Sync) 0 x 0.000000 = 0 1 x 0.021700 = D = _Current raw from T63 0.000000 .0.00000 0 Total Standby Load 0.246320 Total Alarm Load 3.565000 Fire-Lite Alarms Page 2 8/18/2022 FIre UTeALWMS by Honeywell ES-20OX Battery Calculation Calculation in Total Sheet i- 24 Hours " Standby Load Current 0.24632 Am s x 24 = 5.912 AH LVIO III -. 5 Minutes Alarm Load Current(Amps) 3.56500 Amps x 0.084 - 0.299 AH Total Current Load 6.211 AH Multiply by the Derating Factor 1.2 1 I= x 1.20 Total Ampere Hours Required 7.45 AH Recommended Batteries: BAT-12120-12AH Batteries Battery Check The batteries can be charged by the ES-20OX Charger. The batteries can be housed in the ES-20OX Cabinet. Current Draw Check NAC#1 current is within the limitations of the circuit. NAC#2 current is within the limitations of the circuit. NAC#3 current is within the limitations of the circuit. NAC#4 current is within the limitations of the circuit. ES-20OX Control Panel: An Additional XRM-24B Transformer is required to meet current draw requirements. Fire-Lite Alarms Page 3 8/18/2022 DF-60957:C Es-Zoox Rr-eliTeWarms Intelligent Addressable FACP with Communicator by Honeywell Addressable Fire Alarm Control Panels General The ES-20OX is the latest intelligent addressable Fire Alarm Control Panel (FACP)from Fire-Lite Alarms and is a direct replacement for the MS-92000DLS. The ES-20OX comes with a pre-installed com- municator and supports up to 198 addressable devices (99 detec- tors and 99 modules).With an extensive list of powerful features,the ES-20OX programs just like Fire-Lite's other addressable products, yet fits into applications previously served only by conventional pan- els. The pre-installed IPOTS-COM is a dual technology (POTS and IP) communicator.The POTS transmits system status(alarms,troubles, AC loss,etc.)to a Central Station via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals over the Internet saving the monthly cost of two dedi- cated business telephone lines.Although not required, the second- ary telephone line may be retained providing backup communication over the public switched telephone line.Optional cellular reporting is available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the FS-Tools Upload/Download utility. Programming databases can be uploaded/downloaded via the panel's USB port(and USB cable) or via an ethernet connection using the IPOTS-COM communicator. The USB port also allows for the download or upload of the entire program, history file, walk-test data, current status and system volt- Alarm verification selection per detector point ages by means of a USB flash drive. • Maintenance alert warns when smoke detector dust accumula- The power supply and all electronics are contained on a circuit tion is excessive board supported on a new quick install chassis and housed in a • One-person audible or silent walk test with walk-test log and metal cabinet. Available accessories include local and remote printout upload/download software, remote annunciators,and reverse polar- . System alarm verification selection per detector point ity/city box transmitter(4XTMF). • PAS (Positive Alarm Sequence) and Pre-signal per point (NFPA Features 72 compliant) • Listed to UL Standard 864, 10th edition • Up to 16 ANN-BUS annunciators-8 per each ANN-Bus • Remote Acknowledge, Alarm Silence, Reset and Drill via • Pre-installed IPOTS-COM Ethernet IP and POTS(Plain Old Tele- addressable modules or remote annunciator phone Service)Central Station Communicator overAlarmNet . Upload/Download of program and data via USB with optional FS- • Optional CELL-MOD or CELL-CAB-FL GSM Central Station Tools Programming Utility Communicator overAlarmNet® • Automated activation of the ECC-50/100 Emergency Command SLC COMMUNICATION LOOP Center • Supports LiteSpeedTm and CLIP protocols • ECC-FFT Firefighter Telephone option • SLC operates up to 10,000 ft. (3,000 m) in LiteSpeed mode with • Compatible with SWIFT®wireless devices twisted, unshielded wire • Auto-programming (learn mode) reduces installation time. . Single addressable SLC loop which meets NFPA Class B and Reports two devices set to the same address Class A requirements • Four built-in, independently programmable Style Z (Class A) or Style Y(Class B)NAC circuits capacity 198 addressable device ca acit 99 addressable detectors and • Selectable strobe synchronization for System Sensor,Wheelock, 99 modules) and Gentex devices • Compatible with Fire-Lite's addressable devices (refer to the • Notification Appliance Circuit End of Line resistor matching SLC Wiring Manual) • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(NACS) • Two programmable relays and one fixed trouble relay • Built-in Programmer Four independently programmable output circuits.Circuits can be • Integral 80-character LCD display with backlighting configured for the following outputs: • Real-time clock/calendar with automatic daylight savings control —Style Y(Class B) • History file with 1,000 event capacity —Style Z(Class A) • Addressable sounder base compatibility • Silence Inhibit and Autosilence timer options • Multi-criteria detector (smoke, heat, CO) with programmable . Continuous, March Time, Temporal, or California code for main response circuit board NACs with two-stage capability • Control module delay timer • Automatic detector sensitivity testing(NFPA 72 compliant) Selectable strobe synchronization per NAC • Automatic device type-code verification • 2.5 A special application,250mA regulated,total power for NACs • Point trouble identification NOTE.Maximum or total 24VDC system power shared between all NAC • Waterflow selection per module point circuits and the ANN-BUS is 2.7 A DF-60957:C•7/16/2018—Page 1 of 4 J 1 PROGRAMMING AND SOFTWARE PRN Series: UL listed compatible event printer. Uses tractor-fed • Autoprogramming(learn mode)reduces installation time paper. • Custom English labels (per point) may be manually entered or OPTIONAL MODULES selected from an internal library file • Two programmable Form-C relay outputs 4XTMF Reverse Polarity Transmitter Module: Provides a super- vised output for local energy municipal box transmitter, alarm and • 99 software zones trouble. Includes a disable switch and disable trouble LED. • Continuous fire protection during online programming PWRMOD24 Power Expander Module: Optional power module. • Program Check automatically catches common errors not linked Increases alarm power output to 6 amps. to any zone or input point COMPATIBLEANNUNC/ATORS • OFFLINE PROGRAMMING: Create the entire program in your office using FS-Tools,a Windows&based software package,and ANN-80: Remote LCD annunciator mimics the information dis- upload/download system programming locally. Offline program- played on the FACP LCD display. Recommended wire type is un- ming requires an ethernet connection. FS-Tools is available on shielded. www.firelite.com. ANN-100: Remote LCD annunciator mimics the information dis- played on the FACP LCD display. Recommended wire type is un- User interface shielded. For use in FM,applications only. LED INDICATORS ANN-I/O: LED Driver Module provides connections to a user sup- plied graphic annunciator.(See DF-52430.) • Fire Alarm(red) ANN-LED:Annunciator Module provides three LEDs for each zone: • CO Alarm(red) Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • AC Power(green) 60241.) • Supervisory(yellow) ANN-RLED:Provides alarm(red)indicators for up to 30 input zones • Trouble(yellow) or addressable points. (See DF-60241.) • Ground fault(yellow) ANWRLY:Relay Module provides 10 programmable Form-C relays. Can be mounted inside the cabinet.(See DF-52431.) • Battery fault(yellow) ANNS/PG:Serial/Parallel Printer Gateway module provides a con- • Disabled(yellow) nection for a serial or parallel printer. (See DF-52429.) • Maintenance(yellow) ADDRESSABLE DEVICES • Communication(yellow) All feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector. Lite- • F1-F4 Programmable Function Keys(yellow) Speed only. KEYPAD SD365-IV: Addressable low-profile photoelectric smoke detector. • 16 key alpha-numeric pad Ivory. LiteSpeed and CLIP mode. • Acknowledge SD365T:Addressable low-profile photoelectric smoke detector with • Alarm Silence thermal sensor. LiteSpeed only. • Drill(Manual Evacuate) SD365T-IV: Addressable low-profile photoelectric smoke detector with thermal sensor. Ivory.LiteSpeed and CLIP mode. • Four(4)programmable function keys SD365R: Remote test capable addressable photoelectric smoke • Reset(lamp test) detector for use with DNR(M duct detector housing.LiteSpeed only. PRODUCT LINE INFORMATION SD365R-IV: Remote test capable addressable photoelectric smoke ES-20OX:Addressable Fire Alarm Control Panel with one SLC loop. detector for use with DNR(W) duct detector housing. Ivory. Lite- Includes main circuit board with display, pre-installed communicator, Speed and CLIP mode. chassis with transformer, backbox with door, plastic bag containing H366: Low-profile 135°F fixed thermal sensor. LiteSpeed only. screws,cables,key,etc. (For ES-200XC,refer to DF-60958.) H365-IV: Low-profile 135•F fixed thermal sensor. Ivory. LiteSpeed FS-Tools: Programming software for Windows&based PC com- and CLIP mode. puter.Available for download at www.firelite.com. H365R: Low-profile, intelligent, rate-of-rise thermal sensor. Lite- CELL-CAB-FL/CELL-MOD:Optional GSM communicators. Speed only. IPOTS-COM: Dual technology (POTS and IP) communicator. H365R-IV: Low-profile, intelligent, rate-of-rise thermal sensor. Ivory. (replacement board) LiteSpeed and CLIP mode. DP-ES-R:Optional dress panel for the ES-200X. H365HT: Low-profile intelligent 190°F/88°C fixed thermal sensor. TR-CE:Optional trim ring for semi-flush mounting. LiteSpeed only. BB-2F:Optional cabinet for one or two modules. H365HT-IV: Low-profile intelligent 190°F/88•C fixed thermal sensor. BB-6F: Optional cabinet for up to six modules mounted on CHS-6 Ivory. LiteSpeed and CLIP mode. chassis. Legacy Devices BB-26: Battery backbox, holds up to two 25 AH batteries and CHG- CP365:Addressable low-profile ionization smoke detector. 75. SD365:Addressable low-profile photoelectric smoke detector. BB-55F:Battery box, houses two 55 AH batteries SD365T:Addressable low-profile photoelectric smoke detector with CHS-6:Chassis,mounts up to six multi-modules in a BB-6F cabinet. thermal sensor. CHG-75:Battery charger for lead-acid batteries with a rating of 25 to SD355R: Remote test capable addressable photoelectric smoke 75 AH. detector for use with DNR(W)duct detector housing. CHG-120F: Remote battery charging system for lead-acid batteries SD356CO:Addressable, low-profile device that provides fire, heat, with a rating of 55 to 120 AH. Requires additional BB-55F for mount- and carbon monoxide(CO)detection. ing. BAT Series: Batteries,see data sheet DF-52397. H355: Fast-response, low-profile heat detector. Page 2 of 4—DF-60957:C•7/16/2018 H355R: Fast-response, low-profile heat detector with rate-of-rise SW/FT Wireless Devices option. W-GATE:LiteSpeed Wireless Gateway H355HT: Fast-response, low-profile heat detector that activates at W.SD355:LiteSpeed intelligent,wireless photo detector. 190°F/88°C. W-1-135511:LiteSpeed intelligent wireless rate of rise(1350)heat AD355: Low-profile, intelligent, "Adapt" multi-sensor detector detector. (6350LP base included). W-SD355T: Intelligent wireless photo/heat detector. B20OS:Programmable, addressable sounder base. W-H355: LiteSpeed intelligent wireless fixed-temperature (135°) B200SR:Addressable sounder base. heat detector. BEAM356: Intelligent beam smoke detector. W-MMF: LiteSpeed Intelligent wireless monitor module. BEAM355S: Intelligent beam smoke detector with integral sensitiv- W-CRF: LiteSpeed Intelligent wireless relay module. ity test. W-BG12LX: LiteSpeed Intelligent wireless pull station. D356PL: InnovairFlex low-flow non-relay duct-detector housing; WAV-RL,WAV-WL,WAV-CRL,WAV-CWL:LiteSpeed Intelligent AV includes SD355R. bases. DNR: InnovairFlex low-flow non-relay duct-detector housing. (Order W-USB: Wireless USB radio/antenna dongle that plugs into the SD355R/SD365R separately.) USB port of a PC running SWIFT Tools. DNRW: InnovairFlex low-flow non-relay duct-detector housing,with SWIFT Tools: Programming and diagnostic utility for the Wireless NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) Gateway and devices.Available for download from firelite.com. Addressable Modales NOTE: For more information on Compatible Addressable Devices for MMF-300: Addressable Monitor Module for one zone of normally- use with the ES-200X, see the following data sheets (document num- open dry-contact initiating devices. Mounts in standard f n (1 normally bers): SD365 Series (DF-61010), H365 Series (DF-61011), AD355 cm.) box. Includes plastic cover plate and end-of-line resistor. Mod- (DF-52386), BG-12LX(DF-52013), CMF-300-6(DF-52365), CRF-300-6 ule) b be configured for either a la le B(Class f- or Style o Class (DF-52374), CMF/CRF Series (DF-52130), CP355 (DF-52383), H355 Y 9 Y ) Y ( Series (DF-52385), 1300 (DF-52389), ISO-6 (DF-60485), MMF-300 A)IDC. Series/MDF-300 (DF-52121), MMF-300-10 (DF-52347), MMF-302-6 MDF-300: Dual Monitor Module. Same as MMF-300 except it pro- (DF-52356), SD355ISD355T (DF-52384), and SLC Wiring Manual vides two Style B(Class B)only IDCs. (51309). MMF-301: Miniature version of MMF-300. Excludes LED and Style NOTE:Legacy 300 Series detection devices such as the CP300/CP350, D option.Connects with wire pigtails. May mount in device backbox. SD300(7)ISD350(7)and older modules such as the M300, M301, M302, MMF-302:Similar to MMF-300.Addressable Monitor Module for one C304, and BG-10LX are not compatible with LiteSpeed polling. 1f the SLC contains one of these devices, polling must be set for standard zone of conventional two-wire detectors. Requires resettable 24 CLIP protocol. Please consult factory for further information on previous VDC power. Refer to the Device Compatibility Document for listed 300 Series devices. compatible devices and quantity limitation. CMF-300:Addressable Control Module for one Style Y/Z (Class B/ ADDRESSABLEDEV/CEACCESSOR/ES A) zone of supervised polarized Notification Appliances. Mounts End-of-Line Resistor Assembly (R-47K and R-3.9K): The directly to a 4.0" (10.16 cm.) electrical box. NAC option requires 47k ohm assembly supervises the MMF-300, MDF-300, MMF-301, external 24 VDC to power notification appliances. and CMF-300 module circuits. The 3.9k ohm assembly supervises CRF-300:Addressable relay module containing two isolated sets of the MMF-302 module circuit.These resistors are included with each Form-C contacts, which operate as a DPDT switch. Mounts directly module. to a 4.0"(10.16 cm.)box,surface mount using the SM13500. Power Supervision Relay: Supervises the power to 4-wire smoke BG-12LX: Addressable manual pull station with interface module detectors and notification appliances. mounted inside. Wiring Requirements 1300:This module isolates the SLC loop from short circuit conditions While shielded wire is not required, it is recommended that all SLC (required for Style 6 or 7 operation). wiring be twisted-pair to minimize the effects of electrical interfer- ISO-6: Six-fault isolator module. Mount one or two modules in a ence. Refer to the panel manual for wiring details. BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SMB500: Used to mount all modules except the MMF-301 and M301. MMF-300-10:Ten-input monitor module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. MMF-302-6: Six-zone interface module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF-300-6: Six-circuit supervised control module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CRF-300-6:Six-relay control module(Form-C relays). Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. DF-60957:C-7/16/2018—Page 3 of 4 SYSTEM SPECIFICATIONS System Capacity Temperature and Humidity Ranges • Intelligent Signaling Line Circuits................................................1 This system meets NFPA requirements for operation at 0—49•C/32 • Addressable device capacity..................................................198 —120°F and at a relative humidity 93%±2%RH(noncondensing)at • Programmable software zones.................................................99 32°C ± 2•C (90°F ± 3°F). However, the useful life of the system's standby batteries and the electronic components may be adversely • Annunciators.............................................................................16 affected by extreme temperature ranges and humidity.Therefore, it is recommended that this system and its peripherals be installed in Electrical Specifications an environment with a normal room temperature of 15—27°C/60— AC Power: Operates in either 120 or 240 VAC, 50/60 Hz, 3.25 A, 80°F. auto-sensing- no switch required. Wire size: minimum 14 AWG NFPA Standards (2.00 mm2) with 600 V insulation. Nonpower-limited, supervised. Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger The ES-20OX complies with the following NFPA 72 Fire Alarm Sys- Capacity: 7-18 AH (ES-200X cabinet holds maximum of two 18 AH tems requirements: batteries.) —LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervi- Communication Loop: Supervised and power-limited. sory). Notification Appliance Circuits: Terminal Block provides connec- —AUXILIARY (Automatic, Manual and Waterflow) (requires tions for four NACs, Style Y(Class B)or Style Z(Class A). Special 4XTMF). Application power. Power-limited, supervised circuitry. Maximum —REMOTE STATION (Automatic, Manual and Waterflow) signaling current per circuit: 2.5 amps special application, 250mA (Where a DACT is not accepted,the alarm,trouble and supervi- regulated. End-of-Line Resistor: 4.7k ohm, '/ watt (P/N 71252 UL sory relays may be connected to UL 864 listed transmitters. For listed)for Style Y(Class B)NAC;system capable of 1.9 kQ-22 kQ reverse polarity signaling of alarm and trouble, 4XTMF is ELR range. Refer to the Fire-Lite Device Compatibility Document for required.) listed compatible devices. —PROPRIETARY(Automatic, Manual and Waterflow). Two Programmable Relays and One Fixed Trouble Relay: Con- —CENTRAL STATION (Automatic, Manual and Waterflow, and tact rating: 2.0 A @ 30 VDC(resistive), 0.5 A @ 30 VAC(resistive). Sprinkler Supervised). Form-C relays,non-power-limited, non-supervised. —OT, PSDN (Other Technologies, Packet-switched Data Net- work) Cabinet Specifications —IBC 2012,IBC 2009,IBC 2006,IBC 2003,IBC 2000(Seismic). Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.72" —CBC 2007(Seismic) (1.82 cm.)deep. Backbox: 19.00"(48.26 cm.)high x 16.65"(42.29 cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring (TR-CE): 22.00" Agency Listings and Approvals (55.88 cm.)high x 19.65"(49.91 cm.)wide. The listings and approvals below apply to the basic ES-20OX control panel. In some cases, certain modules may not be listed by certain Shipping Specifications approval agencies, or listing may be in process. Consult factory for Weight:26.9 lbs. (12.20 kg.) Dimensions: 20.00" (50.80 cm.)high latest listing status. x 22.5"(57.15 cm.)wide x 8.5"(21.59 cm.)deep. • UL:S624 • FM approved • CSFM:7165-0075:500 • FDNY:COA#6261 NOTE:See DF-60958 for ULC-listed model. AlarmNet®, Fire-Lite®Alarms,SWIFT®,and System Sensor®are registered trademarks of Honeywell International Inc.Microsoft®and Windows®are registered trademarks of the Microsoft Corporation. 02018 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 1S0 9oo1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. EICIIIERINi 8 MANEEg11NNG No QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. 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't'_ r' �n Commercial Fire Alarm Cellular &/or IP COMMERCIAL FIRE CELLULAR&IP Fire Alarm Communicators comec'..DY Model Ordering & Specifications verizon,' u AT&T Unique Onboard Other Power LTE WIN Electrical Input Network Cell IP Option" LaborlCost•Saver palings Inputs Input Ratings Outputs Output Ratings Supplyt Features (option) STANDARD MODELS(ABS) r SOLE PATH Panel-PoweredTech'y.tt SLE•LTEA•FIRE AT&T Yes No Na InputVoltage/Input IN1:9-25VDC Max input Open Collector Outputs Max Current:I OV=90mA; IN1,IN2, current2mAIN2,IN3: PGM1, 3Vwhen active,Max 25V 12-25V=71 mA, IN3 9-25VDC Max input PGM2, when not active.Max current SLE•LTEV•FIRE Verizon Yes No No P 9 200mA peak during current 1.2mA PGM3 24mA@ 25V transmissions DUAL PATH TelCo jacks for EZ Panel-PoweredTech'y:tt OUT1,OUT2:Dry Contact,Form SLE-LTEAI-FIRE AT&T Yes Yes Yes FACP Connect;4 IN1:9.25VDC Max InputVoltage:l0.25VDC: C Relay,30VACIDC,500mA ProgrammableEOLR IN1,IN2, input current2mA OUT1, InputCurrent:162mA Max PGM3:Open Collector zone inputs;2 Form C IN3,IN4, IN2,IN3,IN4,IN5: OUT2, Outputs Max Relay outputs(avoids 00mApeakduinto 100mA ; INS 9.25VDC Max input PGM3 Max25Vwhenwhen.Max SLE•LTEVI•FIRE Verizon Yes Yes Yes 300mApeakduring Max 25Va@25Vax regtforsupervision smissions currentl.2mA current24mAc�25V m6d e MODELS IN METAL ENCLOSURE r SOLE PATH Panel-Powered?ech'y:tt SLE-LTEA-CFB AT&T Yes No No InputVoltage/Input IN1:9.25VDC Max input Open Collector Outputs Max Current:10V=90mA; IN1,IN2, current 2mAIN2,IN3: PGM2 3Vwhen active,Max 25V PGM3 12.25V=71 mA, IN3 9.25VDC Max input PGM ' when not active.Max current SLE-LTEV-CFB Verizon Yes No No 200mApeakduring current1.2mA 24mA@25V transmissions SLE-LTEA-CFB•PS AT&T Yes No No Direct AC-Powered:Input IN1:9-25VDC Max input Open Collector Outputs Max Transformer Voltage:120VAC nominal IN1,IN2, current 2mAIN2,IN3: PGM1, 3V when active,Max 25Vwhen (TRF12 Input Current:150mA PGM2, max;maximum charging IN3 9-25VDC Max input PG not active.Maximum current 16VAC,20VA SLE-LTEV-CFB•PS Verizon Yes No IN current: m char current 1.2mA 24mAQ 25V transformer) F mA DUAL PATH 2TelCojacksforEZ panel-PoweredTech'y:tt OUT1,OUT2:Dry Contact,Form SLE-LTEAI-CFB AT&T Yes Yes Yes FACPConnect;4 IN1:9-25VDC Max InputVoltage:l0-25VDC: C Relay,30VACIDC,500mA Programmable EOLR IN1,IN2, input current2mA OUT1, Collector InputCiirrent:162mA Max PGM3:Open nactive, zone inputs;2 Form Cto 100mA IN3,IN4, -25VD3,IN Maxinput O M3 Relay outputs(avoids 00mApeakdu in INS 9-25VDC x input PGM3 Output5Vwhenwhen.Max 300mA peak during Max 25V when active.Max SLE-LTEYI•CFB Verizon• Yes Yes Yes regtforsupervision transmissions currentl.2mA current24mA@25U module) 2 TelCo jacks for EZ OUTI,OUT2:Dry Contact,Form SLE•LTEAI•CFBPS AT&T Yes Yes Yes FACP Connect;4 Direct AC-Powered:Input IN1:9-25VDC Max UT1,O,30VAGDC,500mA ,Transformer Programmable EOLR Voltage:120VAC nominal IN1,IN2, input current2mA OUT7, Max y,30VA lDC,50lmor (nsfor zone inputs;2 Form C Input Current:200mA IN3,IN4, IN2,IN3,IN4,IN5: OUT2, OutputsMPGM3:Openenllecto 16(TRF12VA Relay outputs(avoids max;maximum charging INS 9-25VDC Max input PGM3 Outputs ax3Vwhenactivwhen active. transformer) SLE-LTEVI-CFBPS Verizon Yes Yes Yes regt for supervision current:200mA current 12mA x25Vt24mAQ25V module) ACCESSORIES: SLE-WIFI-MODULE Optionally connects supported dual path models to FireLink' Integrated Fire Alarm Control + Internet via WiFi,eliminating Ethernet cable connection.Requires 7AH batty. Panel W/StarLink Fire LTE Built In E�X ("See details W12191) cu' SLE-ANTEXT75 Optional extended range omni.antenna w/75'cable, FL-32FACP-LTEV Firewolf 8 Zone 24V Conventional premium low-loss cable&full mounting hardware&ground fault isolation Commercial Fire Alarm Control Panel with onboard mounting plate StarLink Fire®Sole Path,Verizon LTE Cellular SLE-ANTEXT50 As above,with 50'cable Alarm Communicator and integral menu-driven LCD annunciator,w/4amp,24V power supply. SLE-ANTEXT30 As above,with 30'cable Optionally expandable up to 32 points/zones via TRF12 Optional Plug in AC Transformer,16.5V/20VA(use commercial addressable,wireless or conventional T subject O to local code com liance)t t fire devices(2 onboard NACs providing up p �• to 4A notification power).Locking,metal red enclosure,(surface or flush mount')removable Free Commercial Fire LTE Tradeup Trifold _ 16"xl 7"door w/14.25"xl 6"base.Houses 16Ah Brochures/Mailers/Stuffers(A747) battery backup. StarLink Fire ° 1 333 Bayview Ave.,Amityville,NY 11701 • 1-800-645-9445 • www.napcosecurity.com Note:Always consult technical manual and/or AHJ for compliance requirements for your area/appllication.StarLink,StarLink Rre,FlreLink,SlgnalBoost,Panel-Powered Technology,Gemini&Gemini Commercial are trademarks of Napco.AT&T,Vernon,LTE,etc are trademarks of their respective companies.'StarLink offers full data coverage in US from virtually all panel brands reporting in Contact ID or 4/2.tt For Panel-Powered technology,regulated auxiliary power outputs are required on Listed FACP."Add 40mA to input current&Standby Battery requirement.tWhere permitted by AHJ;requires conduit..For full details on the StarLink tradeup incentive see online under http://vwrw.napcosecuriV.com/staOink/stadink4gupgrade/tPromo subject to change w/o prior notice.LTE lifespan claims are based on those of carriers. ©NAPCO,NAPCOSecurilyTechnologies Inc.(NASDAQ:NSSC) A734A2019.8 4 s INSTALLATION AND MAINTENANCE INSTRUCTIONS Flre•LITe ALarms N w by Honeywell SD365 and SD365-IV One FireLite Place Northford,CT 06472 Intelligent Photoelectric Smoke Sensors Phone:203.484.7161 SPECIFICATIONS Operating Voltage Range: 15 to 32 VDC Operating Current @ 24 VDC: 200 uA(one communication every 5 seconds with green LED blink on communication) Maximum Alarm Current: 2 mA @ 24 VDC(one communication every 5 seconds with red LED solid on) Maximum Current: 4.5 mA @ 24 VDC(one communication every 5 seconds with amber LED solid on) Operating Humidity Range: 10% to 93%Relative Humidity,Non-condensing Operating Temperature Range: 32°F to 122°F(0°C to 50°C) Air Velocity: 0 to 4000 ft./min. (0 to 1219.2 m/min.) Height: 2.0"(51 mm)installed in B300-6 Base Diameter: 6.2"(156 mm)installed in B300-6 Base;4.1"(104 mm)installed in B501 Base Weight: 3.4 oz. (95 g) Isolator Load Rating: 0.0063* *Please refer to your isolator base/module manual for isolator calculation instructions. UL 268 listed for Open Air Protection. WIRING GUIDE UL268A listed for Duct Applications. All wiring must be installed in compliance with the National Electrical Code, This sensor must be installed in compliance with the control panel system applicable local codes,and any special requirements of the Authority Having installation manual. The installation must meet the requirements of the Au- Jurisdiction.Proper wire gauges should be used.The installation wires should thority Having Jurisdiction(AHJ).Sensors offer maximum performance when be color-coded to limit wiring mistakes and ease system troubleshooting.Im- installed in compliance with the National Fire Protection Association(NFPA); proper connections will prevent a system from responding properly in the see NFPA 72. event of a fire. GENERAL DESCRIPTION Remove power from the communication line before installing sensors. Models SD365 and SD365-IV are plug-in type smoke sensors that combine a 1. Wire the sensor base(supplied separately)as shown in the wiring photoelectronic sensing chamber with addressable-analog communications. diagram. (See Figure 2.) The sensors transmit an analog representation of smoke density over a com- 2. Set the desired address on the sensor address switches. (See Figure 1.) munication line to a control panel.Rotary dial switches are provided for set- 3. Install the sensor into the sensor base.Push the sensor into the base while ting the sensor's address. (See Figure 1.) turning it clockwise to secure it in place. FIGURE 1.ROTARY ADDRESS SWITCHES: 4. After all sensors have been installed,apply power to the control panel and activate the communication line. 5 s 8 910 5 6 s 9 5. Test the sensor(s)as described in the TESTING section of this manual. 32�12 32� 13 ACAIJTION 1 0 1514 1 o Dust covers provide limited protection against airborne dust particles during TENS ONES C016z-0o shipping.Dust covers must be removed before the sensors can sense smoke. TWo LEDs on the sensor are controlled by the panel to indicate sensor status. Remove sensors prior to heavy remodeling or construction. An output is provided for connection to an optional remote LED annunciator (P/N RA100Z). FIGURE 2.WIRING DIAGRAM: Fire-Lite panels offer different features sets across different models. As a Remote CAUTION:Do not loop wire under result,certain features of the photoelectric sensors may be available on some Annunciator terminal 1 or 2. Break wire run to control panels,but not on others.SD365 will support only LiteSpeed®protocol supervise connections. mode.SD365-IV will support either LiteSpeed or CLIP (Classic Loop Interface Protocol) mode. The possible features available if supported by the control 2 M I j panel are: ro I I 1. The sensor's LEDs can operate in three ways—on, off,and blinking-and E they can be set to red,green,or amber.This is controlled by the panel. 0- ® 3 ® � I ® I ® o I ® 2. The remote output may be synchronized to the LED operation or con- ° ° trolled independent of the LEDs. :Do I 3. Devices are point addressable up to 159 addresses. _j H I I Please refer to the operation manual for the UL listed control panel for specific --- CLASS A OPTIONAL WIRING----�---------I operation. The photoelectric sensors require compatible addressable com- +l C0129-10 munications to function properly. Connect these sensors to listed-compatible TAMPER-RESISTANCE control panels only. Intelligent photoelectric smoke sensors include a tamper-resistant capability SPACING that prevents their removal from the base without the use of a tool. Refer to Fire-Lite recommends spacing sensors in compliance with NFPA 72.In low air the base manual for details on making use of this capability. flow applications with smooth ceilings, space sensors 30 feet apart (9.1 m). TESTING For specific information regarding sensor spacing,placement,and special ap- Before testing, notify the proper authorities that the system is undergoing plications,refer to NFPA 72 or the System Smoke Detector Application Guide, maintenance, and will temporarily be out of service. Disable the system to available from Fire-Lite. prevent unwanted alarms. Duct Applications:SD365 and SD365-IV are listed for use in ducts.See Duct All sensors must be tested after installation and periodically thereafter. Test- Smoke Detectors Applications Guide HVAG53 for details on pendant mount ap- ing methods must satisfy the Authority Having Jurisdiction (AHJ). Sensors plications.NOTE:Intelligent photoelectric smoke sensors are also listed for use inside DNR(W)duct smoke detectors. Preliminary 1 I56-6523-001 09/23/2019 r � offer maximum performance when tested and maintained in compliance with 7. Replace the cover using the LEDs to align the cover and then gently push- NFPA 72. ing it until it locks into place. The sensor can be tested in the following ways: 8. Reinstall the detector. A. Functional:Magnet Test(P/N M02-04-01 or M02-09-00) 9. Test the detector as described in TESTING. This sensor can be functionally tested with a test magnet.The test magnet 10.Reconnect disabled circuits. electronically simulates smoke in the sensing chamber,testing the sensor 11. Notify the proper authorities that the system is back on line. electronics and connections to the control panel. 1. Hold the test magnet in the magnet test area as shown in Figure 3. SPECIAL NOTE REGARDING SMOKE DETECTOR GUARDS 2. The sensor should alarm the panel. Smoke detectors are not to be used with detector guards unless the combina- Two LEDs on the sensor are controlled by the panel to indicate sensor tion has been evaluated and found suitable for that purpose. status. Coded signals,transmitted from the panel,can cause the LEDs to FIGURE 3:FEATURES OF THE PHOTO DETECTOR blink,latch on,or latch off.Refer to the control panel technical documen- tation for sensor LED status operation and expected delay to alarm. Magnet Test Base Alignment Notch B. Smoke Entry Marker Sensitivity readings are available through the FRCP.Refer to the manufac- turer's published instructions for proper use. Additionally,canned aerosol simulated smoke(canned smoke agent) Base Y g )may Alignm nt be used for smoke entry testing of the smoke detector. Tested and ap- Notch LED proved aerosol smoke products are: Magnet rest Marker LED C2021-00 Manufacturer Model HSI Fire&Safety 25S,30S(PURCHECK) FIGURE 4:CLEANING THE PHOTO DETECTOR SDi SMOKE CENTURIAN, SOLOA4, SMOKESABRE,TRUTEST Sensor Cover No Climb TESTIFIRE 2000 When used properly,the canned smoke agent will cause the smoke detec- Sensing Chamber for to go into alarm.Refer to the manufacturer's published instructions for Cover Cover and Screen proper use of the canned smoke agent. Removal Tabs In Sensing Chamber ACAUnoN Canned aerosol simulated smoke (canned smoke agent) formulas will vary by manufacturer. Misuse or overuse of these products may have long term C2022-00 adverse effects on the smoke detector.Consult the canned smoke agent manu- SPECIAL APPLICATION facturer's published instructions for any further warnings or caution statements. When configured at the fire alarm control panel,this detector is capable of op- A sensor that fails any of these tests may need to be cleaned as described erating in a special application mode such that it has a higher sensitivity than under CLEANING,and retested. is normally allowed by UL 268 for areas where early warning is important.In this mode, the detector does not comply with the Cooking Nuisance Smoke When testing is complete,restore the system to normal operation and notify Test. Detectors (Sampling ports) set to the special application mode are not the proper authorities that the system is back in operation. suitable for use in areas where cooking appliances may be used. If cooking CLEANING appliances are used within the protected space,a normal application detector Before removing the detector, notify the proper authorities that the smoke or normal application mode must be used for that area. detector system is undergoing maintenance and will be temporarily out of Special application mode is not for general use and the detector may be more service. Disable the zone or system undergoing maintenance to prevent un- prone to false alarms if used in unsuitable environments. While no list is wanted alarms, all-inclusive, some examples of unsuitable environments for special applica- 1. Remove the sensor to be cleaned from the system. tion mode are areas with airborne particulate or aerosols including sawing, 2. Remove the sensor cover by pressing firmly on each of the four removal drilling, and grinding operations, textile or agricultural processing, or areas with engines that are not vented to the outside.A complete list of aerosol and tabs that hold the cover in place. (See Figure 4.) particulate sources is available in the Annex of NFPA 72. required 3. Vacuum the screen carefully without removing it. If further cleaning is Suitable environments for special application mode could include early warn- ing for hospitals,museums, assisted living and other areas that do not have 4. Remove the chamber cover/screen assembly by pulling it straight out. airborne particulate or aerosols. 5. Use a vacuum cleaner or compressed air to remove dust and debris from Refer to the fire alarm control panel documentation for information on how to the sensing chamber. configure the detector for special application mode. 6. Reinstall the chamber cover/screen assembly by sliding the edge over the sensing chamber.Turn until it is firmly in place. Please refer to insert for the Limitations of Fire Alarm Systems FCC STATEMENT DEVICE AND SYSTEM SECURITY This device complies with part 15 of the FCC Rules.Operation is subject to the following two conditions:(1)This device may not cause harmful interference, Before installing this product ensure that the and(2)this device must accept any interference received,including interference that may cause undesired operation. tamper seal on the packaging is present and NOTE:This equipment has been tested and found to comply with the limits for a Class B digital device,pursuant to Part 15 of the FCC Rules.These limits unbroken and the product has not been tampered are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates,uses and can radiate radio with since leaving the factory.Do not install this frequency energy and,if not installed and used in accordance with the instructions,may cause harmful interference to radio communications.However,there product if there are any indications of tampering. is no guarantee that interference will not occur in a particular installation.If this equipment does cause harmful interference to radio or television reception, If there are any signs of tampering the product which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following should be returned to the point of purchase. measures: It is the responsibility of the system owner to —Reorient or relocate the receiving antenna. ensure that all system components,i.e.devices, —Increase the separation between the equipment and receiver. panels,wiring etc.,are adequately protected to —Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. avoid tampering of the system that could result —Consult the dealer or an experienced radio/TV technician for help. in information disclosure,spoofing,and integrity violation. Fire-Lfle®and LlteSpeedsare registered trademarks of Honeywell International,Inc. Preliminary 2 I56-6523-001 02019 Fire-Lite.09/23/2019 DF-61011:C H365 Series • FIM•LiTe®ALarms Addressable Heat Detectors by Honeywell DevicesAddressable The Fire-Lite® Alarms H365(A), H365R(A), and H365HT(A) addressable plug-in thermal detectors are designed for both perfor- mance and aesthetics and are a direct replacement for the H355 Series.A new modem, sleek, contemporary design and advanced thermal technologies make the H365(A)Series ideal for both system operation and building design. e_ Exclusively for use with Fire-Lite's addressable fire alarm control panels,the H365(A)Series point ID capability allows each detector's address to be set with rotary, decimal address switches, providing �a exact detector location for emergency personnel to quickly locate a �" a fire during its early stages, potentially saving precious rescue time A .. . while also reducing property damage. Two LEDs on each sensor . light to provide a local,visible sensor indication. p The H365(A) Series includes fixed temperature, rate-of-rise and + - high heat fixed temperature detectors that provide effective, intelli- gent property protection for a variety of applications. Detectors are available for both LiteSpeedTm and CLIP applications as designated. Features SLC LOOP: OPTIONS: • Two-wire SLC loop connection Remote LED output connection to optional RA10OZ remote LED • Unit uses base for wiring annunciator ADDRESSING: Installation • Addressable by device addressing H365 Series plug-in intelligent thermal detectors use a detachable • Rotary,decimal (Refer to the ad Fire-Lite panel manuals for device capacity.) base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. ARCHITECTURE: Mount detector base(all base types)on an electrical backbox which • Designed to meet UL 268 7th Edition is at least 1.5" (3.81 cm) deep. For a chart of compatible junction • Sleek, low-profile,stylish design boxes,see DF-60059. • State-of-the-art thermistor technology for fast response NOTE:Because of the inherent supervision provided by the SLC loop, • Integral communications and built-in device-type identification end-of-line resistors are not required. wring "T-taps"or branches are permitted for Style 4(Class B')wiring only. • Built-in tamper resistant feature When using relay or sounder bases, consult the 1300(A) installation • Built-in functional test switch activated by external magnet sheet 156-3626 for device limitations between isolator modules and iso- lator bases. OPERATION: • Fixed temperature model (H365(A)) factory preset to 135°F Applications (57-C) Use thermal detectors for protection of property. For further informa- • Rate-of-rise model(H365R(A)), 15°F(8.3°C)per minute tion, refer to 156-6525, Applications Manual for System Smoke • High-temperature model (H365HT(A)) factory preset to 190°F Detectors,which provides detailed information on detector spacing, (88°C) placement,zoning,wiring,and special applications. • 360°-field viewing angle of the two visual alarm indicators, LEDs blink red in Normal condition and turn on steady red in Alarm Construction • LEDs blink every time the unit is polled These detectors are constructed of fire-resistant plastic. The H365 MECHANICALS: Series plug-in intelligent thermal detectors are designed to commer- cial standards and offer an attractive appearance. • Sealed against back pressure • SEMS screws for wiring of the separate base Operation • Designed for direct-surface or electrical-box mounting Each H365 Series detector uses one of the panel's addresses(total • Plugs into separate base for ease of installation and maintenance limit is panel dependent) on the Fire•LiteJCI Signaling Line Circuit • Separate base allows interchange of photoelectric, ionization and (SLC). It responds to regular polls from the control panel and reports thermal sensors its type and the status. If it receives a test command from the panel (or a local magnet test), it stimulates its electronics and reports an OTHER SYSTEM FEATURES: alarm. It blinks its LEDs when polled and turns the LEDs on when • Remote test feature from the panel commanded by the panel.The H365 Series offers features and per- • Walk test with address display formance that represent the latest in thermal detector technology. • Low standby current DF-61011:C•11/18/2019—Page 1 of 3 Product Line Information B200SA-IV:Same as B200S-IV, ULC listing NOTE:`4V"suffix indicates CLIP and LiteSpeed device. B200SCOA-WH: White, Intelligent, programmable sounder base in NOTE:A"suffix indicates Canadian version. English/French (required in Canada for ULC applications with CO Series detector applications H365:White, low-profile intelligent 135°F fixed thermal sensor, Lite- B200SCOA-IV: Ivory Intelligent, programmable sounder base in Speed only English/French (required in Canada for ULC applications with CO H365A:Same as H365 but with ULC listing Series detector applications, ULC listing H365-IV: Ivory, low-profile intelligent 135°F fixed thermal sensor, B20OS-LF-WH: White, Low Frequency Intelligent, programmable LiteSpeed and CLIP sounder base. Produces a fundamental frequency of 520 Hz +/- H365A-IV:Same as H365-IV but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R: White, low-profile intelligent rate-of--rise thermal sensor, NFPA72 sleeping space requirement.(CSFM:7300-1653.0238) LiteSpeed only B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- H365RA:Same as H365R but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R-IV: Ivory, low-profile intelligent rate-of-rise fixed thermal sen- NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) sor, LiteSpeed and CLIP B200SR-WH:White, Intelligent sounder base capable of producing H365RA-IV:Same as H365R-IV but with ULC listing sound output with ANSI Temporal 3 or continuous tone. Intended for H365HT: White, low-profile intelligent 190°F fixed thermal sensor, retrofit applications. (CSFM: 7300-1653:0213) LiteSpeed only B200SR-IV: Ivory, Intelligent sounder base capable of producing H365HTA:Same as H365H but with ULC listing sound output with ANSI Temporal 3 or continuous tone. Intended for retrofit applications. (CSFM:7300-1653.0213) H365HT-IV: Ivory, low-profile intelligent 190°F thermal sensor, Lite- B200SRA-WH•Same as B200SR-WH with, ULC listing Speed and CLIP H365HTA-IV Same as H365H-IV but with ULC listing B200SRA-IV:Same as B200SR-IV in Ivory color, ULC listing B200SR-LF WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- NOTE:For details on intelligent bases,see DF-60059. 10% with a square wave or its equivalent; designed to meet the B300-6:White,6"base,standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM:7300-1653:0109) tions. (CSFM:7300-1653:0238) B300-6-IV: Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable base(CSFM:7300-1653:0109) sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6, ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6-IV: Ivory, 6" standard flanged low-profile mounting base, tions.(CSFM:7300-1653.0238) ULC listed MOUNTING KITS AND ACCESSORIES B300-6-BP: Bulk pack of B300-6, package contains 10 TR300:White, replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV:Ivory, replacement flange for B210LP(A)base base. UUULC listed (CSFM:7300-1653:0109) RA100Z(A): Remote LED annunciator.3-32 VDC. Mounts to a U.S. B501-BL: Black, 4" standard European flangeless mounting base. single-gang electrical box. For use with B501(A)and B300-6(A). UUULC listed (CSFM:7300-1653:0109) M02-04-00:Test magnet B501-IV: Ivory color, 4" standard European flangeless mounting base. UL/ULC listed(CSFM:7300-1653.0109) M02-09-00:Test magnet with telescoping handle B601-WHITE-BP: Bulk pack of B501-WHITE contains 10 CK300:Color Kit(includes cover and trim ring),white, 10-pack B224RB-WH:White, relay base(CSFM:7300-1653:0216) CK300-IV:Color Kit(includes cover and trim ring),ivory, 10-pack B224RB-IV: Ivory, relay base(CSFM.7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring),black, 10-pack B224RBA-WH:White, relay base, ULC listing B224RBA-IV: Ivory,relay base, ULC listing B224B1-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV: Ivory isolator detector base(CSFM:7300-1653:0216) B224BIA-WH:White, isolator detector base, ULC listing B224BIA-IV: Ivory isolator detector base, ULC listing B20OS-WH:White, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol. (CSFM:7300-1653:0213) B200SA-WH:Same as B200S-WH, ULC listing Page 2 of 3—DF-61011:C-11/18/2019 SYSTEM SPECIFICATIONS Size:2.0"(5.3 cm)high;base determines diameter —B300-6:6.1"(15.6 cm)diameter —B501:4"(10.2 cm)diameter For a complete list of detector bases see DF-60983 Shipping weight:3.4 oz. (95 g) Operating temperature range: • H365, H365R Series:—4°F to 100°F(-20°C to 38°C) • H365H Series:—4°F to 150°F(-20°C to 66°C) Detector spacing: UL approved for 50 ft. (15.24 m) center-to-cen- ter, FM approved for 25 x 25 ft.(7.62 x 7.62 m)spacing Relative humidity: 10%—93%non-condensing Thermal ratings:fixed-temperature set point 1350F(57°C), rate-of- rise detection 15°F(8.3°C)per minute, high temperature heat 190°F (88°C) Mounting: B300-6(A)flanged base,included See"Product Line Information: Intelligent Bases," if using a dif- ferent base. ELECTRICAL SPECIFICATIONS Voltage range: 15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(one communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") Listings and Approvals Listings and approvals below apply to the H365 Series detectors. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest list- ing status. • UUULC Listing:S2517 • FM Approved • CSFM:7272-0075:0501 LiteSpeedTm is a trademark and Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. • All specifications are subject to change without notice. BICIMBINC 8 MENFAMME QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)6994105. Country of Origin:Mexico www.firelite.com Page 3 of 3—DF-61011:C•11/18/2019 � � or-52004,w "F-050 / ���� � m� Series ����� m �� ����U�0es Manual Fire Alarm Pull Stations ������p����8� ��������� ����'`� �.�n ��,: Conventional Initiating Devices : General The Fire-Lite BG'12 Series iaa000t-oMemiwo. feature-packed uorioo of non-coded manual fire alarm pull stations. It was designed to monu multiple applications with the installer and end-user in mind.The BG'1u Series features o variety of mod- els inn|udingoinQ|o'unddua|'amionvnmiono. The BG'12 Gorinu provides Fire-Lite A|unn Control Puno!o (GACPo), mo well oo other manufacturers'controls, with oman' ua| alarm initiating input signal. Its innovative design, durable PULL DCWN't ounutrumion, and multiple mounting options make the 8G-12 Series simple m install,maintain,and operate. Features � ~ Aesthetically pleasing,highly visible design and color. ° Attractive contoured shape and light textured finish. / ° Meets AOA5 lb.maximum puU4o:m. ^ Meets VLo8.Standard for Manually Actuated Signaling Boxes. ` ~ Easily operated(sing le-ordua|'action>. yet designed»u pre- vent ty|oee|ormowhnnbumpnd.uhahan.nr]anod. ^ PUSH IN/PULL DOWN handle latches in the down position m clearly indicate the station has been operated. Construction ^ The wmni "ACTIVATED" appears on top of the handle in ~ Cover, bookplate and operation handle are all molded of bright yellow,further indicating operation of the station. durable polycuMbonat*material. " Operation handle features white arrows showing basic opera- ° Cover features white lettering and trim. Uun direction for non'Eng|ioh'upoukingpersons. ° Rod color matches System Genoo/u popu|or8pnm:A|nmm ° Braille text included un finger-hold area of operation handle Advance horn/strobe series. and across top ofhandle. ° Multiple hex-and key-lock models available. Operation ° U.G. patented hex-lock needs only a quarter-turn to lock/ unlock. The 88'12 manual pull stations provide a textured finger-hold ~ Station can bn opened for inspection and maintenance with- area that includes Braille text. |n addition m PUSH |N and PULL out initiating onalarm. DOWN text,there are arrows indicating how moperate the om' " Product|D label viewable by simply opening the cover; label Uon.provided for non'Eng|ioh~opoohingpeople. io made ofa durable long-life material. Pushing in andth ||i down on the handle ummote the ° The words^NORMAL'ond"ACT|vArED^are molded into the nvnnuo alarm switch.Once latched m the down position, plastic adjacent m the alarm switch(located inaido). the word"ACT|VyTsCr appears au the top in bright yellow,with a ~ Four-position terminal strip molded into baokp|am. portion u[the handle protruding at the bottom ooa visible flag. Resetting the station is simple:insert the key,twist one quarter - screws 7�rmina| �ripino|udaa PhiU�000mbinoUon'houdm�hvo03u turn, then open the at�ion� hnnt «ovn: "uxing the spring- loaded onmwu�ro�@onnnomionoo|niUmingD��ooQmui�<0[V' o operation handle »» n�urnm its original position. The ~ Terminal screws backed-out at factory and shipped ready»o alarm switch can then bo reset oo its normal(n"n'a|arm)position accept field wiring(up»o1u/WG/3.1 mmq. manually(by hand)orby closing the station's front cover,which ~ Terminal numbers are molded into the umvxp|mm. eliminating automatically resets the switch. the need for labels. ^ Switch contacts are normally open. " Can be surface-mounted (with SB'10 or SBI'NO) or semi- flush mounted. Semi-flush mount to a standard single-gang, doub|o'gang.or4^(1u.1a cm)square electrical box. ~ oavuplate is large enoughm overlap asingle-gang buukbvx cutout by1/2''(1.u7om). ~ Optional trim ring(BG1oTR). , Spanish versions(FDEG[)available yBG-13LSRBG4oLPSP. ~ Designed to replace the Fire-Lite|ogaoyBG'10 Series. ~ Models packaged in aunomivo, clear plastic (PVC), clam- shell-style, Point-of-Purchase packages. Packaging includes a cutaway duoopoint cover in shape of pull station. oF-nuocw:xl^owemno--Page 1mu y Specifications Agency Listings and Approvals PHYSICAL SPECIFICATIONS: The listings and approvals below apply to the BG-12 Series pull stations. In some cases, certain modules may not be listed by pull station SB-UO SB-10 certain approval agencies, or listing may be in process.Consult factory for latest listing status. Height 5.5 inches 5.601 inches 5.5 inches • C(UL)US:S711 (13.97 cm) (14.23 cm) (13.97 cm) • FM Approved Width 4.121 inches 4.222 inches 4.121 inches . CSFM:7150-0075:184 (10.47 cm) (10.72 cm) (10.47 cm) . MEA:67-02-E Depth 1.39 inches 1 1.439 inches 1.375 inches(3.53 cm) (3.66 cm) . Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; (3.49 cm) 6,632,108. 52004dim.tbl ELECTRICAL SPECIFICATIONS: Product Line Information Switch contact ratings:gold-plated;rating 0.25 A @ 30 VAC or BG-12S: Single-action pull station with pigtail connections, hex VDC. lock. ENGINEERING/ARCHITECTURAL SPECIFICATIONS BG-12SL: Same as BG-12 with key lock. Manual Fire Alarm Stations shall be non-code, with a key- or BG-12: Dual-action pull station with SPST N/O switch, screw hex-operated reset lock in order that they may be tested,and so terminal connections,hex lock. designed that after actual Emergency Operation,they cannot be BG-12L: Same as BG-12 with key lock. restored to normal except by use of a key or hex. An operated BG-12LSP: Same as BG-12L with English/Spanish (FIRE/ station shall automatically condition itself so as to be visually FUEGO)labeling. detected as activated. Manual stations shall be constructed of BG-12LOB• Same as BG-12L with 'outdoor use" listing. red colored LEXAN (or polycarbonate equivalent) with clearly Includes outdoor listed backbox,and sealing gasket. visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, BG-12LO: Same as BG-12L with 'outdoor use" listing. Does 1.00 inches (2.54 cm) or larger. Stations shall be suitable for not include backbox. surface mounting on matching backbox SB-10 or SB-1/0; or BG-12LA: Same as BG-12L with auxiliary contacts. semi-flush mounting on a standard single-gang,double-gang,or BG-12LPS: Dual-action pull station with pre-signal option. 4"(10.16 cm)square electrical box,and shall be installed within BG-12LPSP: Same as BG-12LPS with English/Spanish (FIRE/ the limits defined by the Americans with Disabilities Act(ADA)or FUEGO)labeling. per national/local requirements.Manual Stations shall be Under- writers Laboratories listed. SB-10: Surface-mount backbox,metal. NOTE:"The words FIRE/FUEGO"on the BG-12LSP shall appear SB-UO: Surface-mount backbox, plastic. (Included with BG- on the front of the station in white letters, approximately 314" 12LOB.) (1.905 cm)high. BG12TR: Optional trim ring for semi-flush mounting. 17003:Keys,set of two.(Included with key-lock pull stations.) 17007:Hex lock,9/64".(Included with hex-lock pull stations.) NOTE: For addressable BG-12LX models, see data sheet DF- 52013. # R PUSH IN EIAPUJEY r• I� Fire-Lite® Alarms, SpectrAlert® Advance, and System Sensor@ are registered trademarks of Honeywell International Inc. ©2008 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. I�O 9001 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. Bt1INE11UN1 a NIANIf1Cmms All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-52004:A1•04/22/08 1 SYSTEM SENSOR® Indoor Selectable- Y `.; Output Strobes and Horn Strobes for Ceiling Applications ., ?". System Sensor L-Series audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower ; current draw and modern aesthetics. r . ` Features The System Sensor L•Series offers the most versatile and • Plug-in design with minimal intrusion into the back box easy-to-use line of horns,strobes,and horn strobes in the industry with lower current draws and modern aesthetics.With white and red • Tamper-resistant construction plastic housings,wall and ceiling mounting options,System Sensor • Automatic selection of 12-or 24-volt operation L-Series can meet virtually any application requirement. at 15 and 30 candela • Field-selectable candela settings on ceiling units: The entire L-Series product line of ceiling-mount strobes and horn 15,30,75,95, 115, 150,and 177 strobes include a variety of features that increase their application versatility while simplifying installation.All devices feature a plug-in • Horn rated at 88+dBA at 16 volts design with minimal intrusion into the back box,making installations • Rotary switch for horn tone and two volume selections fast and foolproof while virtually eliminating costly and time- • Universal mounting plate for ceiling units consuming ground faults. • Mounting plate shorting spring feature checks wiring continuity To further simplify installation,the L-Series utilizes a universal before device installation mounting plate so installers can mount them to a wide array of back • Electrically Compatible with legacy SpectrAlert and SpectrAlert boxes.With an onboard shorting spring,installers can test wiring Advance devices continuity before the device is installed. • Compatible with MDL3 sync module Installers can also easily adapt devices to a suit a wide range of • Listed for ceiling mounting only application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections. Agency Listings SIGNALING APPflOVED LISTED 55512 FM approved except 7125-1653:0504 94011 for ALERT models 7135-1653:0503 3057383 AVD586M2.12/01/2017•Page 3 L-Series Specifications Specifications L-Series ceiling-mount strobes and horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box,or double- gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,L-Series products,when used with the Sync•Circuit-Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor L-Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply. Ceiling strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95, 115,150,and 177. Strobe The strobe shall be a System Sensor L-Series Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor L-Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service.The module shall synchronize L-Series strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 21/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. Specifications Operating Temperature 320F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 VDC or regulated 24 DC/FWR1 Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range(MDL3) 8.5 to 17.5V(12 V nominal)or 16.5 to 33 V(24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling-Mount Dimensions(including lens) 6.8"diameter x 2.5"high(173 mm diameter x 64 mm high) Ceiling-Mount Surface Mount Back Box Skirt Dimensions 6.9"diameter x 3.4"high(175 mm diameter x 86 mm high) (SBBCRL,SBBCWL) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 30 cd. AVDS868-02.12/01/2017•Page 2 0 UL Current Draw Data UIL Max.Strobe Current Draw(mA RMS) UL Max.Horn Current Draw(mA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 87 41 60 Temporal High 39 44 54 Range 30 153 63 86 Temporal Low 28 32 54 75 N/A 111 142 Non-Temporal High 43 47 54 95 N/A 134 164 Non-Temporal Low 29 32 54 115 N/A 158 191 3.1 KHz Temporal High 39 41 54 150 N/A 189 228 3.1 KHz Temporal Low 29 32 54 177 N/A 226 264 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded High 42 43 54 Strobe,UL Max.Current Draw(mA RMS),Ceiling Horn Candela Range 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 103 167 71 90 143 165 187 217 254 Temporal Low 96 165 54 71 137 161 185 211 249 Non-Temporal High 106 173 71 90 141 165 187 230 273 Non-Temportal Low 95 166 54 71 124 161 170 216 258 3.1 K Temporal High 111 164 69 94 147 163 184 229 257 3.1 K Temporal Low 103 163 54 88 143 155 185 212 252 3.1 K Non-Temporal High 1.11 172 69 94 144 164 202 229 271 3.1 K Non-Temporal Low 103 169 54 88 131 155 187 217 259 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 107 135 179 198 223 254 286 Temporal Low 78 101 151 172 199 229 262 Non-Temporal High 107 135 179 198 223 254 286 Non-Temportal Low 78 101 151 172 199 229 262 3.1 K Temporal High 108 135 179 200 225 255 289 3.1 K Temporal Low 79 101 150 171 196 229 260 3.1 K Non-Temporal High 108 135 179 200 225 255 289 3.1 K Non-Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output Data Horn Strobe Output(dBA) 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non-Temporal High 85 90 90 4 Non-Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non-Temporal High 84 89 89 8 3.1 KHz Non-Temporal Low 77 83 83 AVDS868-02.1210112017•Page 3 L-Series Dimensions 2.47'(62.7 mm) 1.37'(34.8 mm) 6.92°diam. 2.5' 6.83'diam. (175.77 mm) (64 mm) (173 mm) •e•or r��•r O O o Q o O 00 O O o Q o R A0545-00 A0546-00 Ceiling-Mount Horn Strobes Ceiling Surface Mount Back Box 0 • qfA �� �Np[PA1MT �\ptp,\tI m (� 0 0� ® Da00 •i �p ppo�o�oo A0494-01 A0531-01 2-Wire Ceiling Mount Horn Strobes 4-Wire Ceiling Mount Horn Strobes with Ceiling Surface Mount Back Box with Ceiling Surface Mount Back Box L-Series Ordering Information DescriptionModel Model Ceilin g Strobe PC2RL 2-Wire,Horn Strobe,Re SCRL _ Strobe,Red PC2WL 2-Wire, orn Strobe,White SCWL Strobe,White PC4RL 4-Wire,Horn Strobe,Red SCWL-CLR-ALERT Strobe,White,ALERT PC4WL 4-Wire,Horn Strobe,White Accessories TRC-2 Universal Ceiling Trim Ring Red TRC-2W Universal Ceiling Trim Ring White SBBCRL Ceiling Surface Mount Back Box,Red SBBCWL Ceiling Surface Mount Back Box,White For a ceiling-listed horn-only device,see AVDS865"Indoor Selectable- Output Horns,Strobes,and Horn Strobes for Wall Applications". "STEM �2017 System Sensor. 3825 Ohio Avenue•St.Charles, IL 60174 Product specifications subject to change without notice.Visit systemsensoccom SENSOR' Phone:800-SENSOR2•Fax:630-377-6495 for cunentpoductinfomatDS,,,-02ing h131,20latest version of this data sheet AVDS868-02.12/01/2017 INSTALLATION AND MAINTENANCE INSTRUCTIONS SYSTEM SPECTRQUert �� SENSOR® N A Q V A M C E 3825 Ohio Avenue,St.Charles,Illinois 60174 Selectable Output Strobes Hd Horn/Strobes800/736-7672,FAX:630/377-6495 p Horns,,and www.systemsensor.com For use with the following models:P2R,P2RH, 2R 2RHK,P2W,P2WK,P2WH,P2WHK,P4R,P4RH,P4RK,NW,P4WK,P4WHK-P,SR,SRH,SRK,SRHK,SW,SWK,SWH,SWHK, SW-CLR-ALERT,PC2R,PC2RH,PC2RK,PC2RHkrM2W,PC2WK,PC2WH,PC2WHK,PC4R,PC411H,PC4W,PC4WK,PC4WHK,SCR,SCRH,SCRK,SCRHK,SCW,SCWK,SCWH,SC- WHK,SCW-CLR-ALERT,HR,HRK,HW,SR-P,SW-P,SRH-P,SWH-P,P2R-P,P2W-P,P2WH-P,P4R-P,P4W-P,SCW-P,PMR-P,PC2W-P,PC2WH-P,SRK-P,SRHK-P,P2RK-P,P2RHK-P,SWK-P, SWHK-P,P2WK-P,P2WHK-P,SR-SP,P2R-SP,PC2W-SP,SRK-R,SWK-R,SRHK-R,SWHK-R,P2RK-R,P2WK-R,P2RHK-R,P2WHK-R,SBHK,SBK-R. NOTES:Refer to your panel documentation or models listed for use with specific panels. NOTE:All-R models are specifically designed for use with the WTP Series of Weatherproof plates. NOTE:When replacing outdoor units;device and back box must be replaced. NOTE:Models SBHK,SBK-R are UL listed for General Signaling. PRODUCT SPECIFICATIONS Operating Temperature: Standard Products 32°F to 120°F(0°C to 49°C) K Series -40°F to 151°F Humidity Range: Standard Products 10 to 93% Non-condensing K Series Meets NEMA 4X requirements Strobe Flash Rate: 1 flash per second Nominal Voltage: Regulated 12VDC/FWR or regulated 24DC/FWR Operating Voltage Range(includes fire alarm panels with built in sync): 8 to 17.5V(12V nominal)or 16 to 33V(24V nominal) Operating Voltage with MDL3 Sync Module: 8.5 to 17.5V(12V nominal)or 16.5 to 33V(24V nominal) Input terminal wire gauge: 12 to 18 AWG NOTE:Strobes will operate at 12 V nominal for 15&15/75 candela settings only.Switching between ranges is automatic. DIMENSIONS FOR PRODUCTS AND ACCESSORIES WALL PRODUCTS Length Width Depth CEILING PRODUCTS DIAMETER DEPTH Strobe and Horn/Strobes(including lens) 5.6" 4.7" 2.5" Strobes and Horn/Strobes 6.8" 2.5" 142 mm 119 mm 64 mm (including lens) 173 mm 64 mm Horns 5.6" 4.7" 1.3" SA WBBC Red Weatherproof Back Box 7.1" 2.2" 142 mm 119 mm 33 mm SA WBBCW White Weatherproof Back Box 180 mm 51 mm SA-WBB Red Weatherproof Back Box 5.7" 5.1" 2.0" SBBCR Red Surface Mount Box 6.9" 5.3" SA WBBW White Weatherproof Back Box 145 mm 130 mm 51 mm SBBCW White Surface Mount Box 175 mm 135 mm SBBR Red Surface Mount Box 5.6" 4.7" 4.3" NOTE: SA WBB, SA WBBW, SA WBBC and SA WBBCW dimensions SBBW White Surface Mount Box 142 mm 119 mm 109 mm do not include the two mounting tabs MOUNTING BOX OPTIONS 2-Wire Indoor Products 4-Wire Indoor Products K Series Products 4 x 4 x 11/2,Single Gang,Double Gang,4" Octagon 4 X 4 X 11/2,Double Gang,4" Octagon SA WBB/W(wall),SA-WBBC/CW(ceiling) SBBR/W(wall),SBBCR/W(ceiling) NOTICE:This manual shall be left with the owner/user of this equipment. nal. System Sensor recommends spacing notification appliances in compli- GENERAL DESCRIPTION ance with NFPA 72. The SpectrAlert Advance series of notification appliances offers a wide range LOOP DESIGN AND WIRING of horns,strobes,and horn/strobes,for wall and ceiling applications,indoors The system designer must make sure that the total current drawn by the de- and outdoors. They are designed to be used on 12 or 24 volt, DC or FWR vices on the loop does not exceed the current capability of the panel supply, (full wave rectified)systems.These products are electrically backward compat- and that the last device on the circuit is operated within its rated voltage.The ible with the previous generation of SpectrAlert notification appliances.Horn/ current draw information for making these calculations can be found in the strobe products are available in two versions.The 2-wire products fit systems tables within this manual.For convenience and accuracy,use the voltage drop where a single NAC controls both horn and strobe.The 4-wire products are in- calculator on the System Sensor website(www.systemsensor.com). tended for systems which have separate wiring circuits for the horn and strobe. When calculating the voltage available to the last device, it is necessary to All SpectrAlert Advance products are suitable for use in synchronized systems. consider the voltage drop due to the resistance of the wire.The thicker the The System Sensor MDL3 module may be used to provide synchronization. wire, the smaller the voltage drop. Wire resistance tables can be obtained K Series products are designed to be used over a wider range of temperatures from electrical handbooks. Note that if Class A wiring is installed,the wire and are suitable for use in wet environments with outdoor backbox supplied length may be up to twice as long as it would be for circuits that are not with product. fault tolerant. Wall and ceiling products may be used interchangeably (wall products NOTE:The total number of strobes on a single NAC must not exceed 40 for may be used on the ceiling and ceiling products may be used on the wall.) 24 volt applications or 12 for 12 volt applications.Loop resistance on a single FIRE ALARM SYSTEM CONSIDERATIONS NAC should not exceed 120 ohms for 24 volt and 30 ohms for 12 volt systems. The National Fire Alarm Code, NFPA 72, requires that all horns, used for building evacuation produce temporal coded signals.Signals other than those used for evacuation purposes do not have to produce the temporal coded sig- 1 I56-2769-022 5/22/2019 CANDELA SELECTION TABLE 1.STROBE CURRENT DRAW(MA)FOR S,SC,P4&PC4 SERIES Adjust the slide switch on the rear of the product to the desired candela set- 8-17.5 Volts 16-33 Volts ting in the small window on the front of the unit.All products meet the light Candela DC FWR DC FWR output profiles specified in the appropriate UL Standards. See Figures 1-3. 15 123 128 66 71 Use Table 1 to determine the current draw for each candela setting. For K 15 75 142 148 77 81 series products used outdoors at low temperatures,listed candela ratings must 30 NA NA 94 96 be reduced in accordance with Table 2. Standard Candela Range 75 NA NA 158 153 NOTE:SpectrAlert products set at 15 and 15/75 candela automatically work 95 NA NA 181 176 on either 12V or 24V power supplies.The products are not listed for 12V op- 110 NA NA 202 195 erating voltages when set to any other candela settings.For 4-Wire products, 115 NA NA 210 205 total current draw may be determined by adding current draw for the specific 135 NA NA 228 207 candela selection and the current draw for the specific horn selection use 150 NA NA 246 220 Table 1 and Table 3. High Candela Range 177 NA NA 28l 251 FIGURE 1.LIGHT OUTPUT-VERTICAL DISPERSION,CEILING TO WALLS 185 NA NA 286 258 TO FLOOR CeiURG Degre es* Percent of BG' �I 90, TABLE 2.CANDELA DERATING g RatingCandela rating at-40°F Listed Candela 0 100 K Series Outdoor Applications Onl 5-25 90 15 30-45 75 15 75 Do not use below 32°F 50 55 30 0 75 44 60 45 9 e e F 95 70 65 35 110 110 70 35 115 115 75 30 135 135 80 30 30 30 150 150 85 25 1 177 177 90 25 25 20 15 10 5 0 5 10 15 20 25 185 185 nOOR Figures 1-3 list the minimum light output requirements per UL1971. HORN SELECTION FIGURE 2.LIGHT OUTPUT- Percent of Turn the rotary switch on the back of the product to the desired setting. For HORIZONTAL DISPERSION Degrees* Rating horn and 4-wire horn/strobe products, the current draw for each setting is 0 100 listed in Table 3.For 2-wire horn/strobe products (P2 series), current draws 0• 5-25 90 are listed in Tables 4 and S. The sound output measurement for each horn r45'. 30-45 75 setting is shown in Table 6. 45' S0 55 TABLE 3.HORN CURRENT DRAW(mA)FOR H,P4&PC4 SERIES 55 45 8-17.5 Volts 16-33 Volts 60 40 Pos Sound Pattern dA Out 65 35 DC FWR DC FWR 90 -�L[GRT 9G 70 35 1 Temporal High 57 55 69 75 75 30 2 Temporal Medium 44 49 58 69 80 30 3 Temporal Low 38 44 44 48 85 25 4 Non-temporal High 1 57 56 69 75 90 25 5 Non-temporal Medium 42 50 60 69 Compound 45 6 Non-temporal Low 41 44 50 50 to the right 24 7 Coded High 57 55 69 75 Compound 45 8 Coded Medium 44 51 56 69 to the ri ht 24 9 Coded Low 40 46 52 50 FIGURE 3.LIGHT OUTPUT-VERTICAL DISPERSION,WALL TO FLOOR NOTE:In positions 7,8,and 9,temporal coding must be provided by the NAC. If the NAC voltage is held constant,the horn output will remain constantly on. ZERO AMS Degrees* Percent of Positions 7,8,and 9 are not available on 2-wire horn/strobe products. r 9 0 Rating 0 100 5 5-30 90 10 35 65 S 15 40 46 45 34 20 50 27 25 55 22 90, 60 55 50 45 40 35 30 60 18 FU)OR 65 16 70 15 *Tolerance of t 1 degree is permitted. 75 13 80 12 85 12 90 12 2 I56-2769-022 5/22/2019 TABLE 4.2-WIRE HORN/STROBE CURRENT DRAW(mA)FOR P2 AND PC2 STANDARD CANDELA SERIES DC Input 8-17.5 Volts 16-33 Volts 15 cd 15 75 cd 15 cd 15 75 cd 30 cd 75 cd 95 cd 110 cd 115 cd Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-temporal High 141 152 91 100 116 176 201 221 229 Non-temporal Medium 133 145 75 85 102 163 187 207 216 Non-temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-temporal High 142 161 103 112 126 181 203 221 229 Non-temporal Medium 134 155 85 95 110 166 189 208 216 Non-temporal Low 132 154 80 90 105 161 184 202 211 TABLE S.2-WIRE HORN/STROBE CURRENT DRAW(mA)FOR P2 AND PC2 HIGH CANDELA RANGE SERIES 16-33 Volts Volts DC 16-33 Volts Volts FWR Sound Pattern 135 cd 150 cd 177 cd 185 cd 135 cd 150 cd 177 cd 185 cd Temporal High 245 259 290 297 215 231 258 265 Temporal Medium 235 253 288 297 209 224 250 258 Temporal Low 232 251 282 292 207 221 248 256 Non-temporal High 255 270 303 309 233 248 275 281 Non-temporal Medium 242 259 293 299 219 232 262 267 Non-temporal Low 238 254 291 295 214 229 256 1 262 TABLE 6.HORN OUTPUT(dBA)IN UL REVERBERANT ROOM Switch Volume 8-17.5 Volts** 16-33 Volts** 24 V Nominal Measurements Position Sound Pattern Setting Reverberant Anechoic DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 75 75 80 80 86 85 96 96 3 1 Temporal Low 71 71 1 76 76 81 79 94 89 4 Non-temporal High 82 82 88 88 93 92 100 100 5 Non-temporal Medium 78 78 85 85 90 89 98 98 6 Non-temporal Low 73 74 81 81 86 84 96 92 7* Coded High 82 82 88 88 93 92 101 101 8* Coded Medium 78 78 85 85 90 89 97 98 9* Coded Low 74 75 81 81 85 83 96 92 *Horn&4-wire Horn/Strobe only. **Minimum dBA rating for Operational Voltage Range as per UL 464. FIGURE 4.WIRING 2-WIRE PRODUCTS FIGURE 6.SHORTING SPRING INPUT O FROM OUTPUT FACP TO OR NEXT PRIOR p DEVICE DEVICE OR EOL QO + ± !� o Ll A0367-01 O FIGURE 5.WIRING 4-WIRE PRODUCTS SHORTING SPRING INPUT OUTPUT FROM TO NEXT A0368-00 FACP OR STROBE PRIOR STROBE OR EOL For 4-Wire installations,terminals 1,2,and 3 connect to the strobe;terminals I — ; 4 and 5 connect to the horn.The horn and strobe circuits must be wired in- dependently, and each circuit must be terminated with the appropriate EOL + + device.Removal of a notification device will result in an open circuit indica- tion on the strobe loop. - NOTE:A shorting spring is provided between terminals 2 and 3 of the mount- ing plate to enable wiring checks after the system has been wired,but prior INPUT FROM OUTPUT TO NEXT to installation of the final product. This spring will automatically disengage FACP OR PRIOR HORN HORN OR EOL when the product is installed,to enable supervision of the final system.Only A0366-00 available on indoor products(non K-series). 3 I56-2769-022 5/22/2019 MOUNTING INDOOR WALL OR CEILING PRODUCTS 8. Follow steps 2-6 of the mounting indoor wall or ceiling products to wire 1. Attach mounting plate to junction box as shown in Figure 7.The mount- and attach the product. ing plate is compatible with 4-inch square,double gang,and 4-inch octa- NOTE:For Outdoor Mounting Installation see included Outdoor Mount- gon junction boxes(2-wire products may be used with a single gang box). ing Installation Document(I56-3222). 2. Connect field wiring to terminals,as shown in Figures 4 or 5. 3. If the product is not to be installed at this point, use the paint cover to prevent contamination of the mounting plate. (For indoor models only) FIGURE 7.MOUNTING 4. To attach product to mounting plate,remove the paint cover,then hook 4-wire mounting plate 2-wire mounting plate tabs on the product housing into the grooves on mounting plate. Q ffl"e5. Swing product into position to engage the pins on the product with the ®terminals on the mounting plate.Make sure that the tabs on the back ofthe product housing fully engage with the mounting plate. 6. Secure product by tightening the single mounting screw in the front of the product housing. For tamper resistance, the standard captivated mounting screw may be replaced with the enclosed Tom screw. A0348-00 SURFACE MOUNT BACK BOX MOUNTING 1. The surface mount back box may be secured directly to the wall or ceil- FIGURE S.SURFACE MOUNT BACK BOX MOUNTING ing.Grounding bracket provided if needed. a The wall mount box must be mounted with the up arrow pointing up. 3. Threaded knockout holes are provided for the sides of the box for 3/4 inch ;in" CEILING and 1/2 inch conduit adapter.Knockout holes in the back of the box can be used for 3/4 inch and 1/2 inch rear entry.4. To remove the 1/2 inch knockout,we recommend you use a flat head screw- driver,place the blade of the flat head screwdriver in the inner edge of theknockout.Strike the screwdriver as you work you way around as shown in Figure 9. A0463-00 To remove the 1/4 inch knockout place the blade of the screwdriver along the outer edge and work your way around the knockout as you strike the FIGURE 9.KNOCKOUT REMOVAL FOR SURFACE MOUNT BACK BOX screwdriver,as shown in Figure 9. NOTE: For both 1/2 in. and 3/4 in. installation,use caution not to strike the 1h INCH knockout near the top edge of the wall version of the surface mount back box. wire mold removal 5. V500 and V700 raceway knockouts are also provided.Use V500 for low profile applications and V700 for high profile applications. 6. To remove the knockout turn pliers up,as shown in Figure 9. A0466-00 7. Attach the mounting plate to the surface mount back box using the four 1/4 INCH ° unpainted screws,as shown in Figure 8. A0465-01 AWARNING THE LIMITATIONS OF HORN/STROBES The horn and/or strobe will not work without power.The horn/strobe gets its power The signal strobe may not be seen.The electronic visual warning signal uses an extremely from the fire/security panel monitoring the alarm system.If power is cut off for any rea- reliable xenon flash tube. It flashes at least once every second.The strobe must not be son,the horn/strobe will not provide the desired audio or visual warning. installed in direct sunlight or areas of high light intensity(over 60 foot candles)where the The horn may not be heard. The loudness of the horn meets (or exceeds) current visual flash might be disregarded or not seen.The strobe may not be seen by the visually Underwriters Laboratories'standards.However,the horn may not alert a sound sleeper or impaired. one who has recently used drugs or has been drinking alcoholic beverages.The horn may The signal strobe may cause seizures.Individuals who have positive photoic response to not be heard if it is placed on a different floor from the person in hazard or if placed too visual stimuli with seizures,such as persons with epilepsy,should avoid prolonged exposure far away to be heard over the ambient noise such as traffic,air conditioners,machinery to environments in which strobe signals,including this strobe,are activated. or music appliances that may prevent alert persons from hearing the alarm.The horn The signal strobe cannot operate from coded power supplies.Coded power supplies may not be heard by persons who are hearing impaired. produce interrupted power.The strobe must have an uninterrupted source of power in or- NOTE:Strobes must be powered continuously for horn operation. der to operate correctly.System Sensor recommends that the horn and signal strobe always be used in combination so that the risks from any of the above limitations are minimized. FCC STATEMENT System Sensor Strobes and Horn/Strobes have been tested and found to comply with the instruction manual,may cause harmful interference to radio communications.Operation limits for a Class B digital device,pursuant to part 15 of the FCC Rules.These limits are of this equipment in a residential area is likely to cause harmful interference in which designed to provide reasonable protection against harmful interference when the equip- case the user will be required to correct the interference at his own expense. ment is operated in a commercial environment. This equipment generates, uses, and This class B digital apparatus complies with Canadian ICES-003. can radiate radio frequency energy and,if not installed and used in accordance with the SUPPLEMENTAL INFORMATION For the latest Warranty information,please go to: httli://www.5ystemsensor.com/en-us/Documents/E56-4000.pdf For Limitations of Fire Alarm Systems,please go to: _ http://www.aystemsensor.com/en-us/Documents/156-1558,E Speakers only:For the latest Important Assembly Information,please go to: ❑BN 0 X+ ❑M _a http://www.sy5temsensor.com/en-us/Documents/156-6556.pd Warranty Limitations of Speakers Only: Fire Alarm Systems Assembly Information System SensorO and SpeclrAlerteare registered trademarks of Honeywell International,Inc. 4 I56-2769-022 ®2019 System Sensor.5/22/2019 i' DF-60430:C3•E-650 D355PL(A)/DNRW InnovairFlex FII�e-LITe®ALarl'Y1S Intelligent Non-Relay Photoelectric Duct Smoke Detector by Honeywell Addressable Devices General The Fire-Lite InnovairFlexTm D355PL(A) intelligent non-relay photo- electric duct smoke detector and DNRW watertight non-relay photo- electric duct smoke detector feature a pivoting housing that fits both square and rectangular footprints capable of mounting to a round or rectangular duct. DNRW duct smoke detector, with its NEMA-4 rating, is listed as a watertight, UV resistant enclosure providing protection against fall- ing dirt, rain, and windblown dust, splashing and hose directed water, allowing operators to use the detector in the most extreme environments. These units sense smoke in the most challenging conditions, oper- ating in airflow speeds of 100 to 4,000 feet per minute(0.5 to 20.32 Operating Humidity Range:0%to 95%relative humidity(non-con- m/s),temperatures of-4 F to 158°F(-20 C to 70 C),and a humidity densing) range of 0 to 95 percent(non-condensing.) An improved cover design isolates the sensor head,which allows for Air Duct Velocity: 100 to 4,000 ft/min(0.5 to 20.32 m/s) ease of maintenance.A cover tamper feature indicates a trouble sig- nal for a removed or improperly installed sensor cover.The Fire-Lite Accessories InnovairFlex housing provides a 3/4-inch conduit knockout and Fire-Lite provides system flexibility with a variety of accessories, ample space to facilitate easy wiring and mounting of a relay mod- including two remote test stations and different means of visible and ule. audible system annunciation.As with our duct smoke detectors, all The Fire-Lite InnovairFlex duct smoke detector can be customized duct smoke detectors accessories are UL listed. to meet local codes and specifications without additional wiring.The D355PLs and DNRWs with a date code of 0013 or higher do not new InnovairFlex product line is compatible with all previous require external 24VDC for remote test applications when used with InnovairTm models, including remote test accessories. a remote-test-capable detector. Features ACCESSORY CURRENT LOADS AT 24 VDC • Photoelectric, integrated low-flow technology Device Standby Alarm • Air velocity rating from 100 ft/min to 4,000 ft/min(0.5 m/s to 20.32 m/s) RA100Z OmA 12 mA Max • Versatile mounting options:square or rectangular configuration • Broad ranges for operating temperature(-4°F to 158°F, -20°C to RTS151/RTS151 KEY OmA 12mA Max 70°C)and humidity(0%to 95%non-condensing) • Patented sampling tube installs from front or back of the detector Agency Listings and Approvals with no tools required Consult product manual for lists of compatible UL-Listed devices. In • Cover tamper signal some cases, certain modules may not be listed by certain approval • Increased wiring space with a newly added 3/4"conduit knockout agencies, or listing may be in process. Consult factory for latest list- • Available space within housing to accommodate mounting of a ing status. relay module • UL:S1059 • Easily accessible code wheels on sensor head(sold separately) • ULC•S1059 • Clear cover for convenient visual inspection • CSFM:3240-0075:0221 • Remote testing capability • FM approved • Requires corn line power only • Accommodates the installation of an addressable relay module, Product Line Information sold separately, (CRF-300) for applications requiring a Form-C NOTE:A"suffix indicates ULC listed model. relay D356PL: Intelligent non-relay photoelectric low flow smoke detector Specifications housing. Includes SD355R Detector. Size:(Rectangle)14.38 in(37 cm)Length;5 in(12.7 cm)Width,2.5 DNRW: Watertight intelligent non-relay photoelectric low flow duct in Depth smoke detector housing. Does not include detector head. Size:(Square)7.75 in(19.7 cm)Length;9 in(22.9 cm)Width;2.5 in SD3 Remote test capable addressable low-profile photo- (6.35 cm)Depth electrricic s s momoke detector Weight lb(0.73 kg) SD355(A):Addressable low-profile photoelectric smoke detector Operating Temperature Range:-4°F to 158°F(-20°C to 70°C) D g Remote test coil. Required for older DNRW)duct detector housing Storage Temperature Range:-22°F to 158°F(-30oC to 70°C) DST1(A): Metal sampling tube duct width up to 1 ft(0.3m) DF-60430:C3.11/7/2019—Page 1 of 2 DST1.5(A): Metal sampling tube duct widths up to 1 ft to 2 ft(0.3 to Important Notes 0.6 m) • DNRW duct detector housings with a date code of 0013 or higher DST3(A):Metal sampling tube duct widths up to 2 ft to 4 ft(0.6 to 1.2 do not require a DCOIL or auxiliary 24 VDC for remote test appli- m) cations when used with a remote test capable detector. DST5(A):Metal sampling tube duct widths up to 4 ft to 8 ft(1.2 to 2.4 • DNRW duct detector housings with a date code of 0012 or earlier m) require a DCOIL and auxiliary 24 VDC power for remote test DST10(A): Metal sampling tube duct widths up to 8 ft to 12 ft(2.4 to applications. 3.7 m) DH4000E-1:Weatherproof enclosure ETX: Metal exhaust tube duct,width 1 ft(0.3 m) M02-04-00:Test magnet P48-21-00: End cap for metal sampling tubes RA100Z(A): Remote annunciator alarm LED RTS151(A): Remote test station RTS151 KEY(A): Remote test station with key lock InnovairT"I and InnovairFlexTm are trademarks of, and Fire-Lite® Alarms is a registered trademark of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. 30 All specifications are subject to change without notice. 6VCINE91N0 8 MNOFU i1BING QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite.com Page 2 of 2—DF-60430:C3.11/7/2019 r DF-52121:E•E-325 MMF-300(A) Series,MDF-300 Fire.LITe®ALarms Addressable Monitor Modules by Honeywell Addressable Devices General Four different monitor modules are available for Fire-Lite's intelligent control panels to suit a variety of applications. Moni- tor modules are used to supervise a circuit of dry-contact input devices,such as conventional heat detectors and pull stations, or monitor and power a circuit of two-wire smoke detectors I 7 Q (MMF-302(A)). ,•,o MMF-300(A)is a standard-sized module(typically mounts to a a«„* 4" 110.16 cm] square box) that supervises either a Style D (Class A) or Style B (Class B) circuit of dry-contact input °'�°"o:• � devices. MMF-301(A)is a miniature monitor module a mere 1.3"(3.302 � cm) H x 2.75" (6.985 cm)W x 0.65" (1.651 cm) D that super- vises a Style B(Class B)circuit of dry-contact input devices.Its compact design allows the MMF-301(A) to be mounted in a single-gang box behind the device it monitors. s MMF-302(A) is a standard-sized module used to monitor and supervise compatible two-wire, 24 volt, smoke detectors on a ° Style D(Class A)or Style B(Class B)circuit. MDF-300(A)is a standard-sized dual monitor module used to MMF-300(A)(Type H) monitor and supervise two independent two-wire Style B (Class B) dry-contact initiating device circuits (IDCs) at two supervisory indication at the control panel. Monitored circuit separate, consecutive addresses in intelligent, two-wire sys- may be wired as an NFPA Style B(Class B)or Style D(Class tems. A) Initiating Device Circuit. A 47K Ohm End-of-Line Resistor LiteSpeedTm is a communication protocol developed by (provided)terminates the Style B circuit.No resistor is required Fire-Lite Engineering that greatly increases the speed of com- for supervision of the Style D circuit. munication between analog intelligent devices. Intelligent MMF-300(A)OPERATION devices communicate in a grouped fashion. If one of the devices within the group has new information, the panel CPU Each MMF-300(A) uses one of the available module stops the group poll and concentrates on single points. The addresses on an SLC loop. It responds to regular polls from net effect is response speed greater than five times that of the control panel and reports its type and the status(open/nor- other communication protocols. mal/short)of its Initiating Device Circuit(IDC).A flashing LED indicates that the module is in communication with the control MMF.300(A) Monitor Module panel. The LED latches steady on alarm (subject to current limitations on the loop). • Built-in type identification automatically identifies this device as a monitor module to the control panel. MMF-300(A)SPEctmcAvoNs • Powered directly by two-wire SLC loop. No additional Nominal operating voltage: 15 to 32 VDC. power required. Maximum current draw:5.0 mA(LED on). • High noise(EMF/RFI)immunity. Average operating current: 375 pA (LED flashing), 1 com- • SEMS screws with clamping plates for ease of wiring. munication every 5 seconds,47k EOL. • Direct-dial entry of address: 01 — 159 on MS-9600 series Maximum IDC wiring resistance: 1500 Ohms. panels, 01 —99 on other compatible systems. • LED flashes during normal operation and latches on steady Maximum IDC Voltage: 11 Volts. to indicate alarm. EOL resistance:47K Ohms. The MMF-300(A)Monitor Module is intended for use in intelli- Temperature range:32°F to 120°F(0°C to 49°C). gent, two-wire systems, where the individual address of each Humidity range: 10%to 93%noncondensing. module is selected using the built-in rotary switches. It pro- vides either a two-wire or four-wire fault-tolerant Initiating Dimensions: 4.5" (11.43 cm) high x 4 (10.16 cm) wide x Device Circuit (IDC)for normally-open-contact fire alarm and 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x supervisory devices. The module has a panel-controlled LED 2.125"(5.398 cm)deep box. indicator. The MMF-300(A) can be used to replace M300(A) modules in existing systems. MMF.301(A) Mini Monitor Module MMF-300(A)APpucATioNs • Built-in type identification automatically identifies this device Use to monitor a zone of four-wire smoke detectors, manual as a monitor module to the panel. fire alarm pull stations, waterflow devices, or other normally- • Powered directly by two-wire SLC loop. No additional open dry-contact alarm activation devices. May also be used power required. to monitor normally-open supervisory devices with special • High noise(EMF/RFI)immunity. DF-52121:E•07/30/2015—Page 1 of 4 • Tinned,stripped leads for ease of wiring. • Supervises IDC wiring and connection of external power • Direct-dial entry of address: 01 — 159 on MS-9600 series source. panels,01 —99 on other compatible systems • High noise(EMF/RFI)immunity. • SEMS screws with clamping plates for ease of wiring. 1415 0 1 ADDRESS o 1 • Direct-dial entry entry of address: 01 — 159 on MS-9600 13 2 2 series panels,01—99 on other compatible systems. 3 11 O q LOOP O 4 • LED flashes during normal operation. • LED latches steady to indicate alarm on command from control panel. 10 g 5 BONES 6 TENS E 5 The MMF-302(A)Interface Module is intended for use in intelli- gent, addressable systems, where the individual address of each module is selected using built-in rotary switches. This module allows intelligent panels to interface and monitor two- wire conventional smoke detectors. It transmits the status LU (normal, open, or alarm) of one full zone of conventional W U detectors back to the control panel. All two-wire detectors m being monitored must be UL compatible with the module.The MMF-302(A) can be used to replace M302(A) modules in existing systems. MMF-302(A)APPLICATIONS Use the MMF-302(A) to monitor a zone of two-wire smoke The MMF-301(A) Mini Monitor Module can be installed in a detectors. The monitored circuit may be wired as an NFPA single-gang junction directly behind the monitored unit. Its Style B(Class B)or Style D(Class A)Initiating Device Circuit. small size and light weight allow it to be installed without rigid A 3.9 K Ohm End-of-Line Resistor (provided) terminates the mounting. The MMF-301(A) is intended for use in intelligent, end of the Style B or D (class B or A) circuit (maximum IDC two-wire systems where the individual address of each module loop resistance is 25 Ohms). Install ELR across terminals 8 is selected using rotary switches. It provides a two-wire initiat- and 9 for Style D application. ing device circuit for normally-open-contact fire alarm devices. The MMF-301(A)can be used to replace M301(A) modules in MMF-302(A)OPERATION existing systems. Each MMF-302(A) uses one of the available module MMF-301(A)APPucAmNs addresses on an SLC loop. It responds to regular polls from the control panel and reports its type and the status(open/nor- Use to monitor a single device or a zone of four-wire smoke mal/short)of its Initiating Device Circuit(IDC).A flashing LED detectors, manual fire alarm pull stations, waterflow devices, indicates that the module is in communication with the control or other normally-open dry-contact devices. May also be used panel. The LED latches steady on alarm (subject to current to monitor normally-open supervisory devices with special limitations on the loop). supervisory indication at the control panel. Monitored circuit/ device is wired as an NFPA Style B(Class B)Initiating Device MMF 302(A)SPECIFICATIONS Circuit.A 47K Ohm End-of-Line Resistor(provided)terminates Nominal operating voltage: 15 to 32 VDC. the circuit. Maximum current draw:5.1 mA(LED on). MMF-301(A) OPERATION Maximum IDC wiring resistance:25 Ohms. Each MMF-301(A) uses one of the available module Average operating current: 270 NA, 1 communication and 1 addresses on an SLC loop. It responds to regular polls from LED flash every 5 seconds,3.9k eol. the control panel and reports its type and the status(open/nor- mal/short)of its Initiating Device Circuit(IDC). EOL resistance:3.9K Ohms. MMF-301(A)SPECIFICATIONS External supply voltage(between Terminals T10 and T11): Nominal operating voltage: 15 to 32 VDC. • DC voltage:24 volts power limited. Average operating current: 350 NA, 1 communication every • Ripple voltage:0.1 Vrms maximum. 5 seconds, 47k EOL; 600 pA Max. (Communicating, IDC • Current: 90 mA per module maximum. Shorted). Temperature range:32°F to 120°F(0°C to 49°C). Maximum IDC wiring resistance: 1500 Ohms. Humidity range: 10%to 93%noncondensing. Maximum IDC Voltage: 11 Volts. Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Maximum IDC Current:450 NA. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125"(5.398 cm)deep box. EOL resistance:47K Ohms. Temperature range:32°F to 120°F(0°C to 49°C). MDF-300(A) Dual Monitor Module Humidity range: 10%to 93%noncondensing. The MDF-300(A) Dual Monitor Module is intended for use in Dimensions: 1.3" (3.302 cm) high x 2.75" (6.985 cm)wide x intelligent, two-wire systems. It provides two independent two- 0.65"(1.651 cm)deep. wire initiating device circuits(IDCs)at two separate,consecutive addresses. It is capable of monitoring normally open contact fire Wire length:6"(15.24 cm)minimum. alarm and supervisory devices.The module has a single panel- controlled LED. MMF-302(A) Interface Module • Supports compatible two-wire smoke detectors. Page 2 of 4—DF-52121:E•0 7/3 012 01 5 NOTE. The MDF-300(A)provides two Style B (Class B) IDC cir- MDF-300(A): Monitor module, dual, two independent Class B cuits ONLY. Style D (Class A) IDC circuits are NOT supported in circuits. any application. SM13500:Optional surface-mount backbox. MDF-300(A)SPECIFICATIONS NOTE. See installation instructions and refer to the SLC tiring Normal operating voltage range: 15 to 32 VDC. Manual,PN 51309. Maximum current draw:6.4 mA(LED on). Architects'/Engineers' Specifications Average operating current:750 pA(LED flashing). Maximum IDC wiring resistance: 1,500 Ohms. Specifications of these devices and all FireLite products are available from FireLite. Maximum IDC Voltage: 11 Volts. Maximum IDC Current:240 pA EOL resistance:47K Ohms. Temperature range:32°to 120°F(0•to 49°C). Humidity range: 10%to 93%(non-condensing). Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125"(5.398 cm)deep box. MDF-300(A)AUTOMATIC ADDRESSING The MDF-300(A) automatically assigns itself to two address- able points, starting with the original address. For example, if the MDF-300(A) is set to address "26", then it will automati- cally assign itself to addresses"26"and"27". NOTE."Ones"addresses on the MDF-300(A) are 0, 2, 4, 6, or 8 only. Terminals 6 and 7 use the first address, and terminals 8 and 9 use the second address. CAUTION: Avoid duplicating addresses on the system. Installation MMF-300(A), MMF-302(A), and MDF-300(A) modules mount directly to a standard 4"(10.16 cm)square, 2.125"(5.398 cm) deep, electrical box. They may also be mounted to the SMB500 surface-mount box. Mounting hardware and installa- tion instructions are provided with each module. All wiring must conform to applicable local codes,ordinances, and regu- lations. These modules are intended for power-limited wiring only. The MMF-301(A)module is intended to be wired and mounted without rigid connections inside a standard electrical box. All wiring must conform to applicable local codes, ordinances, and regulations. Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. • UL: S2424. • ULC: S2424. • FM Approved. • CSFM:7300-0075:0185. • MEA:72-01-E. Product Line Information NOTE:A"suffix indicates ULC-listed model. MMF-300(A): Monitor module. MMF-301(A): Monitor module, miniature. MMF-302(A): Monitor module,two-wire detectors. DF-52121:E•07/30/2015—Page 3 of 4 df-60379:A1 •E-400 CRF-300(A) Fire•LITUALarms Relay Module by Honeywell Addressable Devices General The CRF-300(A)Addressable Relay Module provides the sys- tem with a dry-contact output for activating a variety of auxil- iary devices, such as fans, door holders, dampers, control equipment, etc. Addressability allows the dry contact to be activated through panel programming,on a select basis. "�R LiteSpeedTm is a communication protocol developed by Fire•Lite Engineering that greatly enhances the speed of com- munication between analog intelligent devices. Intelligent devices communicate in a grouped fashion. If one of the devices within the group has new information, the panel CPU stops the group poll and concentrates on single points. The net effect is response speed greater than five times that of t, ""U,. other designs. „ Features • Built-in type identification automatically identifies these devices to the control panel. • Internal circuitry and relay powered directly by two-wire SLC loop. • Integral LED "blinks" green each time a communication is CRF-300(A) received from the control panel and turns on in steady red when activated. • High noise immunity(EMF/RFI). • Wide viewing angle of LED. • SEMS screws with clamping plates for wiring ease. Specifications • Direct-dial entry of address:01-159 for MS-9600(A)series Normal operating voltage: 15 to 32 VDC. panels,01 —99 on MS-92000DLS(A)and MS-9050UD(A). Maximum SLC current draw: 6.5 mA(LED on). Applications Average operating current: 230 pA direct poll (CLIP mode), 255 pA group poll(LiteSpeed mode)with LED flashing. The CRF-300(A)may be programmed to operate dry contacts EOL resistance: not used. for door holders,Air Handling Unit shutdown,etc.,and to reset four-wire smoke detector power. Temperature range: 320F to 120OF(0°C to 490C). Humidity range: 10%to 93%non-condensing. Construction Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x • The face plate is made of off-white heat-resistant plastic. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x • Controls include two rotary switches for direct-dial entry of 2.125"(5.398 mm)deep box. address setting. • The CRF-300(A)is configured for a single Class B(Style Y) Relay Contact Ratings or Class A(Style Z)Notification Appliance Circuit. Maximum Current • The CRF-300(A) provides two Form-C dry contacts that Load Description Application Voltage Rating switch together. Resistive Non-Coded 30 VDC 3.0 A Operation Resistive Coded 30 VDC 2.0 A Each CRF-300(A)uses one of the addresses on a SLC loop. It Resistive Non-Coded 110 VDC 0.9 A responds to regular polls from the control panel and reports its Resistive Non-Coded 125 VAC 0.9 A type and status, including the open/normal/short status of its Notification Appliance Circuit(NAC).The LED blinks with each Inductive(UR=5ms) Coded 30 VDC 0.5 A poll received.On command, it activates its internal relay. Inductive(UR=2ms) Coded 30 VDC 1.0 A NOTE:Open/short supervision is suspended with the CRF-300. Inductive(PF=0.35) Non-Coded 125 VAC 0.5 A Rotary switches set a unique address for each module. The address may be set before or after mounting. The built-in TYPE CODE(not settable)will identify the module to the con- trol panel,so as to differentiate between a control module and a relay module. df-60379:A1•08/04/09—Page 1 of 2 Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. • UL:S2424 • ULC:S2424 • FM approved • CSFM:7300-0075:185 • MEA:72-01-E Product Line Information CRF-300(A): Intelligent addressable relay module. : Intelligent addressable relay module,ULC listed model. SMB500:Optional surface-mount backbox. NOTE: For installation instructions, see document 156-1190-005 and refer to the SLC Wiring Manual,document 51309. LlteSpeedTM is a trademark and Fire•LiteO Alarms is a registered trademark of Honeywell International Inc. ©2009 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENGINEBINC 8 MANOFAC MIG All specifications are subject to change without notice. QUALITY SYSTEMS Made In the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—df-60379:A1•08/04/09 t DIAMOND SECURITY 16-2 SAWGRASS DRIVE BELLPORT, NY 11713 DIAMOND SECURITY GOODFRIEND NORTHFORK JAYEFF 16-2 SAWGRASS DRIVE 65 COMMERCE DRIVE BELLPORT, NY 11713 CUTCHOGUE , NY 11935 USA GOODFRIEND NORTHFORK JAYEFF Account: A642831 65 COMMERCE DRIVE From: 12/07/23 at 09: 00 CUTCHOGUE , NY 11935 USA To: 12/07/23 at 11: 00 PANEL TYPE: Site phone: (732) 223-5320 Date Time Signal Information ' Account: A642831 -------'- -------- ----------------------------------------------------------- 09 : 01: 03 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318499767 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318499767 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 09 : 01: 09 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 09 : 01: 13 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 09 : 01 :15 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 09 : 01: 19 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 09 : 01 : 23 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 09 : 10 : 09 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6315456107 SIGNAL RECEIVED: (CALLH)- CALLH CALLER ID 6315456107 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 09 : 44: 39 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267181 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267181 SIGNAL RECEIVED: (E111 ) E111 3 00 FIRE-SMOKE DETECTOR - AREA 00 ELEVATOR 2 LOBBY SMO ELEVATOR 2 LOBBY SMOKE 09 : 45: 05 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318422231 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318422231 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 2 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- 09 : 45: 06 SIGNAL RECEIVED: ' (R111 ) R111 3 00 1 RESTORE SMOKE AREA 00 09 : 45:11 SIGNAL RECEIVED: (E113 ) E113 161 0.0 FIRE-WATER FLOW - AREA-00 DRY SYSTEM WATERFLOW 09 : 45:15 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 09 : 45:16 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 09 :45:21 SIGNAL RECEIVED: . (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 09 :45 : 24 SIGNAL RECEIVED: (R200 ) R200 164 00- RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 09 : 45 : 28 SIGNAL RECEIVED: (E321 ) E321 0 00 09 : 45 : 28 BELL 1 TROUBLE(NOTIFY) AREA 00 09 : 45: 32 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 09 : 45: 34 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 09 : 45: 38 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00; 09 : 46 :13 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6106662950 SIGNAL RECEIVED: (CALLH) CALLH1 CALLER ID 6106662950 SIGNAL RECEIVED: (E111 ) E111 5 00 FIRE-SMOKE DETECTOR - AREA 00 ELEVATOR 2 ROOM SMOK ELEVATOR 2 ROOM SMOKE 09 : 47: 00 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318499870 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318499870 SIGNAL RECEIVED: (R111 ) R111 5 00 RESTORE SMOKE AREA 00 09 : 47: 03 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 09 : 47: 08 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 09 : 47: 09 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 09:47:12 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY -• AREA 00 MAIN TAMPER 2 09 : 47:17 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 09 : 47 : 21 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 1 09 : 47 : 24 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 09 : 47:26 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 3 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- 09 :47 : 31 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 09 : 47: 35 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 09 :48 : 07 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267293 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267293 SIGNAL RECEIVED: (E114 ) E114 6 00 FIRE-HEAT SENSOR - AREA 00 ELEVATOR 2 ROOM HEAT DE ELEVATOR 2 ROOM HEAT DET. 09 :48 :46 SIGNAL RECEIVED: (CALLN) CALLN 09 : 48 :46 NON-VALID CALLER ID 6318499959 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318499959 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 09: 48 :48 SIGNAL RECEIVED: (R114 ) R114 6 00 RESTORE HEAT AREA 00 09 : 48 : 52 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 09 : 48 :56 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 09 : 48 : 57 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 09 : 49 : 03 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 09 : 49 : 05 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 09 : 49: 09 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 09 : 49:13 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 09 : 49:15 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 09 : 49:19 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 09 : 50 :45 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6106665024 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6106665024 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 09 : 51:46 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267104 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267104 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 09 : 53 :12 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267145 SIGNAL RECEIVED: (CALLH) CALLH J 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 4 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- CALLER ID 6312267145 SIGNAL RECEIVED: (E111 ) E111 15 00 FIRE-SMOKE DETECTOR - AREA 00 2ND FLR ELEVATOR 2 L 2ND FLR ELEVATOR 2 LOBBY SMOKE 09 :53 : 39 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6106662691 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6106662691 09 :53 : 39 SIGNAL RECEIVED: (R111 ) R111 15 00 RESTORE SMOKE AREA 00 09 :53 :42 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 09 :53 :44 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 09 :53 :48 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 09 :53 :51 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 09 : 53 :54 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 09 : 53 :57 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 09 : 54: 01 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 09 : 54: 05 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 09 : 54: 07 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 09 : 54:11 SIGNAL RECEIVED: • (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 09 : 55: 00 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267298 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID ,6312267298 SIGNAL RECEIVED: (E115 ) E115 182 00 FIRE-PULL STATION - AREA 00 2ND FL STAIR 2 PULL ST 2ND FL STAIR 2 PULL STATION 09 : 56 : 09 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318499966 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318499966 SIGNAL RECEIVED: (E111 ) E111 14 00 FIRE-SMOKE DETECTOR - AREA 00 STAIRWELL 2 SMOKE 09 : 56 :13 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 09 : 57: 06 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267207 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267207 SIGNAL RECEIVED: (E115 ) E115 169 00 FIRE-PULL STATION - AREA 00 STAIRWELL 2 EXIT PULL STAIRWELL 2 EXIT PULL STATION 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 5 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- 09 : 58 : 36 AUDIT DETAILS FOR Zone/Signal Information Submitted Via Matrix Non Queued ZONE-2ND FL STAIR 1 PULL STATION FIRST ZONE CHANGED FROM 183 TO 188 09 :58 : 36 Submitted Via Matrix Non Queued ZONE-2ND FL STAIR 1 PULL STATION SECOND-DELAY-CODE CHANGED FROM " " TO 307651 09: 58 : 49 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267104 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267104 SIGNAL RECEIVED: (Bill ) Bill 2 00 FIRE-SMOKE DETECTOR - AREA 00 SPRINKLER ROOM SMOKE 10 : 00 : 09 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318422832 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318422832 SIGNAL RECEIVED: (E115 ) E115 170 00 FIRE-PULL STATION - AREA 00 ELEVATOR 2 LOBBY PULL ELEVATOR 2 LOBBY PULL STATION 10 : 00 :12 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 : 00 :16 SIGNAL RECEIVED: (R115 ) R115 169 00 RESTORE PULL STATION AREA 00 10 : 00 :20 SIGNAL RECEIVED: (R115 ) R115 182 00 RESTORE PULL STATION AREA 00 10 : 00 :23 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 10 : 00 : 25 SIGNAL RECEIVED: (R115 ) R115 170 00 RESTORE PULL STATION AREA 00 10 : 00 : 29 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 : 00 : 33 SIGNAL RECEIVED: (Rill ) R111 14 00 RESTORE SMOKE AREA 00 10 : 00 : 37 SIGNAL RECEIVED: (Rill ) R111 2 00 RESTORE SMOKE AREA 00 10 : 00 : 39 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY' - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 : 00 :42 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 10 : 00 :47 SIGNAL RECEIVED: (Bill ) Bill 1 00 FIRE-SMOKE DETECTOR - AREA 00 FACP ROOM SMOKE 10 : 00 :50 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 10 : 00 :54 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 10 : 00 :57 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 10 : 01: 00 SIGNAL RECEIVED: (RUNSY) ACCNT RUNAW RNWY LVL-SYS - A642831 100 SIGS IN 30 MIN SIGNAL RECEIVED: (E322 ) E322 0 00 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 6 / Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- 10 : 01: 00 BELL 2 TROUBLE(NOTIFY) AREA 00 10 : 01: 03 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 10 : 01: 06 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 10 : 02: 09 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267293 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267293 SIGNAL RECEIVED: (E115 ) E115 175 00 FIRE-PULL STATION- AREA 00 EAST EXIT PULL STATION 10 : 02:13 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 : 02:17 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 : 02:45 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6106662684 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID -6106662684 SIGNAL RECEIVED: (E115 ) E115 177 00 FIRE-PULL STATION - AREA 00 REAR MIDDLE EXIT PULL REAR MIDDLE EXIT PULL STATION 10 : 04: 35 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6106662784 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6106662784 10 : 04: 36 SIGNAL RECEIVED: (E115 ) E115 179 00 FIRE-PULL STATION - AREA 00 WEST EXIT PULL STATION 10 : 05 : 13 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318420250 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318420250 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 : 05 :17 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 : 05 :21 SIGNAL RECEIVED: (E111 ) E111 13 00 FIRE-SMOKE DETECTOR - AREA 00 ELEVATOR 1 LOBBY SMO ELEVATOR 1 LOBBY SMOKE 10 : 05:56 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267139 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267139 SIGNAL RECEIVED: (E115 ) E115 180 00 FIRE-PULL STATION - AREA 00 ELEVATOR 1 LOBBY PULL ELEVATOR 1 LOBBY PULL STATION 10 : 05:58 SIGNAL RECEIVED: (R111 ) R111 1 00 RESTORE SMOKE AREA 00 10 : 06 : 02 SIGNAL RECEIVED: (R115 ) R115 175 00 RESTORE PULL STATION AREA 00 10 : 06 : 06 SIGNAL RECEIVED: (E113 ) E113 161 00 10 : 06 : 06 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 10 : 06 :11 SIGNAL RECEIVED: (R115 ) R115 177 00 RESTORE PULL STATION AREA 00 SIGNAL RECEIVED: (R115 ) R115 179 00 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 7 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- RESTORE PULL STATION AREA 00 10 : 06 :16 SIGNAL RECEIVED: (R115 ) R115 180 00 RESTORE PULL STATION AREA 00 10 : 06 :20 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 : 06 :23 SIGNAL RECEIVED: (R111 ) R111 13 00 RESTORE SMOKE AREA 00 10 : 06 :25 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 : 06 : 29 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 10 : 06 : 33 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 10 : 06 : 37 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 10 : 06 : 39 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 10 : 06 : 43 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 10 : 06 :47 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 10 : 06 :50 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 10 :'08 : 29 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267350 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267350 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 : 11: 03 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6315984448 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6315984448 SIGNAL RECEIVED: (E111 ) E111 11 00 FIRE-SMOKE DETECTOR - AREA 00 ELEVATOR 1 ROOM SMOK ELEVATOR 1 ROOM SMOKE 10 : 11:45 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267218 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267218 SIGNAL RECEIVED: (E114 ) E114 10 00 FIRE-HEAT SENSOR - AREA 00 ELEVATOR 1 ROOM HEAT DE ELEVATOR 1 ROOM HEAT DET. 10 :11:49 SIGNAL RECEIVED: (R114 ) R114 10 00 10 :11:49 RESTORE HEAT AREA 00 10 :11:52 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 : 11:56 SIGNAL RECEIVED: (R111 ) R111 11 00 RESTORE SMOKE AREA 00 10 : 12: 00 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 12/07/23 A 1 1 . A c t i v i t y R e p o r t Page: 8 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- 10 : 12: 02 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 10 : 12: 06 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 : 12:10 SIGNAL RECEIVED: (E200 ), E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 10 : 12:12 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 10 :12:18 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 10 :12:20 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 10 :12:24 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 :12:27 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE• BELL 1 TROUBLE(RSTR) AREA 00 10 : 12 : 30 SIGNAL RECEIVED: (E114 ) E114 , 10 �00 FIRE-HEAT SENSOR - AREA 00 ELEVATOR 1 ROOM HEAT DE ELEVATOR 1 ROOM HEAT DET. 10 :12: 33 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 10 : 12: 38 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 : 12: 42 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 :12:43 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 10 :12:48 SIGNAL RECEIVED: (R114 ) R114 10 00 RESTORE HEAT AREA 00 10 :12:51 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 :12:56 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA- 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 :13 : 00 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 ' 10 : 13 : 01 SIGNAL RECEIVED: (R200 ) R200 164. 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 10 :13 : 05 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP 10 :13 : 05 MAIN TAMPER 2 10 : 13 : 09 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 10 : 13 : 14 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 10 : 13 : 15 SIGNAL RECEIVED: (R321 ) R321 0 00 .RESTORE BELL 1 TROUBLE(RSTR) AREA 00 10 : 13 :21 SIGNAL RECEIVED: (R322 ) R322 0 00 , RESTORE BELL 2 TROUBLE(RSTR) AREA 00 10 : 14: 56 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318420253 SIGNAL RECEIVED: (CALLH) CALLH 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 9 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- CALLER ID 6318420253 SIGNAL RECEIVED: (E111 ) E111 25 00 FIRE-SMOKE DETECTOR - AREA 00 2ND FL ELEV 1 LOBBY 2ND FL ELEV 1 LOBBY SMOKE 10 :14: 58 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 :15 : 02 SIGNAL RECEIVED: (R111 ) R111 25 00 RESTORE SMOKE AREA 00 10 :15: 06 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 :15:11 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 :15:16 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE SUPERVISORY - AREA 00 MAIN TAMPER 2 10 :15:20 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 10 :15:23 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 10 : 15:27 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 : 15:29 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 10 :15: 33 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 10 : 15: 36 SIGNAL RECEIVED: (E115 ) E115 188 00 FIRE-PULL STATION - AREA 00 2ND FL STAIR 1 PULL ST 2ND FL STAIR 1 PULL STATION 10 : 15 :41 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 10 : 15 : 43 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 10 : 15:47 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 : 15 : 50 SIGNAL RECEIVED: (R333 ) R333 0 00 10 : 15 : 50 RESTORE EXPANSION MOD FAILURE AREA 00 10 :16 : 50 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318420923 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318420923 SIGNAL RECEIVED: (E111 ) E111 26 00 FIRE-SMOKE DETECTOR - AREA 00 STAIRWELL 1 SMOKE 10 :17:26 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318422058 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318422058 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 : 17:29 SIGNAL RECEIVED: (E115 ) E115 181 00 FIRE-PULL STATION - AREA 00 STAIRWELL 1 EXIT PULL STAIRWELL 1 EXIT PULL STATION 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 10 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- 10 :21: 01 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267181 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267181 10 : 21: 02 SIGNAL RECEIVED: (R115 ) R115 188 00 RESTORE PULL STATION AREA 00 10 : 21: 05 SIGNAL RECEIVED: (R115 ) R115 181 00 RESTORE PULL STATION AREA 00 10 :21: 09 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 : 21:11 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 10 :21:15 SIGNAL RECEIVED: (R111 ) R111 26 00 RESTORE SMOKE AREA 00 10 :21:19 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 :21:21 SIGNAL RECEIVED: (E200 ) E200 189 00 FIRE 'SUPERVISORY - AREA 00 MAIN TAMPER 2 10 : 21 : 25 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 10 : 21:29 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 10 : 21 : 33 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 10 : 21 : 36 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 10 : 21: 38 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 :21:43 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 10 :21:46 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 10 :21:50 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 :21:52 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 :23 : 08 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318499955 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318499955 SIGNAL RECEIVED: (E333 ) E333 0 00 EXPANSION MODULE FAILURE AREA 00 10 : 23 :12 SIGNAL RECEIVED: (R333 ) R333 0 00 RESTORE EXPANSION MOD FAILURE AREA 00 10 : 30 :16 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312267176 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312267176 SIGNAL RECEIVED: (E200 ) E200 162 00 FIRE SUPERVISORY - AREA 00 LOW PRESSURE SUPERVISOR LOW PRESSURE SUPERVISORY 10 : 31: 32 SIGNAL RECEIVED: (CALLN) CALLN 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 11 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- NON-VALID CALLER ID 6315984375 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6315984375 SIGNAL RECEIVED: (R200 ) R200 189 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 MAIN TAMP MAIN TAMPER 2 10 : 37: 04 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318425279 10 : 37: 05 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318425279 SIGNAL RECEIVED: (E200 ) E200 162 00 FIRE SUPERVISORY - AREA 00 LOW PRESSURE SUPERVISOR LOW PRESSURE SUPERVISORY 10 : 37: 08 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 : 37:10 SIGNAL RECEIVED: (R200 ) R200 162 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 LOW PRESS LOW PRESSURE SUPERVISORY 10 : 37:14 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 10 : 37:18 SIGNAL RECEIVED: (E200 ) E200 162 00 FIRE SUPERVISORY - AREA 00 LOW PRESSURE SUPERVISOR LOW PRESSURE SUPERVISORY 10 : 37: 22 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 : 37 :24 SIGNAL RECEIVED: (R200 ) R200 162 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 LOW PRESS LOW PRESSURE SUPERVISORY 10 : 37:27 SIGNAL RECEIVED: (R321 ) R321 0 00 10 : 37:27 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 10 : 37: 32 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 10 : 46 : 36 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6315456157 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6315456157 SIGNAL RECEIVED: (R200 ) R200 162 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 LOW PRESS LOW PRESSURE SUPERVISORY 10 : 47:44 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312265105 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312265105 SIGNAL RECEIVED: (E113 ) E113 160 00 FIRE-WATER FLOW - AREA 00 MAIN SYSTEM WATERFLOW 10 :48 :21 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6315.456157 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6315456157 SIGNAL RECEIVED: (R113 ) R113 160 00 RESTORE WATERFLOW AREA 00 10 : 48 :24 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE 12/07/23 A 1 1 A c t i v i t y R e p o r t Page: 12 Date Time Signal Information Account: A642831 -------- -------- ----------------------------------------------------------- DRY SYSTEM TAMPER SUPERVISORY 10 : 48 :29 SIGNAL RECEIVED: (E200 ) E200 164 00 FIRE SUPERVISORY - AREA 00 DRY SYSTEM TAMPER SUPER DRY SYSTEM TAMPER SUPERVISORY 10 :53 :26 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6312264959 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6312264959 SIGNAL RECEIVED: (R200 ) R200 164 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 DRY SYSTE DRY SYSTEM TAMPER SUPERVISORY 10 :55 :54 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6318421538 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6318421538 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW 10 :55:58 SIGNAL RECEIVED: (E200 ) E200 162 00 FIRE SUPERVISORY - AREA 00 LOW PRESSURE SUPERVISOR LOW PRESSURE SUPERVISORY 10 :56 : 02 SIGNAL RECEIVED: (R200 ) R200 162 00 RESTORE FIRE SUPERVISORY (RST) - AREA 00 LOW PRESS LOW PRESSURE SUPERVISORY 10 : 57: 23 SIGNAL RECEIVED: (CALLN) CALLN NON-VALID CALLER ID 6106503198 SIGNAL RECEIVED: (CALLH) CALLH CALLER ID 6106503198 10 : 57 : 23 SIGNAL RECEIVED: (E113 ) E113 160 00 FIRE-WATER FLOW - AREA 00 MAIN SYSTEM WATERFLOW 10 : 57: 25 SIGNAL RECEIVED: (R113 ) R113 160 00 RESTORE WATERFLOW AREA 00 10 : 57:29 SIGNAL RECEIVED: (R113 ) R113 161 00 RESTORE WATERFLOW AREA 00 10 :57: 32 SIGNAL RECEIVED: (E113 ) E113 160 00 FIRE-WATER FLOW - AREA 00 MAIN SYSTEM WATERFLOW 10 :57: 37 SIGNAL RECEIVED: (E113 ) E113 161 00 FIRE-WATER FLOW - AREA 00 DRY SYSTEM WATERFLOW New York State Fire Sprinkler Code 2016 8.15.3.2 Noncombustible Construction 8.15.3.2.1 In noncombustible stair shafts having noncombustible stairs with noncombustible or limited-combustible finishes,sprinklers shall be installed at the top of the shaft and under the first accessible landing above the bottom of the shaft. 8.1 5.3.2.2 Where noncombustible stair shafts are divided by walls or doors,sprinklers shall be provided on each side of the separation. 8.1 5.3.2.3 Sprinklers shall be installed beneath landings or stairways where the area beneath is used for storage. 8.1 5.3.2.3.1 Sprinklers shall be permitted to be omitted from the bottom of the stairwell when the space under the stairs at the bottom is blocked off so that storage cannot occur. 8.15.3.2.4 Sprinklers shall be permitted to be omitted from exterior stair towers when the exterior walls of the stair tower are at least 50 percent open and when the stair tower is entirely of noncombustible construction. Exported by QUpCodes https://up.codes New York State Fire Sprinkler Code 2016 8.15.3.2 Noncombustible Construction 8.15.3.2.1 In noncombustible stair shafts having noncombustible stairs with noncombustible or limited-combustible finishes,sprinklers shall be installed at the top of the shaft and under the first accessible landing above the bottom of the shaft. 8.15.3.2.2 Where noncombustible stair shafts are divided by walls or doors,sprinklers shall be provided on each side of the separation. 8.15.3.2.3 Sprinklers shall be installed beneath landings or stairways where the area beneath is used for storage. 8.1 5.3.2.3.1 Sprinklers shall be permitted to be omitted from the bottom of the stairwell when the space under the stairs at the bottom is blocked off so that storage cannot occur. 8.1 5.3.2.4 Sprinklers shall be permitted to be omitted from exterior stair towers when the exterior walls of the stair tower are at least 50 percent open and when the stair tower is entirely of noncombustible construction. Exported by Q UpCodes https://up.codes BLOG FORUM THE TOOLKIT UNIVERSITY PE EXAM LOGIN PRICING OUR CAUSE CART(0) When are Sprinklers Omitted in Electrical Rooms? Search 7/17/2019 It is a popular and well-established concept that water and electricity don't mix. Water is electrically conductive which creates a major hazard of electrocution where a continuous pool of water meets a live electrical feed. Can We Omit Sprinklers in Electrical Rooms? On a few occasions I have come across building authorities and building owners who assume that sprinklers will not be installed inside traditional electrical rooms. Why?The basic tenant that water and electricity don't mix. While the concept is important,the intent of sprinkler protection throughout a building is not just for each item within a building,but the building itself. The primary intent of sprinklers is suppression—or stated differently—to prevent the growth of fire from the room of origin throughout a building.This includes all the rooms and spaces beyond just the electrical room where a fire could begin. This week I'm digging into guidance surrounding electrical rooms. ,P q7d3z a 0 E I G r S T U I O A R C $ I T E C T U R E DATE: August 18,2022 INVOICE NUMBER: DS.440 PROJECT NO.: 22-012 TO: Diamond Security Inc. 16 Sawgrass Drive, Suite 2 Bellport,New York 11713 ATTENTION: Mr. Thomas G.Parente President REGARDING: North Fork Self Storage 65 Commerce Drive Southold,New York TASK DESCRIPTION: Prepared the Fire Alarm plan. Submit three(3)signed and sealed print copies of the Fire Alarm plans. FEE: Professional Fee $350.00 Payment for services rendered is due upon presentation of Invoice. I hereby certify that KG Design Studio Architecture, P.C. has performed the work, as described above, in good faith and as requested. 0 Keith J. u 'ck,A.I.A. KG Design Studio Architecture,P.C. Federal I.D.Number:26-2291033 A U G 2 5 2022 18 Willett Avenue Sayville, New York 1 1 782 g 16-647-5948 kgurnick@gmail.com e oo�g�fFOlk�� ' TOWN OF SOUTHOLD—FIRE MARSHAL 54375 MAIN ROAD P. O. BOX 11791 SOUTHOLD,NY 11971-0959 OFFICE(631) 765-1802 FAX(631) 765-9502 FIRE ALARM SYSTEM CERTIFICATE OF FITNESS AND TESTING WARNING:NOTIFY ALL OCCUPANTS AND ANY AGENCIES WHO MIGHT RESPOND BEFORE TESTING SYSTEM. FAILURE TO DO SO MAY RESULT IN LEGAL ACTION AGAINST THE INSPECTOR. ESTABLISHMENT NAME: �-` - DATE: �'� - — 3 e ADDRESS: 67s ��.,�,1 �c� C� ,.r,5��,�cJy �/�3� FIRE DISTRICT: NAME OF OWNER/AGENT PRESENT: L--" HAS OCCUPANCY CHANGED SINCE LAST VISIT? YES ❑ NO ❑ NATURE OF INSPECTION/TESTING/MAINTENANCE: ` NAME OF CENTRAL STATION: _ �e�j J Q p / jO PHONE#TO CENTRAL STATION:631_p73 0-6 900 TYPE OF SYSTEM: MANUAL❑ AUTOMATIC VVOICE EVACUATION❑ OTHER❑ CENTRAL STATION❑ REMOTE❑ PROPRIETARY❑ AUX❑ Carbon Monoxide Integrated: Yes ❑ No LIST ANY/ALL DEFICIENCIES WERE THESE DEFICIENCIES CORRECTED?YES NO IF NOT,WHY? CERTIFICATION: I,,AN EMPLOYEE OF THE INSPECTING FIRM LISTED BELOW,DO HEREBY CERTIFY THAT THE ALARM SYSTEM DESCRIBED ABOVE WAS INSPECTED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF NFPA 72(2016 VERSION),PARTICULARLY CHAPTER 7 AS WELL AS TABLE 10.4.3&SECTION 10.6.2 OF NFPA 72.THIS CERTIFICATION DOES NOT IMPLY THAT ITEMS REQUIRING DAILY,WEEKLY,MONTHLY,OR QUARTERLY-INSPECTION OR TESTING WERE PERFORMED AT THE SPECIFIED INTERVALS,BUT'DOES IMPLY ALL SUCH ITEMS WERE INSPECTED OR TESTED AND APPEAR TO FUNCTION AS NOTED IN THIS CERTIFICATION AT THE TIME OF INSPECTION.I CERTIFY THAT THIS INSPECTION HAS BEEN PROPERLY CONDUCTED AND ALL OF THE ABOVE STATEMENTS ARE'TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. INSPECTING FIRM INFORMATION COMPANY NAME: _I aox `-j--- C I� C NYS LICENSE NUMBER: f U L f 3 COMPANY ADDRESS: I JQ 11t� P� PHONE: 6 3 1 7 7 S- 7cS INSPECTOR'S NAME: SIGNATURE _ DATE: ORIGINAL COPY WITH SIGNATURE IS TO BE SUBMITTED TO THE TOWN OF SOUTHOLD FIRE MARSHAL. A COPY IS TO BE LEFT ON SITE AT THE FIRE ALARM PANEL. OFFICE USE ONLY: DATE RECEIVED FIRE ALARM SYSTEM RECORD OF COMPLETION To be completed by the system installation contractor at the time of system acceptance and approval. 1. Protected Property Information Name of property: �/ OoGt edlCl �Grlt��o/�______.. _ ---•--_.—_.._. Address: �S t�C3�/J7 -Ff�412— - f' Description of property: - Occupancy type: ------- --------------- ----- _. Name of property representative: --._. .__.._. �._.✓�_ -.. __a�-. ._-. ems/'` Address: Phone: Fax: --- -------- ..._._._.- -------- E-mail: Authority having jurisdiction overlhis property: Phone: �J E-mail: 2. Fire Alarm System Installation,Service, and TeI g Information Installation contractor for this equipment: �j�sylb Address: /to_ . SCL(..,19 f'Q SS �� �------- --- -- -��-•--__--------- ----- --------------- - - -.. .- ..St,Vk- �,. &fllo�lf , �-� ._ If7�3 Phone:�r/` 77S`7S'�D 7 _ 1. ... ._.y. . Fax: 7 5 7SeI E-mail: /Yt /Cf 10/1c�S-eCL/.r�I���G�U_ C oNl - - ��-_.. w ._. _. Service organization for this equipment: Address: Phone: Fax: E-mail: Location of as-built drawings: G a,l' Location of Historical Test Reports: O0 01l Location of system operation and maintenance manuals: o �d A contract for test and inspection in accordance with NFPA standards is in effect as of — Contracted testing company: ovl lc G U lr4 Address: Phone: Fax: E-mail: Contract expires: Contract number. _ Frequency of routine inspections: 3. Type of Fire Alarm System or Service NFPA 72®Chapter Reference of System Type: Name of organization receiving alarm signals with/phone numbers(rfapplicable): i p Alarm: s ll/ewil e_ conx q1 S ��� - Phone: �3( `��� 6 ` C)0 Supervisory: Phone: Trouble: Phone: Entity to which alarms are retransmitted: Phone: _ XOO Method of retransmission of alarms to that organization or location: NFPA 72, Fig.4.5.2.1 (p. 1 of 5) Copyright©2009 National Rre Protection Association.This form may be copied for Individual use other than for resale.it may not be copied for commercial sale or distribution. M f If Chapter 8,note the means of transmission from the protected premises to the central station: ❑Digital alarm communicator [IMcCulloh ❑Multiplex [I 2-wayradio 0�ay radio ❑N/A If Chapter 9,note the type of connection: [f��ocal energy ❑Shunt ❑N/A 3.1 System Software Operating system(executive)software revision level: Site-specific software revision date: Revision completed by: 4. Signaling Line Circuits Characteristics of signaling line circuits connected to this system(see NFPA 72® Table 6.61): Quantity: 1 Style: Class: �3 5. Alarm-Initiating Devices and Circuits Characteristics of initiating device circuits connected to this system(see NFPA 72® Table 6 S): Quantity: ? _ Style: _ Class: 5.1 Manual Initiating Devices 5.1.1 Manual Pull Stati s Number of manual pull stations: Type of devices: Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A 5.2 Automatic Initiatiing Devices 5.2.1 Area Smoke Detectors Number eartial oke detectors: _ 13 _ Type of coverage: ❑Co a area area ❑Nonrequired partial area ❑N/A Type of devices: ddressable ❑Conventional ❑Coded ❑Transmitter ❑N/A Type of smoke detector sensing technology: ❑Ionization hotoelectric 5.2.2 Duct Smoke Detectors Number of duct smoke detectors: _ Type of coverage: A IL �!-hGs Type of devices:-UAIddressable ❑Conventional ❑Coded ❑Transmitter ❑N/A Type of smoke detector sensing technology: ❑Ionization QP otoelectric 5.2.3 Heat Detectors Number of heat detectors: Type of coverage: ❑Complete area [DAI�artial area ❑Nonrequired partial area ❑N/A Type of devices: Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A 5.2.4 Sprinkler W=sable Detectors Number of waterflow detectors: r Type of devices: ❑Conventional ❑Coded ❑Transmitter ❑N/A 5.2.5 Alarm Verification Number of devices subject to alarm verification: Alarm verification on this system is:❑Enabled tsabled ❑Set for seconds_ 6. Supervisory Signal-Initiating Devices and Circuits 6.1 Sprinkler System Number of valve supervisory switches: Type of devices: ["d essable ❑Conventional ❑Coded ❑Transmitter ❑N/A NFPA 72, Fig.4.5.2.1 (p.2 of 5) Copyright©2009 National Fire Protection Association.This form maybe copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 6.2 Fire Pump Type of fire pump: ❑Electric ❑Diesel Type of fire pump supervisory devices: ❑Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A Fire Pump Functions Supervised ❑Fire pump power ❑Fire pump running ❑Fire pump phase reversal ❑Selector switch not in auto ❑Engine or control panel trouble ❑Low fuel Other. 6.3 Engine-Driven Generator Type of generator supervisory devices: ❑Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A ❑Engine or control panel trouble ❑Generator running ❑Selector switch not in auto ❑Low fuel Other: 7. Annunciators - 7.1 Annunciat ❑Local emote Type: ddressable ❑Directory ❑Graphic ❑N/A Location: 7.2 Annunciator 2 ❑Local ❑Remote Type:❑Addressable ❑Directory ❑Graphic ❑N/A Location: 7.3 Annunciator 3 ❑Local ❑Remote Type:❑Addressable ❑Directory ❑Graphic ❑N/A Location: 8. Alarm Notification Devices and Circuits 8.1 Emergency Voice Alarm Service Number of single voice alarm channels: _ Number of multiple voice alarm channels: Number of speakers: Number of speaker zones: 8.2 Telephone Jacks Number of telephone jacks installed: Number of telephone handsets stored on site: Type of telephone system installed: ❑Electrically powered ❑Sound powered ❑N/A - 8.3 Nonvoice Audible System Characteristics ofnotification device circuits connected to this system(see NFPA 72® Table 6.5): Quantity: - Q ty _..__..._.. __..... Style: Class: 8.4 Types and Quantities of Nonvoice Notification Appliances Installed Bells: With visual device: Homs: 1 With visual device: Chimes- _ With visual device: Bells: With visual device: Visual devices without audible devices: Other(describe): NFPA 72, Fig.4.5.2.1 (p.3 of 5) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 9. Emergency Control Functions Activated ❑Hold-open door releasing devices ❑Zevator management or smoke control ❑Door unlocking recall ❑Other 10.System Power Supply 10.1 Primary Power Nominal voltage: ✓ Amps: Overcurrent protection: Type: 1J ^ n� ,r--- - Amps' Location(of primary supply panelboard): t��� lZ7.Q.'�l_.__.___ ___...___.__._..--_ _---_-- - -• Disconnecting means location: G.P _e' - )0 10.2 Secondary Power Location:lC1 Type: � a C Nominal voltage: 6✓ Current rating: �V - - Number of standby batteries: r� Amp hour rating: Location of emergency generator. Location of fuel storage: Calculated capacity of secondarypower to drive the system 0 In standby mode: A In alarm mode: 11.Record of System Installation Fill out after all installation is complete and wiring has been checked for opens,shorts,ground faults,and improper branching, but before conducting operational acceptance tests. ThZFPm has been installed in accordance with the following NFPA standards:(Note any or all that apply.)720 DIM 70®Article 760 published instructions ❑Other(please specify): System deviations from referen NFPA standards: Signed: _ ---__-_--- -- --,---�------ Printed name: 17.4fijfYjas Organization:P414M My Title: Phone: 75 X 12. Record of System Operation All operatio al features and functions of this system were tested by or in the presence of the signer shown below,on the date shown ow,and were found to be operating properly' -accordance with the requirements of �r�;a�ni 72" - FPA 70®Article 760 tr's published instructions ❑Other(please specify): cumentat' n in accord ce wi Inspection and Testing Form(Figure 10.6.2.3 of/NFPA 72'-")is attached Signed: Printed name: %"�;Mas Date: Organization: iGr10 GUrI Title: /-e—GV`^ Phone: NFPA 72, Fig.4.5.2.1 (p.4 of 5) Copyright©2009 National Fire Protection Association.This form maybe copied for individual use other than for resale.it may not be copied for commercial sale or distribution. 13.Certifications and Approvals 13.1 System Installation Contractor This system as ecified here' has been installed and tested according to all NFPA standards cited herein. Signed: — - _.. _.-.. _ Printed name:� ,111 S /gC'z*1� ` Date: Organization: O -GU fi�vl Title: / (1_ _ _ Phone: j�-77S^�S� 13.2 System Service Contractor f This system as specified hnerpip has been installed and tested according to all N qA standards cited herein. Signed: ` / _ - Printed name: �I6a►QS Date: 3 Organization: %QlhOrc; ,[vf/ / Title: �cn ���_ 7-IJd Phone: 7 S 13.3 Central Station This system as specified herein will be monitored according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: ----- -- -- -- ------•-- _ Phone: 13.4 Property Representative I accept this syste as ha ' g �illed and tested to its specification d all NFPlandords cited herein. �. Signed:o .._ - Printed name: 7 ��ate: Organization: Title: Phone: 13.5 Authority Having Jurisdiction I have witnessed a satisfactory acceptance test of this system and find it to be installed and operating properly in accordance with its approved plans and specifications,its approved sequence of operations,and with all NFPA standards cited herein. Signed: _._..--. Printed name: - - _.._ Date: Organization: Title: Phone: NFPA 72, Fig.4.5.2.1 (p.5 of 5) Copyright©2009 National Fire Protection Association.This form maybe copied for individual use other than for resale.It may not be copied for commercial sale or distribution. Nunemaker, Amanda From: Easton,James Sent: Tuesday,January 25, 2022 4:22 PM To: Nunemaker,Amanda Subject: North Fork Self Storage - Emergency Responder Radio Coverage&Security Gates Amanda, The proposed North Fork Self Storage building is required to be evaluated for emergency responder radio coverage as outlined in Section 510 of the 2020 NYS Fire Code. Building owners and designers must take the necessary steps for the testing, design and installation of any required emergency responder radio system prior to the issuance of a CO. All security gates giving access to the fire department/emergency services shall comply with NYS Fire Code 503.6 and Appendix D 103.5. Were security gates are installed, they shall have an approved means of emergency operation. The security gates and the emergency operation shall be maintained operational at all times. Electric gate operators, where provided, shall be listed in accordance with UL 325. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F2200. Thanks, James Easton Fire Marshal, Town of Southold o�oSufFoc,rc JamesE@southoldtownU.gov (W)631-765-1802 0 PRIVELEGED AND CONFIDENTIAL COMMUNICATION CONFIDENTIALITYNOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please notes the sender immediately by e-mail and delete the original message. 1 1020.2 Width and Capacity ILLUSTRATION The required capacity of corridors shall be determined as specified in Section 1005.1,but the minimum width shall be not less than that specified in Table 1020.2. Exception:In Group 1-2 occupancies,corridors are not required to have a clear width of 96 inches(2438 mm)in areas where there will not be stretcher or bed movement for access to care or as part of the defend-in-place strategy.- TABLE 1020.2 MINIMUM CORRIDOR WIDTH OCCUPANCY MINIMUM WIDTH (inches) Any facility not listed in this table 44 Access to and utilization of mechanical,plumbing or electrical systems or equipment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 In Group E with a corridor having an occupant load of 100 or more 72 In corridors and areas serving stretcher traffic in ambulatory care facilities 72 Group 1-2 in areas where required for bed movement 96 For SI:1 inch=25.4 mm. 1015.5 Aisles in Other Than Assembly spaces and Groups B an M In other than rooms or spaces used for assembly purposes and Group B and M occupancies,the minimum clear aisle capacity shall be determined by Section 1005.1 for the occupant load served,but the width shall be not less than that required for corridors by Section 1020.2. Exception:Nonpublic aisles serving less than 50 people and not required to be accessible by Chapter 11 need not exceed 28 inches(711 mm)in width. 1005.3.2 Other Egress Components ILLUSTRATION The capacity,in inches,of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch(5.1 mm)per occupant. Exceptions: 1. For other than Group H and 1-2 occupancies,the capacity,in inches,of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch(3.8 mm)per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2. 2.Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909. 3. Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. ALL ISLAND TESTING ASSOCIATES, INC. NYC_DOB Lab#84 75B Pine Aire Drive, Bay Shore, NY 11706 Phone(631)273-5717, Fax(631)'273-2457 N120520 December 5, 2020 CLIENT: Nicolia Industries 482 Grand Blvd Westbury, NY 1159.0 PROJECT: House Mixes/Quality Control (2020) REQUIRED fcr, 3000, 3500, 4000 & 4500 PSI in Accordance with ACI TYPE: Conventional, MRWR, A/E, Wallingford CONCRETE SUPPLIER: Nicolia/Elm -------------------------------------- The following materials were submitted by the concrete supplier as typical of those proposed to be for this project. CEMENT: Holcim Type 1/11, ASTM C=150 SAND: Long Island Natural , ASTM C-33 STONE: Tilcon-Wallingford, ASTM C-33 ADMIXTURE: Sika Air(C-260) Sikament:475(C-494) — Sika WATER: Potable-ASTM C-94 GRADATION TEST SAND #57 STONE SIEVE PERCENT SIEVE PERCENT SIZE PASSING SIZE PASSING 3/8 100.0 1.5 100.0 4 96.3 1" 100.0 8 82.7 3/4 93.0 16 60.2 1/2 27.6 30 55.4 3/8 9.0 50 25.4 #4 1.1 100 3.9 #8 0.8 F.M............................ 2.76 S:G.......................4... 2.64 S.G.- 2.91 Colormetric Test....... Plate No. 1 Page 1 of 2 ALL ISLAND TESTING ASSOCIATES, INC. NYC DOB Lab#84 75B Pine Aire Drive,Bay Shore, NY 11706 Phone(631) 273-5717, Fak(631)273-2457 N 1.20520 Nl20520 DRIED WEIGHTS PER CUBIC YARD MIX NO. 1 2 3 4 TRIAL MIX DATE: 1212/20 12/2120 12/2/20 12/2/20 CEMENT (Ibs) 485 510 580 610 SAND (Ibs) 1480 1460 1410 1380 STONE (Ibs) 1750 1750 17.50 1750 SIKA AIR(oz) 3.2 3.4 348 4.0 6/6 AIR 6.2 5.7 6.0 5.9 GALS OF WATER 32.0 32.0 31.5 31.5 INITIAL SLUMP(")(MAX 4) 3.0 3.0 3:0 3:0 SIKAMENT 475(oz) 31.5 33.2 38.0 42.7 FINAL SLUMP (") 6.75 7.0 7.5 7.0 W/C+P RATIO .55 .52 .45 .43 UNIT WEIGHT (#/ft3) 147.5 148.3 148.6 149.0 YIELD 27.03 26.90 26.97 26.91 COMPRESSIVE STRENGTHS (4" x 8" Cylinders) 7 DAY 3936 4552 4987 5332 P.S.I. 3885 4496 5018 5555 3974 4575 5026 5471 AVERAGE 3932 4541 5010 5453 28 DAY 4975 5987 6420 6591 P.S.I. 4868 5911 6378 6883 4930 5873 6357 6743 AVERAGE 4924 5924 6385 6739 Based on the above, we suggest Mix No. 1 for 3000, Mix.No. 2 for 3500 Mix No..3 for 4000 & Mix No. 4 for 4500 PSI at a maximum slump of . 1.5". REMARKS: 'Chemical Admixtures might be adjusted as needed ependi g o fife and weather conditions following manufacturer's recommendati s and up, proval of the Engineer of Record. Re pectfull miffed, A I DT J h iliberto NOTE: These Trial Batches are Specific Only to th, fisted.Pr ect& Concrete Supplier and are NOT VALID without a sig ature in i . Any alterations would be considered fraudulent and coul:. result in egal consequences. Page 2 of 2 We hereby certify that the test results presented here are accurate and conform to the reported CMC STEEL NEW JERSEY CERTIFIED MILL TEST REPORT grade specification Roof 1 Crossman Road North For additional copies call •w&/ Sayreville NJ 08872-1402 732-259.7660 ode CMC Joseph T Hdmic Quality Assurance Manager :AT NO.:8006450 S Re-Steel Distribution East S CPU Sayreville Delivery#:83093315 CTION: REBAR 19MM(#6)20'0"420/60 O H BOL#:1928875 LADE:ASTM A615-20 Gr 420/60 L 2000 Industrial Hwy l -1.Crossman Rd N CUST PO#:104227-1 ►LL DATE:05/07/2020 D Crum Lynne. PA P. Sayreville NJ COST PM: :LT DATE:05/07/2020 US 19022.1500 US 08872-0000 DLVRY LBS/HEAT: 12258.000 LB rt. No.:83093315/00645OM619 T 6108768216 T 9082086481 DLVRY PCS/HEAT:408 EA O 6108747089 O Characteristic Value Characteristic Value Characteristic Value C 0.40% Elongation Gage Lgth 1(metri 200mm Mn 0.82% Bend Test 1 Passed P 0.020% Reber Deformation Avg.Spaci 0.501IN. S 0.061% Reber Deformation Avg: Heigh 0.0481N Si OA7% Reber Deformation Max.Gap 0.1021N Cu 0.37% Cr 0.19% Ni 0.27% Mo 0.056% The Following is true of the material represented by this NTR: V 0.019% 'Material is fully killed Cb 0.003% '100%melted and rolled in the USA Sn 0.033% •8N10204.2Q04 3.1 compliant 'Contains no weld repair Yield Strength test 1 69.5ksi 'Contains no Mercury contamination Yield Strength test 1 (metri 479MPa 'Manufactured in accordance with the latest version Tensile Strength test 1 104.5ksi of the plant quality manual Tensile Strength 1 (metric) 721MPa Meets the"Buy Ameriga"requlrementsof23CFR635410,49CFR661 Elongation test 1 15% 'warming: This product can expose you to chemicals which are Elongation Gage Lgth test 1 81N known to the State of California to cause cancer,birth defects Tensile to Yield ratio test1. 1.50 or other reproductive harm.For more information go to www.P65Warnings.ca.gov ARKS:ALSO MEETS AASHTO M31 nr In In nn •-s.A•.CIT 5 We hereby certify that the test results presented here ���►�� are accurate and conform to the reported grade specification CMC STEEL NEW JERSEY CERTIFIED MILL TEST REPORT p g P 1.Crossman Road North For additional copies call 1���>•' Sayreville NJ 08872-1402 732-259-7660 C M C Joseph T.Homic Quality Assurance Manager HEAT.NO.:8007335 S Boise Cascade Building S CPU Sayreville Delivery#:83141899 SECTION: REBAR 16MM(#5)20'0"420/60 O Materials Distribution H BOL#:1949741 GRADE:ASTM A615-20 Gr 420/60 L 1111 W Jefferson St,Ste 300 1 1 Crossman Rd N CUST PO#:WE00138148 ROLL DATE:07/10/2020 D Boise ID P Sayreville NJ CUST P/N: MELT DATE:07/10/2020 US 83702-5389 US 08872-0000 DLVRY LBS/HEAT:2003.000 LB Cert. No.:83141899/007335M371 T 2083846351 T 9082086481 DLVRY PCS/HEAT:96 EA O O Characteristic Value Characteristic Value Characteristic Value C 0.42% Elongation Gage.Lgth 1(metri 200mm Mn 0.66% Bend Test 1 Passed P 0:016% Rebar Deformation Avg.Spaci 0.3991N S 0.046% Rebar Deformation-Avg. Heigh 0.0341N Si 0.19% Rebar Deformation Max.Gap 0.1101N Cu 0.30% Cr 0.16% Ni 0.17% Mo 0.049% The Following Is true of the material represented by this MTR: V 0.016% 'Material is fully killed Cb 0.001% '100%melted and rolled in the USA Sri 0.011% 'EN10204:2004 3.1 compliant 'Contains no weld repair Yield Strength test 1 66.4ksi `Contains no Mercury contamination Yield Strength test 1.(metri 458MPa 'Manufactured in accordance with the latest version of the plant quality manual Tensile Strength test 1 97.5ksi Tensile Strength 1 (metric) 672MPa 'Meets the"Buy America"requirements of 23 CFR635.410,49 CFR 661 Elongation test 1 14% 'Warning: This product can expose you to chemicals which are Elongation Gage Lgth test 1 14 known to the State of California to cause cancer,birth defects Tensile to Yield ratio testl 1.47 or other reproductive harm.For more information go to www.P65Warnin s.ca. ov REMARKS:ALSO MEETS AASHTO M31 o.... 1 /1C 1 n7/1Q/7n7n 17•AC-10 We hereby certify that the test results:presented:here !VA kV� 9&A"N CMC STEEL NEW JERSEY CERTIFIED MILL TEST REPORT are accurate and conform to the reported grade specification #M009111 1 Crossman.Road North For additional copies call NURNO p AZZ, Sayreville NJ 08872-1402 732-259-7660 CMC Aph T Homic Quality Assurance Manager HEAT N0::8006798 S Boise Cascade Building S CPU Sayreville Delivery#:83102149 SECTION: REBAR 13MM(#4)20'0"420/60 O:. Materials Distribution H BOL#:1932797 GRADE:ASTM A615-20 Gr 420/60 L 111 T W Jefferson St,Ste 300 .1 1 Crossman Rd.N CUST.PO#:WE00136734 ROLL DATE:06/03/2020 D Boise ID P Sayreville NJ CUST P/N: MELT DATE:06/02/2020 US 83702-5389 US 08872-0000 DLVRY LBS/HEAT:8176.000 LB Cert.No.:83102149/006798M130 T 2083846351 T 9082086481 DLVRY PCS/HEAT:612 EA O O Characteristic Value Characteristic Value Characteristic Value C 0.41% Elongation Gage Lgth 1(metri 200mm Mn 0.73% Bend Test 1 Passed P 0.019% Rebar Deformation Avg.Spaci 0.3261N S 0.045% Rebar Deformation Avg.Heigh 0.0311N Si 0.24% Rebar Deformation Max.Gap 0.1211N Cu 0.43% Cr 0.20% Ni 0A6% Mo 0.048% The Following is true of the material represented by this MTR: V 0.015% 'Material is fully killed Cb 0.003% '100%melted and rolled in the USA Sri 0.014% 'EN10204:2004 3.1 compliant 'Contains no weld repair Yield Strength test 1 69.3ksi 'Contains no Mercury contamination Yield Strength test 1 (metri 478MPa 'Manufactured in accordance with the latest version Tensile Strength test 1 105.1 ksi. of the plant quality manual Tensile Strength 1 (metric) 725MPa •Meets the"Buy America"requirements of 23 CFR635.410;49 CFR 661 Elongation test 1 13% 'Warning: This product can expose you:to chemicals which are Elongation Gage Lgth test 1 8IN known to the State of California to cause cancer,birth defects Tensile to Yield ratio testa 1.52 or other reproductive harm.For more information go to www.P65Wamings.ca.gov REMARKS:ALSO MEETS AASHTO M31 Pane 1. OF 1 06/03/2020 18:26:25 � r.. � �j� CAFCO,. - A_ZE-SHIELD° II � rs, ('.(Americas)ISOLATEK ISO ° Tye II • • ' (Worldwide) DESCRIPTION FIRE TEST PERFORMANCE CAFCO BLAZE-SHIELD II/ISOLATEK Type II is an ino anic, Portland CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II has been extensively tested cement based Spray-Applied Fire Resistive Material (SFRM) designed for fire resistance and is rated for up to 4 hours for floor assemblies,beams, to provide fire protection for structural steel and concrete in commercial joists,columns,roof assemblies and walls and partitions. construction.CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II is an excellent • Classified by UL in accordance with ANSI/UL 263(ASTM E119) choice for concealed environments and can be applied directly to decks, • Classified by UL in accordance with CAN/ULC-S101(ASTM E119) steel beams,columns or concrete surfaces.Tested and classified by UL as "investigated for exterior use",CAFCO BLAZE-SHIELD II/ISOLATEK Type CAFCO BLAZE-SHIELD II/ISOLATEK Type II has also been tested for II can be left exposed to weather conditions during the construction cycle. surface burning characteristics in accordance with ASTM E84 and is rated In addition to fire resistance,CAFCO BLAZE-SHIELD II I ISOLATEK Type Class A. II also provides thermal and acoustical benefits.As a thermal insulator,it is Flame Spread...................... 0 effective in reducing heat loss,particularly when applied to the underside of Smoke Developed............... 0 a roof deck. The R-value added by CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II may also allow a reduction in roof insulation.As an efficient sound CODE COMPLIANCES absorbing material,it adds value to the fire protection application in areas CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II satisfies the requirements where high noise levels are anticipated. of the following: With it's high recycled content, no pre-mixing, and reduced labor costs to • IBC'-INTERNATIONAL BUILDING CODE® install,CAFCO BLAZE-SHIELD II I ISOLATEK Type II continues to be the * City of Los Angeles(LADBS,Category 1 Material) most cost effective SFRM in the world. • NBC-National Building Code of Canada • ICC-ES,AC23 and AC10 Requirements(UL ER13348-01) PRODUCT ADVANTAGES MAJOR SPECIFICATIONS • UL"Investigated for exterior use" • Inorganic Portland cement based formulation CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II complies with the • Highest recycled content for commercial SFRMs(67%pre-consumer) requirements of the following specifications: • Easy application and fast cleanup • MasterSlow,Section 078100APPLIED FIREPROOFING(AIA) • MasterFormat®2014,Section 07 8100 Applied Fireproofing(CSC,CSI) • Unified Facilities Guide Specification,UFGS 07 8100 Spray-Applied Fireproofing(USACE,NAVFAC,AFCEC,NASA) • Master Construction Specifications,Number 07 8010 Applied Fireproofing(VA) • Code of Federal Regulations,Title 40 Protection of the Environment(EPA) • PBS-P100 Facilities Standards for the Public Buildings Services(GSA) Thermal Performance Acoustical Performance Product Conductivity(k)* Resistance(R/inch) Product Thickness Base NRC Rating* BLAZE-SHIELD II 0.30 BTU in/hr ftz°F @ 75*F 3.33 BLAZE-SHIELD II 1 inch(25 mm) Solid 0.90 Type II (0.043 W/mK @ 24*C) Type II *When tested in accordance with ASTM C518 BLAZE-SHIELD II 2 inch(50 mm) Solid 1.05 Type II Physical Performance *When tested in accordance with ASTM C423 Characteristic ASTM Method Industry Standard Performance* Laboratory Tested,Performance** Density E605 15 pcf(240 kglm') 16 pcf(256 kglm') Combustibility E136 Noncombustible Noncombustible Cohesion/Adhesion E736 150 psf(7.2 kPa) 375 psf(18.0 kPa) Deflection E759 No Cracks or Delaminations No Cracks or Delaminations Bond Impact E760 No Cracks or Delaminations No Cracks or Delaminations Compressive Strength E761 1,440 psf(68.9 kPa) 2,380 psf(114 kPa) Air Erosion Resistance E859 Less than 0.025 g/ftz(0.27 g/mz) 0.000 glftz(0.000 g/m2) Corrosion Resistance E937 Does Not Promote Corrosion of Steel Does Not Promote Corrosion of Steel Fungal Resistance G21 No Growth After 28 Days Passed *Standard performance based on MasterSpecs,Section 078100 APPLIED FIREPROOFING.Refer to UL design for density requirement. **Values represent independent laboratory tests under controlled conditions. `�echnl cal Data Sleet IS��T ® Brand Brand CAFCO BLAZE-SHIELD II / ISOLATEK Type II Guide Specification SECTION 078100-APPLIED FIREPROOFING 1.4.2 Underwriters Laboratories of Canada(ULC)List of 2.2.1.3 Cohesion/Adhesion(bond strength):When tested 3.1.5 When roof traffic is anticipated,as in the case of The following is an outlinelshort language specification. Equipment and Materials. in accordance with ASTM E736,the material periodic maintenance, roofing pavers shall be Complete specifications for SprayeApplied Fire Resistive 1.4.3 IBC- INTERNATIONAL BUILDING CODE- applied over uncoated or galvanized steel shall installed as a walkway to distribute loads. Materials are available on various media upon request. CHAPTER 17 STRUCTURALTESTS AND SPECIAL have an average bond strength of 150 psf(7.2 kPa) INSPECTIONS,Section 1705 Special Inspections. 2.2.1.4 Air Erosion:When tested in accordance with ASTM 3.2 Application PART1—GENERAL 1.4.4 AWCI Publication: Technical Manual 12-A E859,the material shall not be subject to losses 3.2.1 Equipment,mixing and application shall be in 1.1 Work included Standard Practice for the Testing and Inspection from the finished application greater than 0.025 accordance with the manufacturer's written of Field Applied Sprayed Fire-Resistive Materials; grams persq.ft.(0.27 grams per square meter). application instructions. 1.1.1 Provide all labor, materials, equipment and an Annotated Guide. 2.2.1.5 Compressive Strength:When tested in accordance 3.2.2 The application of spray-applied fire resistive services necessary for,and Incidental to, the with ASTM E761,the material shall not deform material shall not commence until certification complete and proper installation of all sprayed 1.5 Submittals more than 10 percent when subjected to a crushing has been received by the General Contractor fire protection and related work as shown on 1.5.1 Manufacturer's Data: Submit Manufacturer's force of 1,440 psf(68.9 kPa). that surfaces to receive sprayed fire protection the drawings or where specified herein,and in specification, including certification as may 2.2.1.6 Corrosion Resistance:When tested in accordance have been Inspected by the applicator and are accordance with all applicable requirements of the be required to show material compliance with with ASTM E937,the material shall not promote acceptable to receive spray-applied fire resistive Contract Documents. Contract Documents. corrosion of steel. material. 1.1.2 The material and installation shall conform to 1.5.2 Test Data:Independent laboratory test results shall 2.2.1.7 Noncombustibility:When tested in accordance 3.2.3 All unsuitable substrates must be identified and the applicable building code requirements of all be submitted for all specified performance criteria. with ASTM E136 or CAN4-Sl14.the material shall made known to the General Contractor and authorities having jurisdiction. be noncombustible. corrected prior to application of the spray-applied 1.6 Delivery,Storage and Handling fire resistive material. 1.2 Quality Assurance 2.2.1.8 Surface Burning Characteristics:When tested in 1.6.1 Deliver materials to the project in manufacturer's accordance with ASTM E84 or CANIULC-S102, 3.2.4 Spray-applied fire resistive material shall not be 1.2.1 Work shall be performed by a firm with expertise unopened packages,fully identified as to trade the material shall exhibit the following surface applied to steel floor decks prior to the completion in the Installation of fire protection or similar name,type and other Identifying data.Packaging burning characteristics: of concrete work on that deck. materials. This firm shall be recognized or shall bear the UL labels for fire hazard and fire- Flame Spread............0 3.2.5 The application of spray-applied fire resistive otherwise approved by the spray-applied fire resistance classifications. Smoke Developed.....0 material to the underside of roof deck shall resistive material manufacturer. not commence until the roofing is completely 7.6.2 Store materials above ground,in a dry location, 2.2.1.9 Density:When tested in accordance with ASTM installed and tight,all penthouses are complete, 1.2.2 Before proceeding with the fire protection work, protected from the weather.Damaged packages E605, the material shall meet the minimum g P p approval of the proposed material thicknesses and found unsuitable for use should be rejected and individual and average density values as listed in all mechanical units have been placed,and after densities shall be obtained from the architect and removed from the project. the appropriate UL I ULC design or as required by construction roof traffic has ceased. other applicable authorities having jurisdiction. the authority having jurisdiction. , 3.2.6 Proper temperature and ventilation shall be 1.7 Project Conditions maintained as specified in 1.7.1.1.7.2.and 1.7.2.1. 1.3 Related Sections 2.2.2 The material shall have been tested and classified 1.7.1 When the prevailing outdoor temperature at the by Underwriters Laboratories(UL)or Underwriters 3.2.7 Provide masking,drop cloths or other suitable 1.3.1 SECTION 051200—STRUCTURAL STEEL building is less than 40'F(4°C),a minimum substrate Laboratories of Canada(ULC)in accordance with coverings to prevent overspray from coming in FRAMING and ambient temperature of 40°F(4°C)shall be the procedures of UL 263(ASTM E119)or CAN/ contact with surfaces not intended to be sprayed. 1.3.2 SECTION 053100—STEEL DECKING maintained prior to,during,and a minimum of 24 ULC-S101. 3.2.8 CAFCO BOND-SEAL 1 ISOLATEK Type EBS 1.3.3 SECTION 0721 OD—TH ERMAL INSULATION hours after application of spray-applied fire resistive 2.2.3 Spray-applied fire resistive materials shall be adhesive shall be applied as per the appropriate 1.3.4 SECTION 078723—INTUMESCENT material.If necessary for job progress,General applied at the appropriate minimum thickness and ULIULC fire resistance design and manufacturer's FIREPROOFING Contractor shall provide enclosures and heat to density to achieve the following ratings: written recommendation. maintain proper temperatures and humidity levels. Floor assemblies_hr. 1.3.5 SECTION 078443—JOINT FIRESTOPPING 1.7.2 General Contractor shall provide ventilation to Roof assemblies_hr. 3.3 Repairing and Cleaning 1.4 References allow proper drying of the sprayed fire protection Beams_hr. 3.3.1 All patching of and repair to spray-applied fire during and subsequent to Its application. Girders—hr. resistive material,due to damage by other trades, A. ASTM E84—Surface Burning Characteristics of 1.7.2.1 Ventilation must not be less than 4 complete air Columns hr. shall be performed under this section and paid for Building Materials. exchanges per hour until the material is dry.When — by the trade responsible for the damage. B. ASTM E119—Fire Tests of BuildingConstruction spraying In enclosed areas such as basements, Joists—hr. 2.2.4 Potable water shall be used for the application of 3.3.2 After the completion of the work in This section, and Materials. stairwells,shafts,and small rooms,additional air equipment shall be removed and all surfaces exchanges may be necessa spray-applied fire resistive materials. C. ASTM E136-(Noncombustibility) Behavior of 9 Y ry• not to be sprayed shall be cleaned to the extent Materials in a Vertical Tube Furnace at 750°C 2.2.5 Spray-applied fire resistive materials shall contain previously agreed to by the applicator and General 1.8 SequencinglScheduling no detectable asbestos.Material manufacturer D. ASTM E605 Thickness and Density of Sprayed Contractor. shall provide certification of such upon request Fire-Resistive Materials Applied to Structural 1.8.1 All fire protection work an a floor shall be completed . Members. before proceeding to the next floor. 3.4 Inspection and Testing PART 3—EXECUTION E. ASTM E736—CohesionlAdhesion of Sprayed_ 1.8.2 The Contractor shall cooperate in the coordination 3.4.1 The spray-applied fire resistive material shall be Fire-Resistive Materials Applied to Structural and scheduling of fire protection work to avoid tested for thickness and density in accordance Members. delays in job progress. 3.1 Preparation with one of the following procedures: F. ASTM E759—Effect of Deflection of Sprayed Fire- 3.1.1 All surfaces to receive spray-applied fire resistive ASTM E605—Standard Test Method of Sprayed Resistive Materials Applied to Structural Members. PART2—PRODUCTS material shall heir--ofoil,grease,loose mill scale, Fire-Resistive Materials Applied to Structural dirt,paints/primers orother foreign materials which Members. G. ASTM E7 —Effect of Impact on Bonding of AWCI Publication: Technical Manual 12-A Fire-Resistive Sprayed Materials Applied to 2.1 Acceptable Manufacturers would impair satisfactory bonding to the surface. Structural Members. Manufacturer shall be contacted for procedures Standard Practice for the Testing and Inspection 2.1.1 The spray-applied fire resistive material shall he on handling primed/painted steel.Any cleaning of Field Applied Sprayed Fire-Resistive Materials: H. ASTM E761—Compressive Strength of Sprayed manufactured under the CAFCO-I ISOLATEK- of surfaces to receive sprayed fire protection shall an Annotated Guide. Fire-Resistive Materials Applied to Structural brand name,by authorized producers. be the responsibility of the General Contractor or IBC- INTERNATIONAL BUILDING CODE- Members. Steel Erector,as outlined in the structural steel or CHAPTER 17 STRUCTURAL TESTS AND I. ASTM EB59—Air Erosion of Sprayed Fire- 2.2 Materials steel deck section. SPECIAL INSPECTIONS Section 1705 Special Resistive Materials Applied to Structural Members. 2.2.1 Materials shall be CAFCO BLAZE-SHIELD-II, 3.1.2 Clips, hangers, supports, sleeves and other Inspections. J. ASTM E937—Corrosion of Steel by Sprayed Fire- (UL/ULC designation:ISOLATEK Type II)applied attachments to the substrate are to be placed b Resistive Materials Applied to Structural Members. to conform to the drawings,specifications and others prior to the application of spray-applied fire Product Availability ve K. CAN IULC—S101—Standard Methods of Fire Tests following test criteria: resistive materials. MateriIsolatek International Spray-Applied Fire recResognized of Building Construction and Materials. 2.2.1.1 Deflection:When tested in accordance with ASTM 3.1.3 The installation of ducts,piping,conduit or other applicators are available to trained, recognized E759,the material shall not crack or delaminale g production around the world from strategically located L. CANIULC—S102—Steiner Tunnel Test. suspended equipment shall not take place until the production and distribution points in the U.S.,Canada, P M. CAN4-S114 Standard Test Method for when the non-concrete topped galvanized deck application of spray-applied fire resistive materials Mexico,Europe and the Pacific Basin. Determination of Noncombustibility in Building v which it applied is subjected to a one time is complete in an area. vertical centerload resulting in a downward 3.1.4 The spray-applied fire resistive material shall only Materials. deflection of 111201h of the span. d 1.4.1 Underwriters Laboratories(UL)Fire Resistance and erbe ected in taccordaeel deck accordance which hasfabricated 2.2.1.2 Bond Impact:When tested in accordance with and erected in accordance with the criteria sal by Directory. ASTM E760, the materiel shall not crack or the Steel Deck Institute. delaminale from the concrete lopped galvanized deck to which it is applied. 6Ep U C4,�o bE8 9 C4,1 ISOLATEK INTERNATIONAL is registered with the AIA Continuing Education System(AIA/CES) 40j rpD We support our customers with unsurpassed technical expertiseand customer service,complemented byan extensive global networkof experienced sales representatives and recognized applicators.For detailed product information or for the name of the sales representative in your area please contact us. The performance data herein reflect our expectations based on tests conducted in accordance with recognized standard methods under controlled conditions.The applicator, general contractor,property owner and/or user MUST read,understand and follow the directions,specifications and/or recommendations set forth in Isolatek International's publications concerning use and application of these products,and should not rely merely on the information contained in this Technical Data Sheet.Isolatek International is not responsible for property damage,bodily injuries,consequential damages,or losses of any kind that arise from or are related to the applicator's general contractor's,or property owner's failure to follow the recommendations set forth in Isolatek International's publications.The sale of these products shall be subject to the Terms and Conditions set forth in the Company's invoices. Isolatek Intemational provides passive fireproofing materials under the CAFCO®and FENDOLITEO trademarks throughout the Americas and under the ISOLATEK0 trademark throughout the world. 0 CD 800.631.9600 or 973.347.1200 ISOLATEK® 9 Brand www.isolatek.com I technical@isolatek.com Brand o technical-international aisolatek.com CAFCOMLAZE-SHIELD II �`'•. r' C7�.Irti ,(Americas) UL ISATEK® i. -6_IS�OLATEK°.:T a II INTERN :Yp ` • } . (Worldwide) I; .�S. pray pli'd Firer re�lr �r g. DESCRIPTION FIRE TEST PERFORMANCE CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II is an inorganic, Portland CAFCO BLAZE-SHIELD II/ISOLATEK Type II has been extensively tested cement based Spray-Applied Fire Resistive Material (SFRM) designed for fire resistance and is rated for up to 4 hours for floor assemblies,beams, to provide fire protection for structural steel and concrete in commercial joists,columns,roof assemblies and walls and partitions. construction.CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II is an excellent • Classified by UL in accordance with ANSI/UL 263(ASTM E119) choice for concealed environments and can be applied directly to decks, • Classified by UL in accordance with CAN/ULC-S101 (ASTM E119) steel beams,columns or concrete surfaces.Tested and classified by UL as "investigated for exterior use",CAFCO BLAZE-SHIELD II/ISOLATEK Type CAFCO BLAZE-SHIELD II/ISOLATEK Type II has also been tested for II can be left exposed to weather conditions during the construction cycle. surface burning characteristics in accordance with ASTM E84 and is rated In addition to fire resistance,CAFCO BLAZE-SHIELD II I ISOLATEK Type Class A. II also provides thermal and acoustical benefits.As a thermal insulator,it is Flame Spread...................... 0 effective in reducing heat loss,particularly when applied to the underside of Smoke Developed............... 0 a roof deck. The R-value added by CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II may also allow a reduction in roof insulation.As an efficient sound CODE COMPLIANCES absorbing material, it adds value to the fire protection application in areas CAFCO BLAZE-SHIELD II/ISOLATEK Type II satisfies the requirements where high noise levels are anticipated. of the following: With it's high recycled content, no pre-mixing,and reduced labor costs to • IBC°-INTERNATIONAL BUILDING CODE® install,CAFCO BLAZE-SHIELD II/ISOLATEK Type II continues to be the • City of Los Angeles(LADBS,Category 1 Material) most cost effective SFRM in the world. • NBC-National Building Code of Canada • ICC-ES,AC23 and AC10 Requirements(UL ER13348-01) PRODUCT ADVANTAGES • UL Investigated for exterior use" MAJOR SPECIFICATIONS • Inorganic Portland cement based formulation CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II complies with the • Highest recycled content for commercial SFRMs(67%pre-consumer) requirements of the following specifications: • Easy application and fast clean up • MasterSpecP,Section 078100 APPLIED FIREPROOFING(AIA) • MasterFormaV 2014,Section 07 8100 Applied Fireproofing(CSC,CSI) • Unified Facilities Guide Specification,UFGS 07 8100 Spray-Applied Fireproofing(USACE,NAVFAC,AFCEC,NASA) • Master Construction Specifications,Number 07 8010 Applied Fireproofing(VA) • Code of Federal Regulations,Title 40 Protection of the Environment(EPA) • PBS-P100 Facilities Standards for the Public Buildings Services(GSA) Thermal Performance Acoustical Performance Product Conductivity(k)* Resistance(Rlinch) Product Thickness Base NRC Rating* BLAZE-SHIELD II 0.30 BTU in/hr ft2°F @ 75°F 3.33 BLAZE-SHIELD II 1 inch(25 mm) Solid 0.90 Type II (0.043 W/mK @ 24°C) Type II *When tested in accordance with ASTM C518 BLAZE-SHIELD II 2 inch(50 mm) Solid 1.05 Type II Physical Performance *When tested in accordance with ASTM C423 Characteristic ASTM Method Industry Standard Performance* Laboratory Tested Performance** Density E605 15 pcf(240 kg1m3) 16 pcf(256 kg/m3) Combustibility E136 Noncombustible Noncombustible Cohesion/Adhesion E736 150 psf(7.2 kPa) 375 psf(18.0 kPa) Deflection E759 No Cracks or Delaminations No Cracks or Delaminations Bond Impact E760 No Cracks or Delaminations No Cracks or Delaminations Compressive Strength E761 1,440 psf(68.9 kPa) 2,380 psf(114 kPa) Air Erosion Resistance E859 Less than 0.025 g/ftz(0.27 g/m2) 0.000 glftz(0.000 glmz) Corrosion Resistance E937 Does Not Promote Corrosion of Steel Does Not Promote Corrosion of Steel Fungal Resistance G21 No Growth After 28 Days Passed *Standard performance based an MasterSpeca,Section 078100 APPLIED FIREPROOFING.Refer to UL design for density requirement. **Values represent independent laboratory tests under controlled conditions. Technoca0 Data Sheet ISOLATE ® Brand Brand CAFCO BLAZE-SHIELD II 1 ISOLATEK Type II Guide Specification SECTION 078100-APPLIED FIREPROOFING 1.4.2 Underwriters Laboratories of Canada(ULC)List of 2.2.1.3 Cohesion/Adhesion(bond strength):When tested 3.1.5 When roof traffic is anticipated,as In the case of The following is an out inelshort language specification. Equipment and Materials. in accordance with ASTM E736, the material periodic maintenance, roofing pavers shall be Complete specifications for Spray-Applied Fire Resistive 1.4.3 IBC' INTERNATIONAL BUILDING CODE- applied over uncoated or galvanized steel shall installed as a walkway to distribute loads. Materials are available on various media upon request. CHAPTER 17 STRUCTURAL TESTS AND SPECIAL have an average bond strength of 150 psf(T2 kPa) INSPECTIONS,Section 17055 Special Inspections. 2.2.1.4 Air Erosion:When tested in accordance with ASTM 3.2 Application PART1—GENERAL P 1.4.4 AWCI Publication: Technical Manual 12-A E859,the material shall not be subject to losses 3.2.1 Equipment,mixing and application shall be in 1.1 Work included Standard Practice for the Testing and Inspection from the finished application greater than 0.025 accordance with the manufacturer's written of Field Applied Sprayed Fire-Resistive Materials; grams persq.ft.(0.27 grams per square meter). application instructions. 1.1.1 Provide all labor, materials, equipment and an Annotated Guide. 2.2.1.5 Compressive Strength:When tested in accordance 3.2.2 The application of spray-applied fire resistive services necessary for,and incidental to,the 1 5 Submittals with ASTM E761,the material shall not deform material shall not commence until certification complete and proper installation of all sprayed more than 10 percent when subjected to a crushing has been received by the General Contractor fire protection and related work as shown on 1.5.1 Manufacturer's Data Submit Manufacturer's force of 1,440 psf(68.9 kPa). that surfaces to receive sprayed fire protection the drawings or where specified herein,and in, specification, including cerfificaflon as may 2.2.1.6 Corrosion Resistance:When tested in accordance have been inspected by the applicator and are accordance with all applicable requirements of the be required to show material compliance with with ASTM E937,the material shall not promote acceptable to receive spray-applied fire resistive Contract Documents. Contract Documents. corrosion of steel. material. 1.1.2 The material and installation shall conform to 1.5.2 Test Data:Independent laboratory lest results shall 2.2.1.7 Noncombustibility:When tested in accordance 3.2.3 All unsuitable substrates must be identified and the applicable building code requirements of all be submitted for all specified performance criteria. with ASTM E136 or CAN4-S114,the material shall made known to the General Contractor and authorities having jurisdiction. be noncombustible. corrected prior to application of the spray-applied 1.2 quality Assurance 1.6 Delivery,Storage and Handling 2.2.1.8 Surface Bumin9 Characteristics:When tested in fire resistive material. 1.6.1 Deliver materials to the project in manufacturer's accordance with ASTM E84 or CAN/ULC-5702, 3.2.4 Spray-applied fire resistive material shall not be 1.2.1 Work shall be performed by a firm with expertise unopened packages,fully identified as to trade the material shall exhibit the following surface applied to steel floor decks prior to the completion in the installation of rite protection or similar name,type and other identifying data.Packaging burning characteristics: of concrete work on that deck. materials. This firm shall be recognized or shall bear the UL labels for fire hazard and fire- Flame Spread............0 3.2.5 The application of spray-applied fire resistive otherwise approved by the spray-applied fire resistance classifications. Smoke Developed.....0 material to the underside of roof deck shall resistive material manufacturer. 1.6.2 Store materials above ground,in a dry location, 2.2.1.9 Density:When tested in accordance with ASTM not commence until the roofing is completely 1.2.2 Before proceeding with the rue protection work, installed and tight,all penthouses are complete, protected from the weather.Damaged packages E605, the material shall meet the minimum approval of the proposed material thicknesses and found unsuitable for use should be rejected and individual and average density values as listed in all mechanical units have been placed,and after densities shall be obtained from the architect and removed from the project. the appropriate UL I ULC design or as required by construction roof traffic has ceased. other applicable authorities having jurisdiction. the authority having jurisdiction. 3.2.6 Proper temperature and ventilation shall be 1.7 Project Conditions maintained as specified in 1.7.1,1.7.2.and 1.7.2.1. 1.3 Related Sections 2.2.2 The material shall have been tested and classified 1.7.1 When the prevailing outdoor temperature at the by Underwriters Laboratories(UL)or Underwriters 3.2.7 Provide masking,drop cloths or other suitable 1.3.1 SECTION 051200—STRUCTURAL STEEL building is less than 400 F(4°C),a minimum substrate Laboratories of Canada(ULC)in accordance with coverings to prevent overspray from coming in FRAMING and ambient temperature of 40°F(4°C)shaft be the procedures of UL 263(ASTM E119)or CAN/ contact with surfaces not intended to be sprayed. 1.3.2 SECTION 053100—STEEL DECKING maintained prior to,during,and a minimum of 24 ULC-S101. 3.2.8 CAFCO BOND-SEAL I ISOLATEK Type EBS 1.3.3 SECTION 072100—THERMAL INSULATION hours after application of spray-applied fire resistive 2.2.3 Spray-applied fire resistive materials shall be adhesive shall be applied as per the appropriate material.If necessary for job progress,General applied at the appropriate minimum thickness and ULIULC fire resistance design and manufacturer's 1.3.4 SECTION 078123—INTUMESCENT Contractor shall provide enclosures and heat to densityto achieve the followingratios written recommendations. FIREPROOFING maintain proper temperatures and humidity levels. g Floor 1.3.5 SECTION 078443—JOINT FtRESTOPPINGfas _hr. 3.3 Repalrtng and Cleaning 1.7.2 General Contractor shall provide ventilation to Rooassemblies Roof assembliemblies_hr. 1.4 References allow proper drying of the sprayed fire protection Beams_hr. 3.3.1 All patching of and repair to spray-applied fire du ring and subsequent to its application. Girders_hr. resistive material,due to damage by other trades, A. ASTM EM —Surface Burning Characteristics of 1.7.2.1 Ventilation must not be less than 4 complete air Columns hr. shall be performed under this section and paid for Building Materials. exchanges per hour unfit the material is dry.When — by the trade responsible for the damage. B. ASTM E719—Fire Tests of Building Construction spraying In enclosed areas such as basements, Joists—hr.g 224 Potable water shall be used for the application of 3.3.2 After the completion of the work in this section, .. and Materials. stairwells,shafts,and small rooms,additional air equipment shall be removed and all surfaces exchanges may be necessar spray-applied fire resistive materials. C. ASTM E736 - (Noncombustibility) Behavior of 9 Y Y• not to be sprayed shall be cleaned to the extent Materials in a Vertical Tube Furnace at 750°C 2.2.5 Spray-applied fire resistive materials shall contain previously agreed to by the applicator and General 1.8 SequencinglScheduling no delectable asbestos.Material manufacturer Contractor. D. ASTM E605—Thickness and Density of Sprayed Fire-Resistive Materials Applied to Structural 1.8.1 All fire protection work on a floorshall be completed shall provide certification of such upon request. Members. before proceeding to the next floor. PART 3—EXECUTION 3.4 Inspection and Testing E. ASTM E736—Cohesion/Adhesion of Sprayed 1.8.2 The Contractor shall cooperate in the coordination 3.4.1 The spray-applied fire resistive material shall be Fire-Resistive Materials Applied to Structural and scheduling of fire protection work to avoid tested for thickness and density in accordance Members. delays in job progress. 3.1 Preparation with one of the following procedures: F. ASTM E759—Effect of Deflection of Sprayed Fire- 3.1.1 All surfaces to receive spray-applied fire resistive ASTM E605—Standard Test Method of Sprayed Resistive Materials Applied to Structural Members. PART2—PRODUCTS material shall be free of oil,grease,loose mill scale, Fire-Resistive Materials Applied to Structural dirt,paints/primers rimers orother foreign materials which Members. G. ASTM E76 —Effect of Impact on Banding of P g AWCI Publication: Technical Manual 12-A Sprayed Fire-Resistive Materials Applied l0 2.1 Acceptable Manufacturers would impair satisfactory bonding to the surface. Structural Members. Manufacturer shall be contacted for procedures Standard Practice for the Testing and Inspection 2.1.1 The spray-applied fire resistive material shall be on handling primedipainted steel.Any cleaning of Field Applied Sprayed Fire-Resistive Materials; H. ASTM E761—Compressive Strength of Sprayed manufactured under the CAFCO`0/ISOLATEKv of surfaces to receive sprayed rite protection shall an Annotated Guide. Fire-Resistive Materials Applied to Structural brand name,by authorized producers. be the responsibility of the General Contractor or IBC- INTERNATIONAL BUILDING CODE" Members. Steel I. ASTM E859—Air Erosion of Sprayed Fire- 2.2 Materials steel deck sercttiosroullined in the structural steel at CHAPTER SPECIAL INSPECTIONS AND STRUCTURAL TESTS pPECTIONS Section 1705 Special Resistive Materials Applied to Structural Members. 2.2.1 Materials shall be CAFCO BLAZE-SHIELD®II, 3.1.2 Clips, hangers, supports, sleeves and other Inspections. J. ASTM E937—Corrosion of Steel by Sprayed Fire- (ULIULC designation:ISOLATEK Type II)applied attachments to the substrate are to be placed b Resistive Materials Applied to Structural Members. to conform to the drawings,specifications and others prior to the application of spray-applied fire Product Availability K. CAN IULC—S101—Standard Methods of Fire Tests following test criteria. resistive materials. Isolatek International Spray-Applied Fire Resistive of Building Construction and Materials. 2.2.1.1 Deflection:When tested in accordance with ASTM 3.1.3 The installation of ducts,piping,conduit or other Materials are available to trained, recognized E759,the material shall not crack or delaminate P p g applicators around the world from strategically t e U.S., lade, ted L. CAN IULC—S702—Slelner Tunnel Test. suspended equipment shall not take place until the production and distribution points in the U.S.,Canada, M. CAN4-SI14 Standard Test Method for when the non-concrete topped galvanized deck application of spray-applied fire resistive materials Mexico,Europe and the Pacific Basin. Determination of Noncombustibility In Building to which it is applied is subjected to a one time is complete in an area. Materials. vertical ce ad resulting in a downward deflection off 1112 3.1.4 The spray-applied fire resistive material shall only d 1/1201h of the span. be applied to steel deck which has been fabricated 1.4.1 Underwriters Laboratories(UL)Fire Resistance 2.2.1.2 Bond Impact.When tested in accordance with and erected in accordance with the criteria set by Directory. ASTM E760, the material shall not crack or the Steel Deck Institute. delaminate from the concrete topped galvanized deck to which it is applied. 6ES U C4,, 64g U C4tzo ISOLATEK INTERNATIONAL is registered with the AIA Continuing Education System(AIA/CES) d0j I�0 We support our customers with unsurpassed technical expertise and customer service,complemented byan extensiveglobal networkof experienced sales representatives and recognized applicators.For detailed product information or for the name of the sales representative in your area please contact us. The performance data herein reflect our expectations based on tests conducted in accordance with recognized standard methods under controlled conditions.The applicator, general contractor,property owner and/or user MUST read,understand and follow the directions,specifications and/or recommendations set forth in Isolatek International's publications concerning use and application of these products,and should not rely merely on the information contained in this Technical Data Sheet.Isolatek International is not responsible for property damage,bodily injuries,consequential damages,or losses of any kind that arise from or are related to the applicator's general contractor's,or property owner's failure to follow the recommendations set forth in Isolatek International's publications.The sale of these products shall be subject to the Terms and Conditions set forth in the Company's invoices. Isolatek International provides passive fireproofing materials under the CAFCO®and FENDOLITE11 trademarks throughout the Americas and under the ISOLATEK®trademark throughout the world. o N 800.631.9600 or 973.347.1200 ISORATEK® Brand www.isolatek.com I tech nica10isolatek.com Brand o tech nical-internationaIOisolatek.com 0 SITE SURVEY REPORT Conducted by: . ^1 SYSTEMS CO. RF 20 POINT GRID SURVEY System Type: Public Safety UHF & 700/800 MHz Testing Date: February 15, 2024 Site Address: North Fork Self Storage 65 Commerce Drive Cutchogue, NY 11935 AHJ: Suffolk County Compliance Guidelines: NFPA 2013, 2016 Structure: Storage Engineer: Raul Pla, G.R.O.L. BDA SYSTEMS CO. Scope of Work Use a testing procedure where a grid is overlaid onto a floor area to provide 20 grid cells. Grid cells are provided with definite minimum and maximum dimensions. For most buildings, using a minimum grid dimension of 20 ft(6.1 m)and a maximum grid dimension of 80 ft(24.4 m)will suffice to encompass the entire floor area. Where a floor exceeds 128,000 ft2 (11,890 m2), which is the floor area that can be covered by the maximum grid dimension of 80 ft(24.4 m), it is recommended that the floor be subdivided into sectors, each having an area of less than or equal to 28,000 ft sq (11,890 m2), and that each sector be tested individually with 20 grid cells in each sector. RESULTING SIGNAL: Signal MUST BE stronger than -95dBm in order to PASS. Not more than two nonadjacent grid cells should be allowed to fail the test. In the event that three of the areas fail the test, or if two adjacent areas fail the test, in order to be more statistically accurate,the testing grid resolution should be doubled. This would require decreasing the size to one-half the dimension used in the failed test to a minimum of 10 ft(3.0 m)and a maximum of 40 ft(12.2 m). Further, to cover the same floor area, the number of grids is quadrupled to 80. Not more than eight nonadjacent or five adjacent grid cells should then be allowed to fail the test. In the event that nine or more nonadjacent and/or six or more adjacent grid cells fail the test, consideration should be given to redesigning and reinstalling the public safety radio enhancement system to meet the minimum system design requirements. Measurements should be made with the antenna held in a vertical position at(3 ft to 4 ft) [0.91 m to 1.22 m] above the floor be tested individually with 20 grid cells in each sector. Failures should not be allowed in critical areas, these areas are defined as the following: 1) Fire Command Center 2) Fire Pump Room 3) Exit Stairs 4) Exit Passageways 5) Elevator Lobbies Provided by:BDA Systems Co Page 2 of 16 BDAESYSTEMS CO. Technician Equipment & Certifications All equipment used in the site survey is approved by the FCC &the State of Florida as an acceptable radio frequency measurement device. Per FCC regulations, the testing equipment is calibrated and inspected every 2 years. Technician performing the site survey has an active status FCC General Radio Operator License (GROL). FCG.R.O.L. #PG00061851 Spectrum Analyzer: PC TEL/ SeeGull IBflex Device rel 3.9.1.1 SN: 082212090 Calibration Expires: 3-23-2025 - Provided by:BDA Systems Co Page 3 of 16 BDAESYSTEMS CO. Frequencies & Channels Tested The survey will test for radio frequency levels pertaining to the local AHJ's public safety communication frequencies. These are located on the 800 MHz band. Red (c) are primary control channels Blue(a)are alternate control channels Frequencies: 453.03750 852.28750 Provided by:BDA Systems Co Page 4 of 16 B-DAESYSTEMS Co. J Begin Report Provided by:BDA Systems Co Page 5 of 16 BDA SYSTEMS CO. Emergency Responder Radio System Coverage Report Test Results Date Prepared: Feb 15,2024 Test File: North Fork Self Storage_20240215_015024 Test Location: North Fork Self Storage Initial Survey 65 Commerce Dr Cutcho ue Technician: Raul Pla FCC#: PG00061851 Building: North -Fork Self Storage Initial Survey Result: Fail Test Report Summary Channel/ Freq(MHz) Technology, Band- Result Area Points Critical Points Ch Group assed % passed % 3 453.03750 P25 Suffolk County-North Fork Fail 12/38(31%) 3/8(37%) Cutchogue FG2 12 Suffolk 852.28750 P25 Suffolk County-North Fork Fail 0/38(0%) 1/8(12%) PD CC Test Details Number of Floors Tested: 2 Result Calculation: By area per floor Number of Areas Tested: 38 Area Pass Criteria: 95% Number of Critical Points Tested: 8 Critical Points Pass Criteria: 99% Apply Adjacent Area Rule: No Equipment Configuration Vendor Application Device Calibration Antenna info Expires PCTEL SeeHawk Touch SeeGull IBflex Device 3-23-2025 rel 4.1.0.1 rel 3.9.5.0 SN: 082212090 Provided by:BDA Systems Co Page 6 of 16 BDAESYSTEMS CO. Threshold Settings DL Area DL Critical DL Use for, UL Area UL Critical UL Use for Measurement Point Point .• grading'' :' Point Point grading P25 Power(RSSI) -95.0 dBm -95.0 dBm Yes -95.0 dBm -95.0 dBm Yes DAQ 3.0 Yes Floors Result 12 3 45103750 852.28750 Cutchogue Suffolk PD Floor Plan FG2 'CC: 1 st Floor Fail Fail 2nd Floor Fail Fail Provided by:BDA Systems Co Page 7 of 16 BDAESYSTEMS CO. Floor: 1st Floor Channel: 3 Cutchogue FG2 Result: Fail Freq (MHz) Tech Band Ant Cable Ph. Type Mod NAC Area Points Critical Points Gain Loss passed % passed 453.03750 P25 Suffolk County- 0.00 0.00 8/19 (42%) 2/4 (50%) North Fork �Y �J• J � 4 T � Y 9 ^ 10 'T TT Il`-f 2 1-2=0 L Ll�t ISTF ►UN L Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft ft ft Area Color 1 15 1767.71 54.46 32.46 Black 2 4 1280.62 51.81 24.72 Black Provided by:BDA Systems Co Page 8 of 16 BDAMSYSTEMS CO. Floor: 1st Floor Channel: 3 Cutchogue FG2 Reference Points Reference Power UL UL UL Selecte Comment Point (dBm) Power DAQ Tested d dBm 1 -86.78 Critical Points Critical DL DL UL UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm dBm d6 1 -122.75 Fail 2 -120.47 Fail 3 -82.16 Pass 4 -83.12 Pass Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss (dBm) (dBm) (dB) 1 1 -114.83 Fail 1 2 -110.31 Fail 1 3 1 -105.80 Fail 1 4 -97.94 Fail 1 5 -85.83 Pass 1 6 -107.65 Fail 1 7 -93.60 Pass 1 8 -103.82 Fail 1 9 1 -99.42 Fail 1 10 -86.38 1 1 Pass 1 11 -99.51 Fail 1 12 -90.67 Pass 1 13 -100.73 Fail 1 14 -102.57 Fail 1 15 1 -93.97 Pass 2 1 -82.08 1 1 1 Pass 2 2 -82.75 Pass 2 3 -101.98 Fail 2 4 -90.11 Pass Provided by:BDA Systems Co Page 9 of 16 BDAESYSTEMS CO. Floor: 1st Floor Channel: 12 Suffolk PD CC Result: Fail Freq (MHz) Tech Band Ant Cable Ph. Type Mod NAC Area Points Critical Points Gain Loss passed % passed 852.28750 P25 Suffolk County- 0.00 0.00 0/19 (0%) 1/4 (25%) North Fork ED ____.___.._ I. 1 5 � Y I 9 10 N. T TT T T T �- —rT T T 11 2 1 15 ISuT FLOOR PLAN +• 0 Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft ft ft Area Color 1 15 1767.71 54.46 32.46 Black 2 4 1280.62 51.81 24.72 Black Provided by:BDA Systems Co Page 10 of 16 BDAMSYSTEMS CO. Floor: 1st Floor Channel: 12 Suffolk PD CC Reference Points Reference Power UL UL UL Selecte Comment Point (dBm) Power DAQ Tested d dBm 1 -86.22 Critical Points Critical DL DL UL UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm dBm dB 1 -91.26 Pass 2 -100.39 Fail 3 -96.86 Fail 4 -101.81 Fail Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss (dBm) (dBm) (dB) 1 1 -98.83 Fail 1 2 -104.97 Fail 1 3 -113.79 Fail 1 4 -112.79 Fail 1 5 -112.49 Fail 1 6 -105.35 Fail 1 7 -109.36 Fail 1 8 -111.44 Fail 1 9 -99.71 Fail 1 1 10 1 -117.32 Fail 1 11 1 -114.91 Fail 1 12 -116.70 Fail 1 13 -112.05 Fail 1 14 -107.66 Fail 1 15 -112.92 Fail 2 1 -124.43 Fail 2 1 2 1 -119.45 Fail 2 3 -114.16 Fail 2 4 -109.33 Fail Floor: 2nd Floor Provided by:BDA Systems Co Page 11 of 16 BDAE Channel: 3 Cutchogue FG2 Result: Fail Freq (MHz) Tech Band Ant Cable Ph. Type Mod NAC Area Points Critical Points Gain Loss passed % passed % 453.03750 P25 Suffolk County- 0.00 0.00 4/19(21%) 1/4(25%) North Fork 1 z 10 x b J fi T T T '�loe ILL 10 .. II T � T 1 16 n y i i i i Q QA AA AgQA Ala 1A fa AFbIR.fa A FLOOR PLAN ti Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft ft ft Area Color 1 15 2037.36 58.29 34.95 Black 2 4 1426.09 55.35 25.77 Black Provided by:BDA Systems Co Page 12 of 16 BDA Floor: 2nd Floor Channel: 3 Cutchogue FG2 Critical Points Critical DL DL UL UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm dBm d6 1 -106.49 Fail 2 -113.18 Fail 3 -98.08 Fail 4 -88.58 Pass Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss (dBm) (dBm) (dB) 1 1 -105.15 Fail 1 2 -94.25 .>ass 1 3 -97.72 Fail 1 4 -100.33 Fail 1 5 -105.42 Fail 1 6 -116.32 Fail 1 7 -95.22 Fail 1 8 -93.57 Pass 1 9 1 -104.23 Fail 1 10 -97.31 Fail 1 11 -102.27 Fail 1 12 -112.53 Fail 1 13 -118.95 Fail 1 14 -117.75 Fail 1 15 1 -96.46 Fail 2 1 -99.04 Fail 2 2 -93.56 Pass 2 3 -91.12 1 1 Pass 2 4 -97.84 Fail Provided by:BDA Systems Co Page 13 of 16 BDA. MSYSTEMS CO Floor: 2nd Floor Channel: 12 Suffolk PD CC Result: Fail Freq (MHz) Tech Band Ant Cable Ph. Type Mod NAC Area Points Critical Points Gain Loss passed % passed 852.28750 P25 Suffolk County- 0.00 0.00 0/19(0%) 0/4(0%) North Fork 2 3 d I i y i T uose T D J .: .-....-. TTT TII .. ,o i Itlle 1a tf IITTT T 12 ,5 AlRk Ak A, la !tlol li p w P T T _A "' 7�D FLOOR RLAN � 0 Grid #of Areas Area Size Area Width Area Height Ignore Comments (sq.ft ft ft Area Color 1 15 2037.36 58.29 34.95 Black 2 4 1426.09 55.35 25.77 Black Provided by:BDA Systems Co Page 14 of 16 BDA k:1 Floor: 2nd Floor Channel: 12 Suffolk PD CC Critical Points Critical DL DL UL UL UL Resul DL Comment Point Power DAQ Power DAQ Tested t Loss dBm) (dBm) (dB 1 -116.90 Fail 2 -124.87 Fail 3 -117.67 Fail 4 -120.16 Fail Area Points Grid Area DL DL UL UL UL Result DL Comment Power DAQ Power DAQ Tested Loss dBm) (dBm) (dB) 1 1 -118.39 Fail 1 2 -117.65 Fail 1 3 -116.98 Fail 1 4 -118.90 Fail 1 5 -118.71 Fail 1 6 -123.67 Fail 1 7 -119.56 Fail 1 8 -117.68 Fail 1 9 -119.52 Fail 1 10 1 -117.69 Fail 1 11 -122.01 Fail 1 12 -119.39 Fail 1 13 -117.73 Fail 1 14 -117.56 Fail 1 15 -118.01 Fail 2 1 1 -118.26 1 Fail 2 2 -115.56 1 1 Fail 2 3 -119.12 Fail 2 4 -118.33 Fail Provided by:BDA Systems Co Page 15 of 16 1 BDAQSYSTEMS CO. END Provided by:BDA Systems Co Page 16 of 16 FIRE ALARM NOTES: . 1. GENERAL INFORMATION A. THE FACP SHALL TRANSMIT ALL SIGNALS BY A UL LISTED COMMUNICATOR TO UL LISTED CENTRAL STATION. B. ALL EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH LOCAL ORDINANCES NFPA-72 RECOMMENDATIONS LISTED DISTANCES Q FIRE ALARM SCOPE OF WORK. & MANUFACTURER SPECIFICATIONS. ' — 0 D MANUFACTURER C. THE INSTALLATION OF ALL WIRING, CABLE SHALL BE IN COMPLIANCE LOCAL ORDINANCES, NFPA7 AN ,t '' ' SPECIFICATIONS. INSTALLATION OF NEW, ADDRESSABLE FIRE 4 w4 ''` 8�` " ALARM SYSTEM THROUGHOUT BUILDING .. D. ACCURATE WIRING DIAGRAMS SHALL BE SUPPLIED FOR "AS BUILT PLAN" PURPOSES. ANY DISCREPANCIES, CHANGES AND / OR ALTERATIONS MADE TO THE ARCHITECTURAL FLOOR PLANS AND / OR INTERCONNECTING SYSTEMS (SPRINKLER, HVAC, STRUCTURAL, INCLUDING NEW FACP AND DEVICES. SYSTEM TO 9 - } : . . . 44. ETC.) SHALL BE DOCUMENTED AND SUPPLIED FOR AS—BUILT PLAN PURPOSES. INCLUDE SMOKE AND HEAT DETECTION, ; ' . n :: E. ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN ON SITE. NOTIFICATION AS WELL AS MANUAL INITIATION ':' :�` t F. CONCEALED DEVICES SHALL 13E ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. OF ALARM VIA DUAL—ACTION PULL STATION . G. EACH INITIATING DEVICE SHALL BE CLEARLY LABELED FOR ITS RESPECTIVE ZONE, CIRCUIT AND / OR ADDRESS. SPRINKLER AND HVAC CONDITIONS WILL ALSO m H. ALTERATION AND / OR CHANGES TO THE FIRE ALARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A BE MONITORED/CONTROLLED BY FIRE ALARM LICENSED ENGINEER OR THE AUTHORITY HAVING JURISDICTION. '" ► ,; ` t y SYSTEM UTILIZING RELAYS AND MODULES. I. THE CIRCUIT BREAK BREAKER NUMBER, PANEL NUMBER CENTRAL STATION ACCOUNT NUMBER SHALL BE CLEARLY NOTED INSIDE THE FACP DOOR. , � s� k- £ v J. A 24 HOUR EMERGENCY SERVICE TELEPHONE NUMBER FOR THE FIRE ALARM CONTRACTOR AND A 24 HOUR CENTRAL STATION CONTACT TELEPHONE NUMBER SHALL BE CONSPICUOUSLY POSTED ON THE FACP. '* K -floe K. EXISTING DEVICES SHOWN ON THIS PLAN SET SHALL BE FIELD VERIFIED FOR EXISTENCE AND FUNCTIONALITY. BUILDING DESIGN DETAILS/NOTES: L. FAULTY EXISTING DEVICES SHALL BE REPLACED WITH NEW; MISSING EXISTING DEVICES SHALL BE INSTALLED AS NEW. ` " V' r 2. SMOKE AND HEAT DETECTORS BUILDING OCCUPANCY CLASSIFICATION IS STORAGE. A. EACH SMOKE OR HEAT DETECTOR SHALL NOT BE INSTALLED WITHIN 4" OF A SIDE WALL. TOTAL SQUARE FOOTAGE OF PROPOSED BUILDING IS 53937 SQFT. BUILDING STRUCTURE TO CONSIST OF LIGHT—GAUGE B. EACH WALL MOUNTED SMOKE OR HEAT DETECTOR SHALL BE INSTALLED BETWEEN 4 & 12 DOWN FROM THE CEILING. , a STEEL FRAMING AS WELL AS STRUCTURAL STEEL ELEMENTS * " C. EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN 36 FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING * jrt D. STRUCTURAL BEAMS AND OF! SOFFITS 12" OR GREATER SHALL BE TREATED AS A SMOKE/HEAT POCKET. WITH METAL PANEL/SIDING EXTERIOR AND METAL ROOF. 3. MANUAL FIRE ALARM PULL STATIONS CMU STAIR AND ELEVATOR SHAFTS. g4 BUILDING TO BE FULLY SPRINKLERED. SITE MAP- B.A. THE OPERABLE PART OF EACH PULL STATION SHALL BE MOUNTED 48" FROM THE FINISHED FLOOR TO THE TOP OF THE DEVICE.EACH PULL STATION SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBSTRUCTED AND ACCESSIBLE. C. EACH PULL STATION SHALL BE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. D. A PULL STATION SHALL BE LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER 40' IN WIDTH AND WITH 5' OF EACH SIDE OF THE OPENING. E. PULL STATIONS SHALL BE RESET VIA KEY 4. NOTIFICATION APPLIANCES A. ALL AUDIBLE DEVICES SHALL. HAVE A TEMPORAL-3 CODE. Z B. A SUFFICIENT NUMBER OF AUDIBLE DEVICES SHALL BE PROVIDED SO THAT THE FIRE ALARM SYSTEM IS AUDIBLE IN ALL PARTS OF THE BUILDING. �P C. ALL STROBE APPLIANCES SHALL HAVE A SYNCHRONIZED LIGHT PULSE OUTPUT AND DEACTIVATED AFTER SILENCE FUNCTION OCCURS. (AHJ DEPENDENT) D. THE BOTTOM OF THE STROBE-_ LENS OF ALL WALL MOUNTED STROBE & AUDIBLE STROBE COMBINATION APPLIANCES SHALL BE MOUNTED AT LEAST 80" ABOVE THE FINISHED FLOOR AND NO GREATER THAN 96" ABOVE THE FLOOR. FIRE ALARM S �_ QUENC. E OE OPERATION : NORTH FORK SELF STORAGE THE FIRE ALARM SYSTEM SHALL OPERATE AS FOLLOWS: 65 COMMERCE DR . FIRE MARSHAL STAMP BOX A. MANUAL OPERATION — OPERATION OF A MANUAL FIRE ALARM PULL STATION SHALL: SOUTHOLD 9 NY 11935 _ 9 , 1) IDENTIFY THE INDIVIDUAL STATION ON THE SYSTEM CONTROL PANEL AND SOUND THE ALARM BELL AT THE CONTROL PANEL AND ALARM PANELS. OWNER: JAYEFF CONSTRUCTION CORP = �"' `° REMOTE A ��� P 2) SOUND AUDIBLE ALARMS AND ACTUATE STROBES. 1800 ROUTE 34, SUITE 403 w. v� '�JA WALL TOWNSHIP, NJ 07719 3) TRANSMIT A SIGNAL TO THE CENTRAL STATION. Qd3Y�1 -t"a-cc.�. B. ACTIVATION OF AN AREA SMOKE DETECTOR OR SPRINKLER J WATER—FLOW SWITCH SHALL CAUSE THE FOLLOWING: 1) PROVIDE OPERATION AS DESCRIBED FOR MANUAL FIRE ALARM PULL STATION. l 2 A SIGNAL DEDICATED TO THE SPRINKLER SYSTEM WATER—FLOW ALARM SHALL NOT BE ABLE TO BE SILENCED WHILE THE SPRINKLER % r�vr SYSTEM IS FLOWING AT A RATE OF FLOW EQUAL TO A SINGLE HEAD. C. ACTIVATION OF A DUCT DETECTOR SHALL CAUSE THE FOLLOWING: 0 1) DISPLAY THE ORIGIN OF THE ALARM CONDITION REPORT ON THE -� AUG 5 2022 ALPHANUMERIC L.CD DISPLAY AT THE CONTROL PANEL AND REMOTE ��p� -72 ANNUNCIATOR PANELS. 3,3• Ida 2) SOUND AUDIBLE ALARMS AND ACTUATE STROBES. 3) SHUTDOWN HVAC UNIT OPERATION VIA CONTROL RELAY. 4) TRANSMIT A SIGNAL TO THE CENTRAL STATION. FIRE MARSHAL STAMP BOX D. ACTIVATION OF ANY SUPERVISORY CIRCUIT SHALL CAUSE THE PROJECT INFORMATION : FOLLOWING ACTIONS AND INDICATIONS: 1) DISPLAY THE ORIGIN OF THE SUPERVISORY CONDITION REPORT ON NORTH FORK SELF STORAGE THE ALPHANUMERIC LCD DISPLAY AT THE CONTROL PANEL AND REMOTE ANNUNCIATOR PANELS. 65 COMMERCE DR . 2) ACTIVATE SUPERVISORY AUDIBLE AND VISUAL SIGNALS AT THE SOUTH OLD , NY, 11935 CONTROL PANEL AND REMOTE ANNUNCIATOR PANELS. 3) RECORD THE OCCURRENCE OF THE EVENT, THE TIME OF INSTALLATION CONTRACTOR : OCCURRENCE AND THE DEVICE INITIATING THE EVENT. 4) TRANSMIT A SIGNAL TO THE CENTRAL STATION. DIAMOND SECURITY, INC. D. RECEIPT OF A TROUBLE SIGNAL AT THE FIRE ALARM CONTROL PANEL 16 SAWGRASS DRIVE, SUITE 2 SHALL CAUSE THE FOLLOWING ACTIONS AND INDICATIONS: BELLPORT, NY 11713 NY STATE LICENSE NUMBER: 12000043827 1) DISPLAY AT THE CONTROL PANEL AND REMOTE ANNUNCIATOR LICENSEE: THOMAS G. PARENTE PANELS ALPHANUMERIC LCD DISPLAY, THE ORIGIN OF THE TROUBLE TEL: 631 -775-7580 FAX: 631 -775-7581 CONDITION REPORT. ACTIVATE TROUBLE AUDIBLE AND VISUAL SIGNALS AT THE FIRE ITLE FLOOR: ARCHITECT: ARCHITECT_.STAMP: 2 T :r CONTROL PANEL AND REMOTE ANNUNCIATOR. KG DESIGN STUDIO ARCHITECTURE `�'`a�<>-`c': ." 3) RECORD THE OCCURRENCE OF THE EVENT, THE TIME OF 18 WILLETT AVE SECTION : 096 SAYVILLE, NY 11782 OCCURRENCE AND THE DEVICE INITIATING THE EVENT. BLOCK: 1 .00 PHONE: 516-647-5948 4) TRANSMIT A SIGNAL TO CENTRAL STATION. ' LOT: 01 .003 E—MAIL ADDRESS: ` • ' DATE: kgurnick©gmail.com AUGUST 2022 Ob-1�'YY PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA1 1 OF- 5 XXXX AS NOTED RP 24"x36" K STAIR 2 O O O O P Ez-, W TS LED M M P OLi`_r O M M M M M o O o ELEV. 2 O M M M M SPINKLER TS TS TS TS ROOM WFWFWFWF R UR R FACP RADIO O OC O O O o ELECTRIC ROOM STAIR #1 ® ,�\ P O O O O O ® O O O O O O O O O O O O O O � O O El i /o cm W TJ P M M O LED R PRIMARY RECALL OO CR SECONDARY RECA Fi R SHUNT ELEV. 1 O O O O O ® O O O O o O O O O O O O O O O O �! elf R m ® m O O O O O O O O O O O O O O O O O O O O O O O O O O O a a ® O O O O O O O O Ec FIRE MARSHAL STAMP BOX P O O O O O O O O O O O O O O O O O O O jO O O O O O O O O FPST FLOOR DEVICE LAYOUT. SCALE : 31 32FRE ALARM LEGEND 99 1 SCOPE OF WORK SYMBOL DESCRIPTION MANUFAC.' MODEL UANTIT FACP 1 FIRE ALARM CONTROL PANEL FIRELITE FL—ES50X 1 1 . INSTALL NEW DEVICES ( HEAT AND SMOKE DETECTORS , PULL STATIONS , NACS , CONTROL FIRE MARSHAL STAMP BOX RADIO ', RADIO COMMUNICATOR NAPCO SLE—LTEIV—FIRE 1 RELAYS/ MODULES) WHERE SHOWN ON PLAN . PROJECT INFORMATION : SYSTEM RECORD DOCUMENT SPACE AGE j 2 . HEAT DETECTORS AND SMOKE DETECTORS TO ROCS ELECTRONICS 06—SS000689 1 BOX NORTH FOR BE INSTALLED N TOP OF ELEVATOR SHAFT K SELF STORAGE O � SMOKE DETECTOR FIRELITE I FL-SD365 6 WITH REMOTE LEDS LOCATED IN LOBBIES . 65 COMMERCE DR . 3 . INSTALL MONITOR MODULES ON ALL III SOUTH 0 D , NY, 11935 HEAT DETECTOR FIRELITE FL-1-1365 4 � ,35 '�� 135 DEGREE, FIXED WATERFLOWS AND TAMPER SWITCHES . $8 FIRELITE FL-BGLX �!� 4. INSTALL DUCT DETECTORS HVAC SHUTDOWN " INSTALLATION CONTRACTOR : / • , .. © PULL STATION 9 DIAMOND SECURITYINC.RELAYS ON EACH OF THE HEAT PUMPS SHOWN o SYSTEM 16 SAWGRASS DRIVE, \CM CEILING B MOUNT, RED SENSOR BK—SORE 2 ON PLAN . SUITE 2 BELLPORT, NY 11713 as NY STATE LICENSE NUMBER: 12000043827 HORN STROBE SYSTEM CEILING MOUNT, RED SENSOR BK—PC2RL 9 LICENSEE: THOMAS G. PARENTE ��cm TEL: 631 -775-7580 FAX: 631 -775-7581 HORN STROBE SYSTEM BK—P2RK 1 NOTES : ARCHITECT W WEATHERPROOF, WALL MOUNT, RED SENSOR 1 . BUILDING TO BE FULLY SPR NKLERED . FLooR: ARCHITECT: STAMP: DD DUCT DETECTOR FIRELITE FIRST FL—D355PL 3 .., KG DESIGN STUDIO ARCHITECTURE 'S 2 . SPRINKLER DEVICES FOUND N STAIRWELLS . � ,. 18 WILLETT AVE CR CONTROL RELAY _ SECTION : 096 A VI S Y LEE, N Y 11782 FIRELITE FL CRF300 9 3 . FACP N ELECTRIC ROOM . BLOCK: 1 .00 PHONE: 516-647-5948 . FOR HVAC SHUTDOW/ELEVATORS (.�� MONITOR MODULE 4. REMOTE ANNUNCIATOR LOCATED IN ELEVATOR LOT: 01 .003 E—MAIL ADDRESS: ; FIRELITE FL—MMF300 13 FE MAP 4 FOR SPRINKLER EQUIPMENT S kgurnickC�gmail.com " KNOX BOX #2 LOBBY. DATE. K � 1 AUGUST 2022 ' FIRE DEPT ACCESS PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA2 2 OF 5 XXXX AS NOTED RP 24"x36" STAIR #2 O O O P LE ® m S LED OS W S M M O O O O ® m ELEV. #2 O STAIR #1 g O O O O O O P W TS O O �p M M LED O O O O O O O O O O O O O O O S O O O O O O O O ELEV. 1 O O O O O O O O m O O O O O O O O O FIRE MARSHAL STAMP BOX , 27. 1763 SECOND FLOOR DEVICE LAYOUT SCALE : 31 32" - 1 SCOPE OF WORK A -A V L _ G _ D 1 . NSTALL NEW DEVICES ( HEAT AND SMOKE SYMBOL DESCRIPTION MANUFAC.�� MODEL QUANTIT DETECTORS , PULL STATIONS MACS , CONTROL '" A FIRE MARSHAL STAMP BOX FACP FIRE ALARM CONTROL PANEL FIRELITE FL—ES50X 1ST FL. RELAYS/MODULES ) WHERE SHOWN ON PLAN . '': ° ' PROJECTINFORMATION : 2 . HEAT DETECTORS AND SMOKE DETECTORS TO RADIO RADIO COMMUNICATOR NAPC 0 SLE—LTEIV—FIRE 1ST FL. BE INSTALLED IN TOP OF ELEVATOR SHAFT °` y� NORTH FORK SELF STORAGE i 4, wYw A WITH REMOTE LEDS LOCATED IN LOBBIES . (SYSTEM RECORD DOCUMENT SPACE ACE gOX 65 COMMERCE DR . ROCS ELECTRONICS 06 SS000689 1ST FL. 3 . INSTALL MONITOR MODULES ON ALL S0UTH0LD , NY, 11935 O SMOKE DETECTOR FIRELITE j' FL—SD365 6 WATER FLOWS AND TAMPER SWITCHES . INSTALLATION CONTRACTOR : OHHEAT DETECTOR 4 . INSTALL DUCT DETECTORS HVAC SHUTDOWN FIRELITE FL—H365 2 135 DEGREE, FIXED RELAYS 0 N EACH 0 F THE HEAT PUMPS SHOWN 135 DIAMOND SECURITY, INC. FL—BGLX 16 SAWGRASS DRIVE, SUITE 2 P PULL STATION FIRELITE 2 O N PLAN . NY STATE B LICENSE NUMBER 1 1 12000043827 i STROBE SYSTEM �M CEILING MOUNT, RED SENSOR cm 0 R. LICENSEE: THOMAS G. PARENTE — — —* TEL: 631 -775 7580 FAX: 631 775 7581 HORN STROBE SYSTEM gK—PC2RL 11 NOTES : x �3 A ARCHITECT CEILING MOUNT REDS C ECT STAMP: , SENSOR > �� FLooR: ARCHITECT. A 1 . BUILDING TO BE FULLY SPR NKLERED . � �� � CM HORN STROBE SYSTEM k SECONDr n R ,. KG DESIGN STUDIO ARCHITECTUREt W WEATHERPROOF, WALL MOUNT, RED SENSOR II BK—P2RK 1ST FL. 2 . SPR NKLER DEV CES FOUND N STA RWELLS . a 18 WILLETT AVE DD FIRELITE ' FL—D355PL SECTION : 096 SAYVILLE NY 11782 ' , ❑ MAP BLOCK: 1 .00 PHONE: 516-647-5948 , DUCT DETECTOR �, 5 �` T E J CR CONTROL RELAY FIRELITE i FL—CRF300 5 LOT: 01 .003 E—MAIL ADDRESS: 1 . .k FOR HVAC SHUTDOW DATE: kgurnick@gmail.com ,r T R AUGUST 2022 MONI 0 MODULE ❑M FL—MMF300 4 FOR SPRINKLER EQUIPMENT FIRELITE PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA3 3 OF 5 XXXX AS NOTED RP 24"x36" F RE ALARM LEGEND rsymBOLI DESCRIPTION MANUFAC.' MODEL iQUANTIT S FACP FIRE ALARM CONTROL PANEL FIRELITE !, FL—ES50X 1 O RADIO RADIO COMMUNICATOR NAPCO SLE—LTEIV—FIRE 1 DOCS 'BOX RECORD DOCUMENT SPACE AGE ELECTRONICS 06—SS000689 1 O SMOKE DETECTOR FIRELITE FL—SD365 6 o HEAT DETECTOR 0,35 FIRELITE FL—H365 2 135 DEGREE, FIXED 0 SPRINKLER © PULL STATION FIRELITE I FL—BGLX 0 ROOM \0 STROBE SYSTEM BK—SCRL 2 CR PRIMARY RECALL / cm -0 CEILING MOUNT, RED SENSOR DV HORN STROBE SYSTEM CR SECONDARY RECALL BK—PC2RL 0 MI cm CEILING MOUNT, RED SENSOR CR SHUNT M M M M M M M HORN STROBE SYSTEM BK—P2RK 0 M WP WEATHERPROOF, WALL MOUNT, RED SENSOR L = TS TS TS TS WFWFWFWF DD DUCT DETECTOR FIRELITE FL—D355PL 0 ICRI CR CR CONTROL RELAY 6 ELEV * - 2 FIRELITE FL—CRF300 ' ��c`� ���� ��J= FACP RADIO CR FOR HVAC SHUTDOW/ELEVATORS DOCS MONITOR MODULE FL—MMF300 g FOR SPRINKLER EQUIPMENT FIRELITE ELECTRIC ELE V o ROOM \o / \cm FIRE MARSHAL STAMP BOX F - ---------------------------------------------- \o / \cM ------------- --------------------------------- ---------- FIRE MARSHAL STAMP BOX PROJECT INFORMATION : NORTH FORK SELF STORAGE 65 COMMERCE DR . ROOM / ELEVATOR LAYOUTS ( RRST FLO_0R ) ENLARGED- SCALE : 3 899 SOUTHOLD , NY, 11935 INSTALLATION CONTRACTOR : DIAMOND SECURITY, INC. 16 SAWGRASS DRIVE, SUITE 2 NOTES : SCOPE OF WORK : BELLPORT, NY 11713 NY STATE LICENSE NUMBER: 12000043827 LICENSEE: THOMAS G. PARENTE 1 . ABOVE LAYOUTS ARE FOR FIRST FLOOR ROOMS 1 NSTALL NEW DEVICES HEAT AND SMOKE TEL: 631 -775-7580 FAX: 631 -775-7581 AND ELEVATORS . ARCHITECT STAMP: AT DETECTORS LOCATED N ELEVATOR PITS . DETECTORS NACS CONTROL RELAYS/MODULES) FLOOR: ARCHITECT: k 2 . HEAT FIRST r��. �� q� WHERE SHOWN ON PLAN . KG DESIGN STUDIO ARCHITECTURE , 3 . FACP LOCATED N ELECTRIC ROOM , NOT18 WILLETT AVE SECTION : 096 SAYVILLE NY 11782 SPRINKLER ROOM . 2 . INSTALL REMOTE LEDS N ELEVATOR LOBBIES ; , BLOCK: 1 .00 PHONE: 516-647-5948 4 . BUILDING WILL BE SPR NKLERED . TIE ELEVATOR PIT HEATS TO LEDS . LOT: 01 .003 E—MAIL ADDRESS: �Rt } 3 . NSTALL STROBES ( 2X ) N BATHROOMS DATE: p. kgurnick©gmail.com AUGUST 2022 Orlb-�L PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA4 4 OF 5 XXXX AS NOTED RP 24"x36" F RE ALARM LEGEND SYMBOL DESCRIPTION IMANUFAC., MODEL QUANTIT ROOF FACP FIRE ALARM CONTROL PANEL FIRELITE FL—ES50X ROOF DECK RADIO] RADIO COMMUNICATOR NAPCO SLE—LTEIV—FIRE 1 �SYSTEM RECORD DOCUMENT SPACE AGE BOX i ELECTRONICS 06—SSU00689 SMOKE DETECTOR FIRELITE FL--SD365 12 � SLc In --[D D IC R DID M M S p S DD -C DD CR CR DD -CR —DD -CR H S S P S M HEAT DETECTOR f 16/2 O35 135 DEGREE, FIXED FIRELITE ' FL-1-1365 6 P❑ PULL STATION FIRELITE FL—BGLX 9 STROBE SYSTEM 0 BK—SCRL 2 CEILING MOUNT, RED \cm SENSOR 9 ' 4 HORN STROBE SYSTEM i cm CEILING MOUNT, RED SENSOR BK—PC2RL 20 HORN STROBE SYSTEM I BK—P2RK 1 WEATHERPROOF, WALL MOUNT, RED SENSOR DUCT DETECTOR FIRELITE FL--D355PL 8 EOL O O O O O O O O O O ONA(,. nCR CONTROL RELAY FIRELITE FL—CRF300 14 FOR HVAC SHUTDOW/ELEVATORS CM cm cm cm cm cm cm cm cm cm cKli MONITOR MODULE 16/2 FIRELITE FL—MMF300 17 FOR SPRINKLER EQUIPMENT : KNOX BOX , FIRE DEPT ACCESS j SECOND FLOOR HARD CEILING 16/2 S S I S M �A M M M M M M SLC 1, SCR p p S DD -CR -CR - rR -CR H M - M M RADIO f S p DID CR DID H s CR CR M -Lp H H NAC FIRE MARSHAL STAMP BOX � � 16/2 1 0 ' 6 " FAC P EOL O O 0 CM CIA \cm cm cm cm (�M \CM cm cm ANN 16/4 F RE ALARM R SER DI AGRAM- FIRE MARSHAL STAMP BOX W R E S P EC I F CAT O N S : PROJECT INFORMATION : NORTH FORK SELF STORAGE 1 6 / 2 SOLID FPLP , RED , 4 — CONDUCTOR 65 COMMERCE DR . Q 6 4 SOLID PLENUM , RED , 2 — CONDUCTOR SOU THOLD , NY, 11935 INSTALLATION CONTRACTOR : DIAMOND SECURITY, INC. 16 SAWGRASS DRIVE, SUITE 2 BELLPORT, NY 11713 NY STATE LICENSE NUMBER: 12000043827 LICENSEE: THOMAS G. PARENTE TEL: 631 -775-7580 FAX: 631 -775-7581 CAMP: -�� FLOOR: ARCHITECT: ARCHITE� "AN D c RISER KG DESIGN STUDIO ARCHITECTURE 18 WILLETT AVE SECTION : 096 SAYVILLE, NY 11782 T BLOCK: 1 .00 PHONE: 516-647-5948 LOT: 01 .003 E—MAIL ADDRESS: -4 DATE: kgurnick@gmail.com AUGUST 2022 PACE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA5 5 OF 5 XXXX AS NOTED RP 24"x36' Contractor's Material and Test Certificate for Aboveground-Piping'' Procedure: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnesgatby an owner's representative. All defects shall be corrected and system left in service before cortractor s person el.,finially'leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owner's r and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for";;::< e' faulty material, poor workmanship,or failure to comply with approving authority's requirements or local ordinaneesjrrL _ L' Property Name: North Fork Self Storage LLC Property Address. 65 Commerce Dr.Cutchogue,NY 11935 Date: 3J5124 -;; Accepted'by Approving Authorities(Names): TOWN OF SOUTHOLD FIRE MARSHAL bEp s Address:, 65 Commerce Dr.Cutchogue,NY 11935 ,P...lans Installation conforms to accepted plans: E Yes �❑ No Equipment use is approved: R Yes ❑ No f If no,explain deviations: :•.;.•,, x„ Has person in charge of fire equipment been instructed as to 9 Yes ❑ No s: = location of control valves and care and maintenance?: If no,explain: InstrUCUOns Have copies of the following been left on the premises?: 1.System components instructions 0 Yes ❑ No 2. Care and maintenance instructions 0 Yes ❑ No 3. NFPA 25 ❑Yes 2 No Lt7C8t#`qi�"Of` Supplies Buildings: ^,S/St4tl1„ ENTIRE BLDG. Year of Temperature Make Model Office Size Quantity Manufacture Rating VIKING VK4621 2023 112" 2 155 F In ' VIKING VK178 2023 1" 4 155 F VIKING VK305 2023 112" 5/2 155/200 F VIKING VK300 2023 1/2" 490 155 F Pipe;and ,' Type of Pipe: BLACK STEEL,SCHEDULE 10,SCHEDULE 40, Flftings- Type of Fittings: CAST IRON THREADED,GROOVED Alarm a1ye; Alarm Device Maximum Time to Operate Through Test Connection oe'Plovu Type Make Model Min Sec ' Dray Valve Q.O.D. x„ .. Make Model Serial# Make Model I Serial# a VIKING VXR DIry.Pipe_a Time to Trip Through Water Air Trip Point Time Water Reach Narm Operated Q eratiln' ``•, Test Connection Pressure Pressure Air Press. Test Outlet Properly?_____ Min Sec PSI PSI PSI Min Sec Yes No Without ;. Q.O.D. 0 43 48 32 10 0 24 x With Q.O.D. Operation: ❑ Pneumatic El Electric El Hydraulic ping Supervised? ❑Yes ❑ No Detecting Media Supervised? ❑Yes ❑ No D'iu,g -a *' Does valve operate from the manual trip,remote,or both control stations? ElYes ❑ No ;Prga ,.�� Is there an accessible facility in each circuit for testing? ❑Yes ❑ No Fvaty s ;x a If no,explain: Each Circuit Operate Each Circuit Operate Maximum Time to Make Model Su v. Loss Alarm? Valve Release? Operate Release Yes No Yes No Min Sec VIKING VXD ❑ ❑ 11 ❑ Residual Pressure Flow 'PliotiIl1'e" Location& Make& Static Pressure . Setting (Flowing) Rate -Reducin"g Floor Model Left(psi) Outlet(psi) Inletpsi) Outlet(psi) Flow(gpmlj Uaive-Tesfi =" ,Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for 2 hours or 50 psi ' a- ." 3.4 bars above static pressure in excess of 150 psi 10.2 bars for 2 hours. Differential dry-pipe valve g clappers shall be left oen during the test to prevet damage. All aboveground leakage shall stopped. Q SCri p ptiOn' neumatic: Establish 40 psi (2.7 bars)air pressure and measure drop,which shall not exceed 1 Y2 psi (0.1 bars)in 24 hours. Test pressure tanks at normal water level and air pressure and measure air ;E. pressure drop,which shall not exceed 1 1/2 psi(0.1 bars)in 24 hours. g' All piping hydrostatically tested at psi bars for 2 hrs If no,state reason: 200 Dry piping pneumatically tested ❑■ Yes ❑ No �;F��"✓s 1 t��� s Equipment operates properly ■ Yes ❑ No 0 � Do you certify as the sprinkler contractor that additives and corrosive chemicals,sodium silicate or x�r derivatives of sodium silicate, brine,or other corrosive chemicals were not used for testing systems or stopping leaks? ❑' Yes ❑ No Reading of gauge located near water Residual pressure with valve test in a> = Drain Test supply test connection: 48 psi bars) I connection open wide: 43 psi bars) Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping: Verified by copy of the U-Form No.85B ElYes ElNo Other(explain): Flushed by installer of underground sprinkler piping ❑Yes ❑ No If powder-driven fasteners are used in concrete, has representative If no,explain: sample testing been satisfactorily completed? ❑Yes ❑ No Number Used Locations Number Removed ;'Testing ' Welded Piping? LJ Yes LLmJ No F=_ If yes: Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9,Level AR-3? El Yes ❑ No Do you certify that the welding was performed by welders qualified in compliance with the requirements of at least AWS D10.9, Level AR-3? ❑Yes LJ No Do you certify that welding was carried out in compliance with a documented quality control procedure to ensure that all discs are retrieved,that openings in piping are smooth,that sla and other welding residue -1:14 is removed,and that the internal diameters of piping are not penetrated? Yes ❑ No CUtdUts" Do you certify that you have a control feature to ensure that all cutouts(discs)are retrieved? pscs '°X ❑Yes ❑ No Hydraulic,,_ Nameplate provided? W Yes L No If no,explain: late; Date left in service with all control valves open: Retriarks. 2/7/24 Name of Sprinkler Contractor: MILL BROOK FIRE PROTECTION TO For Property Owner(signed) TITLE DATE Witnessed: BUILDING OWNER'S REP. 3/5/24 For Sprinkler Contractor(signed) TITLE DATE FIELD SUPERVISOR 3/5/24 rAdclittonai�Explenation ai4 Notes 9 = Revised: 2013-May-02 Building Inspections Forms and Handouts G:IDSDSystemlHandouts\Building\PlumbinglContractorsAboveGroundPiping.doex Page 2 of 2 Owner's Information Certificate Name/Address of property to be protected with sprinkler protection: Good Friend Storage - 65 Commerce road Cutchogue NY 11935 Name of Owner Marc Slayton Existing or planned construction is: IX Fire resistive or noncombustible Wood frame or ordinary(masonry walls with wood beams) Unknown Is the system installation intended for one of the following special occupancies: Aircraft hangar �° Yes No Fixed guideway transit system (" Yes or, No Race track stable "" Yes No Marine terminal,pier,or wharf r Yes No Airport terminal r` Yes [XI No Aircraft engine test facility ( Yes No Power plant r Yes IX,, No Water-cooling tower ( Yes No If the answer to any of the above is"yes,"the appropriate NFPA standard should be referenced for sprinkler density/area criteria. Indicate whether any of the following special materials are intended to be present: Flammable or combustible liquids r Yes No Aerosol products r Yes No Nitrate film r Yes No Pyroxylin plastic r Yes JK, No Compressed or liquefied gas cylinders r, Yes DC No Liquid or solid oxidizers r Yes J�Ay No Organic peroxide formulations r Yes ►A No Idle pallets ]"" Yes JX� No If the answer to any of the above is"yes,"describe type,location,arrangement,and intended maximum quantities. Indicate whether the protection is intended for one of the follwing specialized occupancies or areas: Spray area or mixing room r Yes No Solvent extraction r Yes No Laboratory using chemicals r Yes No Oxygen-fuel gas system for welding or cutting (� Yes No Acetylene cylinder charging r Yes JX, No Production or use of compressed or liquefied gases r Yes No Commercial cooking operation r% Yes No Class A hyperbaric chamber "` Yes No Cleanroom Yes No Incinerator or waste handling system (" Yes No Linen handling system r Yes No Industrial furnace r Yes JA No Water-cooling tower r. Yes IR No If the answer to any of the above is"yes,"describe type,location,arrangement,and intended maximum quantites. Will there be any storage of products over 12 ft(3.6 m)in height? (! Yes IX No If the answer is"yes,"describe product,intended storage arrangement,and height. Will there be any Storage of plastic,rubber,or similar products over 5 ft(1.5 m)high except as described above? RA° Yes r. No If the answer is"yes,"describe product,intended storage arrangement and height. Plastic or rubber may be stored or stacked up to approx 12' on second floor first floor lip to approx 8' I certify that I have knowledge of the intended use of the property and that the above information is corect. Signature of owner's representative or agent: 4#dmw i9e�fondob Date: 4�y--902f Name of owner's representative or agent completing certificate(print): 44'd/`ew 9e�fardola Relationship and firm of agent(print): (general Contractor- Jayeff Construction Please Continue to the next section for Additional Information Needed for the Fire Sprinkler Contractor ' i Additional Information Needed for the Fire Sprinkler Contractor: Please Provide the name ofinsurane agency: HUB International New England, LLC - Daniel Snyder ' Will the building be heated to maintain a minimum of 4lP F? a( Yes [_ No Will there be any walk-in coolers or freezers? Yes lK- No Will there be any exterior loading docks where combustible materials are stored? Yes No Which of the following best describes the intended use of the building(Please Check All That Applies): Residential: r One or Two Family Housing Apartments,Condominiums.Motels or Hotels up to four stories in height I^ Apartments or Condominiums over four stories in height i Institutional: ! Nursing Home or Assisted Living Facility with more than 16 Residents Healthcare Facility 1- Other(Please Describe) Commerical: r Retail or Mercantile without stock/storage area(s) I" Retail or Mercantile with stock/storage area(s) r Offices (� Offices with storage warehouse area(s) r Restaurant with service area,Laundry,Bakery �- Repair Garage or Shop Other(Please describe): Storage facility r7 Manufacturing: Wood Working,Processing or Assembly(i.e.cabinetry,furniture,truss maufacluring,etc.) Metal Working Paper Products or Processing r Printing or Publishing 17 Agricultural Products Rubber Products Plastic Products Note: If any of the storage areas are expected,please seethe Storage Section of this survey that follows. Survey for Storage Occupancies NFPA 13 defines miscellaneous storage as;"Storage that does not exceed 12 ft in height and is incidental to another occupancy group.Such storage shall not constitute more than 10%of the building area or 4000 fe of the sprinkled area,whichever is greater.Such storage shall not exceed 1000 ft in one pile or area,and each such pile or area shall be separated from other storage areas by at least 25 ft." If the building is expected to be used for storage that exceeds the NFPA 13 definition of miscellaneous storage,please complete the storage section below. Storage Section Provide description of storage commodity(What will you be storing): ' _Seasonal items and extra furniture How is Product Stored: Racks **See below Piled Bins Other(please describe): **If Storage racks are expected,will the shelving be: Solid Open I`Other: What type of rack? Single Row Double Row Multiple Row Other: What will be the Aisle Widths? r 4' r 8' r-Other: Maximum Storgae Height: IT&below r 12'-15' r 16'-20' F 21'-25' 26'-30' r 31'-Over Provide description of: Containers Packaging Cartons r Other(please describe): Will the commodity be stored on pallets? Yes J No If yes,what type pallets? I-- Wood r Plastic r Other(please describe): Will the commodity be encapsulated with plastic binding material? d,t} Yes IX- No If yes,will the binding material cover the tops of the commodity? Yes Dr.', No Please note that some storage arrangements may require draft stops,smoke curtains and/or smoke exhust vents in accordance with governing building codes. Check with the Local Authorities for Code Requirements. DF-60957:C Es-Zoox 1 Fire.�iTe�A�arms Intelligent Addressable FACP with Communicator by Honeywell Addressable Fire Alarm Control Panels General The ES-20OX is the latest intelligent addressable Fire Alarm Control Panel (FACP)from Fire-Lite Alarms and is a direct replacement for the MS-92000DLS. The ES-20OX comes with a pre-installed com- municator and supports up to 198 addressable devices (99 detec- tors and 99 modules).With an extensive list of powerful features,the ES-20OX programs just like Fire-Lite's other addressable products, yet fits into applications previously served only by conventional pan- els. -.The pre-installed IPOTS-COM is a dual technology (POTS and IP) communicator.The POTS transmits system status(alarms,troubles, AC loss, etc.)to a Central Station via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals over the Internet saving the monthly cost of two dedi- cated business telephone lines.Although not required, the second- ary telephone line may be retained providing backup communication over the public switched telephone line.Optional cellular reporting is available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the FS-Tools Upload/Download utility. Programming databases can be uploaded/downloaded via the panel's USB port(and USB cable) or via an ethernet connection using the IPOTS-COM communicator. The USB port also allows for the download or upload of the entire program, history file, walk-test data, current status and system volt- . Alarm verification selection per detector point ages by means of a USB flash drive. • Maintenance alert warns when smoke detector dust accumula- The power supply and all electronics are contained on a circuit tion is excessive board supported on a new quick install chassis and housed in a • One-person audible or silent walk test with walk-test log and metal cabinet. Available accessories include local and remote printout upload/download software, remote annunciators, and reverse polar- • System alarm verification selection per detector point ity/city box transmitter(4XTMF). • PAS (Positive Alarm Sequence) and Pre-signal per point (NFPA Features 72 compliant) • Up to 16 ANN-BUS annunciators-8 per each ANN-Bus • Listed to UL Standard 864, 10th edition • Remote Acknowledge, Alarm Silence, Reset and Drill via • Pre-installed IPOTS-COM Ethernet IP and POTS(Plain Old Tele- addressable modules or remote annunciator phone Service)Central Station Communicator overAlarmNet . Upload/Download of program and data via USB with optional FS- • Optional CELL-MOD or CELL-CAB-FL GSM Central Station Tools Programming Utility Communicator overAlarmNet@ • Automated activation of the ECC-50/100 Emergency Command SLC COMMUNICATION LOOP Center • Supports LiteSpeedTm and CLIP protocols • ECC-FFT Firefighter Telephone option • SLC operates up to 10,000 ft. (3,000 m)in LiteSpeed mode with • Compatible with SWIFT@ wireless devices twisted, unshielded wire • Auto-programming (learn mode) reduces installation time. . Single addressable SLC loop which meets NFPA Class B and Reports two devices set to the same address Class A requirements • Four built-in, independently programmable Style Z (Class A) or Style Y(Class B)NAC circuits • 198 addressable device capacity (99 addressable detectors and • Selectable strobe synchronization for System Sensor,Wheelock, 99 modules) and Gentex devices • Compatible with Fire-Lite's addressable devices (refer to the • Notification Appliance Circuit End of Line resistor matching SLC Wiring Manual) • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(MACS) • Two programmable relays and one fixed trouble relay • Built-in Programmer Four independently programmable output circuits. Circuits can be • Integral 80-character LCD display with backlighting configured for the following outputs: • Real-time clock/calendar with automatic daylight savings control —Style Y(Class B) • History file with 1,000 event capacity —Style Z(Class A) • Addressable sounder base compatibility • Silence Inhibit and Autosilence timer options • Multi-criteria detector (smoke, heat, CO) with programmable . Continuous, March Time, Temporal, or California code for main response circuit board NACs with two-stage capability • Control module delay timer Selectable strobe synchronization per NAC • Automatic detector sensitivity testing(NFPA 72 compliant) • Automatic device type-code verification 2.5 A special application,250mA regulated,total power for NACs • Point trouble identification NOTE.Maximum or total 24 VDC system power shared between all NAC • Waterflow selection per module point circuits and the ANN-BUS is 2.7 A DF-60957:C•7/16/2018—Page 1 of 4 PROGRAMMING AND SOFTWARE PRN Series: UL listed compatible event printer. Uses tractor-fed • Autoprogramming(learn mode)reduces installation time paper. • Custom English labels (per point) may be manually entered or OPTIONAL MODULES selected from an internal library file • Two programmable Form-ib relay outputs 4XTMF Reverse Polarity Transmitter Module: Provides a super- vised output for local energy municipal box transmitter, alarm and • 99 software zones trouble. Includes a disable switch and disable trouble LED. • Continuous fire protection during online programming PWRMOD24 Power Expander Module: Optional power module. • Program Check automatically catches common errors not linked Increases alarm power output to 6 amps. to any zone or input point COMPATIBLE ANNUNCIATORS • OFFLINE PROGRAMMING: Create the entire program in your office using FS-Tools,a Windows&based software package,and ANN-80: Remote LCD annunciator mimics the information dis- upload/download system programming locally. Offline program- played on the FACP LCD display. Recommended wire type is un- ming requires an ethernet connection. FS-Tools is available on shielded. www.firelite.com. ANN-100: Remote LCD annunciator mimics the information dis- played on the FACP LCD display. Recommended wire type is un- User interface shielded. For use in FM applications only. LED INDICATORS ANN-1/0: LED Driver Module provides connections to a user sup- plied graphic annunciator.(See DF-52430.) • Fire Alarm(red) ANN-LED:Annunciator Module provides three LEDs for each zone: • CO Alarm(red) Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • AC Power(green) 60241.) • Supervisory(yellow) ANN-RLED:Provides alarm(red)indicators for up to 30 input zones • Trouble(yellow) or addressable points. (See DF-60241.) • Ground fault(yellow) ANN-RLY:Relay Module provides 10 programmable Form-C relays. Can be mounted inside the cabinet.(See DF-52431.) • Battery fault(yellow) ANN-S/PG: Serial/Parallel Printer Gateway module provides a con- • Disabled(yellow) nection for a serial or parallel printer. (See DF-52429.) • Maintenance(yellow) ADDRESSABLE DEVICES • Communication(yellow) All feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector. Lite- • F1-F4 Programmable Function Keys(yellow) Speed only. KEYPAD SD365-IV: Addressable low-profile photoelectric smoke detector. • 16 key alpha-numeric pad Ivory. LiteSpeed and CLIP mode. • Acknowledge SD365T:Addressable low-profile photoelectric smoke detector with • Alarm Silence thermal sensor. LiteSpeed only. • Drill(Manual Evacuate) SD365T-IV: Addressable low-profile photoelectric smoke detector with thermal sensor. Ivory. LiteSpeed and CLIP mode. • Four(4)programmable function keys SD365R: Remote test capable addressable photoelectric smoke • Reset(lamp test) detector for use with DNR(W)duct detector housing. LiteSpeed only. PRODUCT LINE INFORMATION SD365R-IV: Remote test capable addressable photoelectric smoke ES-20OX:Addressable Fire Alarm Control Panel with one SLC loop. detector for use with DNR(W) duct detector housing. Ivory. Lite- Includes main circuit board with display, pre-installed communicator, Speed and CLIP mode. chassis with transformer, backbox with door, plastic bag containing H366: Low-profile 135°F fixed thermal sensor. LiteSpeed only. screws,cables,key,etc. (For ES-200XC, refer to DF-60958.) H365-IV: Low-profile 135°F fixed thermal sensor. Ivory. LiteSpeed FS-Tools: Programming software for Windows®-based PC com- and CLIP mode. puter.Available for download at www.firelite.com. H365R: Low-profile, intelligent, rate-of-rise thermal sensor. Lite- CELL-CAB-FUCELL-MOD:Optional GSM communicators. Speed only. IPOTS-COM: Dual technology (POTS and IP) communicator. H365R-IV: Low-profile, intelligent, rate-of-rise thermal sensor. Ivory. (replacement board) LiteSpeed and CLIP mode. DP-ES-R:Optional dress panel for the ES-200X. H365HT: Low-profile intelligent 190°F/88°C fixed thermal sensor. TR-CE:Optional trim ring for semi-flush mounting. LiteSpeed only. BB-2F:Optional cabinet for one or two modules. H365HT-IV: Low-profile intelligent 190°F/88°C fixed thermal sensor. BB-6F: Optional cabinet for up to six modules mounted on CHS-6 Ivory. LiteSpeed and CLIP mode. chassis. Legacy Devices BB-26: Battery backbox, holds up to two 25 AH batteries and CHG- CP355:Addressable low-profile ionization smoke detector. 75. SD365:Addressable low-profile photoelectric smoke detector. BB-55F: Battery box, houses two 55 AH batteries SD365T:Addressable low-profile photoelectric smoke detector with CHS-6:Chassis,mounts up to six multi-modules in a 1313-6F cabinet. thermal sensor. CHG-76:Battery charger for lead-acid batteries with a rating of 25 to SD355R: Remote test capable addressable photoelectric smoke 75 AH. detector for use with DNR(W)duct detector housing. CHG-120F: Remote battery charging system for lead-acid batteries SD355CO:Addressable, low-profile device that provides fire, heat, with a rating of 55 to 120 AH. Requires additional BB-55F for mount- and carbon monoxide(CO)detection. ing. BAT Series: Batteries,see data sheet DF-52397. H355: Fast-response, low-profile heat detector. Page 2 of 4—DF-60957:C•7/16/2018 H355R: Fast-response, low-profile heat detector with rate-of-rise SWIFT Wireless Devices option. W-GATE:LiteSpeed Wireless Gateway H355HT: Fast-response, low-profile heat detector that activates at W-SD356: LiteSpeed intelligent,wireless photo detector. 190°F/88°C. W-H355R:LiteSpeed intelligent wireless rate of rise(136*)heat AD355: Low-profile, intelligent, "Adapt" multi-sensor detector detector. (13350LP base included). W-SD355T:Intelligent wireless photo/heat detector. B20OS:Programmable, addressable sounder base. W-H355: LiteSpeed intelligent wireless fixed-temperature (135°) B200SR:Addressable sounder base. heat detector. BEAM356:Intelligent beam smoke detector. W-MMF: LiteSpeed Intelligent wireless monitor module. BEAM355S: Intelligent beam smoke detector with integral sensitiv- W-CRF: LiteSpeed Intelligent wireless relay module. ity test. W-BG12LX: LiteSpeed Intelligent wireless pull station. D365PL: InnovairFlex low-flow non-relay duct-detector housing; WAV-RL,WAV-WL,WAV-CRL,WAV-CWL:LiteSpeed Intelligent AV includes SD355R. bases. DNR: InnovairFlex low-flow non-relay duct-detector housing. (Order W-USB: Wireless USB radio/antenna dongle that plugs into the SD355R/SD365R separately.) USB port of a PC running SWIFT Tools. DNRW: InnovairFlex low-flow non-relay duct-detector housing, with SWIFT Tools: Programming and diagnostic utility for the Wireless NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) Gateway and devices.Available for download from firelite.com. Addressable Modw/es NOTE. For more information on Compatible Addressable Devices for MMF-300: Addressable Monitor Module for one zone of normally- use with the ES-200X, see the following data sheets (document num- 55 open dry-contact initiating devices. Mounts in standard 4.0" (10.16 (DF-bers) 86), Series (DF-61010), H365 Series (DF-65), C AD 0-6 cm.) box. Includes plastic cover plate and end-of-line resistor. Mod- (DF-52386), BG-12LX(DF-52013), C2130), C (DF-52365), CRF-300-6 ule may be configured for either a Style B Class B or Style D Class (DF-52374), CMF/CRF Series (DF-52130), CP355 (DF-52383), H355 9 Y ( ) Y ( Series (DF-52385), 1300 (DF-52389), ISO-6 (DF-60485), MMF-300 A)IDC. Sedes/MDF-300 (DF-52121), MMF-300-10 (DF-52347), MMF-302-6 MDF-300: Dual Monitor Module. Same as MMF-300 except it pro- (DF-52356), SD355ISD355T (DF-52384), and SLC Wiring Manual vides two Style B(Class B)only IDCs. (51309). MMF-301: Miniature version of MMF-300. Excludes LED and Style NOTE.,Legacy 300 Series detection devices such as the CP300/CP350, D option. Connects with wire pigtails. May mount in device backbox. SD300(7)/SD350(7)and older modules such as the M300, M301, M302, MMF-302:Similar to MMF-300.Addressable Monitor Module for one C304, and BG-10LX are not compatible with LiteSpeed polling. If the zone of conventional two-wire detectors. Requires resettable 24 SLC contains one of these devices, polling must set for standard q CLIP protocol. Please consult factory for further information on previous VDC power. Refer to the Device Compatibility Document for listed 300 Series devices. compatible devices and quantity limitation. ADDRESSABLE DEVICE ACCESSORIES CMF-300:Addressable Control Module for one Style Y/Z (Class B/ A) zone of supervised polarized Notification Appliances. Mounts End-of-Line Resistor Assembly (R-47K and R-3.91K): The directly to a 4.0" (10.16 cm.) electrical box. NAC option requires 47k ohm assembly supervises the MMF-300, MDF-300, MMF-301, external 24 VDC to power notification appliances. and CMF-300 module circuits. The 3.9k ohm assembly supervises CRF-300:Addressable relay module containing two isolated sets of the MMF-302 module circuit.These resistors are included with each Form-C contacts, which operate as a DPDT switch. Mounts directly module. to a 4.0"(10.16 cm.)box,surface mount using the SM6500. Power Supervision Relay: Supervises the power to 4-wire smoke BG-12LX: Addressable manual pull station with interface module detectors and notification appliances. mounted inside. Wiring Requirements 1300:This module isolates the SLC loop from short circuit conditions While shielded wire is not required, it is recommended that all SLC (required for Style 6 or 7 operation). wiring be twisted-pair to minimize the effects of electrical interfer- ISO-6: Six-fault isolator module. Mount one or two modules in a ence. Refer to the panel manual for wiring details. BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SM13500: Used to mount all modules except the MMF-301 and M301. MMF-300-10:Ten-input monitor module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. MMF-302-6: Six-zone interface module. Mount one or two modules in a 1313-217 cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF-300-6:Six-circuit supervised control module. Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CRF-300-6:Six-relay control module(Form-C relays). Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. DF-60957:C-7/16/2018—Page 3 of 4 SYSTEM SPECIFICATIONS System Capacity Temperature and Humidity Ranges • Intelligent Signaling Line Circuits................................................1 This system meets NFPA requirements for operation at 0—49°C/32 • Addressable device capacity..................................................198 —120°F and at a relative humidity 93%t 2%RH(noncondensing)at Programmable software zones.................................................99 32•C t 2°C (90°F t 3°F). However, the useful life of the system's • standby batteries and the electronic components may be adversely • Annunciators.............................................................................16 affected by extreme temperature ranges and humidity.Therefore, it is recommended that this system and its peripherals be installed in Electrical Specifications an environment with a normal room temperature of 15—27°C/60— AC Power: Operates in either 120 or 240 VAC, 50/60 Hz, 3.25 A, 80°F. auto-sensing- no switch required. Wire size: minimum 14 AWG NFPA Standards (2.00 mm2) with 600 V insulation. Nonpower-limited, supervised. Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger The ES-20OX complies with the following NFPA 72 Fire Alarm Sys- Capacity: 7-18 AH (ES-200X cabinet holds maximum of two 18 AH tems requirements: batteries.) —LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervi- Communication Loop: Supervised and power-limited. sory). Notification Appliance Circuits: Terminal Block provides connec- —AUXILIARY (Automatic, Manual and Waterflow) (requires tions for four NACs, Style Y(Class B)or Style Z(Class A). Special 4XTMF). Application power. Power-limited, supervised circuitry. Maximum —REMOTE STATION (Automatic, Manual and Waterflow) signaling current per circuit: 2.5 amps special application, 250mA (Where a DACT is not accepted,the alarm,trouble and supervi- regulated. End-of-Line Resistor: 4.7k ohm, Y watt (P/N 71252 UL sory relays may be connected to UL 864 listed transmitters. For listed)for Style Y(Class B)NAC;system capable of 1.9 kQ-22 k.Q reverse polarity signaling of alarm and trouble, 4XTMF is ELR range. Refer to the Fire-Lite Device Compatibility Document for required.) listed compatible devices. —PROPRIETARY(Automatic,Manual and Waterflow). Two Programmable Relays and One Fixed Trouble Relay: Con- —CENTRAL STATION (Automatic, Manual and Waterflow, and tact rating: 2.0 A @ 30 VDC(resistive), 0.5 A @ 30 VAC(resistive). Sprinkler Supervised). Form-C relays, non-power-limited, non-supervised. —OT, PSDN (Other Technologies, Packet-switched Data Net- work) Cabinet Specifications —IBC 2012,IBC 2009,IBC 2006,IBC 2003,IBC 2000(Seismic). Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.72" —CBC 2007(Seismic) (1.82 cm.)deep. Backbox: 19.00"(48.26 cm.)high x 16.65"(42.29 cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring (TR-CE): 22.00" Agency Listings and Approvals (55.88 cm.)high x 19.65"(49.91 cm.)wide. The listings and approvals below apply to the basic ES-20OX control Shipping Specifications panel. In some cases, certain modules may not be listed by certain PP 9 P approval agencies, or listing may be in process. Consult factory for Weight:26.9 lbs. (12.20 kg.) Dimensions: 20.00" (50.80 cm.) high latest listing status. x 22.5"(57.15 cm.)wide x 8.5"(21.59 cm.)deep. • UL:S624 • FM approved • CSFM:7165-0075:500 • FDNY:COA#6261 NOTE:See DF-60958 for ULC-listed model. AlannNet®, Fire-Lite®Alarms,SWIFT®, and System Sensor@ are registered trademarks of Honeywell International Inc.Microsofte and Windows®are registered trademarks of the Microsoft Corporation. ©2018 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 'SO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. 11111111113110 8 MANOFUTM QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:USA www.firelite.com Page 4 of 4—DF-60957:C•7/16/2018 tar in Commercial Fire Alarm Cellular &/or IP COMMERCIAL FIRE CELLULAR&IP Fire Alarm Communicators • Universal full event sole&dual path cellular&/or IP commercial UL and NFPA 72 Fire Code-Compliant,the StarLink Series fire alarm reporting from any panel brand,virtually anywhere Wireless Commercial Fire Alarm Sole Path&Dual Path nationwide Communicators provide universal support for any brand • Code-compliant,replaces 2 POTs lines per FRCP saves thousands 12V to 24V fire alarm control panel,reporting in Contact of dollars per year over the leased landlines ID and 4/2. With broadest LTE coverage footprint,Verizon or AT&T,using proven Starl-ink circuitry,they are also • Supports 12V-24V control panels and FACPs that communicate using available in locking metal models.All provide the most Contact ID and 4/2(such as on legacy panels),as primary or backup economical solution for easy,versatile installation.Also • Full data Reporting to any Central Station nationwide,via choice regional compliances,i.e.,CSFM,NYCFD,LAFD and more. of LTE Networks,Verizon®or AT&T®. Communicate critical life Easy,Universal Installation at Every Application;Panel- and safety alarm reports on LTE(Long Term Evolution)10+year life,cyber-protected multi-billion dollar cellular network,for Powered TechnologyTM'.StarLink Fire Communications are maximum life safety&liability protection. easily connected to any panel or Fire Alarm Control Panel (FACP)standardly operating between 12V and 24V.Flexible • Proven to work even where other's won't-using Signal BoostTm in any application,StarLink Fire also comes in standard,or &twin dual diversity antennas- Max.signal acquisition&null models in metal housings,with code-compliant supervision, avoidance(receives signals simultaneously on both antennas) and choice of power options,Panel-Powered Technology' • Easiest installation,powered by panel,NO extra power supply, (powered by the panel),or direct-connect 120VAC models. NO extra conduit.(Excludes Direct AC-Powered "-PS"models,with Signal Boost circuitry&dual diversity antennae for transformer option.)t maximum signal acquisition&null avoidance,receiving • Dual Path Cellular/IP Models Save Time&Money-Uniquely signals simultaneously on both antennae. including 4 programmable EOLR zone inputs;2 Form C Relay outputs Flexible Performance&Reporting Options.StarLink Fire (no extra supervision modules to buy or install);plus,2 Telephone- provides full data reporting,in sole and dual path,as a stylejacks for easy FACP-connection.Self-supervised on 4 wires. primary or backup,to any central station of your choice, • Preactivated to ensure communications-saves time and labor onsite without requiring any special equipment on premises. • LED Status/Trouble Indicators 3 Radio Status LED Indicators Ultra-affordable plans are available to meet various codesand requirements,with supervisory check-ins from 200 (visible from outside standard model housing)-Green,Signal seconds,to 5 minutes;and/or from 1 to 6 hours.The units Strength;Amber-Busy/Activation;Red-Trouble(4 additional LEDs, are very easily activated,plans and options are selected, not visible,for network status&troubleshooting). Power LED indicator viewable on outer metal enclosure models. and 24/7 account management is provided all through www.napcocomnet.com. • Over-the-Air Upgradable Communicator Firmware.Remote ability for critical/mandatory updates,without a truck-roll • Cost-saving models and plans for any code requirement. Napco StarLink Universal Fire Alarm Dramatic savings over monthly dedicated landline charges. Communicators • Sole Path Cellular and Dual Path Cellular&/or IP Models • Choice of LTE Networks,Verizon or AT&T models • Choice of plans(varies by model)-check-ins from 200 seconds to 5-minutes,and from 1 hour,up to 6 hours for dual path • Patented Signal BoostTM'and Dual Diversity Antennae for maximum signal acquisition&null avoidance,receiving signals simultaneously on both antennae • Money-saving Tradeup incentive credit for security professionals,on new or retrofit fire systems,i.e.,tradeup missing/retired POTS lines,old radios&networks or new installations • Bonus:Full High-Speed Napco Panel remote uploading/ downloading • COMPLIANCES:NFPA 72 Editions:2019,2016,2013,2010, 2007;UL 864,10th Ed.,UL1610,UL985,UL1023,NYCFD; S Ink CSFM;LAFD connected by AT&T verizon,' NA Code-compliant standard or metal models on choice of Verizon orAT&T LTE networks. 3101 tar �n Commercial Fire Alarm Cellular &/or IP COMMERCIAL FIRE CELLULAR&IP Fire Alarm Communicators con Model Ordering & Specifications verizon,� AT&T Unique Onboard Other Power LTE Cell IP WiFi Labor/Cost-Saver Electrical Input Inputs Input Ratings Outputs Output Ratings Supply Network Option Features Patings (option)} STANDARD MODELS(ABS) r SOLEPATH SLE•LTEA•FIRE AT&T Yes No No Panel-PoweredTech'y:tt Input Voltage/Input INI:9-25VDC Max input Open Collector Outputs Max Current:10V=90mA; IN1,IN2, current2mAIN2,IN3: PGM1, 3Vwhen active,Max25V 12-25V=71mA, IN3 9-25VDC Max input PGM2, PGM 3 when not active.Max current SLE•LTEV•FIRE Verizon Yes No No 200mA peak during current1.2mA 24mA@25V transmissions DUAL PATH 2 TelCo jacks for EZ panel-Powered OUT1,OUT2:Dry Contact,Form SLE-LTEAI-FIRE'. AT&T Yes Yes Yes FACPConnect;.4 IN1:9-25VDCMax Input Voltage:10.25VDC: C Relay,30VACIDC,500mA Programmable EOLR IN1,IN2, inputcurrent2mA OUT7, Input Current: 162mA Max PGMx3VwhOpen Collector nactive, zone inputs;2 Form C IN3,IN4, IN2,IN3,IN4,IN5: OUT2, Relay outputs(avoids to 100mA standby; IN5 9.25VDC Max input PGM3 Outputs Max 3Vwhen active, SLE•LTEVI•FIRE ,Verizon Yes Yes Yes 30CmApeakduring Max 25V when active.Max. regtfmodulrvision transmissions current1.2mA current24mA@25V module MODELS IN METAL ENCLOSURE 9.63x11.75x3.38"(HWD) SOLE PATH Panel•PoweredTech'y.tt SLE•LTEA•CFB AT&T Yes No No Input Voltage/Input IN1:9-25VDC Max input Open Collector Outputs Max Current:1OV=90mA; IN1,IN2, current2mAIN2,IN3: PGM2 3Vwhen active,Max25V PGM3 12.25V=71 mA, IN3 9.25VDC Max input PGM2', when not active.Max current SLE-LTEV•CFB Verizon Yes No No 200mA peak during current1.2mA 24mA@25V transmissions SLE-LTEA-CFB-PS AT&T Yes No No Direct AC-Powered:Input INII:9-25VDC Max input Open Collector Outputs Max Transformer Voltage:120VAC nominal IN1,IN2, current2mAIN2,IN3: PGM2' 3Vwhen active,Max25Vwhen (TRF12 Input Current:150mA PGM2, mum.charging IN3 9.25VDC Max input PGM3 not active.Maximum current 16VAC,20VA SLE-LTEV-,CFB-PS 'Verizon Yes Nourre max;maxi No cmaxi :200mA currentl.2mA 24mA@25V transformer) DUAL PATH 2 TelCojacksfor EZ Panel-Powered OUTI,OUT2:Dry Contact,Form SLE•LTEAI•CFB AT&T Yes Yes' Yes FACP Connect;4, IN1:9-25VDC Max InputVoltage:10-25VDC: C Relay,30VACIDC,500mA ProgrammableEOLR IN1,IN2, inputcurrent2mA OUT1, Input Current: 162mA - Max PGM3:Open Collector zone inputs;2 Form C IN3y IN4, IN2,IN3,IN4,IN5: OUT2, Relay outputs(avoids to I OOmA standby; IN5 9.25VDC Max input PGM3 Outputs Max 3Vwhen active, SLE•LTEVI•CFB Verizon Yes Yes Yes regtforsupervision 300mA peak during current1.2mA Max 25Vwhen active.Max module) transmissions current 24mA@ 25V 2 TelCo jacks for EZ OUTI,OUT2:Dry Contact Form SLE-LTEAI-CFBPS AT&T Yes Yes Yes FACP Connect;4 Direct AC-Powered:Input IN1:9-25VDC Max UT1,O T2:DryCDC,500mA Transformer Programmable EOLR Voltage:120VAC nominal IN1,IN2, input current 2mA OUT1, Max PGM3:Open Collector (TRF12 zone inputs;2 Form C Input Current:200mA IN3,IN4, IN2,IN3,IN4,IN5: OUT2, Outputs Max 3Vwhen active, 16VAC,20VA Relay outputs(avoids max;maximum charging IN5 9-25VDC Max input PGM3 Max 25Vwhen active.Max. transformer) SLEATEVI•CFBPS Verizon Yes Yes Yes regt for supervision current:200mA currentl.2mA current 24mA@ 25V module) ACCESSORIES: SLE-WIFI-MODULE Optionally connects supported dual path models to FireLink' Integrated Fire Alarm Control Internet via WiFi,eliminating Ethernet cable connection.Requires 7AH batty. Panel W/StarLink Fire LTE Built In Es�C ("See details W12191) 3nu SLE-ANTEXT75 Optional extended range omni.antenna w/75'cable, FL-32FACP-LTEV Firewolf 8 Zone 24V Conventional premium low-loss cable&full mounting hardware&ground fault isolation J- Commercial Fire Alarm Control Panel with onboard mounting plate StarLink Fire®Sole Path,Verizon LTE Cellular SLE-ANTEXT50 As above,with 50'cable Alarm Communicator and integral menu-driven LCD annunciator,w/4amp,24V power supply. SLE-ANTEXT30 As above,with 30'cable — Optionally expandable up to 32 points/zones via TRF12 Optional Plug in AC Transformer,16.5V/20VA(use commercial addressable,wireless or conventional dL t fire devices(2 onboard NACs providing up is subject to local code compliance)t to 4A notification power).Locking,metal red ^,=-) enclosure,(surface or flush mount')removable Free Commercial Fire LTE Tradeup Trifold 16"xl 7"door w/14.25"xl 6"base.Houses 16Ah Brochures/Mailers/Stuffers(A747) battery backup. StarLink Fire 333 Bayview Ave.,Amityville,NY 11701 • 1-800-645-9445 - wvvw.napcosecurity.com Note:Always consult technical manual and/or AHJ for compliance requirements for your area/application.StarLink,StarLink Are,AreLink,SlgnalBoost,Panel-Powered Technology,Gemini&Gemini Commercial are trademarks of Napco.AT&T,Veriron,LTE,etc.are trademarks of their respective companies.'StarLink offers full data coverage in US from virtually all panel brands reporting in Contact ID or 4/2.tt For Panel-Powered technology,regulated auxiliary power outputs are required on Listed FACP."Add 40mAto Input current&Standby Battery requirement.tWhere permitted byAHJ;requires conduit..For full details on the StarLink tradeup incentive see online under hap)/www.napcosecurity.com/stadinVstarlink4gupgrade/tPromo subject to change w/o prior notice.LTE lifespan claims are based on those of tamers. ©NAPCO,NAPCO SecuriryTechnologies Inc.(NASDAQ:NSSC) A734A2019.8 tj t INSTALLATION AND MAINTENANCE INSTRUCTIONS N i=ine•LITe ALarms N w by Honeywell SD365 and SD365-IV One FireLite Place Northford,CT 06472 Intelligent Photoelectric Smoke Sensors Phone:203.484.7161 SPECIFICATIONS Operating Voltage Range: 15 to 32 VDC Operating Current @ 24 VDC: 200 uA(one communication every 5 seconds with green LED blink on communication) Maximum Alarm Current: 2 mA @ 24 VDC(one communication every 5 seconds with red LED solid on) Maximum Current: 4.5 mA @ 24 VDC(one communication every 5 seconds with amber LED solid on) Operating Humidity Range: 10%to 93% Relative Humidity,Non-condensing Operating Temperature Range: 32°F to 122°F(0°C to 50°C) Air Velocity: 0 to 4000 ft./min. (0 to 1219.2 m/min.) Height: 2.0"(51 mm)installed in B300-6 Base Diameter: 6.2"(156 mm)installed in B300-6 Base;4.1"(104 mm)installed in B501 Base Weight: 3.4 oz. (95 g) Isolator Load Rating: 0.0063* *Please refer to your isolator base/module manual for isolator calculation instructions. UL 268 listed for Open Air Protection. WIRING GUIDE UL268A listed for Duct Applications. All wiring must be installed in compliance with the National Electrical Code, This sensor must be installed in compliance with the control panel system applicable local codes, and any special requirements of the Authority Having installation manual.The installation must meet the requirements of the Au- Jurisdiction.Proper wire gauges should be used.The installation wires should thority Having Jurisdiction(AHJ).Sensors offer maximum performance when be color-coded to limit wiring mistakes and ease system troubleshooting.Im- installed in compliance with the National Fire Protection Association(NFPA); proper connections will prevent a system from responding properly in the see NFPA 72. event of a fire. GENERAL DESCRIPTION Remove power from the communication line before installing sensors. Models SD365 and SD365-IV are plug-in type smoke sensors that combine a 1. Wire the sensor base(supplied separately)as shown in the wiring photoelectronic sensing chamber with addressable-analog communications. diagram. (See Figure 2.) The sensors transmit an analog representation of smoke density over a com- 2. Set the desired address on the sensor address switches. (See Figure 1.) munication line to a control panel.Rotary dial switches are provided for set- 3. Install the sensor into the sensor base.Push the sensor into the base while ting the sensor's address. (See Figure 1.) turning it clockwise to secure it in place. FIGURE 1.ROTARY ADDRESS SWITCHES: 4. After all sensors have been installed,apply power to the control panel and activate the communication line. s 6 8 910 5 s e s 5. Test the sensor(s)as described in the TESTING section of this manual. 32�12 32� 13 ACA_UT ION 1 l) 1514 1 o Dust covers provide limited protection against airborne dust particles during TENS ONES Co16z-o0 shipping.Dust covers must be removed before the sensors can sense smoke. Two LEDs on the sensor are controlled by the panel to indicate sensor status. Remove sensors prior to heavy remodeling or construction. An output is provided for connection to an optional remote LED annunciator (P/N RA100Z). FIGURE 2.WIRING DIAGRAM: Fire-Lite panels offer different features sets across different models. As a Remote CAUTION:Do not loop wire under result,certain features of the photoelectric sensors may be available on some Annunciator terminal 1 or 2. Break wire run to control panels,but not on others.SD365 will support only LiteSpeed®protocol supervise connections. mode.SD365-IV will support either LiteSpeed or CLIP(Classic Loop Interface Protocol) mode. The possible features available if supported by the control 2 M I j panel are: '2CL 1. The sensor's LEDs can operate in three ways—on,off, and blinking-and E m ++ ++ ++ I I they can be set to red,green,or amber.This is controlled by the panel. 0- ® a ® ® 0 a o 0 0 a I ® I 2. The remote output may be synchronized to the LED operation or con aa)c trolled independent of the LEDs. N 0 I 3. Devices are point addressable up to 159 addresses. (-) _ _ _ ___ ____I j (-) ——— CLASS A OPTIONAL WIRING —� I Please refer to the operation manual for the UL listed control panel for specific --------- -----i--------- operation. The photoelectric sensors require compatible addressable com- (+) C0129-10 munications to function properly. Connect these sensors to listed-compatible TAMPER-RESISTANCE control panels only. Intelligent photoelectric smoke sensors include a tamper-resistant capability SPACING that prevents their removal from the base without the use of a tool.Refer to Fire-Lite recommends spacing sensors in compliance with NFPA 72.In low air the base manual for details on making use of this capability. flow applications with smooth ceilings, space sensors 30 feet apart (9.1 m). TESTING For specific information regarding sensor spacing,placement,and special ap- Before testing, notify the proper authorities that the system is undergoing plications,refer to NFPA 72 or the System Smoke Detector Application Guide, maintenance, and will temporarily be out of service. Disable the system to available from Fire-Lite. prevent unwanted alarms. Duct Applications:SD365 and SD365-IV are listed for use in ducts.See Duct All sensors must be tested after installation and periodically thereafter.Test- Smoke Detectors Applications Guide HVAG53 for details on pendant mount ap- ing methods must satisfy the Authority Having Jurisdiction (AHJ). Sensors plications.NOTE:Intelligent photoelectric smoke sensors are also listed for use inside DNR(W)duct smoke detectors. Preliminary 1 I56-6523-001 09/23/2019 offer maximum performance when tested and maintained in compliance with 7. Replace the cover using the LEDs to align the cover and then gently push- NFPA 72. ing it until it locks into place. The sensor can be tested in the following ways: 8. Reinstall the detector. A. Functional:Magnet Test(P/N M02-04-01 or M02-09-00) 9. Test the detector as described in TESTING. This sensor can be functionally tested with a test magnet.The test magnet 10.Reconnect disabled circuits. electronically simulates smoke in the sensing chamber,testing the sensor 11. Notify the proper authorities that the system is back on line. electronics and connections to the control panel. 1. Hold the test magnet in the magnet test area as shown in Figure 3. SPECIAL NOTE REGARDING SMOKE DETECTOR GUARDS 2. The sensor should alarm the panel. Smoke detectors are not to be used with detector guards unless the combina- Two LEDs on the sensor are controlled by the panel to indicate sensor tion has been evaluated and found suitable for that purpose. status. Coded signals,transmitted from the panel, can cause the LEDs to FIGURE S:FEATURES OF THE PHOTO DETECTOR blink,latch on,or latch off.Refer to the control panel technical documen- tation for sensor LED status operation and expected delay to alarm. Magnet Test Base Alignment Notch B. Smoke Entry Marker Sensitivity readings are available through the FRCP.Refer to the manufac- turer's published instructions for proper use. Additionally,canned aerosol simulated smoke canned smoke agent)may ease Y ( g ) Y Alignm nt be used for smoke entry testing of the smoke detector. Tested and ap- Notch LED proved aerosol smoke products are: Magnet Test Marker LED czozl-oo Manufacturer Model HSI Fire&Safety 255,30S(PURCHECK) FIGURE 4:CLEANING THE PHOTO DETECTOR SDi SMOKE CENTURIAN, SOLOA4, SMOKESABRE,TRUTEST Sensor Cover No Climb TESTIFIRE 2000 When used properly,the canned smoke agent will cause the smoke detec- Sensing Chamber for to go into alarm.Refer to the manufacturer's published instructions for Cover Cover and Screen proper use of the canned smoke agent. Removal �—Sensing g Chamber ACAUTION Canned aerosol simulated smoke (canned smoke agent) formulas will vary by manufacturer. Misuse or overuse of these products may have long term C2022-00 adverse effects on the smoke detector.Consult the canned smoke agent manu- SPECIAL APPLICATION facturer's published instructions for any further warnings or caution statements. When configured at the fire alarm control panel,this detector is capable of op- A sensor that fails any of these tests may need to be cleaned as described erating in a special application mode such that it has a higher sensitivity than under CLEANING,and retested. is normally allowed by UL 268 for areas where early warning is important.In this mode, the detector does not comply with the Cooking Nuisance Smoke When testing is complete,restore the system to normal operation and notify Test. Detectors (Sampling ports) set to the special application mode are not the proper authorities that the system is back in operation. suitable for use in areas where cooking appliances may be used. If cooking CLEANING appliances are used within the protected space,a normal application detector Before removing the detector, notify the proper authorities that the smoke or normal application mode must be used for that area. detector system is undergoing maintenance and will be temporarily out of Special application mode is not for general use and the detector may be more service. Disable the zone or system undergoing maintenance to prevent un- prone to false alarms if used in unsuitable environments. While no list is wanted alarms. all-inclusive,some examples of unsuitable environments for special applica- 1. Remove the sensor to be cleaned from the system. tion mode are areas with airborne particulate or aerosols including sawing, 2. Remove the sensor cover by pressing firmly on each of the four removal drilling, and grinding operations, textile or agricultural processing, or areas tabs that hold the cover in place. (See Figure 4.) with engines that are not vented to the outside.A complete list of aerosol and particulate sources is available in the Annex of NFPA 72. 3. Vacuum the screen carefully without removing it. If further cleaning is Suitable environments for special application mode could include early warn- ing for hospitals, museums, assisted living and other areas that do not have 4. Remove the chamber cover/screen assembly by pulling it straight out. airborne particulate or aerosols. 5. Use a vacuum cleaner or compressed air to remove dust and debris from Refer to the fire alarm control panel documentation for information on how to the sensing chamber. configure the detector for special application mode. 6. Reinstall the chamber cover/screen assembly by sliding the edge over the sensing chamber.Turn until it is firmly in place. Please refer to insert for the Limitations of Fire Alarm Systems FCC STATEMENT DEVICE AND SYSTEM SECURITY This device complies with part 15 of the FCC Rules.Operation is subject to the following two conditions:(1)This device may not cause harmful interference, Before installing this product ensure that the and(2)this device must accept any interference received,including interference that may cause undesired operation. tamper seal on the packaging is present and NOTE:This equipment has been tested and found to comply with the limits for a Class B digital device,pursuant to Part 15 of the FCC Rules.These limits unbroken and the product has not been tampered are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates,uses and can radiate radio with since leaving the factory.Do not install this frequency energy and,if not installed and used in accordance with the instructions,may cause harmful interference to radio communications.However,there product if there are any indications of tampering. is no guarantee that interference will not occur in a particular installation.If this equipment does cause harmful interference to radio or television reception, If there are any signs of tampering the product which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following should be returned to the point of purchase. measures: It is the responsibility of the system owner to —Reorient or relocate the receiving antenna. ensure that all system components,i.e.devices, —Increase the separation between the equipment and receiver. panels,wiring etc.,are adequately protected to —Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. avoid tampering of the system that could result —Consult the dealer or an experienced radio/TV technician for help. in information disclosure,spoofing,and integrity violation. Flre-We®and LlteSpeed°are reglstered trademarks of Honeywell International,Inc. Preliminary 2 156-6523-001 ©2019 Fire-Lite.09/23/2019 DF-61011:C H365 Series 8FIM-LITeFALarms Addressable Heat Detectors by Honeywell Addressable Devices The Fire-Lite® Alarms H365(A), H365R(A), and H365HT(A) .., addressable plug-in thermal detectors are designed for both perfor- mance and aesthetics and are a direct replacement for the H355 Series.A new modern, sleek, contemporary design and advanced thermal technologies make the H365(A)Series ideal for both system ' ref y"f :�l " r operation and building design. Exclusively for use with Fire-Lite's addressable fire alarm control , panels,the H365(A)Series point ID capability allows each detector's address to be set with rotary, decimal address switches, providing j exact detector location for emergency personnel to quickly locate a fire during its early stages, potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensors.a light to provide a local,visible sensor indication. " The H365(A) Series includes fixed temperature, rate-of-rise and ; F a high heat fixed temperature detectors that provide effective, intelli- gent property protection for a variety of applications. Detectors are + available for both LiteSpeedTm and CLIP applications as designated. Features SLC LOOP. OPTIONS: • Two-wire SLC loop connection Remote LED output connection to optional RA10OZ remote LED • Unit uses base for wiring annunciator ADDRESSING: Installation • Addressable by device addressing H365 Series plug-in intelligent thermal detectors use a detachable • Rotary,decimal (Refer to the ad Fire-Lite panel manuals for device capacity.) base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. ARCHITECTURE. Mount detector base(all base types)on an electrical backbox which • Designed to meet UL 268 7th Edition is at least 1.5" (3.81 cm) deep. For a chart of compatible junction • Sleek,low-profile,stylish design boxes,see DF-60059. • State-of-the-art thermistor technology for fast response NOTE.Because of the inherent supervision provided by the SLC loop, • Integral communications and built-in device-type identification end-of-line resistors are not required. Wiring `?-taps"or branches are permitted for Style 4(Class B')wiring only. • Built-in tamper resistant feature When using relay or sounder bases, consult the 1300(A) installation • Built-in functional test switch activated by external magnet sheet 156-3626 for device limitations between isolator modules and iso- lator bases. OPERATION: • Fixed temperature model (H365(A)) factory preset to 135°F Applications (57`C) Use thermal detectors for protection of property. For further informa- • Rate-of-rise model(H365R(A)), 15•F(8.3°C)per minute tion, refer to 156-6525, Applications Manual for System Smoke • High-temperature model (H365HT(A)) factory preset to 190°F Detectors, which provides detailed information on detector spacing, (88°C) placement,zoning,wiring,and special applications. • 360°-field viewing angle of the two visual alarm indicators, LEDs blink red in Normal condition and turn on steady red in Alarm Construction • LEDs blink every time the unit is polled These detectors are constructed of fire-resistant plastic. The H365 MECHANICALS: Series plug-in intelligent thermal detectors are designed to commer- cial standards and offer an attractive appearance. • Sealed against back pressure • SEMS screws for wiring of the separate base Operation • Designed for direct-surface or electrical-box mounting Each H365 Series detector uses one of the panel's addresses(total • Plugs into separate base for ease of installation and maintenance limit is panel dependent) on the Fire•LiteJCI Signaling Line Circuit • Separate base allows interchange of photoelectric,ionization and (SLC). It responds to regular polls from the control panel and reports thermal sensors its type and the status. If it receives a test command from the panel (or a local magnet test), it stimulates its electronics and reports an OTHER SYSTEM FEATURES: alarm. It blinks its LEDs when polled and turns the LEDs on when • Remote test feature from the panel commanded by the panel.The H365 Series offers features and per- • Walk test with address display formance that represent the latest in thermal detector technology. • Low standby current DF-61011:C•11/18/2019—Page 1 of 3 Product Line Information B200SA-IV:Same as B200S-IV, ULC listing NOTE:"-IV"suffix indicates CLIP and LiteSpeed device. B200SCOA-WH: White, Intelligent, programmable sounder base in NOTE:A"suffix indicates Canadian version. English/French (required in Canada for ULC applications with CO Series detector applications H365:White, low-profile intelligent 135°F fixed thermal sensor, Lite- B200SCOA-IV: Ivory Intelligent, programmable sounder base in Speed only English/French (required in Canada for ULC applications with CO H365A:Same as H365 but with ULC listing Series detector applications, ULC listing H365-IV: Ivory, low-profile intelligent 135°F fixed thermal sensor, B20OS-LF-WH: White, Low Frequency Intelligent, programmable LiteSpeed and CLIP sounder base. Produces a fundamental frequency of 520 Hz +/- H365A-IV:Same as H365-IV but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R: White, low-profile intelligent rate-of-rise thermal sensor, NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) LiteSpeed only B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- H365RA:Same as H365R but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R-IV: Ivory, low-profile intelligent rate-of-rise fixed thermal sen- NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) sor, LiteSpeed and CLIP B200SR-WH:White, Intelligent sounder base capable of producing H365RA-IV:Same as H365R-IV but with ULC listing sound output with ANSI Temporal 3 or continuous tone. Intended for H365HT: White, low-profile intelligent 190°F fixed thermal sensor, retrofit applications. (CSFM:7300-1653:0213) LiteSpeed only B200SR-IV: Ivory, Intelligent sounder base capable of producing H365HTA:Same as H365H but with ULC listing sound output with ANSI Temporal 3 or continuous tone. Intended for retrofit applications. (CSFM: 7300-1653:0213) H365HT-IV: Ivory, low-profile intelligent 190°F thermal sensor, Lite- B200SRA-WH:Same as B200SR-WH with, ULC listing Speed and CLIP H365HTA-IV Same as H365H-IV but with ULC listing B200SRA-IV:Same as B200SR-IV in Ivory color, ULC listing B200SR-LF WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- NOTE:For details on intelligent bases,see DF-60059. 10% with a square wave or its equivalent; designed to meet the B300-6:White,6"base,standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM:7300-1653:0109) tions.(CSFM:7300-1653.0238) B300-6-IV: Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable base(CSFM: 7300-1653:0109) sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6, ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6-IV: Ivory, 6" standard flanged low-profile mounting base, tions.(CSFM:7300-1653:0238) ULC listed MOUNTING KITS AND ACCESSORIES B300-6-BP: Bulk pack of B300-6,package contains 10 TR300:White, replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV:Ivory, replacement flange for B210LP(A)base base. UUULC listed (CSFM: 7300-1653:0109) RA100Z(A): Remote LED annunciator.3-32 VDC. Mounts to a U.S. B501-BL: Black, 4" standard European flangeless mounting base. single-gang electrical box. For use with B501(A)and B300-6(A). UUULC listed (CSFM:7300-1653:0109) M02-04-00:Test magnet B501-IV: Ivory color, 4" standard European flangeless mounting base. UUULC listed(CSFM:7300-1653:0109) M02-09-00:Test magnet with telescoping handle B501-WHITE-BP: Bulk pack of B501-WHITE contains 10 CK300:Color Kit(includes cover and trim ring),white, 10-pack B224RB-WH:White, relay base(CSFM:7300-1653:0216) CK300-IV:Color Kit(includes cover and trim ring),ivory, 10-pack B224RB-IV: Ivory, relay base(CSFM:7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring),black, 10-pack B224RBA-WH:White, relay base, ULC listing B224RBA-IV: Ivory, relay base, ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV: Ivory isolator detector base(CSFM:7300-1653:0216) B224BIA-WH:White, isolator detector base, ULC listing B224BIA-IV: Ivory isolator detector base, ULC listing B20OS-WH:White, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol. (CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol. (CSFM:7300-1653:0213) B200SA-WH:Same as B200S-WH, ULC listing Page 2 of 3—DF-61011:C-11/18/2019 SYSTEM SPECIFICATIONS Size:2.0"(5.3 cm)high;base determines diameter —B300-6:6.1"(15.6 cm)diameter —B501:4"(10.2 cm)diameter For a complete list of detector bases see DF-60983 Shipping weight:3.4 oz.(95 g) Operating temperature range: • H365, H365R Series:—4°F to 100°F(-20°C to 38°C) • H365H Series:—4°F to 150°F(-20°C to 66°C) Detector spacing: UL approved for 50 ft. (15.24 m) center-to-cen- ter, FM approved for 25 x 25 ft.(7.62 x 7.62 m)spacing Relative humidity: 10%—93%non-condensing Thermal ratings:fixed-temperature set point 1350F(57°C), rate-of- rise detection 15°F(8.3°C)per minute, high temperature heat 190°F (88°C) Mounting: B300-6(A)flanged base, included See"Product Line Information: Intelligent Bases,"if using a dif- ferent base. ELECTRICAL SPECIFICATIONS Voltage range: 15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(one communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") Listings and Approvals Listings and approvals below apply to the H365 Series detectors. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest list- ing status. • UUULC Listing:S2517 • FM Approved • CSFM:7272-0075:0501 LiteSpeedTm is a trademark and Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. EKIhE81NC 9 MANEfAf:RRM QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite.com Page 3 of 3—DF-61011:C•11/18/2019 4 DF-52004:A1 •F-050 BG-12 Series Manual Fire Alarm Pull Stations t Conventional Initiating Devices General The Fire-Lite BG-12 Series is a cost-effective, feature-packed series of non-coded manual fire alarm pull stations. It was Y� designed to meet multiple applications with the installer and end-user in mind.The BG-12 Series features a variety of mod- els including single-and dual-action versions. The BG-12 Series provides Fire-Lite Alarm Control Panels (FACPs), as well as other manufacturers'controls,with a man PUSH IN - ual alarm initiating input signal. Its innovative design, durable PULL DOWN construction, and multiple mounting options make the BG-12 Series simple to install,maintain,and operate. Features • Aesthetically pleasing,highly visible design and color. • Attractive contoured shape and light textured finish. • Meets ADA 5 lb.maximum pull-force. $ • Meets UL 38,Standard for Manually Actuated Signaling Boxes. g • Easily operated(sin gle- or dual-action), yet designed to pre- vent false alarms when bumped,shaken,or jarred. • PUSH IN/PULL DOWN handle latches in the down position to clearly indicate the station has been operated. Construction • The word "ACTIVATED" appears on top of the handle in . Cover, backplate and operation handle are all molded of bright yellow,further indicating operation of the station. durable polycarbonate material. • Operation handle features white arrows showing basic opera- . Cover features white lettering and trim. tion direction for non-English-speaking persons. Red color matches System Sensor's popular SpectrAlerto • Braille text included on finger-hold area of operation handle Advance horn/strobe series. and across top of handle. • Multiple hex-and key-lock models available. Operation • U.S. patented hex-lock needs only a quarter-turn to lock/ unlock. The BG-12 manual pull stations provide a textured finger-hold • Station can be opened for inspection and maintenance with- area that includes Braille text. In addition to PUSH IN and PULL out initiating an alarm. DOWN text,there are arrows indicating how to operate the sta- • Product ID label viewable by simply opening the cover; label tion,provided for non-English-speaking people. is made of a durable long-life material. Pushing in and then pulling down on the handle activates the • The words"NORMAL"and"ACTIVATED"are molded into the normally-open alarm switch.Once latched in the down position, plastic adjacent to the alarm switch(located inside). the word"ACTIVATED"appears at the top in bright yellow,with a • Four-position terminal strip molded into backplate. portion of the handle protruding at the bottom as a visible flag. • Terminal strip includes Phillips combination-head captive 8/32 Resetting the station is simple:insert the key,twist one quarter- screws for easy connection to Initiating Device Circuit(IDC). turn, then open the station's front cover, causing the spring- loaded operation handle to return to its original position. The • Terminal screws backed-out at factory and shipped ready to alarm switch can then be reset to its normal(non-alarm)position accept field wiring(up to 12 AWG/3.1 mmz). manually(by hand)or by closing the station's front cover,which • Terminal numbers are molded into the backplate, eliminating automatically resets the switch. the need for labels. • Switch contacts are normally open. • Can be surface-mounted (with SB-10 or SB-UO) or semi- flush mounted. Semi-flush mount to a standard single-gang, double-gang,or 4"(10.16 cm)square electrical box. • Backplate is large enough to overlap a single-gang backbox cutout by 1/2"(1.27 cm). • Optional trim ring(BG12TR). • Spanish versions(FUEGO)available(BG-12LSP,BG-12LPSP). • Designed to replace the Fire-Lite legacy BG-10 Series. • Models packaged in attractive, clear plastic (PVC), clam- shell-style, Point-of-Purchase packages. Packaging includes a cutaway dust/paint cover in shape of pull station. DF-52004:A1•04/22/08—Page 1 of 2 A Specifications Agency Listings and Approvals PHYSICAL SPECIFICATIONS: The listings and approvals below apply to the BG-12 Series pull stations. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process.Consult pull station SB-1/0 SB-10 factory for latest listing status. Height 5.5 inches 5.601 inches 5.5 inches • C(UL)US:S711 (13.97 cm) (14.23 cm) (13.97 cm) • FM Approved Width 4.121 inches 4.222 inches 4.121 inches • CSFM:7150-0075:184 (10.47 cm) (10.72 cm) (10.47 cm) . MEA:67-02-E Depth 1.39 inches 1.439 inches 1.375 inches . Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; (3.53 cm) (3.66 cm) (3.49 cm) 6,632,108. 52004dim.thi ELECTRICAL SPECIFICATIONS: Product Line Information Switch contact ratings:gold-plated;rating 0.25 A @ 30 VAC or BG-12S: Single-action pull station with pigtail connections,hex VDC. lock. ENGINEERING/ARCHITECTURAL SPECIFICATIONS BG-12SL: Same as BG-12 with key lock. Manual Fire Alarm Stations shall be non-code, with a key- or BG-12: Dual-action pull station with SPST N/O switch, screw hex-operated reset lock in order that they may be tested,and so terminal connections,hex lock. designed that after actual Emergency Operation,they cannot be BG-12L: Same as BG-12 with key lock. restored to normal except by use of a key or hex. An operated BG-12LSP: Same as BG-12L with English/Spanish (FIRE/ station shall automatically condition itself so as to be visually FUEGO)labeling. detected as activated. Manual stations shall be constructed of BG-12LOB: Same as BG-12L with "outdoor use" listing. red colored LEXAN (or polycarbonate equivalent) with clearly Includes outdoor listed backbox,and sealing gasket. visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, BG-12LO: Same as BG-12L with "outdoor use" listing. Does 1.00 inches (2.54 cm) or larger. Stations shall be suitable for not include backbox. surface mounting on matching backbox SB-10 or SB-1/0; or BG-12LA: Same as BG-12L with auxiliary contacts. semi-flush mounting on a standard single-gang,double-gang,or BG-12LPS: Dual-action pull station with pre-signal option. 4"(10.16 cm)square electrical box,and shall be installed within BG-12LPSP• Same as BG-12LPS with English/Spanish (FIRE/ the limits defined by the Americans with Disabilities Act(ADA)or FUEGO)labeling. per national/local requirements.Manual Stations shall be Under- writers Laboratories listed. SB-10: Surface-mount backbox,metal. NOTE.'The words`FIRE/FUEGO"on the BG-12LSP shall appear SB-1/0: Surface-mount backbox, plastic. (Included with BG- on the front of the station in white letters, approximately 314" 12LOB.) (1.905 cm)high. BG12TR: Optional trim ring for semi-flush mounting. 17003:Keys,set of two.(Included with key-lock pull stations.) 17007:Hex lock,9/64".(Included with hex-lock pull stations.) NOTE. For addressable BG-12LX models, see data sheet DF- 52013. SH IN PUJEY j� Fire•Lite@ Alarms, SpectrAlert@ Advance, and System Sensor@ are registered trademarks of Honeywell International Inc. @2008 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. I�O 9001 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. 977711111111.3 We cannot cover all specific applications or anticipate all requirements. Bi11NEBINI 1MNilMMMNI All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-52004:A1•04/22/08 ASENSOR SYSTEM Indoor Selectable �� ����� ������ �� ���������� ���������nm�������� Output �� Strobes °� �� ���� ��� ���� ���� �� � � ��� �� ���� �wr�� � �� ���~ ���� �� Strobes � ��0�0� ��n ��4� ��� ��N��� �� ��kU�� �������� ���� ������������ Applications ��n������� ��� �� U�� - �� ���� n*r�� ������ System Sensor!-S»tqv audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current dra w8Dd m0dern aesthetics. + Features The System Sensor K"SenKws offers the most versatile and o�y�o'uuo line ofhomo.etmb*n.and hum�mbaoin the indumry ° P|ug'indoaignwithminima|intmoionintuthe�uuhbox with lower current draws and modern aesthetics.With white and red ° Tamper-resistant construction plastic housings,wall and ceiling mounting options,System Sensor ° Automatic selection of12'nr24-vo|toperation L-Sorioa can meet virtually any application requirement. at15 and 30candela The ontimLGorioopmduot line of ceiling-mount�mbouand hum ° Fio|d~oo|ootub|ooando|aae�ingoonoei|ingunim� 15.3U.75.85. 115. 150.and 177 strobes include a variety of features that increase their application versatility while simplifying installation.All devices feature aplug-in ° Horn rated at88+dBAat18volts design with minimal intrusion into the back box,making installations ° Rotary switch for horn tone and two volume selections fast and foolproof while virtually eliminating costly and bmo' ° Universal mounting plate for ceiling units consuming ground faults. ° Mounting plate shorting spring feature checks wiring continuity Th further simplify installation,the LGorioo utilizes auniversal before device installation mounting plate uo installers can mount them ma wide array ofback ° Electrically Compatible with legacy GpoctrA|ort and Gpoot»4|ort boxes.With on onboard shorting spring,installers can test wiring Advance devices continuity before the device ioinstalled. ° Compatible with MDL3 sync module ` Installers can also easily adapt devices ma suit o wide range of ° Listed for ceiling mounting only application requirements using field-selectable candela settings, automatic selection of12'or24-vo|t operation,and a rotary switch for horn tones with two volume selections. Agency Listings SIGNAUNG LIoxmu --- S5me FM approved except 7125u653*504 o4011 for ALERT models 7135-1653:0503 L-Series Specifications General L-Series ceiling-mount strobes and horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box,or double- gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,L-Series products,when used with the Sync•Circuit''Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor L-Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply. Ceiling strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95, 115,150,and 177. Strobe The strobe shall be a System Sensor L-Series Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor L-Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service.The module shall synchronize L-Series strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 4 11A6 x 21/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 VDC or regulated 24 DC/FWR1 Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range(MDL3) 8.5 to 17.5V(12 V nominal)or 16.5 to 33 V(24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling-Mount Dimensions(including lens) 6.8"diameter x 2.5"high(173 mm diameter x 64 mm high) Ceiling-Mount Surface Mount Back Box Skirt Dimensions 6.9"diameter x 3.4"high(175 mm diameter x 86 mm high) (SBBCRL,SBBCWL) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 30 cd. AVDS868-02.12/01/2017-Page 2 UL Current Draw Data UL Max.Strobe Current Draw(mA RMS) UL Max.Horn Current Draw(mA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 87 41 60 Temporal High 39 44 54 Range 30 153 63 86 Temporal Low 28 32 54 75 N/A 111 142 Non-Temporal High 43 47 54 95 N/A 134 164 Non-Temporal Low 29 32 54 115 N/A 158 191 3.1 KHz Temporal High 39 41 54 150 N/A 189 228 3.1 KHz Temporal Low 29 32 54 177 N/A 226 264 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded High 42 43 54 Strobe,UL Max.Current Draw(mA RMS),Ceiling Horn 8-17.5 Volts 16-33 Volts DC input 15cd 30cd 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 103 167 71 90 143 165 187 217 254 Temporal Low 96 165 54 71 137 161 185 211 249 Non-Temporal High 106 173 71 90 141 165 187 230 273 Non-Temportal Low 95 166 54 71 124 161 170 216 258 3.1 K Temporal High 111 164 69 94 147 163 184 229 257 3.1 K Temporal Low 103 163 54 88 143 155 185 212 252 3.1 K Non-Temporal High 111 172 69 94 144 164 202 229 271 3.1 K Non-Temporal Low 103 169 54 88 131 155 187 217 259 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 107 135 179 198 223 254 286 Temporal Low 78 101 151 172 199 229 262 Non-Temporal High 107 135 179 198 223 254 286 Non-Temportal Low 78 101 151 172 199 229 262 3.1 K Temporal High 108 135 179 200 225 255 289 3.1 K Temporal Low 79 101 150 171 196 229 260 3.1 K Non-Temporal High 108 135 179 200 225 255 289 3.1 K Non-Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output Data Horn Strobe Output .: 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non-Temporal High 85 90 90 4 Non-Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non-Temporal High 84 89 89 8 3.1 KHz Non-Temporal Low 77 83 83 AVD5868-02.12/Ot/2017•Page 3 L-Series Dimensions 2.47"(62.7 mm) 1.37'(34.8 mm) 6.92°diam. 2.5' 6.83'diam. (175.77 mm) (64 mm)� (173 mm) p•Oi.�lyr O BTR 0 O CD O 00 O O o CD o 0 A0545-00 A0546-00 Ceiling-Mount Horn Strobes Ceiling Surface Mount Back Box ,50 O ® I e m �l �►(�' lo NOtPA1R ® a m o • oo°oQo �'' - 00 ����$o A0494-01 A0531-01 2-Wire Ceiling Mount Horn Strobes 4-Wire Ceiling Mount Horn Strobes with Ceiling Surface Mount Back Box with Ceiling Surface Mount Back Box L-Series Ordering Information Model Description Model Description Ceili orn Strobes Ceiling Strobes C2RL 2- ire o d Strobe,Red PC2WL 2-Wire,Horn Strobe,White SCWL Strobe,White PC4RL 4-Wire,Horn Strobe,Red SCWL-CLR-ALERT Strobe,White,ALERT PC4WL 4-Wire,Horn Strobe,White Accessories TRC-2 Universal Ceiling Trim Ring Red TRC-2W Universal Ceiling Trim Ring White SBBCWL Ceiling Surface Mount Back Box,Red SBBCWL Ceiling Surface Mount Back Box,White For a ceiling-listed horn-only device,see AVDS865"Indoor Selectable- Output Horns,Strobes,and Horn Strobes for Wall Applications". SYSTEM ©t to c System Sensor. 3825 Ohio Avenue•St.Charles, IL 60174 Product specifications subject to change without notice.Visit systemsensorcom �4 SENSOR' Phone:800-SENSOR2•Fax:630-377-6495 for cu entpoductinfo nation,Inc-uO2- t2/latest 1/2017esionofthlsdaasheet AVDS868-02.12f01(2017 .INSTALLATION AND MAINTENANCE INSTRUCTIONS S"YSTEM SPECTROMert �� SENSOR® N A V A IV C E 3825 Ohio Avenue,St.Charles,Illinois 60174 Selectable Output Strobes Horns and Horn/Strobes 800/736-7672,FAX:630/377-6495 www.systemsensor.com For use with the following models:P2R,P2RH 2RK,' 2RHK,P2W,P2WK,P2WH,P2WHK,P4R,P4RH,P4RK,P4W,P4WK,P4WHK-P,SR,SRH,SRK,SRHK,SW,SWK,SWH,SWHK, SW-CLR-ALERT,PUR,PC2RH,PC2RK,PURR 2W,PC2WK,PC2WH,PC2WHK,MR,PC4RH,PC4W,PC4WK,PC4WHK,SCR,SCRH,SCRK,SCRHK,SCW,SCWK,SCWH,SC- WHK,SCW-CLR-ALERT,HR,HRK,HW,SR-P,SW-P,SRH-P,SWH-P,P2R-P,P2W-P,P2WH-P,P4R P,NW-P,SCW-P,PC2R-P,PC2W-P,PC2WH-P,SRK-P,SRHK-P,P2RK-P,P2RHK-P,SWK-P, SWHK-P,P2WK-P,P2WHK-P,SR-SP,P2R SP,PC2W-SP,SRK-R,SWK-R,SRHK-R,SWHK-R,PZRK-R,P2WK-R,P2RHK-R,P2WHK-R,SBHK,SBK-R. NOTES:Refer to your panel documentation or models listed for use with specific panels. NOTE:All-R models are specifically designed for use with the WTP Series of Weatherproof plates. NOTE:When replacing outdoor units;device and back box must be replaced. NOTE:Models SBHK,SBK-R are UL listed for General Signaling. PRODUCT SPECIFICATIONS Operating Temperature: Standard Products 32°F to 120°F(0°C to 49°C) K Series -40°F to 151°F Humidity Range: Standard Products 10 to 93% Non-condensing K Series Meets NEMA 4X requirements Strobe Flash Rate: 1 flash per second Nominal Voltage: Regulated 12VDC/FWR or regulated 24DC/FWR Operating Voltage Range(includes fire alarm panels with built in sync): 8 to 17.5V(12V nominal)or 16 to 33V(24V nominal) Operating Voltage with MDL3 Sync Module: 8.5 to 17.5V(12V nominal) or 16.5 to 33V(24V nominal) Input terminal wire gauge: 12 to 18 AWG NOTE:Strobes will operate at 12 V nominal for 15&15/75 candela settings only.Switching between ranges is automatic. DIMENSIONS FOR PRODUCTS AND ACCESSORIES WALL PRODUCTS Length Width Depth CEILING PRODUCTS DIAMETER DEPTH 5.6" 4.7" 2.5" Strobes and Horn/Strobes 6.8" 2.5" Strobe and Horn/Strobes(including lens) 142 mm 119 mm 64 mm (including lens) 173 mm 64 mm 5.6" 4.7" 1.3" SA WBBC Red Weatherproof Back Box 7.1" 2.2" Horns 142 mm 119 mm 33 mm SA WBBCW White Weatherproof Back Box 180 mm 51 mm SA WBB Red Weatherproof Back Box 5.7" 5.1" 2.0" SBBCR Red Surface Mount Box 6.9" 5.3" SA WBBW White Weatherproof Back Box 145 mm 130 mm 51 mm SBBCW White Surface Mount Box 175 mm 135 mm SBBR Red Surface Mount Box 5.6" 4.7" 4.3" NOTE: SA WBB, SA-WBBW, SA WBBC and SA WBBCW dimensions SBBW White Surface Mount Box 142 mm 119 mm 109 mm do not include the two mounting tabs MOUNTING BOX OPTIONS 2-Wire Indoor Products 4-Wire Indoor Products K Series Products 4 x 4 x 11/2,Single Gang,Double Gang,4" Octagon 4 x 4 x 11/2,Double Gang,4" Octagon SA WBB/W(wall),SA WBBC/CW(ceiling) SBBR/W(wall),SBBCR/W(ceiling) NOTICE:This manual shall be left with the owner/user of this equipment. nal. System Sensor recommends spacing notification appliances in compli- GENERAL DESCRIPTION ance with NFPA 72. The SpectrAlert Advance series of notification appliances offers a wide range LOOP DESIGN AND WIRING of horns,strobes,and horn/strobes,for wall and ceiling applications,indoors The system designer must make sure that the total current drawn by the de- and outdoors. They are designed to be used on 12 or 24 volt, DC or FWR vices on the loop does not exceed the current capability of the panel supply, (full wave rectified)systems.These products are electrically backward compat- and that the last device on the circuit is operated within its rated voltage.The ible with the previous generation of SpectrAlert notification appliances.Horn/ current draw information for making these calculations can be found in the strobe products are available in two versions.The 2-wire products fit systems tables within this manual.For convenience and accuracy,use the voltage drop where a single NAC controls both horn and strobe.The 4-wire products are in- calculator on the System Sensor website(www.systemsensor.com). tended for systems which have separate wiring circuits for the horn and strobe. When calculating the voltage available to the last device,it is necessary to All SpectrAlert Advance products are suitable for use in synchronized systems. consider the voltage drop due to the resistance of the wire. The thicker the The System Sensor MDL3 module may be used to provide synchronization. wire, the smaller the voltage drop. Wire resistance tables can be obtained K Series products are designed to be used over a wider range of temperatures from electrical handbooks. Note that if Class A wiring is installed,the wire and are suitable for use in wet environments with outdoor backbox supplied length may be up to twice as long as it would be for circuits that are not with product. fault tolerant. Wall and ceiling products may be used interchangeably (wall products NOTE:The total number of strobes on a single NAC must not exceed 40 for may be used on the ceiling and ceiling products may be used on the wall.) 24 volt applications or 12 for 12 volt applications.Loop resistance on a single FIRE ALARM SYSTEM CONSIDERATIONS NAC should not exceed 120 ohms for 24 volt and 30 ohms for 12 volt systems. The National Fire Alarm Code, NFPA 72, requires that all horns, used for building evacuation produce temporal coded signals.Signals other than those used for evacuation purposes do not have to produce the temporal coded sig- 1 156-2769-022 5/22/2019 s � CANDELA SELECTION TABLE 1.STROBE CURRENT DRAW(mA)FOR S,SC,P4&PC4 SERIES Adjust the slide switch on the rear of the product to the desired candela set- 8-17.5 Volts 16-33 Volts ting in the small window on the front of the unit.All products meet the light Candela DC FWR DC FWR output profiles specified in the appropriate UL Standards. See Figures 1-3. 15 123 128 66 71 Use Table 1 to determine the current draw for each candela setting. For K 15 75 142 148 77 81 series products used outdoors at low temperatures,listed candela ratings must 30 NA NA 94 96 be reduced in accordance with Table 2. Standard Candela Range 75 NA NA 158 153 NOTE:SpectrAlert products set at 15 and 15/75 candela automatically work 95 NA NA 181 176 on either 12V or 24V power supplies.The products are not listed for 12V op- 110 NA NA 202 195 erating voltages when set to any other candela settings.For 4-Wire products, 115 NA NA 210 205 total current draw may be determined by adding current draw for the specific 135 NA NA 228 207 candela selection and the current draw for the specific horn selection use 150 NA NA 246 220 Table 1 and Table 3. High Candela Range 177 NA NA 281 251 FIGURE 1.LIGHT OUTPUT-VERTICAL DISPERSION,CEILING TO WALLS 185 NA NA 1 286 258 TO FLOOR cEiuxc Degrees* Percent of 90• 90• TABLE 2.CANDELA DERATING Rating Listed Candela Candela rating at-40OF 0 100 K Series Outdoor Applications Only) 5-25 90 15 30-45 75 15 75 Do not use below 32°F 50 55 30 60 45 71# e 75 44 95 70 65 35 110 110 70 35 115 115 75 30 135 135 80 30 30 150 150 85 25 177 177 90 25 zs z9 Is 10 s 9 s 10 Is 20 25 185 185 MOR Figures 1-3 list the minimum light output requirements per UL1971. HORN SELECTION FIGURE 2.LIGHT OUTPUT- Turn the rotary switch on the back of the product to the desired setting. For Degrees* Percent of horn and 4-wire h strobe HORIZONTAL DISPERSION g Rating horn/strobe/ products, the current draw for each setting is 0 100 listed in Table 3.For 2-wire horn/strobe products CP2 series), current draws 0 5-25 90 are listed in Tables 4 and 5. The sound output measurement for each horn 30-45 95 setting is shown in Table 6. as. _451* 50 55 TABLE 3.HORN CURRENT DRAW(mA)FOR H,P4&PC4 SERIES 55 45 8-17.5 Volts 16-33 Volts 60 40 Po8 Sound Pattern dA Out 65 35 DC FWR DC FWR 90 _�ucxT 90 70 35 1 Temporal High 57 55 69 75 75 30 2 Temporal Medium 44 49 58 69 80 30 3 Temporal Low 38 44 44 48 85 25 4 1 Non-temporal High 57 56 69 75 90 25 5 Non-temporal Medium 42 50 60 69 Compound 45 6 Non-temporal Low 41 44 50 50 to the right 24 7 Coded High 57 55 69 75 Compound 45 8 Coded Medium 44 51 56 69 to the right 24 9 Coded Low 40 46 52 50 FIGURE 3.LIGHT OUTPUT-VERTICAL DISPERSION,WALL TO FLOOR NOTE:In positions 7,8,and 9,temporal coding must be provided by the NAC. If the NAC voltage is held constant,the horn output will remain constantly on. ZERO AM Degrees* Perce of Positions 7,8,and 9 are not available on 2-wire horn/strobe products. 9 0 Rati nt n 0 100 5 5-30 90 10 35 65 x Is 40 46 45 34 20 50 27 90• 00 55 50 45 40 35 30 26 55 22 60 18 MOR 65 16 70 15 *Tolerance of ±1 degree is permitted. 75 13 80 12 85 12 90 12 2 I56-2769-022 - 5/22/2019 TABLE 4.2-WIRE HORN/STROBE CURRENT DRAW(mA)FOR P2 AND PC2 STANDARD CANDELA SERIES DC Input 8-17.5 Volts 16-33 Volts 15 cd 15 75 cd 15 cd 15 75 cd 30 cd 75 cd 95 cd 110 cd 115 cd Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-temporal High 141 152 91 100 116 176 201 221 229 Non-temporal Medium 133 145 75 85 102 163 187 207 216 Non-temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-temporal High 142 161 103 112 126 181 203 221 229 Non-temporal Medium 134 155 85 95 110 166 189 208 216 Non-temporal Law. 132 154 80 90 105 161 184 202 211 TABLE 5.2-WIRE HORN/STROBE CURRENT DRAW(mA)FOR P2 AND PC2 HIGH CANDELA RANGE SERIES Sound Pattern 16-33 Volts Volts DC 16-33 Volts Volts FWR 135 cd 150 cd 177 cd 185 cd 135 cd 150 cd 177 cd 185 cd Temporal High 245 259 290 297 215 231 258 265 Temporal Medium 235 253 288 297 209 224 250 258 Temporal Low 232 251 282 292 207 221 248 256 Non-temporal High 255 270 303 309 233 248 275 281 Non-temporal Medium 242 259 293 299 219 232 262 267 Non-temporal Low. 238 254 291 295 214 229 256 262 TABLE S.HORN OUTPUT(dBA)IN UL REVERBERANT ROOM Switch Volume 8-17.5 Volts** 16-33 Volts** 24 V Nominal Measurements Position Sound Pattern Setting Reverberant Anechoic DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 75 75 80 80 86 85 96 96 3 Temporal Low 71 71 76 76 81 79 94 89 4 Non-temporal High 82 82 88 88 93 92 100 100 5 Non-temporal Medium 78 78 85 85 90 89 98 98 6 Non-temporal Low 73 74 81 81 1 86 1 84 96 92 7* Coded High 82 82 88 88 93 92 101 101 8* Coded Medium 78 78 85 85 90 89 97 98 9* 1 Coded 1 Low 1 74 75 81 81 85 83 1 96 1 92 *Horn&4-wire Horn/Strobe only.**Minimum dBA rating for Operational Voltage Range as per UL 464. FIGURE 4.WIRING 2-WIRE PRODUCTS FIGURE S.SHORTING SPRING INPUT O FROM OUTPUT FACP TO OR NEXT PRIOR DEVICE DEVICE OR EOL OO + + ST o T A0367-01 (000 FIGURE 5.WIRING 4-WIRE PRODUCTS SHORTING SPRING INPUT OUTPUT FROM A0368-00 FACP OR TO NEXT PRIOR STROBE STROBE OR EOL For 4-Wire installations,terminals 1,2,and 3 connect to the strobe;terminals 4 and 5 connect to the horn.The horn and strobe circuits must be wired in- dependently, and each circuit must be terminated with the appropriate EOL + + device.Removal of a notification device will result in an open circuit indica- tion on the strobe loop. - - NOTE:A shorting spring is provided between terminals 2 and 3 of the mount- ing plate to enable wiring checks after the system has been wired,but prior INPUT FROM OUTPUT TO NEXT to installation of the final product. This spring will automatically disengage FACP OR PRIOR HORN HORN OR EOL when the product is installed,to enable supervision of the final system.Only A0366-00 available on indoor products(non K-series). 3 I56-2769-022 5/22/2019 MOUNTING INDOOR WALL OR CEILING PRODUCTS 8. Follow steps 2-6 of the mounting indoor wall or ceiling products to wire 1. Attach mounting plate to junction box as shown in Figure 7.The mount- and attach the product. ing plate is compatible with 4-inch square,double gang,and 4-inch octa- NOTE:For Outdoor Mounting Installation see included Outdoor Mount- gon junction boxes(2-wire products may be used with a single gang box). ing Installation Document(I56-3222). 2. Connect field wiring to terminals,as shown in Figures 4 or 5. 3. If the product is not to be installed at this point, use the paint cover to prevent contamination of the mounting plate. (For indoor models only) FIGURE 7.MOUNTING 4. To attach product to mounting plate,remove the paint cover,then hook 4-wire mounting plate 2-wire mounting plate tabs on the product housing into the grooves on mounting plate. ft00 '- 2.5. Swing product into position to engage the pins on the product with the ®® ®terminals on the mounting plate.Make sure that the tabs on the back of Q the product housing fully engage with the mounting plate. 6. Secure product by tightening the single mounting screw in the front of the product housing. For tamper resistance, the standard captivated mounting screw may be replaced with the enclosed Tom screw. A0348-00 SURFACE MOUNT BACK BOX MOUNTING 1. The surface mount back box may be secured directly to the wall or ceil- FIGURE S.SURFACE MOUNT BACK BOX MOUNTING ing.Grounding bracket provided if needed. o The wall mount box must be mounted with the up arrow pointing up. 3. Threaded knockout holes are provided for the sides of the box for 3/4 inch ;1n_Q CEILING and 1/2 inch conduit adapter.Knockout holes in the back of the box can ®® 0 be used for 3/4 inch and 1/2 inch rear entry. 0 4. To remove the 1/2 inch knockout,we recommend you use a flat head screw- driver,place the blade of the flat head screwdriver in the inner edge of the knockout.Strike the screwdriver as you work you way around as shown in Figure 9. A0463-00 To remove the 3/4 inch knockout place the blade of the screwdriver along the outer edge and work your way around the knockout as you strike the FIGURE 9.KNOCKOUT REMOVAL FOR SURFACE MOUNT BACK BOX screwdriver,as shown in Figure 9. NOTE:For both 1/2 in. and 3/4 in.installation,use caution not to strike the 1/2 INCH knockout near the top edge of the wall version of the surface mount back box. Ckwiremold removal 5. V500 and V700 raceway knockouts are also provided.Use V500 for low profile applications and V700 for high profile applications. 6. To remove the knockout turn pliers up,as shown in Figure 9. A0466-00 7. Attach the mounting plate to the surface mount back box using the four 3/4 INCH unpainted screws,as shown in Figure 8. A0465-01 AWARNING THE LIMITATIONS OF HORN/STROBES The horn and/or strobe will not work without power.The horn/strobe gets its power The signal strobe may not be seen.The electronic visual warning signal uses an extremely from the fire/security panel monitoring the alarm system.If power is cut off for any rea- reliable xenon flash tube.It flashes at least once every second.The strobe must not be son,the horn/strobe will not provide the desired audio or visual warning. installed in direct sunlight or areas of high light intensity(over 60 foot candles)where the The horn may not be heard. The loudness of the horn meets (or exceeds) current visual flash might be disregarded or not seen.The strobe may not be seen by the visually Underwriters Laboratories'standards.However,the horn may not alert a sound sleeper or impaired. one who has recently used drugs or has been drinking alcoholic beverages.The horn may The signal strobe may cause seizures.Individuals who have positive photoic response to not be heard if it is placed on a different floor from the person in hazard or if placed too visual stimuli with seizures,such as persons with epilepsy,should avoid prolonged exposure far away to be heard over the ambient noise such as traffic,air conditioners,machinery to environments in which strobe signals,including this strobe,are activated. or music appliances that may prevent alert persons from hearing the alarm.The horn The signal strobe cannot operate from coded power supplies.Coded power supplies may not be heard by persons who are hearing impaired. produce interrupted power.The strobe must have an uninterrupted source of power in or- NOTE:Strobes must be powered continuously for horn operation. der to operate correctly.System Sensor recommends that the horn and signal strobe always be used in combination so that the risks from any of the above limitations are minimized. FCC STATEMENT System Sensor Strobes and Horn/Strobes have been tested and found to comply with the instruction manual,may cause harmful interference to radio communications.Operation limits for a Class B digital device,pursuant to part 15 of the FCC Rules.These limits are of this equipment in a residential area is likely to cause harmful interference in which designed to provide reasonable protection against harmful interference when the equip- case the user will be required to correct the interference at his own expense. ment is operated in a commercial environment.This equipment generates, uses, and This class B digital apparatus complies with Canadian ICES-003. can radiate radio frequency energy and,if not installed and used in accordance with the SUPPLEMENTAL INFORMATION For the latest Warranty information,please go to: httl2://www.Eystemsensorcom/en-us/Documents/ES6-4000,pd For Limitations of Fire Alarm Systems,please go to: f_.j http://www.systemsensor.com/en-us/Documents/I56-1558.pdf Speakers only:For the latest Important Assembly Information,please go to: nowO�atin http://www.systemsensor.com/en-us/Documents/I56-6556.pdf Warranty Limitations of Speakers Only: Fire Alarm Systems Assembly Information System Sensor°and SpectrAlerts are registered trademarks of Honeywell International,Inc. 4 I56-2769-022 ®2019 System Sensor.5/22/2019 i p 11 DF-60430:C3•E-650 D355PL(A)/DNRW InnovairFlex Fire-LiTe°ALarmS Intelligent Non-Relay Photoelectric Duct Smoke Detector by Honeywell Addressable Devices General The Fire-Lite InnovairFlex rm D355PL(A) intelligent non-relay photo- electric duct smoke detector and DNRW watertight non-relay photo- electric duct smoke detector feature a pivoting housing that fits both square and rectangular footprints capable of mounting to a round or rectangular duct. DNRW duct smoke detector, with its NEMA-4 rating, is listed as a watertight, UV resistant enclosure providing protection against fall- ing dirt, rain, and windblown dust, splashing and hose directed water, allowing operators to use the detector in the most extreme environments. These units sense smoke in the most challenging conditions, oper- ating in airflow speeds of 100 to 4,000 feet per minute(0.5 to 20.32 Operating Humidity Range:0%to 95%relative humidity(non-con- m/s),temperatures of-4°F to 158°F(-20°C to 70°C),and a humidity densing) range of 0 to 95 percent(non-condensing.) An improved cover design isolates the sensor head,which allows for Air Duct Velocity: 100 to 4,000 ft/min(0.5 to 20.32 m/s) ease of maintenance.A cover tamper feature indicates a trouble sig- nal for a removed or improperly installed sensor cover.The Fire-Lite Accessories InnovairFlex housing provides a 3/4-inch conduit knockout and Fire-Lite provides system flexibility with a variety of accessories, ample space to facilitate easy wiring and mounting of a relay mod- including two remote test stations and different means of visible and ule. audible system annunciation.As with our duct smoke detectors, all The Fire-Lite InnovairFlex duct smoke detector can be customized duct smoke detectors accessories are UL listed. to meet local codes and specifications without additional wiring.The D355PLs and DNRWs with a date code of 0013 or higher do not new InnovairFlex product line is compatible with all previous require external 24VDC for remote test applications when used with lnnovairTm models, including remote test accessories. a remote-test-capable detector. Features ACCESSORY CURRENT LOADS AT 24 VDC • Photoelectric, integrated low-flow technology Device Standby Alarm • Air velocity rating from 100 ft/min to 4,000 ft/min(0.5 m/s to 20.32 m/s) RA100Z OmA 12 mA Max • Versatile mounting options:square or rectangular configuration • Broad ranges for operating temperature (-4°F to 158• , -20•C to RTS151lRTS151 KEY OmA 12mA Max F 70•C)and humidity(0%to 95%non-condensing) • Patented sampling tube installs from front or back of the detector Agency Listings and Approvals with no tools required Consult product manual for lists of compatible UL-Listed devices. In • Cover tamper signal some cases, certain modules may not be listed by certain approval • Increased wiring space with a newly added 3/4"conduit knockout agencies, or listing may be in process.Consult factory for latest list- • Available space within housing to accommodate mounting of a ing status. relay module • UL:S1059 • Easily accessible code wheels on sensor head(sold separately) • ULC:S1059 • Clear cover for convenient visual inspection • CSFM:3240-0075:0221 • Remote testing capability • FM approved • Requires com line power only • Accommodates the installation of an addressable relay module, Product Line Information sold separately, (CRF-300) for applications requiring a Form-C NOTE:A"suffix indicates ULC listed model. relay D365PL: Intelligent non-relay photoelectric low flow smoke detector Specifications housing. Includes SD355R Detector. Size:(Rectangle)14.38 in(37 cm)Length;5 in(12.7 cm)Width,2.5 DNRW: Watertight intelligent non-relay photoelectric low flow duct in(6.6 Depth smoke detector housing. Does not include detector head. Size:(Square)7.75 in(19.7 cm)Length;9 in(22.9 cm)Width;2.5 in SD : Remote test capable addressable low-profile photo- (6.35 cm)Depth electtricrio s sm)moke detector Weight: 1.6 lb(0.73 kg) SD355(A):Addressable low-profile photoelectric smoke detector Operating Temperature Range:-4•F to 158°F(-20°C to 70•C) DCOIL: Remote test coil. Required for older DNRW)duct detector housing Storage Temperature Range:-22•F to 158•F(-30•C to 70°C) DST1(A):Metal sampling tube duct width up to 1 ft(0.3m) DF-60430:C3.11/7/2019—Page 1 of 2 DST1.6(A): Metal sampling tube duct widths up to 1 ft to 2 ft(0.3 to Important Notes 0.6.m) • DNRW duct detector housings with a date code of 0013 or higher DST3(A):Metal sampling tube duct widths up to 2 ft to 4 ft(0.6 to 1.2 do not require a DCOIL or auxiliary 24 VDC for remote test appli- m) cations when used with a remote test capable detector. DST5(A):Metal sampling tube duct widths up to 4 ft to 8 ft(1.2 to 2.4 • DNRW duct detector housings with a date code of 0012 or earlier m) require a DCOIL and auxiliary 24 VDC power for remote test DST10(A): Metal sampling tube duct widths up to 8 ft to 12 ft(2.4 to applications. 3.7 m) DH4000E-1:Weatherproof enclosure ETX: Metal exhaust tube duct,width 1 ft(0.3 m) M02-04-00:Test magnet P48-21-00: End cap for metal sampling tubes RA100Z(A): Remote annunciator alarm LED RTS161(A): Remote test station RTS161KEY(A): Remote test station with key lock InnovairTm and InnovairFlex'"' are trademarks of, and Fire-Lite® Alarms is a registered trademark of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 'SO 9oo1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. MCINERINC I3 NIANINICiIAINC QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite.com Page 2 of 2—DF-60430:C3.11/7/2019 DF-52121:E•E-325 MMF-300(A) Series, . . Fi�.L�Te®ALarf'Y1S MDF-300 Addressable Monitor Modules by Honeywell Addressable Devices General Four different monitor modules are available for Fire-Lite's intelligent control panels to suit a variety of applications. Moni- tor modules are used to supervise a circuit of dry-contact input - devices,such as conventional heat detectors and pull stations, ••-^ or monitor and power a circuit of two-wire smoke detectors (MMF- 02 A)). MF-300 a standard-sized module(typically mounts to a •�� 4" [10.16 cm] square box) that supervises either a Style D n•UPS 19 ekl•In (Class A) or Style B (Class B) circuit of dry-contact input devices. =.••P••,�,�":.�';R w""'","' MMF-301(A)is a miniature monitor module a mere 1.3"(3.302 cm) H x 2.75"(6.985 cm)W x 0.65" (1.651 cm) D that super- �•„P {�j I�j vises a Style B(Class B)circuit of dry-contact input devices. Its compact design allows the MMF-301(A) to be mounted in a single-gang box behind the device it monitors. s MMF-302(A) is a standard-sized module used to monitor and supervise compatible two-wire, 24 volt, smoke detectors on a Style D(Class A)or Style B(Class B)circuit. MDF-300(A)is a standard-sized dual monitor module used to MMF-300(A)(Type H) monitor and supervise two independent two-wire Style B (Class B) dry-contact initiating device circuits (IDCs) at two supervisory indication at the control panel. Monitored circuit separate, consecutive addresses in intelligent, two-wire sys- may be wired as an NFPA Style B(Class B)or Style D(Class tems. A) Initiating Device Circuit. A 47K Ohm End-of-Line Resistor LiteSpeedTm is a communication protocol developed by (provided)terminates the Style B circuit. No resistor is required Fire-Lite Engineering that greatly increases the speed of com- for supervision of the Style D circuit. munication between analog intelligent devices. Intelligent MMF-300(A)OPERATION devices communicate in a grouped fashion. If one of the devices within the group has new information, the panel CPU Each MMF-300(A) uses one of the available module stops the group poll and concentrates on single points. The addresses on an SLC loop. It responds to regular polls from net effect is response speed greater than five times that of the control panel and reports its type and the status(open/nor- other communication protocols. mal/short)of its Initiating Device Circuit(IDC).A flashing LED indicates that the module is in communication with the control MMF-300(A) Monitor Module panel. The LED latches steady on alarm (subject to current limitations on the loop). • Built-in type identification automatically identifies this device as a monitor module to the control panel. MMF-300(A)SFEcmicATioNs • Powered directly by two-wire SLC loop. No additional Nominal operating voltage: 15 to 32 VDC. power required. Maximum current draw:5.0 mA(LED on). • High noise(EMF/RFI)immunity. Average operating current: 375 NA (LED flashing), 1 com- • SEMS screws with clamping plates for ease of wiring. munication every 5 seconds,47k EOL. • Direct-dial entry of address: 01 — 159 on MS-9600 series Maximum IDC wiring resistance: 1500 Ohms. panels,01 —99 on other compatible systems. • LED flashes during normal operation and latches on steady Maximum IDC Voltage: 11 Volts. to indicate alarm. EOL resistance:47K Ohms. The MMF-300(A) Monitor Module is intended for use in intelli- Temperature range:32°F to 120°F(0°C to 49°C). gent, two-wire systems, where the individual address of each Humidity range: 10%to 93%noncondensing. module is selected using the built-in rotary switches. It pro- vides either a two-wire or four-wire fault-tolerant Initiating Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Device Circuit(IDC) for normally-open-contact fire alarm and 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x supervisory devices. The module has a panel-controlled LED 2.125"(5.398 cm)deep box. indicator. The MMF-300(A) can be used to replace M300(A) modules in existing systems. MMF-301(A) Mini Monitor Module MMF-300(A)APPucATroNs • Built-in type identification automatically identifies this device Use to monitor a zone of four-wire smoke detectors, manual as a monitor module to the panel. fire alarm pull stations, waterflow devices, or other normally- • Powered directly by two-wire SLC loop. No additional open dry-contact alarm activation devices. May also be used power required. to monitor normally-open supervisory devices with special • High noise(EMF/RFI)immunity. DF-52121:E•07/30/2015—Page 1 of 4 • Tinned,stripped leads for ease of wiring. • Supervises IDC wiring and connection of external power • Direct-dial entry of address: 01 — 159 on MS-9600 series source. panels, 01 —99 on other compatible systems • High noise(EMF/RFI)immunity. • SEMS screws with clamping plates for ease of wiring. 3 1415 0 1 ADDRESS o 1 • Direct-dial entry entry of address: 01 — 159 on MS-9600 10� . 2 2 series panels,01 —99 on other compatible systems. 12 113 LOOP 0� . 4 • LED flashes during normal operation. • LED latches steady to indicate alarm on command from 15 5 control panel. 8 7 8 7 The MMF-302 A Interface Module is intended for use in intelli- TENS ONES ( ) gent, addressable systems, where the individual address of each module is selected using built-in rotary switches. This module allows intelligent panels to interface and monitor two- wire conventional smoke detectors. It transmits the status (normal, open, or alarm) of one full zone of conventional W U detectors back to the control panel. All two-wire detectors m being monitored must be UL compatible with the module. The MMF-302(A) can be used to replace M302(A) modules in existing systems. MMF-302(A)APPucmms Use the MMF-302(A) to monitor a zone of two-wire smoke The MMF-301(A) Mini Monitor Module can be installed in a detectors. The monitored circuit may be wired as an NFPA single-gang junction directly behind the monitored unit. Its Style B(Class B)or Style D(Class A) Initiating Device Circuit. small size and light weight allow it to be installed without rigid A 3.9 K Ohm End-of-Line Resistor (provided) terminates the mounting. The MMF-301(A) is intended for use in intelligent, end of the Style B or D (class B or A) circuit (maximum IDC two-wire systems where the individual address of each module loop resistance is 25 Ohms). Install ELR across terminals 8 is selected using rotary switches. It provides a two-wire initiat- and 9 for Style D application. ing device circuit for normally-open-contact fire alarm devices. The MMF-301(A)can be used to replace M301(A)modules in MMF-302(A)OPERATION existing systems. Each MMF-302(A) uses one of the available module MMF-301(A)APPLICATIONS addresses on an SLC loop. It responds to regular polls from the control panel and reports its type and the status(open/nor- Use to monitor a single device or a zone of four-wire smoke mal/short)of its Initiating Device Circuit(IDC).A flashing LED detectors, manual fire alarm pull stations, waterflow devices, indicates that the module is in communication with the control or other normally-open dry-contact devices. May also be used panel. The LED latches steady on alarm (subject to current to monitor normally-open supervisory devices with special limitations on the loop). supervisory indication at the control panel. Monitored circuit/ device is wired as an NFPA Style B(Class B)Initiating Device MMF-302(A)SPECIFICATIONS Circuit.A 47K Ohm End-of-Line Resistor(provided)terminates Nominal operating voltage: 15 to 32 VDC. the circuit. Maximum current draw:5.1 mA(LED on). MMF-301(A) OPERATION Maximum IDC wiring resistance:25 Ohms. Each MMF-301(A) uses one of the available module Average operating current: 270 NA, 1 communication and 1 addresses on an SLC loop. It responds to regular polls from LED flash every 5 seconds,3.9k eol. the control panel and reports its type and the status(open/nor- mal/short)of its Initiating Device Circuit(IDC). EOL resistance:3.9K Ohms. MMF-301(A)SPEC/F/CATIONS External supply voltage(between Terminals T10 and T11): Nominal operating voltage: 15 to 32 VDC. • DC voltage:24 volts power limited. Average operating current: 350 NA, 1 communication every ' Ripple voltage:0.1 Vrms maximum. 5 seconds, 47k EOL; 600 pA Max. (Communicating, IDC • Current:90 mA per module maximum. Shorted). Temperature range:32°F to 120°F(0•C to 49°C). Maximum IDC wiring resistance: 1500 Ohms. Humidity range: 10%to 93%noncondensing. Maximum IDC Voltage: 11 Volts. Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Maximum IDC Current:450 NA. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125"(5.398 cm)deep box. EOL resistance:47K Ohms. Temperature range:32°F to 120°F(0°C to 49°C). MDF-300(A) Dual Monitor Module Humidity range: 10%to 93%noncondensing. The MDF-300(A) Dual Monitor Module is intended for use in Dimensions: 1.3" (3.302 cm) high x 2.75" (6.985 cm)wide x intelligent, two-wire systems. It provides two independent two- 0.65"(1.651 cm)deep. wire initiating device circuits(IDCs)at two separate,consecutive addresses. It is capable of monitoring normally open contact fire Wire length:6"(15.24 cm)minimum. alarm and supervisory devices. The module has a single panel- controlled LED. MMF-302(A) Interface Module • Supports compatible two-wire smoke detectors. Page 2 of 4—DF-52121:E•07/30/2015 NOTE. The MDF-300(A)provides two Style a (Class B) IDC cir- MDF-300(A): Monitor module, dual, two independent Class B cuits ONLY. Style D(Class A) IDC circuits are NOT supported in circuits. any application. SMB500:Optional surface-mount backbox. MDF-300(A)SPECIFICATIONS NOTE. See installation instructions and refer to the SLC Wiring Normal operating voltage range: 15 to 32 VDC. Manual,PN 51309. Maximum current draw:6.4 mA(LED on). Average operating current:750 NA(LED flashing). Architects'/Engineers' Specifications Maximum IDC wiring resistance: 1,500 Ohms. Specifications of these devices and all FireLite products are available from FireLite. Maximum IDC Voltage: 11 Volts. Maximum IDC Current:240 pA EOL resistance:47K Ohms. Temperature range:32•to 120°F(0°to 49°C). Humidity range: 10%to 93%(non-condensing). Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125"(5.398 cm)deep box. MDF-300(A)AUTOMATIC ADDRESSING The MDF-300(A) automatically assigns itself to two address- able points, starting with the original address. For example, if the MDF-300(A) is set to address "26", then it will automati- cally assign itself to addresses"26"and"27". NOTE:"Ones"addresses on the MDF-300(A) are 0, 2, 4, 6, or 8 only. Terminals 6 and 7 use the first address, and terminals 8 and 9 use the second address. CAUTION: Avoid duplicating addresses on the system. Installation MMF-300(A), MMF-302(A), and MDF-300(A) modules mount directly to a standard 4"(10.16 cm)square,2.125"(5.398 cm) deep, electrical box. They may also be mounted to the SMB500 surface-mount box. Mounting hardware and installa- tion instructions are provided with each module. All wiring must conform to applicable local codes,ordinances,and regu- lations. These modules are intended for power-limited wiring only. The MMF-301(A)module is intended to be wired and mounted without rigid connections inside a standard electrical box. All wiring must conform to applicable local codes, ordinances, and regulations. Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. • UL: S2424. • ULC: S2424. • FM Approved. • CSFM:7300-0075:0185. • MEA:72-01-E. Product Line Information NOTE:A"suffix indicates ULC-listed model. MMF-300(A): Monitor module. MMF-301(A): Monitor module,miniature. MMF-302(A): Monitor module,two-wire detectors. DF-52121:E•07/30/2015—Page 3 of 4 ' 'ql df-60379:A1 •E-400 CRF-300(A) Fire•LITe®ALarms Relay Module by Honeywell Addressable Devices General The CRF-300(A)Addressable Relay Module provides the sys- tem with a dry-contact output for activating a variety of auxil- iary devices, such as fans, door holders, dampers, control equipment, etc. Addressability allows the dry contact to be activated through panel programming,on a select basis. LiteSpeedTm is a communication protocol developed by Fire-Lite Engineering that greatly enhances the speed of com- a �'. . munication between analog intelligent devices. Intelligent devices communicate in a grouped fashion. If one of the devices within the group has new information,the panel CPU stops the group poll and concentrates on single points. The a•"e wx�w.reo net effect is response speed greater than five times that of other designs. Features • Built-in type identification automatically identifies these devices to the control panel. o • Internal circuitry and relay powered directly by two-wire SLC loop. • Integral LED "blinks" green each time a communication is CRF-300(A) received from the control panel and turns on in steady red when activated. • High noise immunity(EMF/RFI). • Wide viewing angle of LED. • SEMS screws with clamping plates for wiring ease. Specifications • Direct-dial entry of address:01-159 for MS-9600(A)series Normal operating voltage: 15 to 32 VDC. panels,01 —99 on MS-92000DLS(A)and MS-9050UD(A). Maximum SLC current draw: 6.5 mA(LED on). Applications Average operating current: 230 pA direct poll (CLIP mode), 255 pA group poll(LiteSpeed mode)with LED flashing. The CRF-300(A)may be programmed to operate dry contacts EOL resistance: not used. for door holders,Air Handling Unit shutdown,etc.,and to reset four-wire smoke detector power. Temperature range: 320F to 120OF(0°C to 49°C). Humidity range: 10%to 93%non-condensing. Construction Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x • The face plate is made of off-white heat-resistant plastic. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x • Controls include two rotary switches for direct-dial entry of 2.125"(5.398 mm)deep box. address setting. • The CRF-300(A)is configured for a single Class B(Style Y) Relay Contact Ratings or Class A(Style Z)Notification Appliance Circuit. Maximum Current • The CRF-300(A) provides two Form-C dry contacts that Load Description Application Voltage Rating switch together. Resistive Non-Coded 30 VDC 3.0 A Operation Resistive Coded 30 VDC 2.0 A Each CRF-300(A)uses one of the addresses on a SLC loop. It Resistive Non-Coded 110 VDC 0.9 A responds to regular polls from the control panel and reports its Resistive Non-Coded 125 VAC 0.9 A type and status, including the open/normal/short status of its Notification Appliance Circuit(NAC).The LED blinks with each Inductive(UR=5ms) Coded 30 VDC 0.5 A poll received.On command, it activates its internal relay. Inductive(UR=2ms) Coded 30 VDC 1.0 A NOTE.Open/short supervision is suspended with the CRF-300. Inductive(PF=0.35) Non-Coded 125 VAC 0.5 A Rotary switches set a unique address for each module. The address may be set before or after mounting. The built-in TYPE CODE(not settable)will identify the module to the con- trol panel,so as to differentiate between a control module and a relay module. df-60379:A1•08/04/09—Page 1 of 2 Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. • UL: S2424 • ULC: S2424 • FM approved • CSFM:7300-0075:185 • MEA:72-01-E Product Line Information CRF-300(A): Intelligent addressable relay module. : Intelligent addressable relay module, ULC listed model. SMB500:Optional surface-mount backbox. NOTE. For installation instructions, see document 156-1190-005 and refer to the SLC Wiring Manual,document 51309. LiteSpeedTm is a trademark and Fire•Lite@ Alarms is a registered trademark of Honeywell International Inc. ©2009 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. 131130 We cannot cover all specific applications or anticipate all requirements. ENIINEMNi IMANONIMM1111 All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire•Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—df-60379:A1•08/04/09 New York State Fire Sprinkler Code 2016 8.15.11 Electrical Equipment 98-- �SljidM JU n Res s I�, e q 5�iT e events 5�ft,�M R.1 1.1 t�:�,a SN1311*2 1 "', 'Sprinklersthall not be required in electrical equipment rooms where all of the following conditions are met: U(J The ro�®rr�is c!T�c�Jqated�tqejea�r�c�q-u�jpment�-oiatj C7,(,2)-- nly.�-4dry�typp�,eelectrica e uipmen` used. Tqyipment is instaLeA�i �6innthe' dom. Exported by Q UpCodes https://up.codes 0 dl'tt1CV >t ' "� Job Number:1 Report Description:level 1 dry system s ter.., �'a-:• 7 Job Number Daslgner 1 Richard White Job Name Phone FA% North Fork Self Storage 631-338-8984 Adtlress 1 State CedifwlioNLicensa Number 65 Commerce Dr. Add..2 AHJ Cutchogue,NY Address 3 Job SIIeISullding SystOm "s:i meµ+ " ;n2 v. v. - a ;•. Density Area ofAPPlighan 0.15 gpm/ft2 1500 ft2(Actual 1948 ft2) Most Demandmg Sprinkler Data Hose Streams 5.6 K-Factor 14.82 at 7.000 0.00 Coverage Par SpdnWer Number Of Sprinklers Calculated 94 ft2 18 0 System Rassure Dsmaad Syatem Fbw Demand 30.037 269.25 Total Demand Pressure Result 269.25 @ 30.037 +17.142(36.3%) Node Name Flow m Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow m 1 Water Supply 1040.00 48.000 38.000 FEB 15 2024 EDA �` � U► l5 Q U %.� y � F E B 9 5 2024 dt: ri a"s: ii 5„ 5 556 �% � 50 Static Pressure 48,000 45 40 <00.@.38 000 35 N 30 69.25 30:037 dial I I k �y 4 -M--- 1EEEM ® 2qITT System demand curve 15 10 5 0 1200-800° �7�0600 1000' 1400 1600 1800 2000 Water flow,gpm ©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:52PM Page 1 :x Job Number.1 Report Description:1 1 dry system Jab Number Designer 1 Richard White Job Name: State Cedif tioNLieense Number North Fork Self Storage Address AHJ 65 Commerce Dr. Addmss 2 Job SgeIBuldIng Cutchogue,NY Address 3 Drawmg Name pate as built 65 COMMERCE DR.TIED IN-ORD1-INS :w,� sir ;s. a;• "$ „�: .� � F ; Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Ordinary Group I Hose Allowance At Source Density Area of AplAwtlon 0.00 0.15 gpm/ft' 1500 ft'(Actual 1948 ft2) Additional Hose Supplies Number Of Sprinklere Calculated Number Of N-1.Calculated Coverage Par Sprinkler Node Flow m 18 0 94 ft' Auto Peak Results:Fromm For Remote Areas)Adjacent To Most Remote Area Total Hose Stream. 0.00 r 1( System Flow Demand Total Weter Required(Including Hose Allowance)269.25 l 269.25 269.25 C'J 5� Maximum Pressure Unbalance In Loop. ; 0.000 . I i Maximum Velocity Above Ground i 10.35 between nodes 136 and 67 t Maximum Vel dry Under Ground 6.06 between nodes 1 and 136 Volume WPacdy of Val Pipes Volume oep—ty of Dry Pipes A < 1013.21 gal 347.72 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) a (gpm) psi g m (Psi) (psi) 1 Water Supply 48.000 38.000 1 1040.00 47.179 269.25 30.037 17.142 COMreotar Number Corded Name Conlacl rrtk Name of Comredor. Phone Extension Address I FAX Addreae2 E-mail Address3 MbSda ©M.E.P.CAD,Inc. , AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:53PM Page 2 yy Job Number: 1 � !rr Report Description:level 1 dry s stem Water Supply at Node 1 50 Static Pressure 48.000 45 40 1040.00 @ 38.000 35 30 69.25 Q 30.037 A 25 'N EL EL 20 System demand curve 15 10 5 ,0 rrll� �200 401 600 800 1000 1200 1400 1600 1800 2000 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Slab.Pressure 48.000 Reeldual:Pressure 38.000 @ 1040.00 Available Pressure at System Demand 47.179 @ 269.25 Ra dR-at System DomeN 30.037 @ 269.25 Rey—P...at Sy—M.wd OwWry WwM rs,at S—) 30.037 @ 269.25 &@ M.E.P.CAD,Inc. jM AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:54PM Page 3 Job Number.1 Report Description:level 1 dry system Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) Sprinkler 1203 14.99 14.12 5.6 7.162 Sprinkler 1204 14.88 14.12 5.6 7.060 Sprinkler 1205 14.83 14.12 5.6 7.013 c> Sprinkler 1206 14.82 14.12 5.6 7.000 Sprinkler 1207 14.82 14.12 5.6 7.000 Sprinkler 1208 14.83 14.12 5.6 7.014 Sprinkler 1209 14.88 14.12 5.6 7.064 Sprinkler 1210 14.99 14.12 5.6 7.170 Sprinkler 1211 15.18 14.12 5.6 7.349 Sprinkler 1232 15.08 14.12 5.6 7.249 Sprinkler 1233 14.97 14.12 5.6 7.146 Sprinkler 1234 14.92 14.12 5.6 7.098 Sprinkler 1235 14.91 14.12 5.6 7.085 Sprinkler 1236 14.91 14.12 5.6 7.085 Sprinkler 1237 14.92 14.12 5.6 7.100 Sprinkler 1238 14.97 14.12 5.6 7.150 Sprinkler 1239 15.09 14.12 5.6 7.257 c: Most Demanding Sprinkler Data �,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:55PM Page 4 Wkw Job Number:1 Report Descri tion:level 1 dry s stem Node Elevation Foot Fittings Pressure(psi) Discha e m 1 4-0 S 30.037 269.25 1203 9'-8 S r-7.162 7.162 14.99 1204 9'-8 S r-7.060 7.060 14.88 1205 9'-8 S r-7.013 7.013 14.83 1206 9'-8 S r-7.000 7.000 14.82 1207 9'-8 S r-7.000 7.000 14.82 1208 9'-8 S r-7.014 7.014 14.83 1209 9'-8 S r-7.064 7.064 14.88 1210 9'-8 S r-7.170 7.170 14.99 1211 9'-8 S r-7.349 7.349 15.18 1232 9'-8 S r-7.249 7.249 15.08 1233 9'-8 S r-7.146 7.146 14.97 1234 9'-8 S r-7.098 7.098 14.92 1235 9'-8 S r-7.085 7.085 14.91 1236 9'-8 S r-7.085 7.085 14.91 1237 9'-8 S gr-7.100 7.100 14.92 1238 9'-8 S r-7.150 7.150 14.97 1239 9'-8 S r-7.257 7.257 15.09 1240 9'-8 S r-7.438 7.438 15.27 67 9'-31/4 T 14'-4% 17.965 136 3'-0 T 14'-4'/: 25.908 650 9'-9% PO T-63/a 8.049 651 9'-9'/: PO 3'-63/4 7.942 652 9'-9'% PO 3'-6% 7.896 653 9'-9'% PO 3'-6-/a 7.889 654 9'-9 PO 3'-6% 7.896 655 9'-8-/4 PO 3'-6% 7.920 656 9'-8'/z PO 3'-6% 7.983 657 9'-8% PO 3'-6-/a 8.109 658 9'-8'% PO 3'-63/a 8.318 �,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:56PM Page 5 Job Number:1 Report Description:1gygj 1 dry system Pipe Type Diameter Flow Velocity HWC Friction Loss 77-7-71 Length I:.ressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Lengthmmary Upstream Total Length ..••••Route I..... BL 1.0490 14.82 5.50 100 0.104671 6-4 Pf 0.931 1206 9'-8 14.82 5.6 7.000 Sprinkler, T-6% Pe -0.042 653 9'-9'% 7.889 PO(3'-6%) 8'-10%Pv CM 3.2600 0.88 0.03 100 0.000002 10'-0 Pf 0.000 653 9'-9'% 7.889 Pe 0.007 654 9'-9 7.896 10'-0 Pv CM 3.2600 30.60 1.18 100 0.001601 10'-0 Pf 0.016 654 9'-9 14.82+14.91 7.896 Flow(q)from Route 2 and 8 Pe 0.007 655 9'-8Y44 7.920 10'-0 Pv CM 3.2600 60.35 2.32 100 0.005624 10'-0 Pf 0.056 655 91-8% 14.83+14.92 7.920 Flow(q)from Route 4 and 10 Pe 0.007 656 9'-8'/2 7.983 10'-0 Pv CM 3.2600 90.21 3.47 100 0.011830 10'-0 Pf 0.118 656 9'-8%2 14.88+14.97 7.983 Flow(q)from Route 6 and 12 Pe 0.007 657 9'-8'% 8.109 10'-0 Pv CM 3.2600 120.29 4.62 100 0.020146 10'-0 Pf 0.201 657 9'-8'% 14.99+15.09 8.109 Flow(q)from Route 14 and 16 Pe 0.007 658 9'-8'% 8.318 10'-0 Pv CM 3.2600 150.74 5.79 100 0.030585 275'-1 Pf 9.468 658 9'-8'% 15.18+15.27 8.318 Flow(q)from Route 17 and 18 34'-6 Pe 0.178 67 9'-3'/4 17.965 3E(6'-8'/2),T(14'-4'/2) 309'-7 Pv CM 3.2600 269.25 10.35 100 0.089446 8'-11% Pf 5.226 67 9'-3'/4 118.51 17.965 Flow(q)from Route 3 49'-5Y Pe 2.717 136 3'-0 25.908 2E(6'-8'/2),DPV(12'-1),BV(9'-7), 58'-5'/4 Pv T(14'-4'/2) CM 4.2600 269.25 6.06 120 0.017347 23'-6% Pf 1.094 136 3'-0 25.908 39'-6 Pe 3.035 1 4-0 30.037 3E(13'-2),BFP,S 63'-0% Pv 0.00 Hose Allowance At Source 1 269.25 0.....Route 2••••• BL 1.0490 14.82 5.50 100 0.104671 V-4 Pf 0.931 1207 9'-8 14.82 5.6 7.000 Sprinkler, 3'-6% Pe -0.035 654 9'-9 7.896 PO(3'-6%) 8'-10% Pv 4i•••••Route 3••••• BL 1.0490 14.83 5.51 100 0.104847 5'4 Pf 0.933 1205 9'-8 14.83 5.6 7.013 Sprinkler, 3'-63/4 Pe -0.050 652 9'-9% 7.896 PO(3'-6%) 8'-10% Pv CM 3.2600 58.60 2.25 100 0.005325 10'-0 Pf 0.053 652 9'-9'/4 28.85+14.92 7.896 Flow(q)from Route 7 and 9 Pe -0.007 651 9'-9'/2 7.942 10'-0 Pv CM 3.2600 88.45 3.40 100 0.011406 10'-0 Pf 0.114 651 9'-9'/2 14.88+14.97 7.942 Flow(q)from Route 5 and 11 Pe -0.007 650 9'-93/4 8.049 10'-0 Pv CM 3.2600 118.51 4.56 100 0.019598 399'-11'/2 Pf 9.679 650 9'-93/4 14.99+15.08 8.049 Flow(q)from Route 13 and 15 93'-11 Pe 0.237 67 9'-3% 17.965 14E(6'-8'/2) 493'-10'/2 Pv 40.....Route 4••••• BL 1.0490 14.83 5.51 100 0.104869 6-4 Pf 0,933 1208 9'-8 14.83 5.6 7.014 Sprinkler, 3'-63/4 Pe -0.028 655 9'-83/ 7.920 PO(3'-63/4) 8'-10% Pv 0...••Route 5••••• BL 1.0490 14.88 5.52 100 0.105502 6-4 Pf 0.939 1204 9'-8 14.88 5.6 7.060 Sprinkler, 3'-6% Pe -0.057 651 9'-9'/ 7.942 PO(3'-6%) 8'-10% Py ......Route 6••••• BL 1.0490 14.88 5.53 100 0.105561 5'-4 Pf 0.939 1209 9'-8 14.88 5.6 7.064 Sprinkler, 3'-6% Pe -0,020 656 V-8'/2 7.983 PO(3'-63/4) 8'-10% Pv 4 .....Route 7••••• BL 1.0490 14.91 5.53 100 0.105847 4'-5'/4 Pf 0.846 1235 9'-8 14.91 5.6 7.085 Sprinkler, T-6% Pe -0.042 653 9'-9'/4 7.889 PO(3'-63/4) 8'-0 Pv CM 3.2600 28.85 1.11 100 0.001435 10'-0 Pf 0.014 653 9'-9'% 0.88 7.889 Flow(q)from Route 1 Pe -0.007 652 9'-9'% 7.896 10'-0 Pv ©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 12/22/2023 12:20:57PM Page 6 1 "A XAMM Job Number:1 D U Reportescription:level 1 dry system Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 0•••••Route 8••••• BL 1.0490 14.91 5.53 100 0.105848 4'-5% Pf 0.846 1236 9'-8 14.91 5.6 7.085 Sprinkler, 3'-6% Pe -0.035 654 9'-9 7.896 PO(3'-6%) 8'-0 Pv 40•••••Route 9••••• BL 1.0490 14.92 5.54 100 0.106025 4'-5'/ Pf 0.848 1234 9'-8 14.92 5.6 7.098 Sprinkler, 3'-6% Pe -0.050 652 9'-9'% 7.896 PO(3'-6%) 8'-0 Pv 0.....Route 10••••• BL 1.0490 14.92 5.54 100 0.106047 4'-5'% Pf 0.848 1237 9'-8 14.92 5.6 7.100 Sprinkler, 3'-63/4 Pe -0.028 655 9'-8% 7.920 PO(3'-6%) 8'-0 Pv .....•Route 11....• BL 1.0490 14.97 5.56 100 0.106687 4'-5'% Pf 0.853 1233 9'-8 14.97 5.6 7.146 Sprinkler, 3'-6% Pe -0.057 651 9'-9'/z 7.942 PO(3'-6%) 8'-0 Pv 46.....Route 12••••• BL 1.0490 14.97 5.56 100 0.106747 4'-5'% Pf 0.853 1238 9'-8 14.97 5.6 7.150 Sprinkler, 3'-6% Pe -0.020 656 9'-8'/2 7.983 PO(3'-6%) 8'-0�Pv 40.....Route 13••••• BL 1.0490 14.99 5.56 100 0.106905 51-4 Pf 0.951 1203 9'-8 14.99 5.6 7.162 Sprinkler, 3'-6% Pe -0.064 650 9'-9% 8.049 PO(3'-6%) 8'-10% Pv 40•••••Route 14••••• BL 1.0490 14.99 5.57 100 0.107017 5'-4 Pf 0.952 1210 9'-8 14.99 5.6 7.170 Sprinkler, 3'-6% Pe -0.013 657 9'-8'% 8.109 PO(3'-6%) V-10% Pv GO.....Route 15••••• BL 1.0490 15.08 5.60 100 0.108104 4'-5% Pf 0.865 1232 9'-8 15.08 5.6 7.249 Sprinkler, 3'-6% Pe -0.064 650 9'-9% 8.049 PO(3'-63/a) 8'-0 Pv 46..•••Route 16••••• BL 1.0490 15.09 5.60 100 0.108218 4'-5'/a Pf 0.865 1239 9'-8 15.09 5.6 7.257 Sprinkler, 3'-6% Pe -0.013 657 9'-8'% 8.109 PO(3'-63/4) 8'-0 Pv 40.....Route 17••••• BL 1.0490 15.18 5.64 100 0.109492 5'-4 Pf 0.974 1211 9'-8 15.18 5.6 7.349 Sprinkler, 3'-6% Pe -0.006 658 9'-8'% 8.318 PO(T-63/4) 8'-10% Pv ....••Route 18••••• BL 1.0490 15.27 5.67 100 0.110719 4'-5'% Pf 0.885 1240 9'-8 15.27 5.6 7.438 Sprinkler, 3'-6% Pe -0.006 658 9'-8% 8.318 PO(V-6%) 81-0 Pv �np _�5�{L.�;,j ly} `•V�Itte'�uiti�1". Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ( ,©M.E.P.CAD,Inc. ' AutoSPRINK 2022 07.1.21.0 12/22/2023 12:20:57PM Page 7 1 ,LlItC / Job Number.1 Report Description:IPvel 1 dry system Pipe Type Diameter Flow Velocity HWC Friction Loss Length jPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length ISummary Upstream Total Length � 3 li�J,w.,• AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps 8V Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SN Swing Nipple Pt Total pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel l l Y;Elbow points Eel 22'Y.Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. AutoSPRINK 2022 vl7.1.21.0 12/22/2023 12:20:57PM Page 8 )v Job Number.1 Report Description:Ordinary Group 1 lo.......... t.......... Job Number D—go., 1- - Peter Guido Job Name: Phone FAX North Fork Self Storage 631 609 7486 Address I State CenifimloolLicarsa Number 65 Commerce D. Add,ess2 AHJ Cutchogue,NY Address Job SlIsiBuIldlog Dartaity Area of Applimlion 0.15gpm/12 1500ft'(Actual 1789ft 2) Most Demanding SpAkl,r Data Mo.Streams 5.6K-Facibr 18.00at 10.332 0.00 C...g.Per SpnIll.r Number 0:Sprinklers Calculated Number a Noaacak tod 120ft2 18 0 sy...Rs—Dameod system Ra.De.- 36.791 362.24 Total Demand Pressure Result 362.24 @ 36.791 +9.788(21.0%) Node Name Flow(apm) Hose Flow(qpm) Static(Psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) I Water Supply 1040.00 48.000 38.000 h. FEB. g AR Ew F EB 1 5 2024 c nt 4A OF ��4%tei j,�lt ObOU000M 0 'Static PreSslure,48.000 1 1* . 1 45 k.24 .579 40 V1 35 1040.0 38.000 62.24 Q 36.791 30 CL - S irstem demand curve :0------------ 15 10 5 40450601; 750900 1050 1200 1350 1,500 Water flow,gpm M.E.P.CAD AutoSPRINK 2023 vI8.1.33.0 2/14/2024 5:01:57PM Page 1 hrOF&tO . ....wit ob NumbV.I Report Description:Ordinary Group I 44'1� Job umber Designer ""fW'F79W -t I Richard Mite Job Nam State CertiRmtIon/1-leense Number North Fork Self Storage Add..I AHJ 65 Commerce Dr. Address 2 Job SIts/Butd1mg Cutchogue,NY Address Drawing Nam, FINAL pate as built 65 COMMERCE DR2-2-2024.cad 77 - -W `&- Most Demanding sprarkler Data O'WP'rKY Job Suffl, 5.6 K-Factor 18.00 at 10.332 Ordinary Group I How Allowance At Source Density Area of Application 0.00 0.15gpMlft2 1500ft'(Actual 1789ft2) Additional How Supplies Number Of Sprinklers Calculated Number Of Neonates Calculated Coverage Par Simalder Node Flow ) 18 0 120ft2 AumPeak Re.ulw Pressure For Remote Arw(s)Adjacent To Meet Remote Area Right:37.452 Total How fares... 0.00 System Flow Demand Total Water Requlretl(Inclutling Hasa Allowance) -' -./ .I 'I' , j 362.24 362.24 Maximum Press—Unbalaraw In Loop, 0.000 Maimum Woody Above Ground 13.54 between nodes 1162 and 1761 Maximum Veloodly Under Ground 8.15 between nodes 1 and 176 Volume monody ofV*t Pipes V.I—..,.ny,f Dry Pipes 1013.78gal tiappill, Hose Flow Static Residual Flow Available Total Demand Margin (gp Required Safety Node Name (gpm) (psi) (psi) (9prn) (psi) @ m) (psi) (psi) 1 Water Supply 48.000 38.000 1040.00 46.579 362.24 36.791 3.788 CI-01 Number Contact Name Contact Tdis Name or contractor: Phone Extension Address I FAX Addre.2 E-11 Address 3 1/tlab-9t. M.E.P.CAD fM AutoSPRINK 2023 V18.1.33.0 2/14/2024 5:01:58PM Page 2 Hydra;UllGrf3lrph° �, :,: d Job Number:1 Report Description:Ordinary GroupI Water Supply at Node 1 50 Static Pressure.48.000 362,24, 46.579 45 40 9 040.00 38.000 362.24 @ 36.791 35 30 .N Q S stem demand curve 25 y N N d 20 15 10 5 0 %0 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm HydmNl.G.pb Water Supply at Node 1 Stab.:Presmra 48.000 R.W6.1:Pre... Available FIwr®10 PSI: 38.000 @ 1040.00 1813.42 Avadable Presaum at System Demand 46.579 @ 362.24 Rowbod Pn—.at Syelem Demand 36.791 @ 362.24 Reaek.d P,--at sysbm Demand(Ircl,diq Wse Nbwama vt Saunz) 36.791 @ 362.24 &@ M.E.P.CAD 9 AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:01:59PM Page 3 Job Numbed 1 Report Description:Ordinary Group I Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) Sprinkler 1573 19.12 18.00 5.6 11.663 Sprinkler 1574 19.11 18.00 5.6 11.645 r* Sprinkler 1575 18.00 18.00 5.6 10.332 Sprinkler 1576 18.02 18.00 5.6 10.356 Sprinkler 1632 20.03 18.00 5.6 12.796 Sprinkler 1633 20.02 18.00 5.6 12.778 Sprinkler 1634 18.82 18.00 5.6 11.293 Sprinkler 1635 18.84 18.00 5.6 11.320 Sprinkler 1666 19.13 18.00 5.6 11.666 Sprinkler 1667 19.15 18.00 5.6 11.693 Sprinkler 1699 21.08 18.00 5.6 14.165 Sprinkler 1700 21.06 18.00 5.6 14.147 Sprinkler 1701 20.08 18.00 5.6 12.855 Sprinkler 1702 20.10 18.00 5.6 12.887 Sprinkler 1758 22.65 18.00 5.6 16.355 Sprinkler 1759 22.63 18.00 5.6 16.336 Sprinkler 1760 22.18 18.00 5.6 15.691 Sprinkler 1761 22.21 18.00 5.6 15.734 r* Most Demanding Sprinkler Data �,©M.E.P.CAD OW AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:OOPM Page 4 Job Number.1 Report Descri tion:Ordinary Group I Node Elevation Foot Fittings Pressure si Dischar e m 1 4-0 S 36.791 362.24 1573 27'-10 S r-11.663 11.663 19.12 1574 27'-10 S r-11.645 11.645 19.11 1575 27'-10 S r-10.332 10.332 18.00 1576 27'-10 S r-10.356 10.356 18.02 1632 24'-11 S r-12.796 12.796 20.03 1633 24'-11 S r-12.778 12.778 20.02 1634 24'-11 S r-11.293 11.293 18.82 1635 24'-11 S r-11.320 11.320 18.84 1666 24'-0% S r-11.666 11.666 19.13 1667 24'-0% S r-11.693 11.693 19.15 1699 22'-01% S r-14.165 14.165 21.08 1700 22'-01% S r-14.147 14.147 21.06 1701 22'-01% S f-12.855 12.855 20.08 1702 22'-0% S r-12.887 12.887 20.10 1758 19'-1% S r-16.355 16.355 22.65 1759 19'-1% S f-16.336 16.336 22.63 1760 19'-11/4 S r-15.691 15.691 22.18 1761 19'-11/a S r-15.734 15.734 22.21 127 18'-6 T 20'-2 21.900 148 18'-6 PO 6'-0 20.087 150 18'-6 PO 6'-0 20.169 152 18'-6 PO 6'-0 20.257 154 18'-6 PO 6'-0 20.352 176 9'-8 T 26'-4 26.973 310 18'-6 PO 6'-0 19.100 312 18'-6 PO 6'-0 19.078 314 18'-6 PO 6'-0 19.075 316 18'-6 PO 6'-0 19.080 318 18'-6 PO 6'-0 19.114 320 18'-6 PO 6'-0 19.158 322 18'-6 PO 6'-0 19.209 324 18'-6 PO 6'-0 19.268 326 18'-6 PO 6'-0 19.334 328 18'-6 PO 6'-0 19.405 330 18'-6 PO 6'-0 19.481 332 18'-6 PO 6'-0 19.560 334 18'-6 PO 6'-0 19.641 336 18'-6 PO 6'-0 19.720 536 18'-6 T 20'-2 19.576 827 26'-01/4 10.915 828 26'-01% 10.941 931 23'-61/z 11.953 932 23'-6% 11.982 1156 18'-6 PO 6'-0 18.403 1158 18'-6 PO 6'-0 18.381 1160 18'-6 PO 6'-0 18.383 1162 18'-6 PO 6'-0 18.440 1164 18'-6 PO 6'-0 18.621 1166 18'-6 PO 6'-0 18.785 1168 18'-6 PO 6'-0 18.935 1170 18'-6 PO 6'-0 19.072 1172 18'-6 PO 6'-0 19.201 1174 18'-6 PO 6'-0 19.322 1176 18'-6 PO 6'-0 19.437 1178 18'-6 PO 6'-0 19.548 1180 18'-6 PO 6'-0 19.658 1182 18'-6 PO 6'-0 19.770 1184 18'-6 PO 6'-0 19.886 1186 18'-6 PO 6'-0 19.994 1188 18'-6 PO 6'-0 20.095 &©M.E.P.CAD Auto SPRINK 2023 v18.1.33.0 2/14/2024 5:02:01 PM Page 5 .r{:, q[C,�t1���t$i ;t-.' �. � glob Numbej:1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 66.....Route l••• BL 1.3800 35.30 7.57 120 0.097900 41'-01/4 Pf 4.702 1575 27'-10 17.30 5.6 10.332 Sprinkler„Flow(q)from Route 3 T-0 Pe 4.041 314 18'-6 19.075 Ee2(1'-O),PO(6'-0) 48'-01/4 Pv CM 3.2600 14.98 0.58 120 0.000305 10'-0 Pf 0.003 314 18'-6 19.075 Pe 312 18'-6 19.078 10'-0 Pv CM 3.2600 44.57 1.71 120 0.002291 10'-0 Pf 0.023 312 18'-6 29.58 19.078 Flow(q)from Route 7 Pe 310 18'-6 19.100 10'-0 Pv CM 3.2600 74.17 2.85 120 0.005878 51'-33/ Pf 0.475 310 18'-6 29.61 19.100 Flow(q)from Route 8 29'-6'/4 Pe 536 18'-6 19.576 E(9'-5),T(20'-2) 80'-101/ Pv FM 4.2600 170.35 3.83 120 0.007438 360'-83/ Pf 3.564 536 18'-6 96.18 19.576 Flow(q)from Route 10 118'-6 Pe 3.833 176 9'-8 26.973 7E(13'-2),T(26'-4) 479'-2'/4 Pv CM 4.2600 362.24 8.15 120 0.030031 37'-5% Pf 3.893 176 9'-8 191.89 26.973 Flow(q)from Route 2 92'-2 Pe 5.925 1 4-0 36.791 5E(13'-2),f(-0.000),T(26'-4), 129'-73/4 Pv BFP,S 0.00 Hose Allowance At Source 1 362.24 !1Ci1•••••Route 2••••- BL 1.3800 35.22 7.56 120 0.097508 41'-01/4 Pf 4.683 1576 27'-10 17.20 5.6 10.356 Sprinkler„Flow(q)from Route 5 T-0 Pe 4.041 316 18'-6 19.080 Ee2(1'-0),PO(6'-0) 48'-01/4 Pv CM 3.2600 55.54 2.13 120 0.003441 10'-0 Pf 0.034 316 18'-6 20.31 19.080 Flow(q)from Route 28 Pe 318 18'-6 19.114 10'-0 Pv CM 3.2600 62.81 2.41 120 0.004321 10'-0 Pf 0.043 318 18'-6 7.27 19.114 Flow(q)from Route 4 Pe 320 18'-6 19.158 10'-0 Pv CM 3.2600 69.06 2.65 120 0.005150 10'-0 Pf 0.051 320 18'-6 6.25 19.158 Flow(q)from Route 14 Pe 322 18'-6 19.209 10'-0 Pv CM 3.2600 74.35 2.86 120 0.005904 10'-0 Pf 0.059 322 181-6 5.30 19.209 Flow(q)from Route 13 Pe 324 18'-6 19.268 10'-0 Pv CM 3.2600 78.77 3.03 120 0.006569 10'-0 Pf 0.066 324 18'-6 4.41 19.268 Flow(q)from Route 24 Pe 326 18'-6 19.334 10'-0 Pv CM 3.2600 82.35 3.17 120 0.007132 10'-0 Pf 0.071 326 181-6 3.58 19.334 Flow(q)from Route 21 Pe 328 18'-6 19.405 10'-0 Pv CM 3.2600 85.13 3.27 120 0.007584 10'-0 Pf 0.076 328 18'-6 2.78 19.405 Flow(q)from Route 22 Pe 330 181-6 19.481 10'-0 Pv CM 3.2600 87.10 3.35 120 0.007912 10'-0 Pf 0.079 330 18'-6 1.97 19.481 Flow(q)from Route 18 Pe 332 18'-6 19.560 10'-0 Pv CM 3.2600 88.06 3.38 120 0.008074 10'-0 Pf 0.081 332 18'-6 0.96 19.560 Flow(q)from Route 19 Pe 334 181-6 19.641 10'-0 Pv CM 3.2600 86.87 3.34 120 0.007874 10'-0 Pf 0.079 334 18'-6 19.641 Pe 336 181-6 19.720 10'-0 Pv CM 3.2600 84.76 3.26 120 0.007523 30'-0 Pf 0.367 336 18'-6 19.720 18'-9% Pe -0.000 148 18'-6 20.087 2E(9'-5) 48'-93/4 Pv CM 3.2600 88.78 3.41 120 0.008197 10'-0 Pf 0.082 148 18'-6 4.02 20.087 Flow(q)from Route 31 Pe 150 18'-6 20.169 10'-0 Pv CM 3.2600 92.51 3.56 120 0.008845 10'-0 Pf 0.088 150 18'-6 3.73 20.169 Flow(q)from Route 32 Pe 152 18'-6 20.257 10'-0 Pv &©M.E.P.CAD IflAutoSPRINK 2023 08.1.33.0 2/14/2024 5:02:02PM Page 6 �IIIIAi edra�ultC A1lyt ;:. •° " „•"^ Job Number:1 Report Description:Ordinary Group I Pie Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 3.2600 96.09 3.69 120 0.009489 101-0 Pf 0.095 152 18'-6 3.58 20.257 Flow(q)from Route 33 Pe 154 18'-6 20.352 10'-0 Pv CM 3.2600 99.68 3.83 120 0.010155 104'-0 Pf 1.547 154 18'-6 3.59 20.352 Flow(q)from Route 34 48'-4'/2 Pe 0.000 127 18'-6 21.900 3E(9'-5),T(20'-2) 152'-4% Pv CM 4.2600 191.89 4.32 120 0.009270 41'-8 Pf 1.241 127 18'-6 92.21 21.900 Flow(q)from Route 15 92'-2 Pe 3.833 176 9'-8 26.973 3E(13'-2),2T(26'-4) 133'-10 Pv 40.....Route 3••••• BL 1.4420 17.30 3.40 120 0.021125 4'-8 Pf 0.099 1634 24'-11 18.82 5.6 11.293 Sprinkler Pe -0.477 827 26'-0Y4 10.915 4'-8 Pv BL 1.3800 17.30 3.71 120 0.026166 7'-8'% Pf 0.201 827 26'-0'/. 10.915 Pe -0.784 1575 27'-10 10.332 7'-8'% Pv 40.....Route 4••••• BL 1.4420 1.52 0.30 120 0.000235 3'-7% Pf 0.001 1634 24'-11 18.82 5.6 11.293 Sprinkler Pe 0.372 1666 24'-0% 11.666 3'-7% Pv BL 1.4420 20.65 4.06 120 0.029308 2'-2% Pf 0.064 1666 24'-0% 19.13 5.6 11.666 Sprinkler Pe 0.224 931 23'-6'/z 11.953 2'-2'/4 Pv BL 1.3800 20.65 4.43 120 0.036303 6'-6'% Pf 0.237 931 23'-6%: 11.953 Pe 0.665 1701 22'-0'% 12.855 6'-6'/4 Pv BL 1.3800 40.73 8.74 120 0.127556 12'-4'/4 Pf 1.575 1701 22'-0'/4 20.08 5.6 12.855 Sprinkler Pe 1.261 1760 19'-1'/4 15.691 12'-4'/4 Pv BL 1.3800 62.91 13.49 120 0.285138 2'-6'/2 Pf 2.433 1760 19'-1'/4 22.18 5.6 15.691 Sprinkler, 6-0 Pe 0.259 1160 18'-6 18.383 PO(6'-0) 8'-6'/z Pv CM 3.2600 73.24 2.82 120 0.005743 10'-0 Pf 0.057 1160 18'-6 10.33 18.383 Flow(q)from Route 27 Pe -0.000 1162 18'-6 18.440 10'-0 Pv CM 3.2600 136.35 5.24 120 0.018130 10'-0 Pf 0.181 1162 18'-6 63.11 18.440 Flow(q)from Route 6 Pe 0.000 1164 18'-6 18.621 10'-0 Pv BL 1.3800 7.27 1.56 120 0.005266 80'-7% Pf 0.493 1164 18'-6 18.621 PO(6'-0) 13'-0 Pe -0.000 318 18'-6 19.114 Ee2(1'-0),PO(6'-0) 93'-7'/4 Pv 40•••••Route 5••••• BL 1.4420 17.20 3.38 120 0.020905 4'-8 Pf 0.098 1635 24'-11 18.84 5.6 11.320 Sprinkler Pe -0.477 828 26'-0% 10.941 4'-8 Pv BL 1.3800 17.20 3.69 120 0.025894 T-8% Pf 0.199 828 26'-0'/4 10.941 Pe -0.784 1576 27'-10 10.356 7'-8'/4 Pv GO•••••Route 6••••• BL 1.4420 1.64 0.32 120 0.000271 3'-7'/4 Pf 0.001 1635 24'-11 18.84 5.6 11.320 Sprinkler Pe 0.372 1667 24'-0% 11.693 3'-73/4 Pv BL 1.4420 20.79 4.08 120 0.029684 2'-2'% Pf 0.065 1667 24'-0% 19.15 5.6 11.693 Sprinkler Pe 0.224 932 23'-6'/z 11.982 2'-2'/4 Pv BL 1.3800 20.79 4.46 120 0.036768 6'-6'/4 Pf 0.240 932 23'-6'/2 11.982 Pe 0.665 1702 22'-0'% 12.887 6'-6'/4 Pv BL 1.3800 40.89 8.77 120 0.128526 12'-4'/4 Pf 1.587 1702 22'-0'% 20.10 5.6 12.887 Sprinkler Pe 1.261 1761 19'-1'/4 15.734 12'-4'/4 Pv BL 1.3800 63.11 13.54 120 0.286798 2'-6'% Pf 2.447 1761 19'-1'/4 22.21 5.6 15.734 Sprinkler, 6'-0 Pe 0.259 1162 18'-6 18.440 PO(6'-0) 8'-6'/:Pv 60.....Route 7••••• BL 1.3800 29.58 6.35 120 0.070616 41'-0'/4 Pf 3.391 1674 27'-10 10.47 5.6 11.645 Sprinkler„Flow(q)from Route 9 T-0 Pe 4.041 312 18'-6 19.078 Ee2(1'-0),PO(6'-0) 48'-0'% Pv &©M.E.P.CAD M AutoSPRINK 2023 08.1.33.0 2/14/2024 5:02:02PM Page 7 �� A3315f i �' ;fob Number:1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ' 6.....Route8••... BL 1.3800 29.61 6.35 120 0.070714 4V-0+% Pf 3.396 1573 2T-10 10.48 5.6 11.663 Sprinkler„Flow(q)from Route T-0 Pe 4.041 310 1 B'-6 19.100 11 48'-0+/4 Pv Ee2(1'-0),PO(6'-0) 46.....Route 9..... BL 1.3800 10.47 2.25 120 0.010344 12'-4+/. Pf 0.128 1633 24'-11 20.02 5.6 12.778 Sprinkler Pe -1.261 1574 27'-10 11.645 12'-4% Pv 66....•Route 10..... BL 1.3800 9.54 2.05 120 0.008708 12'-4+/ Pf 0.108 1633 24'-11 20.02 5.6 12.778 Sprinkler Pe 1.261 1700 22'-0+/4 14.147 12'-4+/4 Pv BL 1.3800 30.61 6.57 120 0.075196 12'-4Y4 Pf 0.928 1700 22'-0+% 21.06 5.6 14.147 Sprinkler Pe 1.261 1759 19'-1% 16.336 12'-4+%Pv BL 1.3800 53.24 11.42 120 0.209405 2'-6+/s Pf 1.787 1759 19'-1+% 22.63 5.6 16.336 Sprinkler, 6'-0 Pe 0.259 1158 18'-6 18.381 PO(6'-0) 8'-6+/2 Pv CM 3.2600 42.91 1.65 120 0.002135 10'-0'Pf 0.021 1158 1 V-6 18.381 Pe 1156 18'-6 18.403 10'-0 Pv CM 3.2600 96.18 3.70 120 0.009506 93'-10+/, Pf 1,173 1156 18'-6 53.27 18.403 Flow(q)from Route 12 29'-63/ Pe 536 181-6 19.576 E(9'-5),T(20'-2) 123'-5+/4 Pv 40.....Route 11..... BL 1.3800 10.48 2.25 120 0.010357 12'-4+/4 Pf 0.128 1632 24'-11 20.03 5.6 12.796 Sprinkler Pe -1.261 1573 2T-10 11.663 12'-4+/4 Pv 60....•Route 12..... BL 1.3800 9.55 2.05 120 0.008719 12'-4% Pf 0.108 1632 24'A1 20.03 5.6 12.796 Sprinkler Pe 1.261 1699 22'-0+% 14.165 12'-4%Pv BL 1.3800 30.63 6.57 120 0.075288 12'-4+/4 Pf 0.930 1699 22'-0+% 21.08 5.6 14.165 Sprinkler Pe 1.261 1758 19'-1+/4 16.355 12'-4+/4 Pv BL 1.3800 53.27 11.43 120 0.209649 2'-6+/, Pf 1.789 1758 19'-1+/4 22.65 5.6 16.355 Sprinkler, 6'-0 Pe 0.259 1156 18'-6 18.403 PO(6'-0) 8'-6+/z Pv M.....Route 13..... CM 3.2600 122.83 4.72 120 0.014945 1U-0 Pf 0.149 1166 18'-6 129.08 18.785 Flow(q)from Route 26 Pe 0.000 1168 18'-6 18.935 10'-0 Pv BL 1.3800 5.30 1.14 120 0.002931 80'-7+/4 Pf 0.274 1168 18'-6 18.935 PO(6'-0) 13'-0 Pe -0.000 322 18'-6 19.209 Ee2(1'-0),PO(6'-0) 93'-7+/4 Pv %a.....Route 14..... BL 1.3800 6.25 1.34 120 0.003977 80'-7+/. Pf 0.372 1166 18'-6 129.08 18.785 PO(6'-0),Flow(q)from Route 26 13'-0 Pe -0.000 320 18'-6 19.158 Ee2(1'-0),PO(6'-0) 93'-7+/4 Pv 0.....Route 16..... CM 3.2600 95.80 3.68 120 0.009436 10'-0 Pf 0.094 1188 18'-6 99.38 20.095 Flow(q)from Route 16 Pe 1190 18'-6 20.189 10'-0 Pv CM 3.2600 92.21 3.54 120 0.008792 164'-11+/z Pf 1.710 1190 181-6 20.189 29'-6% Pe 0.000 127 18'-6 21.900 E(9'-5),T(20'-2) 1 194'-6+/4 Pv 40.....Route 16..... CM 3.2600 103.11 3.96 120 0.010811 10'-0 Pf 0.108 1184 18'-6 107.13 19.886 Flow(q)from Route 17 Pe -0.000 1186 18'-6 19.994 10'-0 Pv CM 3.2600 99.38 3.82 120 0.010099 10'-0 Pf 0.101 1186 18'-6 19.994 Pe 1188 18'-6 20.095 10'-0 Pv GO.....Route 17..... CM 3.2600 105.01 4.04 120 0.011184 10'-0 Pf 0.112 1180 18'-6 103.83+1.18 19.658 Flow(q)from Route 20 and 29 Pe -0.000 1182 18'-6 19.770 10,-0 Pv ©M.E.P.CAD Ifl AutoSPRINK 2023 v18.1.33.0 2/14/2024 5:02:02PM Page 8 .,j ki: 11GAta StS.,. " a Job Number.1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 3.2600 107.13 4.12 120 0.011604 10'-0 Pf 0.116 1182 18'-6 2.12 19.770 Flow(q)from Route 30 Pe 0.000 1184 18'-6 19.886 10'-0 Pv 4i1•••••Route 18••••• BL 1.3800 1.97 0.42 120 0.000469 80'-71/a Pf 0.044 1176 18'-6 106.76 19.437 PO(6'-0),Flow(q)from Route 23 13'-0 Pe 0.000 330 18'-6 19.481 Ee2(1'-0),PO(6'-0) 93'-7'/a Pv W•••••Route 19••••• CM 3.2600 104.79 4.03 120 0.011140 10'-0 Pf 0.111 1176 18'-6 106.76 19.437 Flow(q)from Route 23 Pe 1178 18'-6 19.548 10'-0 Pv BL 1.3800 0.96 0.21 120 0.000124 80'-7'% Pf 0.012 1178 18'-6 19.548 PO(6'-0) 13'-0 Pe 0.000 332 18'-6 19.560 Ee2(1'-0),PO(6'-0) 93'-71/ Pv 00•••••Route 20••••• CM 3.2600 103.83 3.99 120 0.010952 10'-0 Pf 0.110 1178 18'-6 0.96 19.548 Flow(q)from Route 19 Pe 1180 18'-6 19.658 10'-0 Pv 40.....Route 21••••• BL 1.3800 3.58 0.77 120 0.001420 80,-71/4 Pf 0.133 1172 18'-6 113.12 19.201 PO(6'-0),Flow(q)from Route 25 13'-0 Pe 0.000 326 18'-6 19.334 Ee2(1'-0),PO(6'-0) 93'-71% Pv gar•••••Route 22••••• CM 3.2600 109.54 4.21 120 0.012092 10'-0 Pf 0.121 1172 18'-6 113.12 19.201 Flow(q)from Route 25 Pe 0.000 1174 18'-6 19.322 10'-0 Pv BL 1.3800 2.78 0.60 120 0.000891 80'-7% Pf 0.083 1174 18'-6 19.322 PO(6'-0) 13'-0 Pe -0.000 328 18'-6 19.405 Ee2(1'-0),PO(6'-0) 93'-7% Pv QW.....Route 23••••• CM 3.2600 106.76 4.10 120 0.011530 10'-0 Pf 0.115 1174 18'-6 2.78 19.322 Flow(q)from Route 22 Pe -0.000 1176 18'-6 19.437 10'-0 Pv 40i.....Route 24••••• ' CM 3.2600 117.53 4.52 .120 0.013775 10'-0 Pf 0.138 1168 18'-6 5.30 18.935 Flow(q)from Route 13 Pe -0.000 1170 18'-6 19.072 101-0 Pv BL 1.3800 4.41 0.95 120 0.002090 80'-7'/< Pf 0.196 1170 18'-6 19.072 PO(6'-0) 13'-0 Pe 0.000 324 18'-6 19.268 Ee2(1'-0),PO(6'-0) 93'-7% Pv 40.....Route 25••••• CM 3.2600 113.12 4.35 120 0.012833 10'-0 Pf 0.128 1170 18'-6 4.41 19.072 Flow(q)from Route 24 Pe 1172 18'-6 19.201 10'-0�Pv io.....Route 26••••• CM 3.2600 129.08 4.96 120 0.016382 10'-0 Pf 0.164 1164 181-6 7.27 18.621 Flow(q)from Route 4 Pe 1166 18'-6 18.785 10'-0 Pv 40•••••Route 27••••• CM 3.2600 10.33 0.40 120 0.000153 10'-0 1 Pf 0.002 1158 18'-6 42.91 18.381 Flow(q)from Route 10 Pe 1160 18'-6 18.383 101-0 Pv 60•••••Route 28••••• CM 3.2600 20.31 0.78 120 0.000535 10'-0 Pf 0.005 314 18'-6 14.98 19.075 Flow(q)from Route 1 Pe 316 18'-6 19.080 10'-0 Pv 40.....Route 29••••• BL 1.3800 1.18 0.25 120 0.000183 80'-7'/a Pf 0.017 334 18'-6 19.641 PO(6'-0) 13'-0 Pe -0.000 1180 18'-6 19.658 Ee2(1'-0),PO(6'-0) 93'-71% Pv QW,•••••Route 30••••• BL 1.3800 2.12 0.45 120 0.000537 80'-71% Pf 0.050 336 18'-6 19.720 PO(6'-0) 13'-0 Pe -0.000 1182 18'-6 19.770 Ee2(1'-0),PO(6'-0) 93'-71% Pv 40.....Route 31..... BL 1.3800 4.02 0.86 120 0.001760 10V-21/ Pf 0.201 1184 18'-6 107.13 19.886 PO(6'-0),Flow(q)from Route 17 13'-0 Pe -0.000 148 18'-6 20.087 Ee2(1'-0),PO(6'-0) 114'-21/2 Pv �,©M.E.P.CAD jfiAutoSPRINK 2023 08.1.33.0 2/14/2024 5:02:02PM Page 9 t C t lAt :aob,NumbeJ:1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ®•••••Route 32••••• BL 1.3800 3.73 0.80 120 0.001531 101'-2'Y2 Pf 0.175 1186 18'-6 19.994 PO(6'-0) 13'-0 Pe -0.000 150 18'-6 20.169 Ee2(1'-0),PO(6'-0) 114'-2'Y2 Pv 40•••••Route 33••••• BL 1.3800 3.58 0.77 120 0.001421 101'-2'% Pf 0.162 1188 18'-6 99.38 20.095 PO(6'-0),Flow(q)from Route 16 13'-0 Pe 0.000 152 18'-6 20.257 Ee2(1'-0),PO(6'-0) 114'-2'% Pv 60•••••Route 34••••• BL 1.3800 3.59 0.77 120 0.001426 10V-2'% Pf 0.163 1190 18'-6 20.189 PO(6'-0) 13'-0 Pe 0.000 154 18'-6 20.352 Ee2(1'-0),PO(6'-0) 114'-2'Y2 Pv pqu A €r ip : 9?ts.af Vaal+�a� nd.',Fit�inga��C=120�+3nly}� G itiit3 hlltaE p( Actual Inside Diameter 4.87( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 .Pik=. YP L�gertd. Ullits.L end.g AO Ann-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop DY Dynamic Velocity fps BFP Backflow ter BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%*Elbow points Eel 22'% Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �},©M.E.P.CAD AutoSPRINK 2023 vl8.1.33.0 2/14/2024 5:02:02PM Page 10 °m VK-300 BELOW INTERMEDIATE LOCAL FD COMPATIBLE STAIR LANDING x 2 112"x 21/2"FDC VK-178 DRY SIDEWALL OVERHANG AT EXTERIOR {NY CORP THREAD) D lb/ A R ENTRY 2 ST #2 , " ,• '' /:' �/ / - xr, � _ __ - a"FDC CHECK VALVE cy— ,i NFPA 13 2010:SECTION 8.15.3.2.1 ORDIa ' LOBBY HAZARD "— — ( IN NON COMBUSTIBLE STAIR SHAFTS HAVING NARY HAZA M 1'-10 <i _ - {NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE FINISHES,SPRINKLERS f / / ' / '-f 8•Y -S'•b ',A•'s —.,,,m.^m ! I SHALL BE INSTALLED AT THE TOP OF THE SHAFT AND UNDER THE FIRST ACCESSIBLE LANDINGABOVE THE BOTTOM OF THE SHAFT UPRIGHT SPRINKLER 4 LOCATED BELOW Hydraulic Information 1d d�, §i MAIN LANDING / Dry System _. r._.. , ' / M / ' ' i Y 3' C' , 'U ��li�l � Q a 5•.D � G OCCUPANCY CLASSIFICATION Ordinary Group I '— -�-'-- <- ---- a sPK RISER UP I ! j '' ELEV.#2[..�I M� is z z / i" i / / I ':I ` SPRINKLER ",:::..... ELEV,— ,,:.. / i / DENSITY(gpm/ft) 0.15 for 1500 ft (Actual 1948 ft2) ' ROOM F / / � / li = i � i M CH. c bC MA I RM.#2 eT/ TOTAL HOSE STREAMS 0,00Fk� mr FEg tse 738 __--ELECTRIC ALARM BELL(WIRING BY OTHERS) ' k / NFPA 13 OMB SECTION 8.15.3.2.1 DRY CAPACITY 347.72 gal DA; Jam. IN NON COMBUSTIBLE STAIR SHAFTS HAVING v a & I I 176 NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE TOTAL HEADS FLOWING 18 '-ft a' 3'•</ , •,r, a e q� I �, 3"VIKING VXR DRY RISER&CONTROL VALVE(AT T OR UNDER) k i/ / i ax a¢ w� e OR .s i � i ;_._.... ---- ��2"MAIN DRAIN LIMITED-COMBUSTIBLE FINISHES.SPRINKLERS `� a S� _... ...._.._..._..., ,HALL BE INSTALLED AT THE TOP OF THE SHAFT K-FACTOR 5,g / l i / V!K ND UNDER THE FIRST ACCESSIBLE LANDING ask O ►NAR AZ/AFt` i/ WET RISER&CONTROLW1 TEST&DRAIN \............... ...,_L_.. '. I ( O VALVE AT 7QR UNDER} ABOVE THE BOTTOM of THE SHAFT TOTAL WATER REQUIRED 269.25 - �--- , " r SPRINKLER HEAD i w 4.�. a NFPA is 2016:STANDPIPE NOT REgUtRED' i i / //, / a � o AT BOTTOM OF --' TOTAL PRESSURE REQUIRED 30.037 IN FULLY SPRINKLERED BUILDING WITHIN! / /� // ;' / - b 1 VK-300 BELOW N o 600IS APPROXIMATE FEET OF FIRE HYDRANTS.BUILDING INTERMEDIATE S6'fl" / / / i / 'FROM _ , . ' ' / / 41, BACKFLOW DEVICE SHAFT r T ^ " v EDIATE SAFETY MARGIN (ps,l) +17.142 (36.3/o) , STAIR LANDING NEAREST VK-178 DRY S1DEW;LL OVERHANG AT EXTERIOR HYDRANT. a ;--DRY SYSTEM MAIN 44 WET SYSTEM MAIN t i l f.__........._.. _........ _rc_.-.::....:::..............._ ELECTRI / f .......... _... _..__....._. Trite._. _... .....-......,r. .... -. •.:.: _ __.....•..._ ...._.._...._..,.......... ... I : y ........ E t .... .. ........_... ...___ -._ _ _..... ,_..... ./' .z:...-......._.__._... a„ NFPA 13 2016 SE AI / r rCTION 8.15.11.2 - - — — ., � -- ------ - - - --- ROOM ------ -- --- - --- ---- ' SPRINKLERS SHALL NOT BE REQUIRED IN E � LECTRICAL EQUIPMENT ROOMS HERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I ENTRY 1 '_°' <' / / / / / /i' i / ' / T ' i / /i' % / / _ (1}THE ROOM is DEDICATED TO ELECTRICAL EQUIPMENT ONLY. / :• {2}ONLY DRY-TYPE ELECTRICAL EQUIPMENT IS USED. °-n 4 a 7 '3 EQUIPMENT e ,( } IS INSTALLED 1 ' = 1 / / � // / /' a / / / / ,/ i' / / ' / /' � � f�'-1 tn•-ts ta'.� P•.F a a ,� T•y.;'- £,.;,; N A 2-HOUR FIRE-RATED ENCLOSURE / t tre•c a t (INCLUDING PR OTECTION FOR PENETRATIONS. • 1 SATHR / I:. ORDINARY HAZARD .. f� / / / > / I / / ,o'er f0 , / , , x , : n UPRIGHT SPRINKLER : ::: .,. .< .» ., i / , i /} ,, /_ / ,> 5'•,., ;' E.i?, ,>ip .. � 1 HARD PIPE PENDENTS /s o � .- � I €a }.. / ' ,• .' /. 'LOCATED BELOW MAIN LANDING / / a r. / W — BA7RDDw N ' ........................ .......... .......... , , i t . / h • ORDINARY H NARY _ / : • i ----- i ELEV. -!: - - - 1••z°; t 'MACH. ; ELEV.#1 4' a"SPK RISER UP ::^. :-x f/'RM.#1 - SPRINKLER HEAD a sy AT BOTTOM OF $ Y w r SHAFT -: d01 Q�kk cQkkG^ >v. kk�. v�k6, <<� xf __._.__..-._.._....."_ WII. _.._.......... ..__..._._........... 6 :z �r t e : 0 i <" � .',=•J is I � a a, i:, ......__._..._..__...._.. I j m i : i u 'r W try , YY -- T i s -s C•r a.tf 4-t a'•;s - �— , ` — 7d$' _ __ _ ¢ i�q � 6•E— B'.t5 '1.1 a•t.- D 8 ...__ _ - L : C � a 5'�i'/> ORDINARY HAZARD ORDINARY HAZARD 4............... . I & kkGr . b "w`--. .........._........... ...... - ORDI NARY HAZARD..... ...........— ......._.....t. gk46 >�:::....-......_ _. .. —......... �yp.a e k k .-d ^`t •°j .a ,a Akk il„ i I ..n 5`D 5 O 5-0 5'-D G'-0 5'C 5:-p 5-Q i _ '^ '# .-t^ `" 9 •' Y '• q i .- ;a f, 5'-0 5•-C. 5,-p 5.n 5,-n C 5 p 5-O 5 0 5-D �D p O � � t'1 5 D 5 O 5-0 5A a y, I i 4'-10 r c, a o aP .__.__...._......._....._ ... ....... r r R : " cs I i : r - c v y v 7 v a — ; r T i T • i , txos :' is 3 u1 n /f ! / i , : OR INARY HAZARD / / / -; a• s• :, / I �o^-'s� / /. f,•:c :/ �� //''. ,�r, / ,'a a�„ �.. . � i/ r /' / / ; / , -a.� ;; • � / / / r„ u�,, t•,'.. 'r ;. 2-a'„ -so, f -:r', r: / tt*.r y....._.... -- / / / / i / / / r' . r ,aS ', /! i� / / < � !i i i I / /: / �" / v-&'.^.i /✓,S- / { i S'-L'Y,/ <'.b;'. / 5'-2a. 5:-S:: t / /. / .`� / � 1237 / / Ii' ✓ / / xr �s� r i / ✓ 1233 1°'•fi/ n �/ i / {! 3 C`�?� Y / •` / i � / / i� / // / / %,,„�, i z� i toff / / �,�. t0,0 �. s , f f' , j 1235 .,i � '�; i /' / / t // Ji / I / / '�' a-U •V 6-b •, `�* / -C / /� // ,236 / /1237 ,238 1299 / / �,/ i/ .�` , l / / / / / ,/ , / / / / / / / d• , , , , / fNSPECTORS TEST !' no , U 3•o x r' /' j / ,' �' i i i O � } j , Ordinary Group = .1�,gpm/ft7 for 1 94€iffi2 DRY SYSTEM CAPACITY: 523.60GAL LOW POINT DRAIN FOR TRAPPED WATER OVERHANG AT EXTERIOR 1 ,4 f 1.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 2.TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NFPA AND LATEST BUILDING CODE OF NEW YORK STATE. FIRE SPRINKLER SYMBOLS AND LEGEND FOR P.E. STAMP SYMBOL MODEL K-FACTOR TEMP. TOTAL QUANTITY ORIFICE NOTE VK- o0 3 5.6 155° 90 1/2" COMMERCIAL UPRIGII'�' /� ' VK-300 5.6 155° 153 1/2" COMMERCIAL UPRIGHT :f;� �'r -'�n��'�`^o�^ � VK-305 5.6 20cf o 1 �I 2 EXPOSED COMMERCIAL SIDEWALL ? I ¢t a• ,. 1\ I VK-178 5.6 155° 4 1" EXPOSED DRY BARREL SIDEWALL VK-4621 5.6 155° 2 1/2H COMMERCIAL CONCEALED PENDENT aVK-305 5.6 155' 2 1/2" EXPOSED COMMERCIAL SIDEWALL Total No. of Sprinklers this Drawing 251 Total No. of Sprinklers this Job 503 f / /' . . 11 . / \ FLOW HYDRANT / "I / "I W ADJACENT SELF \ a STORAGE FACILITY / I I ` %\% / I I I f ,, %% -LESS THAN 200'TO--i \ / >1 NEAREST HYDRANT I�'`'--�. \��.�, / i / %Y I / i I / i I / J, / ^�i \ / I PRESSURE HYDRANT I ° %* ov -^ NORTH `1 �� �¢o ' ®� *COMPLIANCE WITH 2O16 N.F.P.A 13* SIDEWALL TO PROVIDE COVERAGE ABOVE STAIRWELL CEILING .. Marshall -- p.,L-..,._....Ll..i:..:.it�;_:.':.Zl w•.P...-..,.....__.L......_..IZ:::.�Fr�:;__ ;;.:..�.r;r.zt.--'_<-...._..., _.. ._...._...... ,y._. .,:_.2.Y'_-1t<:.':�:;�<::�::.� ..,, '- � " _'-.�.....ir... r..:,z"C.- UPRIGHT ELOWLEVEL 2 DECK ATED D' S'W:i ty�' T'•5'h -bk 2'-1f'fr 'r-6'h 3'•:.n 6'-4`a 3'•11% 6'-01h 4'SYi 8-Ei 4'-as; -'Y I t/__ ___--_.._.__._.___. ._. �,� i kk k4 ��.. _STAIR#2 t I he ,e e ? °? ! mAt Ai,A - gAt' - g$�' s:.SM All j > � {f. I ! I A A „ ? I c, Ii I I �a� M p�4 i I s,_a,, s e� `kE` e r yb I C) '« i , 'y f,._„ _ NFPA 13 2016:SECTION 8.15.3.2.1 f ", IN NON COMBUSTIBLE STAIR SHAFTS HAVING 5 a. >'4 b "' .. I j "A ! NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE j• o c ........_......_.......___..... DR LIMITED-COMBUSTIBLE FINISHES,SPRINKLERS ; , v- •" , -- _::__:::-::::::::::: __- __- -.--........... .._........._...._-.__......_.__ i•n.m.,,n, _. .. ............. -. r I " .1 : HALL BE INSTALLED AT THE TOP OF THE SHAFT S 9" f . I ? ;; AND UNDER THE FIRST ACCESSIBLE LANDING " p,-0 r i i' - -- ABOVE THE BOTTOM OF THE SHAFT j O _..--.-_.-_...�-__., ! ORDINARY HAZARD ..... ... ...... __... RDIN 11 k°b a I y b •- '' 127 -a y�fi ,_�&�� ,, 4"SPK RISER DOWN Hydraulic Information / Wet System $1�� _ _ __ a { • „ ,.,-' --'-'--'__._ .................._._.__-._. _ -__ �w� kl:-7 ? -e - ,._t .8 ., -- - - -- OCCUPANCY CLASSIFICATION Ordinary Group 1 D' ,�� „h $,-0, ,•, ,�,; ,-f,'n -0 , 5'-6 \ <<i J 11 .. +fiA s' Ae ) I h6A } 4, ) i ! ... HITE'MPHEAD E EV. j: " (. L #2 , r DENS (gpm/ft) 0.15 for 1500ft (Actual 1789ftz) 148 ! 150 j ATg i 11 ! 152 1k& �, i _ ' 154 " ° v !' TOTAL HOSE STREAMS 0.00 • SIDEWALL TO PROVIDE COVERAGE DRY CAPACITY ' 7 Y t - - ; i I ti! _.__.______ i' ':. a ' 0.00gal k� � w "m a ABOVE STAIRWELL CEILING A miek i ,b 4 : 'j TOTAL HEADS FLOWING 18 i ,G SIDEWAL 1D 0 K-FACTOR 5.6 PROVIDE, -- - D'_ah ;i F .._...._-..._._....- --_... _...____--t --,- .-_-__._._._.....--_. I w t : ..._......_,____....._--- 4 1:b ,•wr'_ ABOVE ELEV.._.....__ - _......._,.- ! NFPA 13 2096:SECTION 8.15.3.2.9 TOT�IL WATER REQUIRED 362.24 ;T i i -! - , - I SHAFT CEILING w -- s a'. ti 1. 4'..33 {'3;4 IN NON CDM BUSTiBLE STAIR SHAFTS HAVING NFPA 14 2016:STANDPIPE NOT REQUIRED: ! a i i {-sY, kk� o �' jj i r NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE jIN FULLY SPRINKLERED BUILDING WITHIN! i I ) A !OR UNITED-COMBUSTIBLE FINISHES,SPRINKLERS TOTAL PRESSURE REQUIRED 36.791 600 FEET OF FIRE HYDRANTS.BUILDING I i C'� UPRIGHT SPRINKLERS LOCATED SHALL'BE INSTALLED AT THE TOP OF THE SHAFT 1 1 ! ) a, r t'"" --- SAFE:TY MARGIN IS APPROXIMATELY196'.O"FROM .� ; BELOW LEVEL 2 DECK ND UNDER THE FIRST ACCESSIBLE LANDING (pSl) +9.788 (21.0%) NEAREST HYDRANT. ` ! " BOVE THE BOTTOM OF THE SHAFT ; T i e S y5 a A4 k6 p tI h 6 Q .v...rv.... .. 0' il ,.� _ rrL_,. -._._.....__ mow 4 -�. _... .. __ tY 61 4-S .yq,.s. 4S _.- e.__.{,...._.._.<,._._... .p.�..-<____......_.-._._._..._L.__._[1'_._... _._<.<-_._.•.<.i-"__--<....._,i._.-_,.__ "'n' __ _ �'l STAIR1 s-, �•= ,-. _ ira ---1 _' -- -.-._........... _ _... >1. .� : . _.._ ..._.........._._..._._ _........ _.._...._._.._.__.. f I� ti ;. ; ,;>� kk k i ! 4 1 g,_: "'' : . .,•, -i 6., 3'.:4 s-5 a _ °w ,r. ,ffw,.r��. I -- - ....................__._....... �a .,, :g b 4,A .. ! .91, r; i .'.� `� k� kk kk .44. k$-• �Sw S,is 4'„ o-«w 11? VV '<'-Q;: u h ! .2 'n r, I ,R.' v ,4 ,.& .V .1. k @ F' 4k Q `4. 'q j n. ry a "v ; Ab eV Rk' „' � n ! .$' ers .A .°n'. .l. 1• .Sr ,k o i' n 4-- - r i c w ! �is e ! n a- � A , 310 312 314 " 316 M A �» 318 ; Aw e i *!! a . h4 320 2 A :1 , , 32 : 3 4 326 2 �' ,~"` ; } 3 8 330 332 334 ) ) ) 336 . r i i kk f'i... �,- - i. s . r .7 �.n „ ; „ , >^ k 7 mIt V °F ! w R _ j;L -VI if ! 4 kA I ; I i 1. .......... 6 u .... -•.. --___ - W .. .__.......... ------ __ -_ - _ h -_-________......_.___-__._._......._.___ _ t.. __.__....___.........._....___._-_._.. __ _.._... ! -C' ! 0 10'-0 .. _. ...--'-------------__.......__._.._�...-- - -_.. _-..----- - -- - -^-.. __ ...------- _.. - ._e..- -- - ---- 1p D ,a-p 1{r-p - -- - --- - -- . o iR-C 10'-n 10'-C 10'-0 ,vr_p ___ _ ,.re 10"D ,^'_p 4(r-0 f(r-p f. ) 10'A 10'-p ...� ! x --__- : n m " R a .'is >•;F Y, R : .4 P w - ----- ' a 1 1. _____ - : _ _ __ .._..-_ - --. 7 _ 1. 4 SPK RISER DAWN kk ° 1 9'r. u•:5' HI TEMP " '~ �.} -. __._.._.___ :, HEAD { r'"k '. AT TDP OF i ���, ! �' } ) 3' I,- ^� tif'-2 , ' SHAFT ._.__--__.T ,« : ., 0-9' 4�< &t1 ........., :11.......♦A f I S'�^1°h , i ' i c c ! �.` 19'e m 1 _._ . : f 4'f. C, " � i 536 il: rn -- - i ii I !J !� x :i ! . ... - - - ... - .-- ,� .... : ELEV. #1 E r :. m: RDI - ......_.� . I - O NARY HAZARD $ ;. . w. r P� w I A ^.- i,: „ 3::- „� v ! w a V A ;-o rr '� >'... '1 .'I ! �: ! r . - �. 1•%. 41 �y n• ........ , • ..tt ! h > sv t I i 3.1 ., r: �, . ,,, t i.^ , i 11 1',: SHEER WALL , f°•5 ,n 4'i 4 k k 1'.: Q k k' , o b , : a - - r :. ! > __.- 1. i _.._.._-._-...___ _.--_.. ... ............................ ' m I I tl = i' 6. : i. 0 ; J , ,A J I n «�.^ � w s _J ,q Q J ! 3 K a Q .q 4 I. wsi- 6 WITH ROOF LINE(TVP) C'-".< W i RRANCX LINESLOPED 4'-c• 5 S / : 07 cw = k 4 6 i k G -7 f rn 4k� 4 E 6s I k 6 % fk C. i : •d,. `A .A I.A .P !,Ak „sck kk k4 k k br 6. 6. ! ....._. _-____._.. ..._..._.. t ,.... ..__........_ ............. ,R Ak k ;-.......___.......,.-,+,_J ! ...... .. _. .-. _..i__.- .___._ ! tP F n i n 1. ) . -- --------..__...------ _ --_--- _-- 1. 1 k r 8.t f 5.14 - ............................ ..... ..........-................._.......__..,l h -_- _ _.._....._..... I a ! - BRANCH LINE SLOPED WfIN ROOF LINE(fYP) 0.r l )o �o ic, ?b S lb ;C ,c .. __ ..........._....... __r._ _ __ ____ .._'S�.............._............ ..._.. ..._.___ _¢-.__..._._.._._......ty.._.-.......____.._.........._....___......._........................_.._........ "o ORDINARY HAZARD 1573 n' 3 ' ,�� �� _ } 4, : kk� :•n /;� ti 15'74 1575 1576 0 ORDINARY HAZARD J a s ! 4 w c ., G Y " ..� . - 14. A J ro I. i frc°6 'r. r 814.. Q ...._..... .._..._.......... - -...-__ ____...._., .. a T �., (� q-5 E'-�h3 ! i i ? ! as ! x ...._.. _ ..._ ._.. I a ¢ I Orlr¢ Gru I• ,15 l � :or178 k I 9P i` € " . a sr°t ' ! I : G i I i O ` : 3 R 1 , : „ r i (n 6 W f W i; W i w oa a ,r ! I '!. I' ! x z w I !! m w w i " ! r f d : 0 / : 828 " ♦ 5',t:ry.•. t:e I n ! I ¢+ ! I 2 I Z i 2 6:s � a < i : 9 !! w r : Al ., ; . A III `? ?'� a , 1 U11 - kk i ".� 632 '. 1633 a, I I. 1634 1635 SHEER LL r -� �a �A i i " WA _ SHEE ., "� A ! r` R WALL ... ---- W f: i a 3-. - = ! 4',3Y. I. '! f/, 4'-3+r. {. .; 4,_,,, " 5. 2/13/24 AS-BUILT P.G. I 4'-SY: 4'-s" 4'.•,; 4'-sv, 1666 a-Y 1667 "`'•"" 4. 4'-Y,w f $ 4'- 3.; 4'3?G {'4': c•, 4 RY 4'3'i. iAS-BUILT i - i : i i s ! I? I �< 931 932 I m V. m w n : v v a ,Fk - < 12 2 2 0 AS BUI/ / 3 3 PG ._...-....... ___.....__...................._......1 ...._....---- --_..... ..._ ,.._._..._....... ......__.__.__.................., _.. ._... ......__....- ---"--'-_.. ?•. ..� ..Ni m d. .I.._..._'___..........- ................_.............__ - ._ ...._... ..... ....__- ! .._.- a...... .• .•a - •-o i I •7 --'- .v � __. ...._.._........... ... _ -_....... w e a s. I x ......:........ ,.. .•�._.__.............- _ .. '' - .: A I. ! " 4 ". 2 2 - REVI REVISED PER FM COMMENTS" "a "b r" '' NTS : " r 4 q ,. ...............:..: "', t o B 9 n ____..__ 4 c 4' ! a 0-,Or " ,O-0 1699 17(10 v 1701 Y r 4 a a -o. __....., _ _..._ -.. .-_,,-,, r-° 2/5/22 SUBMITTED FOR APPROVAL R.W. 11, 17021�1 �! I 4 i - -- _...._-- --- - --- --- -..._ N 0 E REVISION B.--_. - , --............._.....- -- - - __.. ON Y --. _ _ ._....._.._..._...... . .- - : _._ T ,F'- s DATE 5'd,'i f H.1 � 'y : : : 7: . ; ! ! f , , T. : 1�1T ., : w. T/ b� m �itcV, Y q' :q i ! DRAWING INDEX�? EX : '. c & == R Illk �;- SHEE ,- .A A$.b k ! ; ! • ti�I.o ,•aF >. ® ! .+fQ ' •.g$ f Kg c :c+ 4 f �. P- S 1 k �. oo.00 Firs t Flo or o Fire Sprinkler k t � er c~r i k Plan # k P 1 k` >yA fi A �� e :' Fe kk kk ) k �& kb �. e b 1 i ,fi: .K i k .9' .A i,fi ,A ',9 4'.• S 4 t k j @ (�. , ! Ad- Q. 6, .;,• .. s s h k. r, �` a! k k c e H k s a b s s F x . A A a A A e a k� kk k a c h 11 5'-1D fP' A ei J r .S •, 'K k ,$, ,p kk ) E! i A r s 1a'-e 1p°5 s "r, a c, » A k w kk r 14Y.� 1t7'-5 b 3 S 7 •0 >: +b I kk l-- f 3 r r o A A fi 5'o > I $3 $ tn. f: r A 6 i „. . ro r r w K � n 7 /7" /r i,s 4q'-4 tp`-5 tt• 3 $ h ., � b ! ! r���° , ,' SP- -zz�-_. -�7--7 p a 1 1 00 - � .� oor F'.a , it p $ eS er Pl ,• r. _ r ,o A I #2 --t P`^8 n• P w ; as i. r^ _'- ,•__.'-_-"-x "' __... _.�-' �7 77- j". � ,o-«... _.... .a.•a.-� b.�ma.-. -e,-> - ..__ s.._._....__ ._ __• 'err ,C'-t' t0'-a trr it N .,.W.7Z.-.•.-:'�.{�. •�s_�._._.- w� - ._,l.T_-.7�...- �',_..! , .._:� „-.-___ _... -s, ro_-rrr:.:...- --k >_ _,a s ._.r-__. -_-c-=,;•�r�- ;.---7. ,��k',r,.- _ ,:,a• -€ ...__. ___ ..�.:_Z•_.� .:�^._:....�T-r/ ...77"_.7T-' >77?_-7Tk` 9�- __'T1}-F'./ w'-6<-.sue-- =._.-_ ".d.,-.. _e,-r;._ __•a' N .: .._. ::. � � _�_'____•_,.--_= --�.� "x;-....._--: �- .. -- _. ._- „-.-_ .._N __ .ter �� SP-1o0.00 Details # 3 lN3PECTOR3 TEST 1156 1758 1158 1759 1160 1760 1162 1761 1164 1166 1168 1170 1172 1174 1176 � 1178 � 1180 1182 1184 1186 (1188 1190 � ______ • •:. 11 I{ ® ! OM I _* - 0 Vr IM M EMEM on 0111 . F I KF% E rm mn 0 T E C TEO N I - WE SAVE LIVES AND PROPERTY 1 /" + r„,:d"� ':gag, :J �� ! E `gam: _r i.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON Sprinkler Legend THE APPLICATION SPECIFICATION SHEET.ALL OTHER Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE Viking VK300 Microfast 247 5.6 Upright % Quick Brass 155°F CONSIDERED AS EITHER BEING APPROVED OR IN Viking VK305 Microfast 2 5.6 Horizontal Sidewall % Quick Brass 200°F ACCORDANCE WITH APPLICABLE CODES. 'w Viking VK305 Microfast 3 5.6 Horizontal Sidewall % Quick Brass 155°F 2.TO THE BEST OF MY KNOWLEDGE, BELIEF AND TOWN OF BABYLON TOWN OF ISLIP Total =252 PROFESSIONAL JUDGMENT,THESE PLANS AND LICENSE # 1430 LICENSE # 074 SPECIFICATIONS ARE IN COMPLIANCE WITH THE NFPA AND CITY OF LONG BEACH TOWN OF HUNTINGTON LATEST BUILDING CODE OF NEW YORK STATE. LICENSE # 8322 LICENSE # F222081 NASSAU COUNTY LICENSE SUFFOLK COUNTY LICENSI FIRE SPRINKLER SYMBOLS AND LEGEND P/L NO : 969977427638o RP-61976 FOR P.E. STAMP ,- ,�( 112 Parkw,qvDr South " 9 J 'L- SYMBOL MODEL K FACTOR TEMP. TOTAL QUANTITY ORIFICE NOTE vK-3oo 5.6 155° 0 1/eft �� Hauppauge, New York 11788 COMMERCIAL UPRIGHT ,.' �, O VK-300 5.6 155° 247 1/2" COMMERCIAL UPRIGHT _,z" l'�, ,E Tel: 6 1 2 1 1 ( 3 ) 54- 35 o_ -�.gR Ur C��i -3 y,, a :. . ,I. , Project: , , a j North Fork Self Storage LLC -305 5.6 2oaP 2 1 2" EXPOSED COMMERCIAL SIDEWALL r " : 'r- r -{' !, =%, r< . >_ VK-178 5.6 155• 0 1" EXPOSED DRY BARREL SIDEWALL ..t r:'� I '" ' Title: end. Floor Fire Sprinkler Plan OVK-4621 5.6 155• 0 1/2" COMMERCLAI,CONCEALED PENDENT .. F-'" DATE: 2/7/23 ADDRESS: 65 Commerce Dr. Cutchogue,NY 11935 DRAWN BY: PETER GUIDO - -305 5.6 155• 3 1/2" EXPOSED COMMERCIAL SIDEWALL CHECKED BY: ANTHONY MATARESE Dwg No: SCALE: 1/8" = 1 FOOT SP-101.00 Total No. of Sprinklers this Drawing 252 SHEET: #2 OF g PROJECT OWNER: Marc_Slayton, Goodfriend Storage( 1 - 26-2242) __ Total No. of Sprinklers this Job 503 Richard White I8-8984 RwHI @ LBOOxFREPROT ECTION.COM I..........------- ......�is W�l y F .......Air Pr-5;>,t- IAir Fres-sure INDICATING-TYPE FLOOR - - - - - - - - - - - - - - - - - - - - - - - -CONTROL VALVE WITH z SUP,_ UPRIGHT SPRINKLER Grat" 4nd Wtve INSPECTORS TEST NOTES TAMPER SWITCH Switch IHanger No. 01S I1) INSPECJMS MT V&tW SHALL NOT BE MORE FLOW HYDRANT IITHM SEVEN FEET UAX MUM ABOW FINISH FLOOR. WATERFLOW SWITCH Top Beam C-Clamp IIII2) MY SP"KER SYSTEIII WITH 20 OR MOW IHEADS 9IIALL BE MOMTORM FOR FLOW,TAMPR PRESSURE GAUGE WITH ............................ e7 Steel I-Beamor ISNUBBER VALVE Barjol"t Top Beam C�Cfamp OUTLET ROTATION VARIES,,,IIW TROUBLE BY AN APPMED THIRD PARTY orEcrual ADJACENT SELF: Ivqjh Lock Nut TORAGE FACILITY IMoA-fl A-1 IPORV FLOW SWITCH 4" RISER MANIFOLD IDif FLtntntioll, 7= IIkti'a ti?r f 0 w Vatvo_ I386 HEADS TO SPRINKLER SYSTEM Id IIIPr�me T4---J Rod IIRou dod FDC Iresswe N. LES Switch Iitigp- ondl NEAREST HYDRANT II3"DRY VALVE UPRIGHT SPRINKLER FLEX DROP--- R�ht:=UP STORAH P, OR POLL UP STORAE val[ve VALV 89HEADS IIALARM TEST MODULE 401 IBMW IOLL I I V 0 VFV TROL VALVE Wit PFCMK REUEF IPIP6 WLYE IF WOURM I ..................................................CHECK VALVE I4F CkX E" I& MAIN DRAIN ISwInly Peessure . ..... CC.IUPRIGHT IFLEX HEAD DROP DETAIL Ir(oll 7est Off.17 COC FLOW I60MI31NED FIRE STANDPIPE I MK TO I S'W*LrA cmtrot Volve volve I SPRINKLER RISER IIPRESSURE HYDRANT a-At Note on Plan:H�inger Number and"A7 Dimens' i IDRAIN RISER !��,BACKFLOW DEVICE Fain ... .. .. .. ...I11"oin ............ .....................IDRY VALVE HfTki IIIRISER D INORTH SPRINKLER DEFLECTOR TO BE A MIN OF 18" AU I Hk0L�X ABOVE SECURITY MESH I �'Un'�,P TYPICAL STORNIJE UNIT )ECTION �N .T�S.AS requtered,Wow please find the results of fire flow test,TNs test was performe d during period of lowwaterdernand,Such a teg,usai ally,does not relmo the fire thw availible under the rond�tions found in a high-water dpimind pF rind.Wa -PvfPwPd The pa�t peak dgmand information that is available for this are a,Historically,the static pressiure in this area has been as low as 3S p%L FACE OF FlITING You should adjust the flow ter to reflect the lower static pressure prior to using it for any desil work,such as a lsprinkler s$V. Prn.You may need to arlitoo,the flow at,welf, Always remerrt)er to acrn4nt for any 11" RETURN BEND .difteremce in the ground e4evation between the ti,,q loqationarto your d,51rl siT location aI;well. DIMENSION 1 1/4* MIN. *COM""'LIANCE WIT"I"Ir 2016 N.F."" A 1Q* Any flow test,including ore wiVi a peak demand od,ustment,only reflects thE cond,tios at the time or UPRIGHT SPKR. 2 1/4" HOLE DIA. r test and may not acturately reflect what fire flow or rnbc pressure will he avaitabie in tl,,e�future� Itcouldbe 4 _16"a hielter or lower value,Tbc(tee flow or the statt-,pressure available at an�soccifle time will depend on system dern and and the availab ifity of water supply irfratstruct ure, 1 BRANCH LINE 1"xl/2" NPT CEILING TO in DEFLECTOR DROP I* X 1/2" REDUCER For Fire Marshall if you have any question%please contact the undersFgnedat(631)$63-0343.It is the closer, CROSS MAIN IRISER MANIFOLI I1"x1/2" NPT TEST_&_DRA 1"-ETAJLJ FEMALE REDUCER James R.Wilson Dirributloct Minager NOTE6 Ir CROSS MAIN Ii9_P 0�77 CUTCHOGUE DI 1 15/16 ICONCEALED 1 2 27/32- DIA. 4 CEIUNG HUIG CORPNATE ROAD 1ST HYD WJO 48 911512021 SPKR. 1, T14E SPRINKLER SYSTEM 15 WYDR4ULICALLY DE.51GNEO LINILESS OTHEI;ZUISE N07ED ANr,> 544ALL IGUAGE - ' 1,N DRTH P I , OAD IC,0,�ORM 70 NFPA 13.38 2, TW5 INSTALL,47tON, C�OMPONENTS, $l!ZINa, SPAVNI.z, LOCATI'ON, PONTION 4Nr,> TYPE D 0 TO NFPA OF SYTEM SHALL CA7rFORM ICE ITIGHT AGAINST SPRINK�SR/I4.5 5 CONCEALED SPRINKLER UPRIGHT SPRINKLER WRENCH BOSS. B_ ALL EOUIPMENT SWAU BE L.15ED Oq;;Z APF'1R0vFt> FOR FIRE PRTECTION SeRv rE,181435 _111W ADJUSTMENT 4. SPRINKLERS ARE TO FBE PR�TECTED 46AINST FREEZW_xNr> INJURY. PROPEPTy fiSCOMVERrFDItVE OLLNER 15 TO MAINTAIN 4 M[N[I"-.LlM` Cf- -40* F. IN ALL AfZEAS or- B IVol T_rCH E IITEST&DRAIN SIDEWALL SPRINKLER E,, IN$f=_CT1CN ANC> 7E6T OF SPRINKLER e;,IY67EM !64ALL 15E CONZ)LICTED AS e-PECIFIED IN SPRINKLER INSTALLATION DETAILS ISCALE: NONE IIII6, 7141E OCCA.H='ANGY OF T445 AFZEAS AFRr= TO 5�E 5FR[NKL5FR1ED IN ACCORZ:>ANVE WITH NIZPA -C1rIED ON PLANS_ AS SPE AND 1 WATER SUPPLY TtEST PIPES AND 64LIG'E,S S�4ALL BE PROVIDED AS SPECIFIE'r-> N ISYSTEM CROSS SECTION1 6. SPECI-ICATIONS, 5%r$TEM 71EST PIPE$, PROTECTION AGAIN,$T C0RFRO5101N,DR.AINAG-E. FITTING.S, VALVE6, P4r,*ERE� AND SHIELD$ S:4ALL EZ IN f 4 WiTH NFFA la,6TOI,-,K OF EXTRA HEAD WrLL 5=_ A 13 JIF D C: - R NF F REa IFOR EACW",__BRANCH LINE PITCHED W/ ROOF (TYP) "'WS, LOC47ION AND POSITION O= SPRIN<LER P;=Ar,,S WILL BE IN ACCC�ZDANI��F_WrTi4 NFP4 IB- '11�\ "I I PRIGHT HEAD (TYP) UPRIGHT HEAD (TYP) 11, I" TO 12" M[NIF!"MM CLEARAN-CE O= Af='RI`WLER C>EF._CTOR TO CEILING A5 PER N;:PA `Ia, BRANCH LINE PITCHED W1 ROOF (TYP) SECOND FLOOR MAIN BRANCH LINE PITCHED W/ ROOF (TYP) - I DISTANCE OF $5--RIN<LER15 =9;ZOM IW=_4T $0U1:RCE$ ,a, PALL EE IN CCORDANCE U74I4 I - 11 11 I I 11 - I 11 11 11 SECOND FLOOR NFFA DFRAIN43E TO CO",JFFORM TO 6=_,?,_-.TICN 4-6,3,I - - - - - - - - - - - - - - - - - - - t -L- - 14, ALL VALVES 6�44LL ;E=,!E 17�>ENTIFIED 45 RtHQARFED 5Y NFF4 13. - - - - - - - - - - - - - - - - - 1E% ILL vALvF: COXNECTIONS 'To IN THJ= SUPPLT 1-0 9.9z:1IRtNKLERS "`----DRY RISER (89 HEADS) -WET SYSTEM UPRIGHT HEAD (TYP) DRY SYSTEM UPRIGHT HEAD (TYP) TO FDC----,-,,, S"ALL mE APPROvED O.S.IY_ O!;;Z AiFf-rf:�Ovr=D [NaICATOFZ TYPE. =J�'-WET RISER 86 HEADS FIRST FLOOR 544LL BE 45JPROVED Tr S PER NF I VAL%/E AN=> TEST vALvE5 PA 3 TP TPE `PrPE 014-1 TUBE IXVO`_\1Er_> INCOMING SUPPLY 1 , PANGER ALL EmE OF A TYPE FOP, U5E WI Ila,, PROV1510N$ $HCULD 5E MADE 70 FACILITATE FLIJ5111W�l 6Y6TEM FIFIN�5 E�Y P IFW W NG CONNF_CTION CONSISTIC- OF A CAPPED NIFPFLIE 4 LO G ON TH�E r=N::> OF THE CROSS MAIN AS, F:-=R WPA I" I �BUILDING CROSS SECTION INFPA I20. TEMPERATURE R4T[W-s5 E44ALL CalPLY W'T�4 NFP4 la. li IF I I21, IS" MINIMUM CLEARANCE TO SELOWSPRrN<LER DEFECTOR AS PER NPPA 13. ',I 2, UN0ER4-;:R0UN0 I$ 70 E�E SUPPOCIE0 WITP RO:>DING, a'_OCK[WG AN=> I4'T,I ri-C 117'-171, Ily-01' 1 U�-Cf 1043, 0 45 PER NFPA �i4 RECUFREMET1 I2 CUR5 5O)i< vALvF- 15 70 5F_ F;1R0vID=D AS, T==R NFFA. III24. INTERC-ONNECTION O`-- ALARM TO BU[LZ:>INS PRE ALARM "r-STP-M SHALL. E�E II VF 2E�. ALL RECUIREt> Sr�SNASE SW4LL BE PROVIDED IN IWITH Nr-=A�I1=OLLOUr_--,- MAI*45 4 4 LAF�S T E &. ALL PIPE TO SE All'- ER 0 B SLAC< C5TEEL 10.klt:7-, Irim by I 1 3 CUPOI; I 1 4 1 1 III I I F I I ftec"Sed Ll!jh-0=0 MH r I-\, E:_ I7 . I I I I I I I i I 5 No,_�C=Ijpola I I I I I r I I ES I MAI LER TO E=,"F 5LACKErL SCHEDULE 40. 101 ITT IIT II2-1, ALL FITTINGS TO BE A$ FOLLO11,16: MAINS 2" ;L4RSER TO BE GICOVED TYPE FrTTfNG,I7 E;P,I4T4CPF& I 6"ALLER TO BE CI TW;�BADFC>_"CONTRACTOR'5 T"`,ATE;PIAL TEST CERTIFICATE$ FOR ABOVE GCROUNI�., AND (WHERE ItIIA PPLICAE�LE) UNO-I-ER GRC�INO $HALL BE $UE�MITTED TO THE FIRE MAf�$PAL PRIOR ITO AFI='ROVAL OF 7HE IN15TALLAT[ON, I ......................IItr4fil"I-2 Wul#,Qck lint IT IIIIRoF. p Staroqe Dao IIiI -HE III ME M- OWNER ARCHITECT 2/13/24 AS-BUILT P.G. 5. -ork Self Storage, LLC North F I)wdarchitects, inc. II2/2/24 F P P I AS-BUILT P.G. r.... .............................. Marc Slayton,Goodfriend Storage JaMeS Dankovich, RA 4 Iad St., Suite 400 13)7 Riverside Dr, :613 800�Vest Bro, &1�t AS-BUILT I IF Now Yor Cilly, NY 10024 Falls Church,Virginia 22046 IDescdpfion TISED PER FM COMMET"I'S R.W.2. 21/7/23 REIV Thread;7e CL MR Thread Cuttin Oil for Sprinkler Pba,is.an excellem CONTACT. CONTACT: >Ik , r SICH) pocial PHONE: 917-526-2242 PHONE: 703-356-6771 b0W"3WViW1N0n0rdf'C0Ie_ llyp W17 _ZF, a 11rdin fi*y Dwr MJL-A rti�ef cj� heavy dxy,lipht colored c0ing 61 for all types of loff=i nctal.117s s 12/5/22 SUBMITTED FOR APPROVAL R.W.> combination of arlti,,waar and an"�-Weld additvels;provides al:thir�4noces!,,ary Lim of Four d,nt an Canpect Dayonspout In UrlderproUnd Lead CIVI, Ljp�_* tubl-izz,ty arrd cDohng mcidern pip\-treadl rig opKali or.r.reqjirs,This balr,�-,-d No. DATE REVqSION BY>---------- ....... c3mbfnafiDn of addItiveswill hellp Improve die life and'thread Qualirly over nthirl.r C�ljffinc k cal��and is�Chl r-ars IDY,srno 0!low odor STRUCTURAL ENGINEER E, M & P ENGINEER foernulation makes it ideal for uW fn high sp-o�n,oadlmp apDlications_ DRAWING INDE",`K7 ASC SLIMMit Engineers, Inc.John Levermore Kenneth Cantwell, P.E.I - ., uj e -1. ce First Moo-L Fire Sprinkler Plan Firfx,VA 22003 Arlington VA 2220-7 CONTACT.Suresh 13aral CONTACT: Ken Cantwell SP-101.00 Second Floor Fire Sprinkler Plan 2 Heavy Dey Wlig Oi' Th rt�aFi!�can bE,unsd in Appearance: PHONE: 703-865-7122 PHONE: 703-533-5593 TbDl Lffe ztiAcrra1icanc1 ha-�d befid -Chlorne Free appl-catos�Fill oll reservoir Details 3 a All types ol ferrous mttal of pipe accord ir p to equilamen!specificavoets, 55-gi drum CIVIL ENGINEER Lovo 0-4or Mixing of J,"feto,ni type�! Law S-noke of threading r i Is is r�zt Surveying and Lind Plannin z CAUTION Skin coMac�.rRCOIrr"nerided,DO NOT A1.1TR II(ennelh H, Beckman, L.S.walIm wtl)THIS COT THE CON31STENCY OF am Wat!��Eye contact.:tfusn 1814 Middle Country Rod, Suite D IIPRODUCT Use as i!,�diteefly ems wl"h W,fttef for at Ridge, N.Y. 11961 I frorn the ciontainef.Cletange ....................... ............. ..................................... ..........-----------....................................................................................................................................................... ........................................................... IV CONTACT- Kenneth H. Beckman oil ftIIW Inry for ofirritim> a oylside,,itn'""atel Ir, IIcorit-lirtz,petroleum PHONE: 631-34.3-9427 Ioil,Avoidixeathin nrlist�.,or perstonis:1,�frcst:ar and set+vapom-Aoid eye cont--cl and ffloft-al xlt"tltxi� S1115 lot In'ttlEm CCHWOTP&L lxsl wd instrucIlbrs.pm!orqed or repeted rortact ISECTION: 096 PENDENT HEADS TO BE Iwil�n WGar safety glasses StAll or Iea k:Sook up yptfi ADJACENT SELF BLOCK: 01 1HARD PIPED or Use good per-sorial an oil absarben't cornpourd STORAGE FACILrTY Fol low all sftVu,bczd,1`�er& LOT: 001.3 0 hyp6ne.Dispose of used oil in C�4 Ia=crdaneto Mth 0 Stale Don't jo&jfe,Gcnstiryis our Ithm regulati6m,Consult Material DRY SYSTEM NOTE:IM Arl.:epo Saf,�*y Daz Sneets for additional Se�_Safflt�Data She-el fo, I -ALL MAINS SHALL BE PITCHED A MINIMUM OF 1/4" PER I OFT safety and,handling information. additIvIzIf ISM i"ty A-yj 2 -ALL. BRANCH LINES SHALL BE PITCHED A MINIMUM OF 1/2" PER I OFT FDC �nforrr-Miur,al wy.,wJ`ppi,cm DO NOT MIX WITH OTHER ILESS THAN 200' TO .4 THREAD CUTTING OILS OR NEAREST HYDRANT CONTAMNANTS,7 f,7777 4 P!.�4-fill f 1j 424-9�M,Ifill 41.Ima on-----W on Wx W in Wff 11" wawr on M Will ME ovREN� IIIIRAE In W In WMI11111111 omm IMEMCP lm 1111111 vqmr-mw vemmem 12 193h.. ---------- % , I > 11 4V F i R E P 0 IWE SAVE LIVES AND PROPEF;ZTY OON7RA(70 R At AT E RTA 1,A N D T F_7 I------ 0FRT1F10\TF.S FORABOV LYDER GROUND PIPE SILALL BE IIIST TOAPPROV.NLOFTHE IN&7ALLNTION IVA)MM DL 0CE B137WEEN HANGFM IINOMM PIPE IIIISIZE (im.)IISML PIPE EXCE T _0 15 Ii.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON 15_0 15_0 15_0 15_0 PRESSURE HYDRANT N/A 12 15-0 15-0 15-D 15-0 II7HRUDED UG 11, THE APPLICATION SPECIFICATION SHEET.ALL OTHER iITH"ADED 1JG MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE e INIA 0 12-0 12-0 NIA NIA ]�/l N/A N/A I0 SML PIPE CONSIDERED AS EITHER BEING APPROVED OR IN I -0 -0 -0 COPPEF TUBE 6-0 8-0 104 10-0 12 ACCORDANCE WITH APPLICABLE CODES.5 15 15 7/A C-PVC 5-6 6-0 6-6 7-0 6-0 99 12-0 IVA N/A NIA N/A PS) N/A 0-9 POLYBUnIxNE (I 4-7 5-0 5-11 N N/A N7A /A X/A N/A TOWN OF ISLIP PROFESSIONAL JUDGMENT,THESE PLANS AND TOWN OF BABYLON LICENSE# 1430 LICENSE # 074-K SPECIFICATIONS ARE IN COMPLIANCE WITH THE NFPA AND II 3-4 13-11 4-5 5-5 NIA NI�F 2.TO THE BEST OF MY KNOWLEDGE, BELIEF AND POLA 7YMT (CTS) 2- N71 N N/A N/A LATEST BUILDING CODE OF NEW YORK STATE. CITY OF LONG BEACH TOWN OF HUNTINGTON ILICENSE# 8322 LICENSE # F22208i IIIINASSAU COUNTY LICENSE SUFFOLK COUNTY LICENSL, -61976 P/LNO : 969977427638o RP FIRE SPRINKLER SYMBOLS AND LEGEND FOR P.E. STAMP IA'�14ORTH IIIIIII112 Parkway Dr South IINO=, I -Y IsyN0011 1�10DEL K-FACTOR TE�MP. TOTAL QUATMI ORIFICE IIIHauppauge, New York 11788 VK-300 5.6 155' CONITMERCIAL UPRIG11F I0 1/2 IIII -1315 .......--------V, ITel:(631) 254 CO�,,"MERCIAL UPRIGHT NIK--oo 5.6 155* 0 IProject:II2OOr 0 EXPOSED COMMERCIAL SIDE,11VALL N"ICr305 5.6 North Fork Self Storage LLC Irk IIOSED DRY BARREL SIDEAALT. IDetails VK-178 5.6 155' 0 1 EXP ITitle ',�, �n 2/7/23 DATE: -------..........VK-4621 1/2 COMMERCIAL CONCEALED PENDEN'T 5.6 155* ADDRESS: 65 Commerce Dr. Cutchogue,NY 11935 DRAWN BY: PETER GUIDO < 0 NATAIL BY: ANTHONY MATARESE Dwg No: VK-305 5.6 155' EXPOSED COMMERCIAL SIDE CHECKED Ii/8" i FOOT ISCALE: 00 IA Tot-i IN G I SHEET: #3 OF 3 c)f Sprinlders tlnis D,-" SP-102. IStorage(917-526-224 2) PROJECT OV%TNER: Marc SIlyton, Goodfriend -8984 Richard White (631) 338 Total, No. o Sprlinlders dilis Job 503 ITE@MILLB KFIREPR TECTI C M I FIRE ALARM NOTES: 1. GENERAL INFORMATION ' A. THE FACP SHALL TRANSMIT ALL SIGNALS BY A UL LISTED COMMUNICATOR TO UL LISTED CENTRAL STATION. B. ALL EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH LOCAL ORDINANCES, NFPA-72 RECOMMENDATIONS, LISTED DISTANCES FIRE ALARM SCOPE OF WORK: & MANUFACTURER SPECIFICATIONS. .Mr C. THE INSTALLATION OF ALL WIRING, CABLE SHALL BE IN COMPLIANCE LOCAL ORDINANCES, NFPA-70 AND MANUFACTURER ..' • ; `' `' e:.. INSTALLATION OF NEW, ADDRESSABLE FIRE , SPECIFICATIONS. ��^`�t !) * + �'A D. ACCURATE WIRING DIAGRAMS SHALL BE SUPPLIED FOR AS—BUILT PLAN)) PURPOSES. ANY DISCREPANCIES, CHANGES AND / OR ALARM SYSTEM THROUGHOUT BUILDING, ,. INCLUDING NEW FACP AND DEVICES. SYSTEM TO ALTERATIONS MADE TO THE ARCHITECTURAL FLOOR PLANS AND / OR INTERCONNECTING SYSTEMS (SPRINKLER, HVAC, STRUCTURAL, INCLUDE SMOKE AND HEAT DETECTION , s ,�.-,{ ' . ` ETC.) SHALL BE DOCUMENTED AND SUPPLIED FOR AS—BUILT PLAN!! PURPOSES. E. ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN ON SITE. NOTIFICATION , AS WELL AS MANUAL INITIATION F. CONCEALED DEVICES SHALL BE ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. OF ALARM VIA DUAL— ACTION PULL STATION. G. EACH INITIATING DEVICE SHALL BE CLEARLY LABELED FOR ITS RESPECTIVE ZONE CIRCUIT AND / OR ADDRESS. SPRINKLER AND HVAC CONDITIONS WILL ALSO H. ALTERATION AND OR CHANGES TO THE FIRE ALARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A BE MONITORED CONTROLLED BY FIRE ALARM • ° ry As , f LICENSED ENGINEER OR THE AUTHORITY HAVING JURISDICTION. SYSTEM UTILIZING RELAYS AND MODULES ¢ ` ° ' '. •• '' . I. THE CIRCUIT BREAK BREAKER NUMBER, PANEL NUMBER CENTRAL STATION ACCOUNT NUMBER SHALL BE CLEARLY NOTED INSIDE •./�jj' 4 x k k . THE FACP DOOR. P J. A 24 HOUR EMERGENCY SERVICE TELEPHONE NUMBER FOR THE FIRE ALARM CONTRACTOR AND A 24 HOUR CENTRAL STATION r POSTED ON THE FACP.SPICUOUSLY CONTACT TELEPHONE NUMBER SHALL BE CONSPICUOUSLY BUILDING DESIGN DETAILS NOTES: K. EXISTING DEVICES SHOWN ON THIS PLAN SET SHALL BE FIELD VERIFIED FOR EXISTENCE AND FUNCTIONALITY. REPLACED WITH NEW; MISSING EXISTING DEVICES SHALL BE INSTALLED AS NEW. L. FAULTY EXISTING DEVICES SHALL BE P •. - ,, '{ � ' �� , . . { �: 2. SMOKE AND HEAT DETECTORSBUILDING OCCUPANCY CLASSIFICATION IS STORAGE. A. EACH SMOKE OR HEAT DETECTOR SHALL NOT BE INSTALLED WITHIN 4 OF A SIDE WALL. TOTAL SQUARE FOOTAGE OF PROPOSED BUILDING IS 53937 �Q SQFT. BUILDING STRUCTURE TO CONSIST OF LIGHT—GAUGE B. EACH WALL MOUNTED SMOKE OR HEAT DETECTOR SHALL BE INSTALLED BETWEEN 4 & 12 DOWN FROM THE CEILING. ,) STEEL FRAMING AS WELL AS STRUCTURAL STEEL ELEMENTS ` ¢ -' . . C. EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN 36 FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING ] m ' WITH METAL PANEL/SIDING EXTERIOR AND METAL ROOF. D. STRUCTURAL BEAMS AND OR SOFFITS 12" OR GREATER SHALL BE TREATED AS A SMOKE HEAT POCKET. : xa . ' r` / CMU STAIR AND ELEVATOR SHAFTS. 3. MANUAL FIRE ALARM PULL STATIONS BUILDING TO BE FULLY SPRINKLERED. A. THE OPERABLE PART OF EACH PULL STATION SHALL BE MOUNTED 48" FROM THE FINISHED FLOOR TO THE TOP OF THE DEVICE. SITE MAP- B. EACH PULL STATION SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBSTRUCTED AND ACCESSIBLE.C. EACH PULL STATION SHALL BE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. D. A PULL STATION SHALL BE LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER 40' IN WIDTH AND WITH 5' OF EACH SIDE OF THE OPENING. E. PULL STATIONS SHALL BE RESET VIA KEY 4. NOTIFICATION APPLIANCES A. ALL AUDIBLE DEVICES SHALL HAVE A TEMPORAL-3 CODE. B. A SUFFICIENT NUMBER OF AUDIBLE DEVICES SHALL BE PROVIDED SO THAT THE FIRE ALARM SYSTEM IS AUDIBLE IN ALL PARTS OF THE BUILDING. C. ALL STROBE APPLIANCES SHALL HAVE A SYNCHRONIZED LIGHT PULSE OUTPUT AND DEACTIVATED AFTER SILENCE FUNCTION OCCURS. (AHJ DEPENDENT) D. THE BOTTOM OF THE STROBE LENS OF ALL WALL MOUNTED STROBE & AUDIBLE STROBE COMBINATION APPLIANCES SHALL BE MOUNTED AT LEAST 80" ABOVE THE FINISHED FLOOR AND NO GREATER THAN 96" ABOVE THE FLOOR. FIRE ALARM SEQUENCE OE OPERATION : 65 COMMERCE DR . THE FIRE ALARM SYSTEM SHALL OPERATE AS FOLLOWS: FIRE MARSHAL STAMP BOX A. MANUAL OPERATION — OPERATION OF A MANUAL FIRE ALARM PULL STATION SHALL: SOUTHOLD , NY , 119 ,35 1) IDENTIFY THE INDIVIDUAL STATION ON THE SYSTEM CONTROL PANEL AND SOUND THE ALARM BELL AT THE CONTROL PANEL AND REMOTE ALARM PANELS. OWNER: JAYEFF CONSTRUCTION CORP 2) SOUND AUDIBLE ALARMS AND ACTUATE STROBES. 1800 ROUTE 34, SUITE 403 3) TRANSMIT A SIGNAL TO THE CENTRAL STATION. WALL TOWNSHIP, NJ 07719 B. ACTIVATION OF AN AREA SMOKE DETECTOR OR SPRINKLER WATER-FLOW SWITCH SHALL CAUSE THE FOLLOWING: 1) PROVIDE OPERATION AS DESCRIBED FOR MANUAL FIRE ALARM PULL STATION. 2) A SIGNAL DEDICATED TO THE SPRINKLER SYSTEM WATER—FLOW ALARM SHALL NOT BE ABLE TO BE SILENCED WHILE THE SPRINKLER L- SYSTEM IS FLOWING AT A RATE OF FLOW EQUAL TO A SINGLE HEAD. �. - _ J i C. ACTIVATION OF A DUCT DETECTOR SHALL CAUSE THE FOLLOWING: 1) DISPLAY THE ORIGIN OF THE ALARM CONDITION REPORT ON THE ' AUG 2 5 2022 ALPHANUMERIC LCD DISPLAY AT THE CONTROL PANEL AND REMOTE ANNUNCIATOR PANELS. 2) SOUND AUDIBLE ALARMS AND ACTUATE STROBES. 3) SHUTDOWN HVAC UNIT OPERATION VIA CONTROL RELAY. 4) TRANSMIT A SIGNAL TO THE CENTRAL STATION. FIRE MARSHAL STAMP BOX D. ACTIVATION OF ANY SUPERVISORY CIRCUIT SHALL CAUSE THE PROJECT INFORMATION : FOLLOWING ACTIONS; AND INDICATIONS: 1) DISPLAY THE ORIGIN OF THE SUPERVISORY CONDITION REPORT ON NORTH FORK SELF STORAGE THE ALPHANUMERIC LCD DISPLAY AT THE CONTROL PANEL AND REMOTE ANNUNCIATOR PANELS. 65 COMMERCE DR . 2) ACTIVATE SUPERVISORY AUDIBLE AND VISUAL SIGNALS AT THE SOUTH OLD , NY, 11935 CONTROL PANEL AND REMOTE ANNUNCIATOR PANELS. 3) RECORD THE OCCURRENCE OF THE EVENT, THE TIME OF INSTALLATION CONTRACTOR : OCCURRENCE AND THE DEVICE INITIATING THE EVENT. 4) TRANSMIT A SIGNAL TO THE CENTRAL STATION. DIAMOND SECURITY, INC. D. RECEIPT OF A TROUBLE SIGNAL AT THE FIRE ALARM CONTROL PANEL 16 SAWGRASS DRIVE, SUITE 2 B , NY 11713 SHALL CAUSE THE FOLLOWING ACTIONS AND INDICATIONS: NY STATE LICENSE TCENSE NUMBER: 12000043827 1) DISPLAY AT THE CONTROL PANEL AND REMOTE ANNUNCIATOR LICENSEE: THOMAS G. PARENTE PANELS ALPHANUMERIC LCD DISPLAY, THE ORIGIN OF THE TROUBLE TEL: 631 -775-7580 FAX: 631 -775-7581 CONDITION REPORT. FLOOR: ARCHITECT: ARCHITECT- 2 ACTIVATE TROUBLE AUDIBLE AND VISUAL SIGNALS AT THE FIRE '.STAMP: CONTROL PANEL AND REMOTE ANNUNCIATOR. TI TLE KG DESIGN STUDIO ARCHITECTURE ` r 18 WILLETT AVE 3) RECORD THE OCCURRENCE OF THE EVENT, THE TIME OF SECTION : 096 SAYVILLE, NY 11782 OCCURRENCE AND THE DEVICE INITIATING THE EVENT. 'BLOCK: 1 .00 PHONE: 516-647-5948 4) TRANSMIT A SIGNAL TO CENTRAL STATION. LOT: 01 .003 E—MAIL ADDRESS: e kgurnick@gmail.com DATE: .'� AUGUST 2022 bQ� yj, PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN Ba. PAPER SIZE: FA1 1 OF 5 XXXX AS NOTED 24"x36" EK STAIR #2 0 0 0 0 z < Ts LED m < < 0 0 0 ELEV. < SPINKLER ImImImIm < TS TS TS TS ROOM WFWFWFWF LR LR [-RI FACP RADIO mac} �1�1 ocs 0 0 0 0 ELECTRIC ROOM < STAIR #1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HP-1 C /0\ O 0 ------------------------- 0 0 0 0 0 0 \0\/. N TS: s p rm FTms / LE;D;7CR PRIMARY RECALL < < -O C-R] SECONDARY RECAU < < < <ER] SHUNT 0 0 ELEV.jl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p qp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7— 0 0 0 0 0 0 0 0 0 Ec FIRE MARSHAL STAMP BOX p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FIRST FLOOR DEVICE LAYOUT. SCALE : 3 / 329, FRE LARV LEGEND SCOPE OF WORK -7-7 SYMBOL DESCRIPTION �MANUFAC. MODEL QUANTIT� t A0, A% FACP 1 . INSTALL NEW DEVICES ( HEAT AND SMOKE FIRE ALARM CONTROL PANEL FIRELITE FL—ES50X DETECTORS , PULL STATIONS , NACS , CONTROL FIRE MARSHAL STAMP BOX RADIO NAPC RADIO COMMUNICATOR 0 SLE—LTEIV—FIRE RELAYS MODULES WHERE SHOWN ON PLAN . PROJECT INFORMATION : 'r AJ BOX ELECTRONICS SYSTEM RECORD DOCUMENT 2 . HEAT DETECTORS AND SMOKE DETECTORS TO "J�. �F SPACE AGE —SSU00689 aK FDOCS 06 NORTH FORK SELF STORAGE BE INSTALLED IN TOP OF ELEVATOR SHAFT 65 COMMERCE DR . OSMOKE DETECTOR FIRELITE FL—SD365 6 WITH REMOTE LEDS LOCATED IN LOBBIES . SOUTHOLD NY 11935 HEAT DETECTOR 3 . INSTALL MONITOR MODULES ON ALL I FIRELITE FL-1-1365 4 135 � 135 DEGREE, FIXED WATERFLOWS AND TAMPER SWITCHES . A.1. '4' FIRELITE i FL—BGLX 4. INSTALL DUCT DETECTORS/HVAC SHUTDOWN INSTALLATION CONTRACTOR : . -'i V' PULL STATION 1 9 A I .114 DIAMOND SECURITY INC. RELAYS ON EACH OF THE HEAT PUMPS SHOWN S 16 SAWGRASS DRIVE, SUITE 2 STROBE SYSTEM 4' BK—SCRL 2 '4 CEILING MOUNT, RED SENSOR/0\ ON PLAN . CM BELLPORT, NY 11713 X, HORN STROBE SYSTEM t; NY STATE LICENSE NUMBER: 12000043827 BK—PC2RL 9 4 �4 Jl� LICENSEE: THOMAS G. PARENTS NO CEILING MOUNT, RED SENSOR Y • TEL: 631 -775-7580 FAX: 631 -775-7581 HORN STROBE SYSTEM NOTES :BK—P2RK ARCHITECT- STAMP: PIP WEATHERPROOF, WALL MOUNT, RED SENSOR '44 1 BUILDING TO BE FULLY SPRINKLERED . FLOOR: ARCHITECT: DD DUCT DETECTOR FIRELITE FL—D355PL 3 FIRST KC DESIGN STUDIO ARCHITECTURE 2. SPRINKLER DEVICES FOUND IN STAIRWELLS . w t ' CONTROL RELAY 18 WILLETT AVE PIR] ' c FIRELITE FL—CRF300 9 3. FACP IN ELECTRIC ROOM . SECTION : 096 FOR HVAC SHUTDOW/ELEVATORS SAYVILLE, NY 11782 BLOCK: 1 .00 PHONE: 516-647-5948 mMONITOR MODULE 4. REMOTE ANNUNCIATOR LOCATED IN ELEVATOR JID FIRELITE FL—MMF300 13 LOT: 01 .003 E—MAIL ADDRESS: FOR SPRINKLER EQUIPMENT SITE MAP kgurnick@gmail.com 7 Mp— Irm 0 rw, li V' o 1 0 L �s B70 L � KNOX BOX #2 LOBBY. DATE: ❑ FIRE DEPT ACCESS AUGUST 2022 PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA2 2 OF 5 XXX-X AS NOTED RP 24"x36" x STAIR #2 > x O 0 LE LED iP-2 pmm ' O 0 0 0 > > ELEV. #2 0 STAIR #1 > 0 0 0 0 >pl > cs LED D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > I > X > 0 0 0 0 0 0 0 X ELEV.--Ll 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 FIRE MARSHAL STAMP BOX J 27. 1763 SECOND FLOOR DEVICE LAYOUT SCALE! 3Z 32" SCOPE OF WORK too F RE A [-ARV LEGEND ''I INSTALL NEW DEVICES ( HEAT AND SMOKE "ok IN SYMBOL DESCRIPTION iMANUFAC.! MODEL QUANTIT� FIRE MARSHAL STAMP BOX DETECTORS , PULL STATIONS , MACS , CONTROL 0FIRELITE FL— 1ST FL. 14, FACP FIRE ALARM CONTROL PANEL 4� RELAYS/MODULES) WHERE SHOWN ON PLAN . PROJECT INFORMATION : 4 2 . HEAT DETECTORS AND SMOKE DETECTORS TO 1. 1 NAPCO SLE—LTEIV—FIRE RADIO RADIO COMMUNICATOR 1 ST FL. BE INSTALLED IN TOP OF ELEVATOR SHAFT NORTH FORK SELF STORAGE FZ SYSTEM RECORD DOCUMENT SPACE AGE 65 COMMERCE DR . ELECTRONICS 06—SSU00689 1ST FL. WITH REMOTE LEDS LOCATED IN LOBBIES . FDOCS BOX 3 . INSTALL MONITOR MODULES ON ALL SOUTHOLD NY, 11935 O SMOKE DETECTOR FIRELITE FL—SD365 6 WATERFLOWS AND TAMPER SWITCHES . INSTALLATION CONTRACTOR : HEAT DETECTOR 4. INSTALL DUCT DETECTORS/HVAC SHUTDOWN FIRELITE FL—H365 2 r 135 DEGREE, FIXED 135 t 1' RELAYS ON EACH OF THE HEAT PUMPS SHOWN DIAMOND SECURITY INC. t'� X 4v 16 SAWGRASS DRIVE, SUITE 2 PULL STATION FIRELITE FL—BGLX 2 ON PLAN . BELLPORT, NY 11713 NY STATE LICENSE NUMBER: 12000043827 STROBE SYSTEM 0ry LICENSEE: THOMAS G. PARENTE BK—SCRL 0 CEILING MOUNT, RED cm SENSOR � 4, TEL: 631 -775-7580 FAX: 631 -775-7581 HORN STROBE SYSTEM 11 NOTES : A R C H I TE�C T-,--,STAMP: FLOOR: ARCHITECT: BK—PC2RL ,.p} R ' d,; rcm CEILING MOUNT, RED SENSOR 1 1 BUILDING TO B E FULLY SPRINKLERED . f. HORN STROBE SYSTEM SECOND BK—P2RK 1ST FL. KG DESIGN STUDIO ARCHITECTURE WP WEATHERPROOF, WALL MOUNT, RED SENSOR 2 . SPRINKLER DEVICES FOUND IN STAIRWELLS . 18 WILLETT AVE SECTION : 096 SAYVILLE, NY 11782 P-D] DUCT DETECTOR FIRELITE FL—D355PL 5 BLOCK: 1 .00 PHONE: 516-647-5948 j SITE MAP- LOT: 01 .003 E—MAIL ADDRESS: L LE ip-9 SYMBOLI, Ilk I'A PR CONTROL RELAY FIRELITE FL—CRF300 5 FOR HVAC SHUTDOW DATE: kgurnick@gmail.com MONITOR MODULE FL—MMF300 4 AUGUST 2022 FOR SPRINKLER EQUIPMENT FIRELITE PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA3 3 OF 5 XXXX AS NOTED RIP 24"x36" F RE ALARM LEGEND SYMBOL DESCRIPTION MANUFAC. MODEL QUANTIT FACP FIRE ALARM CONTROL PANEL FIRELITE FL—ES50X 1 I I RADIO RADIO COMMUNICATOR NAPCO SLE—LTEIV—FIRE 1 'I DOCS BYpXTEM RECORD DOCUMENT SPACE AGE ELECTRONICS 06-SS000689 1 I O O SMOKE DETECTOR FIRELITE FL—SD365 6 I O H HEAT DETECTORI :L FIRELITE 1135 135 DEGREE, FIXED FL—H365 2 O 4 O 0 0 SPRINKLER ifl PULL STATION FIRELITE FL—BGLX p ROOM / STROBE SYSTEM /0 cM CEILING MOUNT, RED SENSOR BK—SCRL 2 CR PRIMARY RECALL CR SECONDARY RECALL DV � HORN STROBE SYSTEM gK—PC2RL p M �M CEILING MOUNT, RED SENSOR ER-] SHUNT M M Mllm HORN STROBE SYSTEM gK—P2RK 0 M M M M �wp WEATHERPROOF, WALL MOUNT, RED SENSOR Lc= TS TS TS TS WFWFWFWF DD DUCT DETECTOR FIRELITE FL—D355PL p ICRI CR CR E EV . 2 v CONTROL RELAY FIRELITE FL—CRF300 6 ��c,P �o� ��J� FACP RADIO CR FOR HVAC SHUTDOW/ELEVATORS � DOCS Fml MONITOR MODULE FL-MMF300 g Q oo O FOR SPRINKLER EQUIPMENT FIRELITE ELECTRIC E L EV . 1 ROOM ,o _ / \cm FIRE MARSHAL STAMP BOX F O y Li \O / \CM ---------------- ----- ------------------------------------ ----------- FIRE MARSHAL STAMP BOX PROJECT INFORMATION : NORTH FORK SELF STORAGE 65 COMMERCE DR . ROOM ELEVATOR LAYOUTS ( FIRST FLOOR ) ENLARGED SCALE : 31/ 8" � ' SOUTHOLD , NY, 11935 INSTALLATION CONTRACTOR : DIAMOND SECURITY, INC. 16 SAWGRASS DRIVE, SUITE 2 NOTES : SCOPE OF WORK : BELLPORT, NY 11713 NY STATE LICENSE NUMBER: 12000043827 LICENSEE: THOMAS G. PARENTE 1 ABOVE LAYOUTS ARE FOR FIRST FLOOR ROOMS 1 . INSTALL NEW DEVICES ( HEAT AND SMOKE TEL: 631 -775-7580 FAX: 631 -775-7581 AND ELEVATORS . ARCHITECT.-STAMP: 2 . HEAT DETECTORS LOCATED IN ELEVATOR PITS . DETECTORS , CONTROL RELAYS/MODULES) FLOOR: ARCHITECT: P WHERE SHOWN ON PLAN FIRST KG DESIGN STUDIO ARCHITECTURE . 3 . FACP LOCATED IN ELECTRIC ROOM , NOT 18 WILLETT AVE 2 . INSTALL REMOTE LEDS IN ELEVATOR LOBBIES ; SECTION : 096 SAYVILLE, NY 11782 SPRINKLER ROOM . BLOCK: 1 .00 PHONE: 516-647-5948 _. 4. BUILDING WILL BE SPRINKLERED . TIE ELEVATOR PIT HEATS TO LEDS . LOT: 01 .003 E—MAIL ADDRESS: 3 . INSTALL STROBES 2X IN BATHROOMS DATE: kgurnick@gmail.coms .a; F; r AUGUST 2022 PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA4 4 OF 5 XXXX AS NOTED RP 24"x36" F RE ALARV LEGEND SYMBOL DESCRIPTION MANUFAC.� MODEL b UANTIT i ROOF FACP FIRE ALARM CONTROL PANEL FIRELITE FL-ES50X 1 ROOF DECK RADIO RADIO COMMUNICATOR NAPCO SLE-LTEIV-FIRE 1 'SYSTEM RECORD DOCUMENT SPACE AGE 06-SS000689 1 DOCS BOX ELECTRONICS M M S P H S S DD CR DD CR DD CR DD CR DD CR H S S P S M M SLC OS SMOKE DETECTOR FIRELITE FL-SD365 12 e HEAT DETECTOR FIRELITE FL-H365 6 16/2 135II 135 DEGREE, FIXED © PULL STATION FIRELITE FL-BGLX 9 �0 STROBE SYSTEM BK-SCRL 2 � >> / �cM CEILING MOUNT, RED SENSOR g 4 HORN STROBE SYSTEM BK—PC2RL 20 CEILING MOUNT, RED SENSOR CM HORN STROBE SYSTEM BK-P2RK 1 WEATHERPROOF, WALL MOUNT, RED SENSOR DD DUCT DETECTOR FIRELITE FL-D355PL 8 EOL O O O O O O O O O O O CR CONTROL RELAY FIRELITE FL-CRF300 14 cm cm cm cm cm cm cm cm cm cm cm FOR HVAC SHUTDOW/ELEVATORS 16/2 MONITOR MODULE FIRELITE FL—MMF300 17 FOR SPRINKLER EQUIPMENT KNOX BOX 1 FIRE DEPT ACCESS SECOND FLOOR HARD CEILING 16/2 CR P P S DID CR CR CR CR H S S P M M S M M M M M M M M M sLc RADIO P DD CR DD H S CDRCR CR S P M M P P H H K FIRE MARSHAL STAMP BOX 16/2 1 0 ' 6 " FACP EOL O O O O O O O O cm cm cm CM cm CM CM \L CM cm cm ANN 16/4 FIRE ALARM RISER DIAGRAM FIRE MARSHAL STAMP BOX WIRE SPECIFICATIONS : PROJECT INFORMATION : NORTH FORK SELF- STORAGE 16Z2 SOLD FPLP , RED , 4 — CONDUCTOR 65 COMMERCE DR . 16 4SOLID PLENUM , RED , 2 — CONDUCTOR SOU TH OLD , NY, 11935 INSTALLATION CONTRACTOR : DIAMOND SECURITY, INC. 16 SAWGRASS DRIVE, SUITE 2 BELLPORT, NY 11713 NY STATE LICENSE NUMBER: 12000043827 LICENSEE: THOMAS G. PARENTE TEL: 631 -775-7580 FAX: 631 -775-7581 FLOOR: ARCHITECT: ARCHITECT STAMP: RISER KG DESIGN STUDIO ARCHITECTURE r``� "`''4.�`, a• 18 WILLETT AVE SECTION : 096 SAYVILLE, NY 11782 BLOCK: 1 .00 PHONE: 516-647-5948 LOT: 01 .003 E-MAIL ADDRESS: r t, kgurnick©gmail.com DATE: AUGUST 2022 0�.1�•y� PAGE #: SHEET: DOCUMENT #: SCALE: DRAWN BY: PAPER SIZE: FA5 5 OF 5 XXXX AS NOTED RP 24"x36"