Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
48271-Z
o�OS�FFO(A'pG Town of Southold 7/1/2023 y�E P.O.Box 1179 oCO - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44230 Date: 7/1/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1205 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 35.4-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2022 pursuant to which Building Permit No. 48271 dated 9/7/2022 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: additions and alterations, including pub, dining and porch,to existing Community Center as applied for. The certificate is issued to Peconic Landing @Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-21-0363 6/13/2023 ELECTRICAL CERTIFICATE NO. 48271 4/6/2023 PLUMBERS CERTIFICATION DATED 6/14/2023 K Plu ing Alith ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y, x 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#: 48271 Date: 9/7/2022- Permission is hereby granted to: Peconic Landing @Southold 1500 Brecknock Rd Greenport, NY 11944 To: Construct additions and alterations to existing Community Center- Pub & Dining- as applied for, with SCHD and Planning Board approvals, and with DEC and Trustees letters of no jurisdiction. At premises located at: 1205 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 6/10/2022 and approved by the Building Inspector. To expire on 3/8/2024. Fees: COMMERCIAL ADDITION/ALTERATION $2,072.40 CO-COMMERCIAL $50.00 Total: $2,122.40 Building Inspector Of SO!/r�o! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinCD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peconic Landing @ Southold Address: 1205 Route 25 city:Greenport st: NY zip: 11944 Building Permit#: 4$271 Section: 35 Block: 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Verity Electric License No: 41405ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Baseboard Heat 16' Duplec Recpt 53 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph X Hot Water GFCI Recpt 2 Wall Fixtures 21 Smoke Detectors 11 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 57 CO2 Detectors Sub Panel X A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights $Q' 2x2 LED 1 Emergency Strobe Heat Detectors Disconnect 3 Switches 15 2'x4'LED 2 Exit Fixtures F41 Sump Pump Other Equipment: LED Sign -1, 3 Phase 200A Panel, 100W Driver, 60 Watt Driver, Transformer Notes: Addition of Bar and Dining Area Inspector Signature: Date: April 6, 2023 S.Devlin-Cert Electrical Compliance Form pF SOpT�®l . Town Hall Annex Telephone(631)765-1302 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 - Southold,NY 11971-0959 Q BUILDING DEPARTMENT j TOWN OF SOUTHOLD AN 2 2 2023 1 t,U7 ?'1'r,?�;G 111 ' r CERTIFICATION Date- Building Permit No. �J P L-{ $ Z Owner: corvi' ��1 �� �cxx-1��1C9► J-�(1C (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. r (Plumbers Signature) Sworn to before me this J day of � �)� � , 20_k.)_ JASON m1l1=t1M No,rAny P O IG,STATE 85g NEW YORK c UALIl--IIvd IN SUFFOLK GOUNTY / �1�MM1951�N EXPII1115 N0VCMC3�Ft n'1, 3 Notary Public, County OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex riF soP.O. Box 1179 54375 State Route 25 ®�� ���� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) °L Southold, NYTelephone: 631 765-1938 JW www.southoldtownny.gov z�coum,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD JUN 12 2023 June 7, 2023 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Approved Amended Site Plan for Peconic Landing Dining Addition 1205 NYS Rt. 25, ±1,121' e/o Sound Road & NYS Rt. 25, Greenport SCTM#1000-35-1-25 Dear Mr. Cuddy: The Planning Board has found that the requirements for the Amended Site Plan referenced above have been completed based on the site inspection made June 2, 2023 and the Planning Board work session on June 5, 2023. The dining addition is in general conformance with the approved amended site plan entitled "Life Care Community Expansion Pub Dining Project, Peconic Landing at Southold" prepared by Howard W. Young, L.S. dated January 29, 2021 and last revised March 17, 2021, and the Planning Board supports the issuance of a Certificate of Occupancy. 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. Res ectfully, Donald J. Wilc ski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer G _ # # TOWN OF SOUTHOLD BUILDING DEPT. �Ty000NiV�`� 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: rA vi W v ' DATE 1/ INSPECTOR L ` b # '� TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ �IKOUNDATION 2ND [ ] INSULATION/CAULKING [VI FRAMING /STRAPPING- [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S: (vi Not/ �lryo DATE2?/ INSPECTOR SOUTholo # TO� OF SOUT OLD BUILDING DEPT. `ycourm��'' 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: c. 110, ............. DATE 1, INSPECTOR 1 ftsf so 1 # ` TOWN OF SOUTHOLD BUILDING DEPT. courm a 631-765-1802 INSPEC ICN [ ] FOUNDATION 1ST [ UGH 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 REMAR S: (oKk I 4. A-IV DATE l 'D W 2,J INSPECTOR q5MOE SOUly�lo - — # f TOWN OF SOUTHOLD BUILDING DEPT. "couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMARKS: lb la� � caj I\ nk 44 , DATEINSPECTOR OFSOUTy� # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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: . �C BQa4 lZeA-WVe dMo-ke C DATE `� '� Z INSPECTOR of SOUTyo� `' --- -- ---- TOWN OF SOUTHOLD BUILDING DEPT. °ycourm N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINALS ; f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. c g/y DATE �� INSPECTOR F142 j�-Ss--efms SOOIy�� --- # TOWN OF SOUTHOLD BUI DING DEPT. Own 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING 'FINAL 5�0 � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION/J [ ] PRE C/O [ ] RENTAL REMARKS: U 17le4 Ao �"-2 DATE �Z INSPECTOR ho�aOF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�' 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: 1, .LX-L26 DATE INSPECTOR ho�aUF SOUIy°� --- * TO NOF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: �y �" �� �`� �x4 �T4 ,�,qc cb DATE //�J INSPECTOR F✓� Contractor's Material and Test Certificate for Aboveground Piping A certificate shall be filled out and signed by both representatives.Copies shall'be prepared for'approving authorities,owners, and contractor.Itis understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,2oor workmanship,or failure to com 1 .with approving authori 's requirements or.local ordinances. Project Name Peconie Landing Date 4/7/23 Project Address 1500 Brecknock Rd. city . Greenport state NY Zip 11944 AHJ(Names Installation conforms to accepted plans ® Yes. ❑ No PLANS Equipment used is approved? ® Yes ® No If no,ex Iain deviations Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? ® Yes El No If no,explain INSTRUCTIONS Have copies of the following been left on the premises? 1. Record Drawings&System Components Instructions ® Yes U No 2. Care&Maintenance Instructions ® Yes ❑ No 3. NFPA 25 ® Yes ❑ No Maximum time to operate AIarm Device Through test connection ALARM VALVE Type Make Model Minutes Seconds or Waterflow Device System Sensor WFD30N - 45 FLOW INDICATOR Year.of.. Orifice Temp. Make Model Mfr. Size Quantity rating RASCO F1 FR-Pendent 2021 5.6 K 29 155 SPRINKLERS RASCO', F1 FR- Upright 2021 5.6K 15 155 Dry Valve . Quick Opening Device Make' Model Serial# MakeModel Serial# DRY PIPE Time to trip Time water Alarm OPERATING through test Water Air Trip point reached test operated TEST connection a,bpressure, pressure Air pressure outlet(a,bpro erl Seconds psi" psi psi Seconds Yes No Without QOD With QOD a Measured from time inspector's test connection is opened b NFPA 13 only requires the 60 second limitation in s ecific sections Pagel of 2 Operation Pneumatic Electric Hydraulic Does valve o erate from the manual trip,remote,or both stations Yes No is there an accessible facility in each circuit for testing Yes No DELUGE If no;explain PREACTION Make Model VALVES Detection media Piping Does each.circuit operate Does each circuit Maximum time to supervised supervised supervision loss alarm operate valve. operate release release. Yes 'No Yes No Yes No Yes No Seconds All piping hydrostatically tested at 200 psi for . 2 hrs If no,state reason Dry pipe pneumatically tested,per NFPA.l 3 Yes,. No Equipment oerates properly Yes No Do you certify as the sprinkler contractor that additives and corrosive chemicals,,sodium silicate or derivatives of sodium silicate,brine,or other corrosive chemicals were not used for testing systems or . stoppin z leaks Yes No TESTS Drain Reading of gauge located near water Residual pressure with valve in test test Su 1 test connection: psi- connection o en wide: psi Underground mains and lead-in connections to system risers Other,explain: flushed.before connection made to sprinkler piping: Verified by copy of the Contractor's Material and . Test Certificate for Underground Piping Yes No . Flushed by installer of underground sprinkler piping Yes No BLANK TESTING Number used: Locations: Number removed:: GASKETS CUTOUTS All cutout discs have been removed from all sprinkler piping Yes No If no,explain:. DISCS Welding piping Yes No If yes: Do you certify as the sprinkler contractor that welding procedures comply? with the requirements of at least AWS B2.1? Q Yes ❑No WELDING Do you.certify that the welding was performed by.welders qualified in compliance with the requirements of at least AWS B2.1? ®Yes ®No Do you certify that the 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 slag and other welding residue are removed and that the.internal diameters of pi]fmg are not enetrated? ❑Yes ®No Cutouts Do.you certify that you have a control feature to ensure that all cutouts(discs)are retrieved? iscs Yes No HYDRAULIC Placed on system riser(s)®Yes No If no,explain: DATA NAMEPLATE. . REMARKS Date left in service with:all control valves open: Name of sprinkler contractor:BK'Fire Suppression & Securit .S stems Contractor's address: 826 Suffolk Ave. TG S City.Brentwood State:NY Zip:11717 Tests witnessed b Propert owner/A ent: Title: Dater Sprinkler contractor: [TitleDate. Additional.Explanation and Notes: CMTC form 300.24C Page 2 of2 4/7/2023 9:18 am Event History Report Page 1 of 4 CS#SD-6369 to SD-6369-2 Dates 04/07/202300:00 to 04/07/202323:59 Corp Account#All On Test? B Site# All Event Class All Reporting Group All Open/Close? N Affiliation All In Service?Y Date Zone Operator Event Description Zone Comment Additional Info User Comment CS#SD-6369 Site Name PECONIC LANDING Address 1500 BRECKNOCK RD GREENPORT,NY 11944 Alt# 4/7/2023 1:55:21 an CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 1:55:23 an E602 20 IN-TIMER TEST zone:1 4/7/2023 1:55:25 an E608 7608 IN-TIMER TEST W/TR zone:1 4/7/2023 7:55:18 an CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1171 4/7/2023 7:55:18 an E602 20 IN-TIMER TEST zone:1 4/7/2023 7:55:22 an E608 7608 IN-TIMER TEST W/TR zone:1 4/7/2023 8:13:44 an IET 1999 OA-PIC HOLDER PIC 4/7/2023 8:13:49 an IET ONTEST OA-Place on Test PIC Cat:1 VOLINSKI MIKE OT 1400 ALLPTS Expires: 04/07/2023 14:00:00 All Zones 4/7/2023 8:18:42 an CALLID 3G039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 9:16:34 an CALLID SG039 IN-CALLER ID REPOP CallerlD:(646)273-1161 4/7/2023 9:41:08 an CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 9:59:08 an CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:12:37 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:15:27 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:16:42 a CALLID SG039 IN-CALLER ID REPOP CallerlD:(646)273-1161 4/7/2023 10:21:37 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:22:27 a CALLID SGO39 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:23:32 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:24:39 a CALLID SG039 IN-CALLER ID REPOP CallerlD:(646)273-1161 4/7/2023 10:27:05 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:28:26 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:30:44 a CALLID SG039 IN-CALLER ID REPOP CallerlD:(646)273-1161 4/7/2023 10:31:39 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:32:38 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:33:27 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:34:55 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:38:22 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:43:06 a CALLID SGO39 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:44:46 a CALLID SG039 IN-CALLER ID REPOP Called D:(646)273-1161 4/7/2023 10:45:41 a CALLID SG039 IN-CALLER ID REPOP Called D:(646)273-1161 4/7/2023 10:48:19 a CALLID SG039 IN-CALLER ID REPOP CallerlD:(646)273-1161 4/7/2023 10:49:45 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 10:50:55 a CALLID SG039 IN-CALLER ID REPOP CallerlD:(646)273-1161 4/7/2023 10:53:39 a CALLID SG039 IN-CALLER ID REPOP Called D:(646)273-1161 4/7/2023 10:58:05 a CALLID SG039 IN-CALLER ID REPOP Called D:(646)273-1161 4/7/2023 10:59:23 a CALLID SG039 IN-CALLER ID REPOR Called D:(646)273-1161 4/7/2023 11:00:20 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 4/7/2023 11:07:57 a CALLID SG039 IN-CALLER ID REPOR CallerlD:(646)273-1161 CS#SD-6369 Page 1 of 4 4/7/2023 9:18 am Event History Report Page 2 of 4 CS#SD-6369 to SD-6369-2 Dates 04/07/2023 00:00 to 04/07/2023 23:59 Corp Account#All On Test? B Site# All Event Class All Reporting Group All Open/Close? N Affiliation All In Service?Y Date Zone Operator Event Description Zone Comment Additional Info User Comment CS#SD-6369-1 Site Name PECONIC LANDING Address 1500 BRECKNOCK RD GREENPORT,NY 11944 Alt# 4/7/2023 8:13:49 an IET ONTEST OA-Place on Test PIC Cat:1 VOLINSKI MIKE OT 1400 ALLPTS Expires: 04/07/2023 14:00:00 All Zones 4/7/2023 10:15:44 a 46E330 1541 TR-PPHERL TRBL-DE 4/7/2023 10:16:53 a 852E33 1541 TR-PPHERL TRBL-DE CS#SD-6369-2 Site Name PECONIC LANDING Address 1500 BRECKNOCK RD GREENPORT,NY 11944 Alt# 4/7/2023 8:13:49 an IET ONTEST OA-Place on Test PIC Cat:1 VOLINSKI MIKE OT 1400 ALLPTS Expires: 04/07/2023 14:00:00 All Zones 4/7/2023 8:18:44 an Z419 7200 SU-FIRE SUPERVISO M2-108 COMM CTR BOILER ROOM 3 zone:419 OF 4 4/7/2023 9:16:34 an 539E33 1541 TR-PPHERL TRBL-DE 4/7/2023 9:16:37 an 467E33 1541 TR-PPHERL TRBL-DE 4/7/2023 9:16:41 an 538E33 1541 TR-PPHERL TRBL-DE 4/7/2023 9:16:45 an 536E33 1541 TR-PPHERLTRBL-DE 4/7/2023 9:41:12 an 784 7111 FA-SMOKE ALARM 4/7/2023 9:59:12 an 784 CIR111 RE-RESTORE SMOKE 4/7/2023 10:12:39 a 539E33 1550 RE-TROUBLE RESTO 4/7/2023 10:12:41 a 467E33 1550 RE-TROUBLE RESTO 4/7/2023 10:12:45 a 538E33 1550 RE-TROUBLE RESTO 4/7/2023 10:12:47 a 536E33 1550 RE-TROUBLE RESTO 4/7/2023 10:15:27 a 457E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:15:29 a 449E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:15:33 a 539E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:15:38 a 538E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:15:40 a 536E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:15:48 a 467E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:15:50 a 283E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:15:54 a 24E300 1536 TR-SYS TROUBLE-DE 4/7/2023 10:15:58 a Z419 7200 SU-FIRE SUPERVISO M2-108 COMM CTR BOILER ROOM 3 zone:419 OF 4 4/7/2023 10:16:44 a 482E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:16:46 a 482E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:16:49 a 28E330 1541 TR-PPHERL TRBL-DE 4/7/2023 10:16:57 a 482E33 1550 RE-TROUBLE RESTO 4/7/2023 10:16:59 a 19E300 1550 RE-TROUBLE RESTO 4/7/2023 10:17:06 a 24E300 1550 RE-TROUBLE RESTO 4/7/2023 10:17:08 a 39E300 1550 RE-TROUBLE RESTO 4/7/2023 10:17:12 a 22E300 1550 RE-TROUBLE RESTO 4/7/2023 10:17:16 a 482E33 1550 RE-TROUBLE-RESTO 4/7/2023 10:21:37 a 785 7115 FA-PULL STATION 4/7/2023 10:22:27 a 786 7111 `FA-SMOKE ALARM 4/7/2023 10:22:29 a 784 7111 FA-SMOKE ALARM CS#SD-6369-2 Page 2 of 4 4/7/2023 9:18 am Event History Report Page 3 of 4 CS#SD-6369 to SD-6369-2 Dates 04/07/2023 00:00 to 04/07/2023 23:59 Corp Account#All On Test? B Site# All Event Class All Reporting Group All Open/Close? N Affiliation All In Service?Y Date Zone Operator Event Description Zone Comment . Additional Info User Comment CS#SD-6369-2 Site Name PECONIC LANDING - I Address 1500 BRECKNOCK RD GREENPORT,NY 11944 Alt# 4/7/2023 10:22:33 a 793 7115 p FA-PULL-STATION 4/7/2023 10:23:34 a 787 7111 FA-SMOKE ALARM 4/7/2023 10:23:36 a 788 7111 FA-SMOKE ALARM 4/7/2023 10:24:41 a 329 7111 FA-SMOKE ALARM M2-18 COMM CTR CAPTAINS ROOM 4/7/2023 10:24:46 a 328 7115 FA-PULL STATION M2-17 COMM CTR CAPTAINS ROOM 4/7/2023 10:27:05 a 328 1576 �RE-REST FIRE ZN TR M2-17 COMM CTR CAPTAINS ROOM 4/7/2023 10:27:09 a 329 1576 RE-REST FIRE ZN TR M2-18 COMM CTR CAPTAINS ROOM 4/7/2023 10:27:13 a 784 GIR111 RE-RESTORE SMOKE U l/ 4/7/2023 10:27:17 a 793 CIR115 RE RESTORE PULL S 4/7/2023 10:27:20 a 785 CIR115 RE-RESTORE PULL S 4/7/2023 10:27:24 a 786 CIR111 RE-RESTORE SMOKE „ n 4/7/2023 10:27:28 a 787 CIR111 RE-RESTORE SMOKE 4/7/2023 10:27:31 a 788 CIR111 RE-RESTORE SMOKE 4/7/2023 10:28:26 a 338 7111 FA-SMOKE ALARM M2-27 COMM CTR ELEC RM BY MAIL 4/7/2023 10:30:44 a 337 7111 FA-SMOKE ALARM M2-26 COMM CTR ENTRANCE MAIL F/o RM Ai-20 W k J 4/7/2023 10:31:41 a 789 7114 FA-HEAT DETECTOR 4/7/2023 10:31:43 a 789 7114 FA-HEAT DETECTOR 4/7/2023 10:31:47 a 791 7111 FA-SMOKE ALARM 4/7/2023 10:32:38 a 792 7111 FA-SMOKE ALARM 4/7/2023 10:33:27 a 790 7111 FA-SMOKE ALARM 4/7/2023 10:34:55 a 398 7111 FA-SMOKE ALARM M2-87 COMM CTR ELEC RM BY MAIL RM 4/7/2023 10:38:22 a 337 1576 RE-REST FIRE ZN TR M2-26 COMM CTR ENTRANCE MAIL RM Ai-20 4/7/2023 10:38:24 a 338 1576 RE-REST FIRE ZN TR M2-27 COMM CTR ELEC RM BY MAIL 4/7/2023 10:38:28 a 789 CIR114 RE-RESTORE HEAT C 4/7/2023 10:38:31 a 790 CIR111 RE-RESTORE SMOKE 4/7/2023 10:38:35 a 398 1576 RE-REST FIRE ZN TR M2-87 COMM CTR ELEC RM BY MAIL RM 4/7/2023 10:38:37 a 791 CIR111 RE-RESTORE SMOKE 4/7/2023 10:38:42 a 792 CIR111 RE-RESTORE SMOKE 4/7/2023 10:43:10 a 539E33 1550 RE-TROUBLE RESTO 4/7/2023 10:43:13 a 328 7115 FA-PULL STATION M2-17 COMM CTR CAPTAINS ROOM 4/7/2023 10:43:15 a 467E33 1550 RE-TROUBLE RESTO 4/7/2023 10:44:48 a 328 1576 RE-REST FIRE ZN TR M2-17 COMM CTR CAPTAINS ROOM 4/7/2023 10:44:50 a 538E33 1550 RE-TROUBLE RESTO 4/7/2023 10:44:54 a 536E33 1550 RE-TROUBLE RESTO 4/7/2023 10:45:43 a 536E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:45:45 a 539E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:45:49 a 538E33 1541 TR-PPHERL TRBL-DE CS#SD-6369-2 Page 3 of 4 4/7/2023 9:18 am Event History Report Page 4 of 4 CS#SD-6369 to SD-6369-2 Dates 04/07/2023 00:00 to 04/07/2023 23:59 Corp Account#All On Test? B Site# All Event Class All Reporting Group All Open/Close? N Affiliation All In Service?Y Date Zone Operator Event Description Zone Comment Additional Info User Comment CS#SD-6369-2 Site Name PECONIC LANDING Address 1500 BRECKNOCK RD GREENPORT,NY 11944 Alt# 4/7/2023 10:45:52 a 467E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:48:22 a 338E33 1541 TR-PPHERL TRBL-DE 4/7/2023 10:48:24 a 338E33 1550 RE-TROUBLE RESTO 4/7/2023 10:49:46 a 338 7111 FA-SMOKE ALARM M2-27 COMM CTR ELEC RM BY MAIL 4/7/2023 10:50:57 a Z419 CIR200 RE-FIRE SUPERVISO M2-108 COMM CTR BOILER ROOM 3 zone:419 OF4 4/7/2023 10:51:01 a 338 1576 RE-REST FIRE ZN TR M2-27 COMM CTR ELEC RM BY MAIL 4/7/2023 10:53:39 a 418 7113 FA-WATERFLOW ALA M2-107 COMM CTR BOILER ROOM 4/7/2023 10:58:08 a 418 1576 RE-REST FIRE ZN TR M2-107 COMM CTR BOILER ROOM 4/7/2023 10:59:25 a 418 7113 FA-WATERFLOW ALA M2-107 COMM CTR BOILER ROOM 4/7/2023 11:00:20 a 418 1576 RE-REST FIRE ZN TR M2-107 COMM CTR BOILER ROOM 4/7/2023 11:07:57 a 536E33 1550 RE-TROUBLE RESTO 4/7/2023 11:07:59 a 538E33 1550 RE-TROUBLE RESTO 4/7/2023 11:08:03 a 539E33 1550 RE-TROUBLE RESTO 4/7/2023 11:08:07 a 467E33 1550 RE-TROUBLE RESTO CS#SD-6369-2 Page 4 of 4 .M f Jr sk 41 r' J eek T k .. .to �,�,.. Vii+:. ryek ia.ZL,r KA i a r •a M_ { � r�� ��� �' t i54•. i_ M me tia . � low rt Ki, 7. N'.- p, lfb ITaV HomeWrep -Wrap , S _ row I amt • c 1 r�� 5:49 .ail Done 15 of 22 LU 0 6Y Tlyvelt .Y 1. HomeWrap HOM komalrap f 14 *Ate t• J , �e . I �".,L �o Y Y ; "'sem.'►,'� U Ca Q. U 5:51 Done 22 of 22 -__WL �•*' .y `. i1, Wit" °sTy.�, •,« �I IL 4 ti .r a Q. • IFTIV i C ' 3 n g- �� or �yY n i •�JM1` �,• _ 1 rr s _-�- i 4 . r ' / o. a�ia�r �if•� FIELD INSPECTION REPORT ATE COMME Oct r � FOUNDATION(1ST) b 1 �✓ D —S� ------------------------------------ �• FOUNDATION(2ND) 10 z l ak- N H c� ROUGH FRAMING& - PLUMBING 10 m AIJdc r INSULATION PER N.Y. STATE ENERGY CODE & 3� Xis w Ur'Q VrL FINAL ADDITIONAL COMMENTS 01 pd I2a, b 1-3/1 a m 3- 31- a A oax1on- Cs. Z3 c �� Q o 722- vL,c) !c) (10 /- 3 a3 l H C � b W � 1 �r =�o�gnFFOtKco� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 hgps://www.southoldtomm. og_v Date Received APPLICATION FOR BUILDING PERMIT G For Office Use Only 'YJ � � � n �� PERMIT N0. d Building Inspector: II JUN 0 2022 Applications and forms must be filled out in their entirety.Incomplete - applications will not be accepted. Where the Applicant is not the owner,an BUfi_©ING+��r Owner's Authorization form(Page 2)shall be completed. TOWN OF SC4JTH0LID Date: OWNER(S)OF PROPERTY: Na-me:Peconic Landing at-Southold Inc. SCTM#10.0.0-35-01-25- - Project Address:1500 Brecknock Road, Greenport NY 11944 Phone#:631-477-3800 ext 228 [T7!ail: !qtKKy@peconiclanding.org Mailing Address:same as proiect address CONTACT PERSON: Name:Patricia Lutzky, Senior Vice President of Peconic Landing at wSouhotld Inc. Mailing Address:1500 Brecknock-Road, Green ort, NY 11944 P_. .. _____�_..w� Phone#4631-477-3800_ext. 228 _ Email:plutzky@peconiclanding.org DESIGN PROFESSIONAL INFORMATION: Name:KDA Architects MailingAddress500 Kings Highway South, Cherry Hill, NJ 08034 Phone#:856-770-1060 Emaillowlesa-W-arch.com CONTRACTOR INFORMATION: Name:Charel Contracting and Maintenance Company (Joseph Scocco, General Contractor Mailing Address:One Brittany Way,_Ronkonkoma, NY 11779 Phone#:516-250-0206. Email:jscoccocharel@aol.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $112,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes 9 N 1 PROPERTY INFORMATION Existing use of property:continuing care retirement community Intended use of property:Same as existlnl Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for.all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for,removal or demolition as herein described,The applicant agrees to comply with all applicable laws,ordinances,building code; housing code and regulations and to admit'authonzed inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a-Class A misdemeanor pursuant to Section 210.45 of the Newyork State Penal Law. Application Submitted By(print name): C ►uthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) C, a q'V n -a �" being duly sworn,deposes and says that(s)he is the applicant (Name of indiviJual gning contract)above na ed, (S)he is the V. (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 74-111t�. ,20o j Notary Public PROPERTY OWNER AUTHORIZATIONCHARi.Es�'-�.Cubbya-�, raotaxy Public, State of.Ne1W','Ybtk (Where the applicant is not the owner) No-02CUS672295 Qualified,ln:$uffolk CgU •� niy,->v qq Ct�iiwiii�9 ,Ejc�llres�D_�cenibei+ .t;'���• I, N/~ residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex r4 f SOU P.O.Box 1179 54375 State Route 25 O�� r�a� Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) O Southold,NY � � Telephone:631765-1938 www.southoldtowliny.gov U0i PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Approval—Peconic Landing pining Addition 1500 Brecknock Road, Greenport SCTM#1000-35.-1-25 Dear Mr. Cuddy: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 6, 2022, WHEREAS, this amended site plan is for the proposed construction of a 1,998 sq. ft. addition and interior alterations to the existing dining building, all part of an existing continuing care retirement community on 144 acres in the Hamlet Density Zoning District, Greenport; and WHEREAS, on August 24, 2021, Charles Cuddy, authorized agent, submitted an amended Site Plan Application for review; and ' WHEREAS, on September 13, 2021, the Planning Bound accepted the application as complete for review; and WHEREAS, the requirement for a Public Hearing was waived by the Planning Board due to the de minimus nature of the amended site plan within the context of the existing Life Care Community campus; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed j action is a Type Il Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area i i . i I I f + Peconic Landing Dining Addition Pacie 2 June 7, 2022 and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and WHEREAS, on September 30, 2021 the Southold Town Trustees issued an approved permit for the proposed action; and WHEREAS, on October 5, 2021., the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies'for their comments; and WHEREAS, on October 12, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on October 28, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, the proposed action was determined exempt for review by the Suffolk County.Planning Commission (SCPC); and WHEREAS, on November 3, 2021, the Southold Town Engineer reviewed the proposed application and determined that the application met the minimum requirements of Chapter 236 for Storm Water Management; and i WHEREAS, on November.v, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed.project and determined it to be consistent with.the Southold Town LWRP policies; and WHEREAS, on January 12, 2022, the NYS Department of Environmental Conservation (NYSDEC) issued.a letter of non-jurisdiction for the proposed action; and WHEREAS, on April 20, 2022, the Suffolk County Department of Health Services (SCDHS) issued wastewater permit approval for 0-21-0363 @ 3,740gpd for a Community Center; and i i WHEREAS, on June 6, 2022, 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 have been met;therefore be it j I 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 . i i 1 I i I I Peconic Landinci Dining Addition Pa e 3 June 7, 2022 RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition to the plans entitled "Life Care Community Expansion Pub Dining Project, Peconic Landing at Southold" prepared by Howard W. Young, L.S. dated January 29', 2021 and last revised March 17, 2021 and authorizes the Chairman to endorse the Site Plan after the condition below is met. Condition 1. Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. In addition, please be aware of the following Town Code requirements: ➢ Approved site plans are valid for eighteen months from the.date of approval, i within which time all proposed work must be completed, unless the Planning Board grants an extension. i i Any changes from the approved site plan shall require Planning Board approval. I 9 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 approva a er. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. 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. i If you have any quo-stions regarding the above, please contact this office, Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer wimap 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. , I C I Print name: ObQr� Applicant I Signature: Date: — 61,81 i 4 3 ' I i OFFICE LOCATION: MAI NG ADDRESS: Town Hall Annex $Q P.O.Box 1179 54375 State Route 25 UTy Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �O �� Telephone:631 765-1938 Southold,NY & 3 www.sontholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2023 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Approved Amended Site Plan for Peconic Landing Dining Addition 1205 NYS Rt. 25, ±1,121' e/o Sound Road & NYS Rt. 25, Greenport SCTM#1000-35-1-25 Dear Mr. Cuddy: The Planning Board has found that the requirements for the Amended Site Plan referenced above have been completed based on the site inspection made June 2, 2023 and the Planning Board work session on June 5, 2023. The dining addition is in general conformance with the approved amended site plan entitled "Life Care Community Expansion Pub Dining_Project, Peconic Landing at Southold" prepared by Howard W. Young, L.S. dated January 29, 2021 and last revised March 17, 2021, and the Planning Board supports the issuance of a Certificate of Occupancy. 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. Re's` ectfully, V . Donald J. Wilc ski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 9, 2021 TO: Charles Cuddy (Peconic Landing) 445 Griffing Avenue Riverhead,NY 11901 Please take notice that your application dated April 13, 2021: For permit to: construct additions and alterations to an existing dining/pub building at: Location of property: 1205 Route 25, Greenport,NY County Tax Map No. 1000—Section 35 Block 1 Lot 25 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the proposed use requires site plan approval from the Southold Town Planning Board. You may now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board 1'9 QEIVED FOR INTERNAL USE UNLY MAY o6 2021ITE PLAN USE DETERMINATION SoukhGld i own Planning Board n.t is e errn ation - - Date Sent: f i_2t . _ Date: 5 .I "i - �-: — . Project Name: = -- -- Project Address: i District Zoning stuffotk County Tax flap•No•:110( add ' Request _ . _ v '�— documentation"as to (l\lote: COPY of Building Permit Appli�fion and suppong ' proposed use or uses should be submi�ed.) Initial Dete[neiinati-on as to whether use is permitted: 1niUal•Dete.rmination as to whether site plan is require Ian (• . Signa t of Building Inspector t P.D. Referral: " Planning Delsat#fnen ( ) - - - - p.D.Hate Received: � . 1� `��--- Date of coalmenL Comments: QS. S� ud �2 Signature ofi Plannl .-Staff Reviewer Fina[ DefLerminaion Decision: c:���i�Riiildino Ingnp-c-tnr S,Glenn Goldsmith, President � � O � Town Hall Annex T 54375 Route 25 A.Nicholas Krupski,Vice President _. P.O. Box 1179 .. John M. Bredemeyer III Southold,New York 11971 Michael J. Domino Telephone(631) 765-1892 �® Greg Williams Fax(631) 765-6641 Cou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 30, 2021 Charles R. Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 RE: PECONIC LANDING AT SOUTHOLD, INC. 1205 ROUTE 25, GREENPORT SCTM#: 1000-35-1-25 Dear Mr. Cuddy: The Southold Town Board of Trustees reviewed the site plan of Young &Young, last dated March 17, 2021 and determined that the ground disturbance as well as the proposed construction of dining area terrace on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal.of vegetation, no cut or fill of land-or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area F 2 ` between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, r ir Glenn Goldsmith, President Board of Trustees GG:dd NEW YORK STATE DEPARTMENVOIF ENVIRONMENTAL-CONSERVATION blvision of.Environroental Permits,Region I SUNY.*Stohy'Brook.50 Circle Road;Stony Brock.NY 71790 90 P:{631)444-0365.1 R.(631)444 0360 wWw.dec.hy.'gdv Letter of No Jurisdiction for FW Project 8, 229. =- January Peconic.Landing at Southold Inc. 1*500 Breckhock Rd. Groeriport, N.-Y. 11944 Attn: Robert J. Syron. Application #1-4738-00'174/000"15 Facility: Ped.0hic.Landing at Southold Inc_,.Greenport, N.Y. SGTM#'10.00-35-125 Dear Applicant: Based on:the information you submitted, the.Department.of Environmental Conservation (DEC) has det&mihed that_your'proposed project:-p4b/dining addition,-tetraoo extension, retaining wall and plantings) in accordance with the survey (Alignment Plan) prepared by Howard W. Young:,-L,S, last revised'9/29/202 1, 1s:gfeater than -100 feet f* NYS.DEC rom regulated-freshwater wetlands., There"f6fe, no permit is reqLji-f.ed..pursuaht.to'thb Freshwatot Wetlands Act(Article.24) and its implementing-regulations (BNYCR*R.Part 663). or disturbance of any kind may take place Be advised, no construction, sedimentation, within 100 foot from the freshwater wetland jkirisdictl'.0hal bound.ary, at ldd.!.cated above, without.a permit. It is your. responsibility to ensure that all precautions are taken-to prevent any s0irriontation or othbra' Iteraftori or disturbance to tho':ground surface or vegetation within Artic le 24 juri sdlietjoh which may,result from your prdjedt. lq.addition, an -changes, modifications-or additional work to the-pr f'ect as described, may require authorization by:the oj DEC. Please contact this office if such activities afe contemplated.. Please note that this.letter does not relieve you of the responsibility of obtaining-any necessary permits.or approyats from other-agehcIes or local municipalities. Sincerely, herri L Aich r mit Perm itAdmm in is-trator cc: Senator Anthony H. Palurnbo- Charles R. Cuddy, Bureau of Ecosystems Health, File. N!XTOAV. Department of Environmental conservation rr.. BUILDING DEPARTMENT- Electrical I o or DEC 2".10 2022 TOWN OF SOUTHOLD DEpr ZM Town Hall Annex - 54375 Main Road - PO Bo � F.o Southold, New York 11971-0959 ;�►� Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn ov — seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/14/2022 Company Name: VERITY ELECTRIC INC. Electrician's Name: LOUIS SAMARITANO License No.: 41405ME Elec. email: INFO.VERITYELECTRIC@GMAIL.COM Elec. Phone No: 631-588-3247 El I request an email copy of Certificate of Compliance Elec. Address.: 350D CENTRAL AVE - BOHEMIA, NY 11716 JOB SITE INFORMATION (All Information Required) Name: PECONIC LANDING Address: 1205 ROUTE 25 - GREENPORT, NY 11944 Cross Street: MANHANSET AVE Phone No.: 631-942-6947 Bldg.Permit#: 48271 email: INFO.VERITYELECTRIC@GMAIL.COM Tax Map District: 1000 Section:35 Block: 1 Lot:25 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): NEW ADDITION AND RENOVATION AS FOLLOWS: ALTERATION 2,182 SQ FT- ADDITION 2,374 Square Footage: 14,556 Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑✓ Rough In 0 Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect[:]Underground❑Overhead # Underground Laterals 1 2 F1 H Frame M Pole Work done on Service? M Y F1N Additional Information: oy PAYMENT DUE WITH APPLICATION (O,a-y- Ail., BUILDING DEPARTMENT- Electrical I or TIP 2022 ��� 49 EE TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Bo F"®00 FSOLMIOLD Southold, New York 11971-0959 , 4Aja� Telephone (631) 765-1802-- FAX (631) 765-9.502 rogerre-southoldtownny.gov – sea nd(cD-southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 12/14/2022 Company Name: VERITY ELECTRIC INC. Electrician's Name: LOUIS SAMARITANO License No.: 41405ME Elec. email: INFO.VERIfYELEC" TRIC@GMAIL.COM Elec. Phone No: 631-588-3247 El I request an email copy of Certificate of Compliance Elec. Address.: 350D CENTRAL AVE - BOHEMIA, NY 11716 JOB SITE INFORMATION (All Information Required) Name: PECONIC LANDING Address: 1205 ROUTE 25 - GREENPORT, NY 11944 Cross Street: MANHANSET AVE Phone No.: 631-942-6947 Bldg.Permit #: 48271 email: INFO.VERITYELECTRIC@GMAIL.COM Tax Map District: 1000 Section:35 Block: 1 Lot:25 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): NEW ADDITION AND RENOVATION AS FOLLOWS: ALTERATION 2,182 SQ FT;'ADDITION 2,374 Square Footage: 14,556 Circle All That Apply: Is job ready for inspection?: ❑ ' 'YES [V] NO FV Rough In FFinal Do you need a Temp Certificate?: ❑ YES 7V NO issued On Temp Information: (All information required) Service Size 71 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[:]Fire ReconnectEj Flood Reconnect[:IserviceReconnect'[:Iundergro.und 00v6rhead I# Underground Laterals F-11 n2 n H Frame n Pole Work done on Service? F— Y MKI Additional Information: Ly PAYMENT DUE WITH APPLICATION i Z_ O PC U PERMIT # Address: Switches Outlets � v GFI's Surface Sconces 57 HH s - UC I_ts Fans Fridge HW Exhaust Ove r WHO Smokes DW ,f Mini Urbon Micro Generator Combo Cooktop Transfer AC 3 AH Hood' Service Amps Have Used Special: Comments - VV �'� xSt�EFUt • TOWN OF SOUTHOLD—FIRE MARSHAL A41 y=' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 py • o��.U, Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION ryry For,Office Use Only L PERMIT NO. U Building Inspector: L G k �� AD Applications and forms-must be filled out in their entirety.Incomplete JAN 0 2023 applications.will not be accepted.W.ORK,IS NOT TO:BE STARTED prior B9J1L INU OEPT to the approval of plans and issuance'of a permit.-. `WN0FS00THOM Has a building permit been obtained for this project? 7 Yes ❑No If yes,building permit# 48271 Date:12/29/2022 ' PROJECT.INORMATION:.: Project Address: Peconic Landing- 1205 Rt 25 SCTM# 1000- City: Greenport....... zip 11944 CONTACT PERSON'INFORMATION:' Name: Kevin...Qui&y......._,..,............... Mailing address: 35_Arkay Dr.,,Hauppauge, NY.11.788,,,, 516 351-8735 _ ._. .. kevin.qui.9�eY@jci.com..-.-", -....--,--....-,"-- P one Email: Preferred contact method(select one): []Phone Email CONTRACTOR INFORMATION: Name: Johnson Controls Fire Protection LLC Contractor License#:12000327945 Mailing Address: 35 Arkay Dr, Hauppauge NY 11788 Phone#:5.1.6.351-8735....... Email:kevin.,qu_i.g�eY.@jci.com.. ...... ,.__, ..__...... ........_ SCOPE OF WORK:' Occupancy Description: ❑Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile 0 Residential ❑ Storage Description of Work:Adds/Alts Fire Alarm System to Exisiting Simplex FA System in Community Center-PUB ❑ New System ® Existing System Modification S ririkler:%'Stand i e./Water Su 1",: ' ',-Fire.Alarm'/.CQ.Detection°S sterns'.': Other Fire Protecti6'S stems` p pp ppY Y Y (Check all that apply) (Check all that apply) `' (Check a1T that`apply) ❑NFPA 13,13D or 13R System WManual (]Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump RProtected Premises (local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: RCentral Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): _._................ ..._. i ®check Box Aftek Reading: I,the undersigned,'understand that the issuance of a:permit-for the type which is herein 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 listed as the applicant ou 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-reisspance of a permit shall be based upon review of the circumstances leading to the revocation.,"y, false state,ment(s)made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of theTenal Law Application Submitted By(print name): Kevin Quigley DAuthorized Agent ❑Owner Company(if applicable): Johnson Controls Fire Protection LLC Applicant Signature: - Date: 12/29/22 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 e 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 Amoiint Pald Check No FM: Perinit,No: Date Exp..Date 2 gUfEO(,� ��O�O COGy� TOWN OF SOUTHOLD–FIRE MARSHAL H r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only { / PERMIT NO. Building Inspector: l0 IF c IF 11 w/ I Applications and forms must be filled out in their,entirety.Incomplete " .: FEB 0 1 2023 applications will-not.be accepted.'WORK IS NOT TO BE STARTED prior' to.the approval:of plans.:and issuance of a permit., 1911_ulfUh Ut:f'!. Has a building permit been obtained for this project? W Yes ❑No T0w1y0FS01M4 1 n If yes,building permit# 48271 Date: 9/7/22 V06— 6^ 3�' _ .37 PROJECT,INORMATION: ; Project Address: 1500 Brecknock Rd. SCTM# 1000-03500-0100-025 City. Greenport _. zip:11944 CONTACT PERSON INFORMATION: Name Konrad Kamm . . _... _ _ . . ._ ._ NY 11717- Mailing Address: g26_Suffolk Ave., Brentwood, _ _ _ Phone#: (631)273-2010 X-1„15 Email: konrad.kamm@bViresuppression.com Preferred contact method(select one): ❑Phone REmail CONTRACTOR INFORMATION: ; Name: C_harel Contracting_ Contractor License#: 6 . ......_ .. .. _ .__._... .._..__..,.... g.. .. . ... _ __.. ....^, . H-2845.. . ....... . . .... ...._.. - Mailing Address: 1 Brittany Way, Ronkonkoma 11779 Phone#: 516 .250-0206 Email: joescocco charelcontracting.com SCOPE OF WORK:: Occupancy Description: R Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work: ❑ New System 0 Existing System Modification Sprinkler/Standpipe/Water Supply Tire'Alarrii/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 ❑Automatic ❑ Smoke Control []Standpipe ❑Fire Pump ❑Protected Premises (local) ❑ Wet or Dry Chemical/Clean ❑Supervising station- Agent Number of sprinkler heads:44 ❑Central Station ❑.Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): 2,500 1 R Check Box After.Rea'ding: 'I,the undersigned,understand that the issuance of.a permit for the type which is herein applied for is based,on the agreement to conform,to all regulations and requirements.I-further`understand.that non-compliance of said requirements;by myseif or any officer.or employee of the firin or individual listed as the applicant.on thim s for ,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 thus permit was issued.The reissuance-of a permit shall be based upon review of the`circumstances leading to the revocafion.-Any false statenie'nt(s)made_berein are punishable as a Class A misdemeanor pursuant .to Section 210.45 of the Penal'Law Application Submitted By(print name): Konrad Kamm ®Authorized Agent ❑Owner Company(if applicable): BK Fire Suppression & Security Systems Applicant Signature: Date: 2/3/23 FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit applicatioin'•d'nly 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 PaidZ S'Q Check No :.. 3.. FM:• L �r Permit`No. Date ` Z Exp.Date: Z. 2 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 following specialized occupancies'or area: Spray area or mixing room ❑ Yes X No Solvent extractions ❑ Yes No Laboratory using-chemicals ❑ Yes ® No Oxygen-fuel gas system for welding or cutting ❑ Yes F7 No Acetylene cylinder charging ❑ Yes [4 No Production or use of compressed or liquefied gases ❑ Yes F\_/1 No Commercial cooking operation ❑ Yes ® No Class A hyperbaric chamber ❑ Yes FV_1 No Cleanroom ❑ Yes No Incinerator or waste handling ❑ Yes No Linen handling system ❑ Yes R No Industrial Furnace ❑ Yes ® No Water-cooling tower ❑ Yes ® No If the answer to any of the above is "yes", describe type, location, arrangement and intended maximum quantities. Will there be any storage of products for 12 ft. (3.6 m) in height? ❑Yes j] No If the answer is "yes", describe products, intended storage arrangement and height. Will there be any storage of plastic, rubber or similar products over 5 ft. (1.5m) high except as described above? ❑Yes Q No If the answer is "yes", describe products, intended storage arrangement and height. Is there any special information concerning the water supply? ❑Yes r;/-1 No If the answer is "yes," provide the information, including known environmental conditions that might be responsible for corrosion, including microbiologically influenced corrosion (MIC). I certify that I have knowledge of the intendeduse f the p� pe y and that th above information is correct. Signature of owner's representative or agent: Date: Name'of owner's representative or agent completing certificate (print): jY4escw\ VA d i vi m,,1. Relationship and firm of agent(print): 1/i cue 17v� .cA,� . �....i► 1/1/2018 Owner's Information Certificate Page 2 of 2 OWNER'S INFORMATION CERTIFICATE N eand addr ss of ropertto be protected it h s rinkler protection: W k cI! RY Name of owner: Cb1r1,�YC �ac � (,.l,.C, Existing or planned construction is: Fire resistive or noncombustible 0 Wood frame or ordinary(masonry walls with wood beams) Unknown r Describe the intended use of the building: PU Note regarding speculative buildings: The design and installation of the fire sprinkler system is dependent on an accurate description of the likely use of the building. Without specific information, assumptions will need to be made that will limit the actual use of the building. Make sure that you communicate any and all use considerations to the fire sprinkler contractor in this form and that you abide by all limitations regarding the use of the building based on the limitations of the fire sprinkler system that is eventually designed and installed. Is the system installation intended for one of the following special occupancies? Aircraft hangar E] Yes �Z_No Fixed guide way transit system E] Yes 0 No Race track stable ❑ Yes FA No Marine terminal, pier or wharf E] Yes FK] No Airport terminal ❑ Yes JZ] No Aircraft engine test facility F-] Yes ® No Power Plant F-1 Yes ® No Water-cooling tower 0 Yes [R 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 ❑ Yes © No Aerosol Products F1 Yes © No Nitrate film F-1 Yes ® No Pyroxylin plastic [—] Yes © No Compressed or liquefied gas cylinders F-] Yes 0 No Liquid or solid oxidizers ❑ Yes © No Organic peroxide formula ❑ Yes ® No Idle pallets ❑ Yes [A No 1/1/2018 Owner's Information Certificate Page 1 of 2 i Johnson Controls PRODUCT DATA SUBMITTAL _ PROJECT: PECONIC LANDING PUB DINING LOCATION: PECONIC LANDING 1500 BRECKNOCK ROAD GREENPORT, NY 11944 ELECTRICAL CONTRACTOR: JOHNSON CONTROLS FIRE PROTECTION LP 35 ARKAY DR PHONE: HAUPPAUGE, NY 11788 LIC.#12000327945 PROJECT NUMBER/ DATE PREPARED: 650274622 / 12/21/2022 - i BUILDING SYSTEMS SALES REPRESENTATIVE: KEVIN QUIGLEY SPECIFICATION SECTION: FIRE ALARM SYSTEM SUPPLIER: Johnson Controls Fire Protection LP Long Island District Office U.S. Corporate Sales&Marketing 35 Arkay Drive 50 Technology Drive Hauppauge, NY 11788 Westminster, MA 01441-0001 Local: (631)404-1000 Toll Free: (800)746-7539 Fax: (631)404-1010 Long Distance: (978)731-2500 PROJECT BILL OF MATERIALS PROJECT NO. PROJECT NAME 650274622 PECONIC LANDING PUB DINING NEW PERIPHERALS Product ID. ,Ctv.Product Description Pape 4098-9714 7 TrueAlarm Photoelectric Smoke Sensor 1-6 4098-9792 8 TrueAlarm Sensor Base 1-6 4098-9733 1 TrueAlarm Heat Sensor 1-6 4099-9004 2 Pull Station,IDNet,Single Action,LED 7-12 4906-9151 2 Multi-Candela SN,Non-Addr,Red,Wall Mount 13-18 MISC. Page Description jagge BATTERY CALCULATION 119 e` Page 1 %e% f �do S S i m I Ex .._������ P TrueAlarm Analog Sensing UL, ULC,CSFM Listed;FM TrueAlarm Analog Sensors- Photoelectric and Heat;Standard Bases and Accessories Approved;MEA(NYC) Acceptance* Features condition is determined by comparing the sensor's present value against its average value and time. TrueAlarm analog sensing provides: Digital transmission of analog sensor values via IDNet or MAPNET II Intelligent Data Evaluation. two-wire communications Monitoring each sensor's average value provides a continuously shifting reference point.This software filtering process compensates for For use with the following Simplex products: environmental factors(dust,dirt,etc.)and component aging,providing 4007ES,4010,4010ES,4100ES,and 41000 Series control panels;and an accurate reference for evaluating new activity.With this filtering,there 4008 Series control panels with reduced feature set(refer to data is a significant reduction in the probability of false or nuisance alarms sheet 54008-0001 for details) caused by shifts in sensitivity,either up or down. 4020,4100,and 4120 Series control panels,Universal Transponders, Control Panel Selection. and 2120 TrueAlarm CDTs equipped for MAPNET II operation Peak activity per sensor is stored to assist in evaluating specific locations. Fire alarm control panel provides: The alarm set point for each TrueAlarm sensor is determined at the • Peak value logging allowing accurate analysis of each sensor for host control panel,selectable as more or less sensitive as the individual individual sensitivity selection application requires. Sensitivity monitoring satisfying NFPA 72 sensitivity testing —,;.—Ma-Vj- requirements;automatic individual sensor calibration check verifies -- ------, sensor integrity 0 Automatic environmental compensation,multi-stage alarm operation, and display of sensitivity directly in percent per foot r' Ability to display and print detailed sensor information in plain English language - Photoelectric smoke sensors provide: • Seven levels of sensitivity from 0.2%to 3.7%(refer to additional Figure 1: 4098-9714 TrueAlarm information on page 3) Photoelectric Sensor Mounted in Base Heat sensors provide: Timed/Multi-Stage Selection. Three fixed temperature sensing thresholds: 135°F,155°F and 190°F Sensor alarm set points can be programmed for timed automatic Rate-of-rise temperature sensing sensitivity selection(such as more sensitive at night,less sensitive during day).Control panel programming can also provide multi-stage operation Utility temperature sensing per sensor.For example,a 0.2%level may cause a warning to prompt Listed to UL 521 and ULC-5530 investigation while a 2.5%level may initiate an alarm. General features: Sensor Alarm and Trouble LED Indication. Operation is for ceiling or wall mounting Each sensor base's LED pulses to indicate communications with the Listed to UL 268 and ULC-5529 panel.If the control panel determines a sensor is in alarm,or is dirty NEMA 1 rated.See TrueAlarm Analog Sensing Product Selection Chart or has some other type of trouble,the details are annunciated at the for more information. control panel and that sensor base's LED will be turned on steadily. Louvered smoke sensor design enhances smoke capture by directing During a system alarm,the control panel will control the LEDs such that flow to chamber;entrance areas are minimally visible when ceiling an LED indicating a trouble will return to pulsing to help identify the mounted alarmed sensors. Designed for EMI compatibility Sensor Base Features Magnetic test feature is provided Different bases are available to support a supervised or unsupervised Base mounted address selection: output relay,and/or a remote LED alarm indicator Address remains with its programmed location Additional base reference: Accessible from front(DIP switch under sensor) For isolator bases,refer to data sheet 54098-0025 General features: For sounder bases,refer to data sheet 54098-0028 Automatic identification provides default sensitivity when substituting For photo/heat sensors,refer to data sheet 54098-0024(single sensor types address)and 54098-0033(dual address) Integral red LED for power-on(pulsing),or alarm or trouble(steady on) Locking anti-tamper design mounts on standard outlet box Description Magnetically operated functional test Digital Communication of Analog Sensing. TrueAlarm analog sensors provide an analog measurement digitally communicated to the host control panel using Simplex addressable communications.At the control panel,the data is analyzed and an average value is determined and stored.An alarm or other abnormal *These products have been approved by the California State Fire Marshal(CSFM)pursuant to Section 13144.1 of the California Health and Safety Code.See CSFM Listings 7272-0026:218, 7271-0026:231,7270-0026:216,and 7300-0026:217 for allowable values and/or conditions concerning material presented in this document.Accepted for use-Clty of New York Department of Buildings-MEA35.93E.Additional listings may be applicable,contact your local Simplex product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co.are the property of Tyco Fire Protection Products. 54098-0019 Rev.25 01/2020 Page 2 Johnson 9 rfal 9SImpIEx TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Sensor Bases 4098-9792,Standard Sensor Base 4098-9789,Sensor Base with wired connections for: • 2098-9808 Remote LED alarm indicator or 4098-9822 relay(relay is unsupervised and requires separate 24 VDC) Supervised Relay Bases(not compatible with 2120 CDT): 4098-9791,4-Wire Sensor Base,use with remote or locally mounted 2098-9737 relay,requires separate 24 VDC 4098-9780,2-Wire Sensor Base,use with remote or locally mounted 4098-9860 relay,no separate power required Supervised relay operation is programmable and can be manually operated from control panel Includes wired connections for remote LED alarm indicator or 4098-9822 relay(relay is unsupervised and requires separate 24 VDC) Sensor Base Options 2098-9737,Remote or local mount supervised relay: • DPDT contacts for resistive/suppressed loads,power limited rating of 3 A @ 28 VDC;non-power limited rating of 3 A @ 120 VAC(requires external 24 VDC coil power) 4098-9860,Remote or local mount supervised relay: • SPDT dry contacts,power limited rating of 2 A @ 30 VDC,resistive;non-power limited rating of 0.5 A @ 125 VAC,resistive ALARM 0 4098-9822,LED Annunciation Relay: •Activates when base LED is on steady,indicating local alarm or trouble DPDT contacts for resistive/suppressed loads,power limited rating of 2 A @ 28 VDC;non-power limited rating of 1/2 A @ 93SImplex 120 VAC,(requires external 24 VDC coil power) 4098-9832,Adapter plate: • Required for surface or semi-flush mounting to 4"square electrical box and for surface mounting to 4"octagonal box • Can be used for cosmetic retrofitting to existing 6-3/8"diameter base product Figure 2: Remote 2098-9808,Remote red led Alarm Indicator: red LED Alarm • Mounts on single gang box(shown in illustration) Indicator Description TrueAlarm sensor bases contain integral addressable electronics that constantly monitor the status of the detachable photoelectric or heat sensors. Each sensor's output is digitized and transmitted to the system fire alarm control panel every four seconds. Since TrueAlarm sensors use the same base,different sensor types can be easily interchanged to meet specific location requirements.This feature also allows intentional sensor substitution during building construction.When conditions are temporarily dusty,instead of covering the smoke sensors (causing them to be disabled),heat sensors may be installed without reprogramming the control panel.Although the control panel will indicate an incorrect sensor type,the heat sensor will operate at a default sensitivity providing heat detection for building protection at that location. Features Sealed against rear air flow entry Interchangeable mounting EMURFI shielded electronics Heat sensors: Selectable rate compensated,fixed temperature sensing with or without rate-of-rise operation Rated spacing distance between sensors: Fixed Temp.Setting UL&ULC Spacing: FM Spacing,Either Fixed Temperature Setting 135°F(57.21 C) 60 ft x 60 ft(18.3 m) 20 ft x 20 ft(6.f m)for fixed temperature only;RTI=Quick 155°F(68°C) 40 ft x 40 ft(12.2 m) 50 ft x 50 ft(15.2 m)for fixed temperature with either rate-of-rise selection;RTI= Ultra Fast Note:*190°F(88°C)ratings apply only to the 4098-9734 sensor. Smoke Sensors: Photoelectric technology sensing 360°smoke entry for optimum response Built-in insect screens Page 2 54098-0019 Rev.25 01/2020 Page 3 "° ° rr &rls rsimplex TrueAlarm Analog Sensors- Photoelectric and Heat;Standard Bases and Accessories Mounting Reference Electrical Box Requirements:(boxes are by others) Without relay in the box:4"octagonal or 4"square,1-1/2"deep; single gang,2"deep With relay in the box:4"octagonal or 4"square,1-1/2"deep, with 1-1/2"extension ring 4"(102 mm)Square Box 4"(102 mm)Octagonal Box Surface mount reference 0 minimum box depth Flush mount reference,mount even with final surface,or with up to 1/4"(6.4 mm)maximum recess Supervised Relay- Relay(mounts (mounts in base electrical box or in base electrical box) remotely) Relay Size: 2-1/2"X 1-1/2"X 1" (3.75 in 3)(64 mm X 38 mm X 25.4 mm) Supervised Relay2(mounts in base electrical box or remotely;2-3/8"X 1-1/4"X 11/32" (1 in 3)(60.4 mm X 31.8 mm X 8.6 mm) o NOTE:Review total wire count,wire size,and accessories being wired to determine required box volume. ��. 6-3/8"(162 mm) , tAdapter Plate,required for 1/4" mounting to surface mounted boxes (6.4 mm) and 4"square flush box f. 4-7/8"(124 mm) .I 15/16" (24 mm) 0 TrueAlarm Bases Figure 3: Mounting Reference Table 1:Product mounting-SKU reference Product Model .......................... ................_.._....._...................._._...................................._...._......_...._......._...._......_.__............................._._........._........__......_....................................................._................................:_......................._............._.................--"-._........................_._...-=--._.......................----- Relay 4098-9822 ----..............._...._..._................................ ..._........__........................................ ....................................._..... ............................._.............__...----...........................-----"---.................... -"--"- Supervised Relay 1. 2098-9739 2. 4098-9860 Adapter plate 4098-9832 ---- - --- ----...__.......-- ------------ ......._...---...— ---- --._...------._.._...._—...._._............_..._....._—._.................-.........._................--- -_....._.... TrueAlarm Bases 4098-9780,4098-9789,4098-9791,4098-9792 Page 3 54098-0019 Rev.25 01/2020 Page 4 69 Simplex TrueAlarm Analog Sensors-Photoelectric and Heat; Standard Bases and Accessories 4098-9714 Photoelectric Sensor TrueAlarm photoelectric sensors use a stable,pulsed infrared LED light source and a silicon photodiode receiver to provide consistent and accurate low power smoke sensing.Seven levels of sensitivity are available for each individual sensor,ranging from 0.2%to 3.7%per foot of smoke obscuration. Sensitivities of 0.2%,0.5%,and 1%are for special applications in clean areas.Standard sensitivities are 1.5%,2.0%,2.5%,3.0%,and 3.7%.Application type and sensitivity are selected and then monitored at the fire alarm control panel.* The sensor head design provides 360°smoke entry for optimum response to smoke from any direction.Due to its photoelectric operation,air velocity is not normally a factor,except for impact on area smoke flow. -7/8"(124 mm) t)°�LED status indicator 2-1/8" (54 mm) <:sa ga Figure 4: 4098-9714 Photoelectric Sensor with Base 4098-9733 and 4098-9734 Heat Sensors TrueAlarm heat sensors are self-restoring and provide rate compensated,fixed temperature sensing,selectable with or without rate-of-rise temperature sensing.Due to its small thermal mass,the sensor accurately and quickly measures the local temperature for analysis at the fire alarm control panel. Rate-of-rise temperature detection is selectable at the control panel for either 15°F(8.3°C)or 20°F(11.1°C)per minute.Fixed temperature sensing is independent of rate-of-rise sensing and programmable to operate at 135°F(57.2°C)or 155°F(68°Q.In a slow developing fire,the temperature may not increase rapidly enough to operate the rate-of-rise feature.However,an alarm will be initiated when the temperature reaches its rated fixed temperature setting. TrueAlarm heat sensors can be programmed as a utility device to monitor for temperature extremes in the range from 32°F to 155°F(0°C to 68°Q. This feature can provide freeze warnings or alert to HVAC system problems.Refer to specific panels for availability. 7/8" 124 mm) _... -7/8"(12 mm). ..._ ..__.......... .._................. -- -._......_...Cl'*—LED status indicator LED status indicator 2-3/8" 2-3/8" 1 (60 mm) (60 mm) Figure 5: 4098-9733 Heat Sensor with Base Figure 6: 4098-9734 High Temperature Heat Sensor with Base WARNING:In most fires,hazardous levels of smoke and toxic gas can build up before a heat detection device would initiate an alarm.In cases where Life Safety is a factor,the use of smoke detection is highly recommended. Application Reference Sensor locations should be determined only after careful consideration of the physical layout and contents of the area to be protected.Refer to NFPA 72,the National Fire Alarm and Signaling Code.On smooth ceilings,smoke sensor spacing of 30 ft(9.1 m)may be used as a guide.* *For detailed application information including sensitivity selection,refer to Installation Instructions 574-709. TrueAlarm Analog Sensing Product Selection Chart Table 2:TrueAlarm Sensor Bases(for use with Sensors 4098-9714 and 4098-9733) SKU Color Description Compatibility Mounting Requirements. 4098-9792 White 4"octagonal or 4"square box, 409...... Black Standard Sensor Base No options 1-1/2"min.depth;or single gang box,2"min,depth Page 4 54098-0019 Rev.25 01/2020 Page 5 J> yp Johnson `35implEx Controls TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Table 2:TrueAlarm Sensor Bases(for use with Sensors 4098-9714 and 4098-9733) SKU Color Description Compatibility. Mounting Requirements 4098-9789 White _....................................... 4"octagonal or 4"square box 4098-9789 Sensor Base with connections 4098-9789IND White for Remote LED Alarm Indicator 2098-9808 Remote Alarm Indicator or Note: 4098-9789IND or Unsupervised Relay 4098 9822 Unsupervised Relay Box depth requirements depend 4098-9775 Black on total wire count and wire size, 4-Wire Sensor Supervised Relay 2098-9737 Supervised Remote Relay refer to accessories list below for 4098-9791 ** White Base with connections for LED 2098-9808 Remote Alarm Indicator'--or- reference. Indicator or Unsupervised Relay 4098-9822 Unsupervised Relay **4098-9791 and 4098-9780 are .... .. ..................................................._............. ........_........ ... ......_.........................................................................................._.................... _........_...................._._.-...... .----- ._..__.....__........_..__..._ 2-Wire Sensor Supervised Relay 4098-9860 Supervised Remote Relay _.._.......___.—NOl compatible with the 2120 4098-9780** White Base with connections for LED 2098-9808 Remote Alarm Indicator or CDT Indicator or Unsupervised Relay 4098-9822 Unsupervised Relay Note:*Model numbers ending in IND are assembled in India. Refer to Application Manual 574-709 and Installation Instructions 574-707 for additional information. Table 3:TrueAlarm Sensors Model Color Description Compatibility Mounting Requirements 4098-9714�. White ........................_.._.._._................................. 4098-9714 IND Photoelectric Smoke Sensor 4098-9774 Black Bases 4098-9775,4098-9776,4098-9792, --------------- __.____..___._.___....._._.._..._--.__............_.__.........._._._._.... Refer to base requirements 4098-9733 White 4098-9789,4098-9791,and 4098-9780 ------....._._._._........_...._......._........._......__........Heat Sensor 4098-9778 Black 4098-9734 White High Temperature Heat Sensor NEMA 1 rated. Table 4:TrueAlarm Sensor/Base Accessories Model Description Compatibility. Mounting Requirements Supervised Relay,mounts remote or in base For use with 4098-9791 base Remote Mounting requires 4"octagonal 2098 9737 electrical box or 4"square box,1-1/2"minimum depth ........... .............._............_....--..._. _..--..__......._.... - ---- ----..__._.._............._....._..-....................._.. _..._............................ -._......................... 4098-9860 Supervised Relay,mounts remote or in base For use with 4098-9780 base Base Mounting requires 4"octagonal electrical box box,2-1/8"deep with 1-1/2"extension ring ......------....._............................... .. ....................... _......................._._...._......................_................._---..._..----...-...._.............--- -.-............. - --------....._................................-----..............._......_.._..--- Remote Red LED Alarm Indicator on single Bases 4098-9789,4098-9791,and 2098-9808 gang stainless steel plate 4098-9780 Single gang box,1-1/2"minimum depth 4098-9822 Unsupervised Relay,tracks base led status; Bases 4098-9789,4098-9791,and 4"octagonal box,2-1/8"deep with 1-1/2" Note:Mounts only in base electrical box 4098-9780 extension ring ....------------........................................._........p..._........................_. ...................._............._.._...._.__............._....- --- -- __........--- --... q-_.................._.....__..__......................-..-.__.. Bases 4098-9792,4098-9789, Required for surface or semi-flush 4098-9832 Adapter Plate 4098-9791,and 4098-9780 mounted 4"square box and for surface mounted 4"octagonal box NEMA 1 rated. Specifications Table 5:General Operating Specifications Specification Rating .................................................................._......_................-._.._........_.........I._................. _..._ -- --....--- --- Communications and Sensor Supervisory Power IDNet or MAPNET II communications,auto-selected,1 address per base ......... - ------------- -- ----._....._._..------ - ----._.._.._.................._..._..-----......................._...._......._.........__...._._...------ Communications Connections Screw terminals for in/out wiring,18 to 14 AWG(0.82 mm2 to 2.08 mm2) Remote LED Alarm Indicator Current 1 mA typical,no impact to alarm current -----._.._...__._........ - ---------... - ---.-._.................---..-- - ..._.....----...._.........................................------...................... - — Remote LED Alarm Indicator and Relay Connections Color coded wire leads,18 AWG(0.82 MM2) UL Tisted bperating Temperature-Range............_.__._..........................................32o-to...l-o00 F(0°_to..380..C)...... .... .._...... ..._........................ ......._....._...........------ -.._............. ............_._...._._- .......... .----._..__....-- _.. ............._-.__............. .............._._._ . _ _....................................... . ... .................._..................................._....o- ( ------..__......- --------........_........-----.........._................................._...__......................._...._..........._............. with 4098-9733 Heat Sensor 32°to 122 F 0°to 50°C) Operating Temperature with 4098-9714 ......................_..----....................------- ----- Smoke 150 to 122°F(-90 to 50°C) Range Sensor ..... - -------------- ----------------------------— — w'ith 4098-9734 Heat Sensor 32°to 150°F(0°to 66°C) - ...---------...._-...---........................._................................................................_.._ ......._....._...........- - --- --- Storage Temperature C) Range 0°F to 140°F(-18°C to 60° ----------._.._..._.. _....----._..._........_............._.........._..._.........__........................................_.................. _..------ --- Humidity Range 10 to 95%RH 4098-9714 Smoke Sensor Air Velocity Rating _04-00-0J.0-min(0-1220 m/min) ---...---------- ----- ---- ----._...................... -- - Housing Color Frost White or Black Page 5 54098-0019 Rev.25 01/2020 Page 6 johnso Controls 93SIMPIEX TrueAlarnn Analog Sensors-Photoelectric and Heat; Standard Bases and Accessories Table 6:4098-9791 Base With Supervised Remote Relay 2098-9737 Specifi.cation Rating Externally Supplied Relay Coil Voltage— u 18-32 VDC(nominal 24 V.D-Q ........................ ....... ................I.....................I.................. ................................................ .................................................................... ................................. ................................ Supervisory Current 270 pA,from 24 VDC supply Alarm Current with 2099--9737 ReI'a'y** 28 m A* from 24 VDC supply Table 7:4098-9780 Base With Supervised Remote Relay 4098-9860 Specification Rating lPower �upplled from comm- un*i*c-a-t-i-o—ns--- -..__..__..._^._.._.._-- Table 8:4098-9822 Unsupervised Relay,Requirements for Bases 4098-9789,4098-9791,and 4098-9780 Specification Rafting —---------------... ..........................--................................................................ Externally Supplied Relay Coil Voltage 18-32 VDC(nominal 24 VDC) sup'ervisory Current ................................ Supplied.. .._. .........r........._._.._..._..-f o rn communications..... ..................................................... .... ................. ....................... ................................................................ Alarm Current 13 mA from separate 24 VDC supply 0 2019 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex®product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). 54098-0019 Rev.25 01/2020 Page 7 s SimplEx Multi-Application Peripherals UL, ULC,CSFM Listed;FM ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Approved* Features Single Action NO GRIP Station 4099-9021.For applications such as California Building Code,Title 24,which requires"Controls and operating Individually addressable manual fire alarm stations with: mechanisms shall be operable with one hand and shall not require Power and data supplied via IDNet or MAPNET II addressable tight grasping,pinching or twisting of the wrist"the model 4099-9021 communications using a single wire pair station provides a more easily operated pull lever compared to standard Operation that complies with ADA requirements stations.Retrofit of existing stations is available using the 4099-9805 Visible LED indicator that flashes during communications and is on Retrofit kit. steady when the station has been activated Double Action Stations(Breakglass)require the operator to strike The NO GRIP Single Action Station and Retrofit Kit are available with the front mounted hammer to break the glass and expose the recessed a more easily operated pull lever for applications where anticipated pull lever.The pull lever then operates as a single action station. users may find the standard station lever difficult to activate Pull lever that protrudes when alarmed I TS =1M ® ' r Break-rod supplied(use is optional) ��,� Models are available with single or double action(breakglass or push) PULL DOWN + operation PULL ow I� UL listed to Standard 38 NEMA 1 rated.See Addressable Manual Station Product Selection for -more information. Fq7 Compatible with the following Simplex control panels: 4099-9004 4099-9021 NO 4099-9805 NO Model Series 4007ES,4008,4010,401 OES,4100ES,41000,4020, Single action GRIP Single action GRIP Retrofit kit 4100,and 4120 fire alarm control panels equipped with either IDNet or t!�q�� MAPNET II communications ® tJBe,r ® al:ol+ Model Series 2120 Communicating Device Transponders(CDTs) wo equipped with MAPNET II communications PULL DOWN PULL DOWN Compact construction: — KEY — Electronics module enclosure minimizes dust infiltration ONLY UOPERATED Allows mounting in standard electrical boxes Screw terminals for wiring connections I ` Tamper resistant reset key lock(keyed same as Simplex fire 4099-9005 Breakglass 4099-9006 Push With 2099-9828 alarm cabinets) Institutional Cover kit Multiple mounting options: Double Action Stations(Push Type)require that a spring loaded Surface or semi flush with standard boxes or matching Simplex boxes interference plate(marked PUSH)be pushed back to access the pull lever of the single action station. Flush mount adapter kit Station reset requires the use of a key to reset the manual station lever Adapters are available for retrofitting to commonly available existing and deactivate the alarm switch.(If the break-rod is used,it must be boxes replaced.) Station testing is performed by physical activation of the pull lever. Description Electrical testing can be also performed by unlocking the station housing The Simplex addressable manual station combines the familiar Simplex to activate the alarm switch. manual station housing with a compact communication module that is easily installed to satisfy demanding applications.Its integral individual addressable module(IAM)constantly monitors status and communicates changes to the connected control panel via ZDNet or MAPNET II communications wiring. Operation Activation of the 4099-9004 single action manual station requires a firm downward pull to activate the alarm switch.Completing the action breaks an internal plastic break-rod(visible below the pull lever,use is optional).The use of a break-rod can be a deterrent to vandalism without interfering with the minimum pull requirements needed for easy activation.The pull lever latches into the alarm position and remains extended out of the housing to provide a visible indication. 54099-0005 Rev.2 01/2020 Page a.,t�Pe g ,I�ie';flCc.ro Conten- s Gssimplex ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Specifications Refer to Installation Instructions 579-1135 for additional information. Table 1:Specifications Specificati.drr Rating . -_._..---..._..................._..._......,...__..._...._:.....__.........._......._.....:_..__...._ .._:..:..._................_._.__—..........._......:_.._._..----_'_....__........_..._.......... ---.....__......._.._._........._._............__.......:....__.......----..._1 _:._ Power and Communications ZDNet or MAPNET II communications,1 address per station __.._.....res---................ --...-----......- ---._......---......---------...................-...................._.......................-......... ..-- - -._....._...._.._.... - ---.......... ...... _._....... .._.. ----....._.........................._..._..— Address Means DIP switch,8 position Wire Connections Screw terminal for in/out wiring,for 18 to 14 awg wire(0.82 mm2 to 2.08 mm2) -------- --. _...--- - - -------._...---.. .............................-..._.... - UL Listed Temperature Range 32°to 120°F(0°to 49°C)intended for indoor operation Humidity Range Up to 93%RH at 100°F(38"F) Housing Color Red with white raised lettering --- - -------.......-......................................._.._.._......._..._...................................--._..................................-----........._.............-..._._..._.......................... ------._.......- Material ousing and pull lever are Lexan polycarbonate or equal ----....-._.._ ...-- --.._...... _.._._..-- -...... ---...._._..__...__......_.._..----..._._.__._.. -- Pull Lever Color White with red raised lettering Housing Dimensions 5"H x 3 /4'W x 1"D(127 mm x 95 mm x 25 mm) Addressable Manual Station Semi-Flush Mounting 4"Square Box Mount 4!'(102 mm)square box,2 1/8"(54 mm)minimum depth,RACO#231 or equal(supplied by others) 0 o Mount flush or with r� 1/16"(2 mm) ° maximum extension Single Gang Box Mount-�� � � 0 o rJ DO NOT RECESS 4"Square box with cover plate Single gang box,2 1/2"deep (64 mm),RACO#500 or equal I 1 (supplied by others) r ° o I FIRE ® ALARM Station side view ; I Single gang cover plate,3/4" PULL DOWN (19 mm)extension,RACO#773 ------ ---- ♦ or equal(supplied by others) Single gang box outline LED Indicator Wall surface �a5implex Semi-Flush Mount Side View Figure 1: Addressable Manual Station Semi-Flush Mounting Page 2 54099-0005 Rev.2 01/2020 �t Page 9 �` '' '°'°, :rc `` Simplex �i ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Stations Surface Mounting Preferred Mounting.For surface mounting of these addressable manual stations,the preferred electrical boxes are shown in the illustration to the right. Additional Mounting Reference.Refer to Addressable Manual Station,Additional Mounting Information for Wiremold box mounting compatibility. The illustration shows the 2975-9178 box and the 2975-9022 cast box. 2975-9178 Box 2975-9022 Cast Box 5-3/16"H x 4"W x 2-3/16"D 5"H x 3-7/8"W x 2-3/16"D (132 mm x 102 mm x 56 mm) (127 mm x 98 mm x 56 mm) (ordered separately) (ordered separately) 0 0 0 0 Knockouts located top and bottom FIRE ® ALARM PULL DOWN Access for 3/4"threaded 5„ conduit located top and bottom (127 mm) fiSimplex 1"(25.4 mm) -3/4"(95 mm)——— 4099 Series Addressable Manual Station Figure 2: 4099 Series Addressable Manual Station Page 3 S4099-0005 Rev.2 01/2020 Page 10 ,6ohCsr�n V�,�St,, c ont:rolsr' OSimplex IDNet or MAPNET II Communicating Devices Addressable Manual Stations Surface Mount Side View with Internal Detail The illustration shows the 2975-9178 box. 1-1/4" (32 mm) Simplex 2975-9178 box Field wiring (shown for reference) (shown for reference) _ Address setting under resealable label(accessible with cover open) �. ■ 2-5/8" (67 mm) Station cover hinges open for installation access Switch wiring (prewired) Application Reference Refer to NFPA 72,the National Fire Alarm and Signaling Code,and all applicable local codes for complete requirements for manual stations.The following summarizes the basic requirements. 1. Stations shall be located in the normal path of exit and distributed in the protected area such that they are unobstructed and readily accessible. 2. Mounting shall be with the operable part not less than 42 in(1.07 m)and not more than 48 in(1.22 m)above floor level. 3. At least one station shall be provided on each floor.Additional stations shall be provided to obtain a travel distance not more than 200 ft(61 m) to the nearest station from any point in the building. 4. When manual station coverage appears limited in anyway,additional stations should be installed. Page 4 S4099-0005 Rev.2 01/2020 Page 11 Jo, n1r1 Controls 10Simplex IDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Station,Additional Mounting Information For retrofit and new installations,additional compatible mounting boxes and the required adapter plates are shown in the illustration.The illustration shows the 2099-9814 surface trim for Wiremold boxes and the 2099-9813 semi-flush trim for 2 gang switch boxes. O O Wiremold ®C�D =9- receptacle box 2099-9814 Surface trim model V5744-2 for Wiremold box (supplied by 5-1/8"H x 5"W others) (130 mm x 127 mm) O O O ® O .Two gang switch box,each __._......... _ _. . 3' H x 2"W x 2-3/4"D O (76 mm x 51 mm x 70 mm) (supplied by others) Addressable PULL DOWN ° " station C C 2099-9813 Semi-flush trim for 2 gang switch box,6"H x 4-1/2"W (152 mm x 114 mm) Addressable Manual Station, Flush Mounting Information Flush mount adapter kit 2099-9819,Black 2099-9820,Beige Box must be recessed into wall —� 1"to 1-1/8"(25.4 mm to 29 mm) \_/ (203 mm) Hole cutout must be a PULL DOWN minimum of 6"H by 5"W / 6„ (152 mm by 127 mm) (152 —— mm) ° 0 z - 4-11/16"(119 mm) square box,2-1/8" (54 mm)minimum Wall depth(by others) 4-3/4"(121 mm) surface 6-3/4"(171 mm) Front View Side View The flush mount adapter kit is available in beige(2099-9820)or black(2099-9819). Page 5 54099-0005 Rev.2 01/2020 Pxlt® Page 12 �.' yo�;"SC" fr; Controls f Simplex ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Station Product Selection Table 2:Addressable Manual Station Product Selection Red Housing with white Letters and white Pull Lever Model Description Housirig Pull Lever Listings 4099-9004* _._............__._...-Single Action,English FIRE ALARM --- PULL DOWN- _._.._._:..._:_......_._._.._.....-_UL,-ULC,FM,CSFM .........._.........I........ ...................................... ..... .................................._..................._..__....-----._.._..-----.._..._..........._._......_.__....__.....__............_..__..............................__.................... * Single Action,Bilingual English and 4099 9004CB French FEU FIRE TIREZ PULL ULC 4099-9004CF* Single Action,French ALARME FEU ABAISSEZ --._............................_..._._..._._._.................._...--.._.................._........._..._..._.................... ---........................_.._............................................_.._._.._..._._.....--............................_. ...............................__..........................-... _._..........................__................................----._....._.............. 4099 9004P0* Single Action,Portuguese FOGO ALARME PUXE UL,FM __......._...... ....... -- ......Acti_............__........................--- .._.__.._..._._._.._......................................._...._..................._.... -.....................ff........._.._............................__................................ 4099-9004SP* Single Action,Spanish ALARMA FUEGO ALE _Double Action,Breakglass _._._._...__...........___.__............._............-.................. 4099-9005* operation,English g FIRE ALARM PULL DOWN UL,ULC,FM,CSFM -._..._....._........................._.__...._...---...................----.-........ .. ..........................._... ............_.............................................................__................................__._...-...._...__.........-...-----........._..._.....--- ----............_......._.....................................--........... 4099-9005PO* Double Action,Breakglass FOGO ALARME PUXE operation,Portuguese UL,FM 4099-9005SP* Double Action,Breakglass ALARMA FUEGO JALE operation,Spanish ---._._........._.......---........................_. _.._........_..._..---..._...._._... _.._...._._ —.._..__....__ ._........_...__.._.........._........ _ _..._.... ---.._...-- _....__.....-----...........-- -- 4099-9006* Double Action,Push operation, FIRE ALARM PUSH PULL DOWN UL,ULC,FM,CSFM English Double Action,Push operation, 4099-9006P0* FOGO ALARME EMPURRE PUXE Portuguese _..._........_..........__.._._. _.......----.._............_....---.............._..._..._...-- -- ....._......._.._......_._._...........-.........._......__..._....-----UL,FM 4099-9006SP* Double Action,Push operation, ALARMA FUEGO EMPUJE DALE Spanish ......... * Single Action NO GRIP operation, FIRE ALARM PULL DOWN UL,ULC,FM,CSFM English *NEMA 1 rated when used with 2975-9178 back box. Table 3:Accessories Model Description 2975 9022 Cast aluminum surface mount box,red 29 --------......................_._...e_...._.__.._...._------......---.._..._.._..— ...._._ ..........- .. _......................----........._......_._- __...__.._...._...._..---........_...-- 2975 9178 Surface mount steel box,red 2099-9813 Semi-flush trim plate for double gang switch box,red 2099-9819 Flush mount adapter kit,black _..............._....._.__....._........._......_.._.._...._._._.._..._................... ..............._..............................._................ .........__....................................... ..---._......_...._.............._......................_..__._...__....._...................._..----...................................._....._. 2099-9820 Flush mount adapter kit,beige 4099-9$05 RetrofC Kit for fieldconversionof a single action-stationto a NO GRIP station;refer to Installation Instructions 579-1007 for details -.._._._..._....--._._......--_c_e__........................_.__.._.....Ia'- ----- -- -...._....._._.__._.... --...._..................__....-------- ......_._.....__............................_...--._..._...-- .......... 2099-9803 Replacement breakglass M_§-_§804 _..........._._.__.................................._...._........_... . ------- --._...... _... ._....-----..................._................._..- --- -......--- ............_......_..............-- 2099-9804 Replacement break-rod'- __._.._.._._.._._..--................__..-..................................._.._...........-----....---------..._------..._.-....__......................._...----........................................_.....---i----..__.._...-.._.—._............. _...... -----..----...----- 2099-9828 Institutional cover kit for field installation on 4099-9004;Note:Covers LED indicator ............---............._....__._...._........_-......._._...._............------....._.................._.._................-_........................................_..-----......_..._._............._...----................. ......... --....__..._._.._-......... ....... . 2099-9814 Surface trim plate for Wiremold box V57442,red --..-._..-._._....__...._._..........--................................— ini -.................._.......__.._....-_...........................................-- --- ----.......__...... ---....................... -----------..—..__._.... 2099-9822 Replacement retaining clip for breakglass ©2019 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex@ product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). 54099-0005 Rev.2 01/2020 Page 13 1 S SimpIEX TrueAlert Multi-Candela Notification Appliances UL,ULC,CSFM Listed,-FM Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Approved;MEA(NYC) Acceptance* Features 3 Speaker/visible(SN)notification appliances with multi-tapped , speaker and multi-tapped high intensity xenon strobe with _ synchronized flash: Rugged,high impact,flame retardant thermoplastic housings are - available for wall or ceiling mount Operation is compatible with ADA requirements(refer to Wall mount installation reference) Wall mount S/V features: Housings are available in red or white with clear lens with contrasting white or red FIRE lettering Covers are available separately to convert housing color �}4 R G C Ceiling mount S/V features: Ln� Housing is white with clear lens Red FIRE lettering is printed on two sides Audible notification appliance(speaker): High quality voice and tone reproduction with taps for 1/4 W,1/2 W,1 W,or 2 W,at 25 VRMS or 70.7 VRMS F Capacitor input for connection to supervised notification appliance R circuits Speakers are wired separately from strobe wiring UL listed to Standard 1480 and ULC-5541* Compliant with NFPA 72,520 Hz Low Frequency Signal Requirements for Sleeping Areas Visible notification appliance(strobe): 24 VDC xenon strobe;intensity is selectable as 15,30,75,or 110 Figure 1: Wall and ceiling mount SNs candela with visible selection jumper secured behind strobe housing Strobes are activated from NACs selected to provide Simplex strobe Description synchronization signals or from separate strobe Synchronization Multi-Candela TrueAlert SNs with speaker and synchronized Modules that are available for Class B or Class A operation strobe Regulated circuit design ensures consistent flash output and provides Provide convenient installation to standard electrical boxes with controlled inrush current extensions.The enclosure designs are both impact and vandal resistant UL listed to Standard 1971 and ULC-5526* and provide a convenient strobe intensity selection.Since each model options for wall mounted S/Vs: can be selected for strobe intensity output,on-site model inventory is Red or white adapters to cover surface mounted electrical boxes minimized and changes encountered during construction can be easily accommodated. Red adapter for mounting to 2975-9145 boxes • Red wire guard Wall mount SN housings are a one-piece assembly(including lens)that mounts to a 4 in.square electrical box with extension(see Wall mount installation reference).The cover can be quickly removed(a tool is required)and covers are available separately for color conversion. Ceiling mount SNs also install using 4 in.electrical boxes with an extension(see Ceiling mount SN installation reference and 2905-9946 tile bridge dimensions). Strobe intensity selection During installation,a selection plug at the back of the housing determines the desired strobe intensity.An attached flag with black letters on a highly visible yellow background allows the selected intensity to be seen at the side of the strobe lens. 54906-0003 Rev. 10 3/2020 Page 14 9SiMP11Ex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Synchronized strobes Multiple strobes When multiple strobes and their reflections can be seen from one location,synchronized flashes reduce the probability of photo-sensitive reactions as well as the annoyance and possible distraction of random flashing.The multi-candela strobes of these SNs are activated by NACs that provide the Simplex synchronization format.For additional information,refer to data sheet 54905-0003. Strobe application selection Proper selection of visible notification is dependent on occupancy,location,local codes,and proper applications of:the National Fire Alarm and Signaling Code(NFPA 72),ANSI Al 17.1;the appropriate model building code:BOCA,ICBO,or SBCCI;and the application guidelines of the Americans with Disabilities Act(ADA). Product selection Table 1:Wall mount multi-candela SNs Model Housing FIRE' Listings Description Housing,dimensions with lens Color Lettering White..........__..._.._-"UL and ULCMulti-tapped Speaker with Multi-Candela Synchronized 7"1/4" in.W 5 x H.ni " "_.._...___.....___.____.. x25/8in.D 4906-9153 White Red Strobe;strobe intensity selectable as:15,30,75,or 110 or 184 mm x 127 mm x 67 mm candela Table 2:Ceiling mount multi-candela SN Model Housing Lettering Listings Description Dimensions.. color ........................._....:...._.......:...__.._:__._..,..._.._.._...._......_._._..__:..._.._.:.__...__._....._........---:.._...__......- .._..........._._......_... _ _.._......._...__..._.:............-_.----.:..._._.............. ....._._-._ 4906 9154 White _ Red FIRE' UL Multi-ta ( ) Aped Speaker with Multi- Housing=7 1/2 in.or 191 mm diameter,1/2 in.or 13 mm 4956_-_91_5T White Red(FIRE) ULC Candela Synchronized Strobe; deep 4906-9158 White Red(ALERT) UL "" strobe intensity selectable as:15,Strobe lens protrusion=2 5/8 in.or 67 mm above speaker _..___....._...._.. " 30,75,or 110 candela 4906-9159 White Blank"""""" UL housing Depth into box=2 3/4 in.or 70 mm Table 3:Wall mount SN adapters Model" Description Dimensions --"-" - - ----"-- "---- --:__.-.__._.........................__.:......._.._.._.._..._..._......_._....-:._:....:.._..........._._......-----..__.........._.__._._._... -....._...- --"-" 4905-9946 Surface mount red adapter skirt Required when mounting to surface 7 3/4 in.H x 5 3/8 in.W x 3 3/16 in.D 4905-9947 Surface mount white adapter skirt mounted electrical box,4 in.square, or 197 mm x 137 mm x 81 mm 1 1/2 in.deep with 1 1/2 in.deep depth with SN=5 7/8 in.or 149 mm extension ......................................................................................................................_............................................---"--"--....._....._.............................................._........_.............._........................._....._.--..__....._........................................ 4905-9903""""""""""""""""""" Adapter Flete,"red,"required to mount SN on 2975-9145 8 5/16 in.H x 5 3/4 in.W x 0.060 in.Thick or 211 mm x 146 mm x 1.5 mm 2975-9145 Mounting box,red,for surface or flush mount,requires adapter plate 4905-9903 7 7/8 in.H x 5 1/8 in.W x 2 3/4 in.D (this box may be available for retrofit applications) or 200 mm x 130 mm x 70 mm Table 4:Wall mount SN replacement covers Model. Descriptions Dimensions SN cover with...w__.hite............_.F_..I._RE............_lett..__....._.....__..._...._. -._..............__......._..._............................._....- --._...-— ---- -------.._ - ering 7 1/4 in.H x 5 in.W x 1 3/8 in.D or 184 mm x 127 mm 4905-9997 White SN cover with red FIRE lettering x35 mm Table 5:Synchronized flash control modules Model Description Dimensions' .....:_:........_......._......:.....----....-............._............._..__._:.._.._..........................._.._..._:_._._.........................-..............._..___................._._....:...._.....:.._....._._..-....................--.._......................_..._�_....._:..._..._...._._..._.__....._._..._.__.__....._.:.__... ""-""-......._ 4905-9914* Synchronized Flash Module,Class B operation Epoxy encapsulated with in/out 18 1 3/8 in.W x 2 7/16 in.L x 13/16 4905-9922* Synchronized Flash Module,Class A operation AWG or 0.82 mm2 wire leads,rated H or 35 mm x 62 mm x 20 mm for 2 A NAC,requires 5 mA for power Table 6:Wall mount SN wire guard Model Description Dimensions _.__................ -- ._.__.._..._..=-- .._..__.......:.._._.-._.._.._......_._.. .._._..-.:.__............._............_._.:.............:.........._.__...._:_.._.._.__ .._....:_._..._..;_.....__.._............._......_............_..._....._._.:._._.._..........__.._........................._...._._._... 4905 9998 Wire guard with mounting plate,red,compatible with surface and 8 3/8 in.H x 6 5/16 in.W x 3 1/4 in.D semi-flush boxes(UL listed by Space Age Electronics Inc.) or 213 mm x 154 mm x 79 mm Table 7:Ceiling mount tile bridge Model Description Dim ensions• . - ........._._._.........._.......c.._...._._..__._......:_._..__........—_—..._._...._...:_..__:...__."_--—"---.............— =—"--"—....—-------------------'--..........__...............------...............................-----------__-----....._...._._.--"-- ... 2905-9946 Tile Bridge See Ceiling mount SN installation reference and 2905-9946 tile bridge dimensions *Refer to data sheet 54905-0003 for additional flash control module information Page 2 54906-0003 Rev. 10 3/2020 Page 15 ssimplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable S/V specifications Table 8:Common specifications Specification Rating _ Environmental 32°F to 122°F or 0°C to 50°C;10%to 93%,non-condensing at 100°F or 38°C - ....................._.............._........._--.. _._._...—.__..._............._..-----...---... ........... . ...................---........................--..............__..._.._....._............... ..........------ ---....__....................................... .........................--............._._._......._._.------- Connections Terminal blocks for 18 AWG to 12 AWG or 0.82 mm2 to 3.31 mm2;two wires for each terminal for in/out wiring Table 9:Speaker specifications Specification lRating Input voltage 25 VRMS or 70.7 VRMS,see Note 1 below _.......... ._..........._........................_........_.........- -----.....-..- ---..................... -_............_.....-- -- ....._.....-- - Power taps 1/4 W,1/2 W,1 W,and 2 W -------..._....._....._.................... ---- -- - --._._......._...._....._..........................-._.............----......----..._........---.._._.__._.._......._._._.._- Frequency response -5k --.—._..._....-- Fire Alarm 400 Hz to 4000 Hz ---.._......._..... _. neral signaling--_._.._ _ _..t..._o....._................_..__.._._.__..._..----------......._......................._.... -- Gene125 kHz 12 kHz Wattage tap----- - - -- 1/4 W - 1/2 W 1 W 2 W Speaker output Ratings ---...--....----- -....__...._.._._.-_......._._................... - ----..._-...- ._._......._............- - ------.......................................... - @ 10 ft or 3 m(see Note UL Listed Models,Reverberant Chamber Test,per UL 1480 76 dBA 79 dBA 82 dBA 85 dBA ------......._...__...._._....................................._...- .... -._....._.. -----...._......._..._..... . . ....._....._..._..................... _.............._...-----......_................................ -— 1 below) Wall Mount Models 4906-9151 and 4906-9153,Anechoic 77 dBA 80 dBA 83 dBA 86 dBA Chamber Test,per ULC-5541 .............................._._..._................................-._.—..-----........................................ . .. ...................._...---..__...............---...__........._._........_................................................_.._.._..............................-----._..._...................................................... ................... ...._.......-- 1 6 dBA 84.3 dBA 87.1 dBA 89.7 dBA a 25 VRMS In ut 8 . __ Ceiling Mount Model 4906 9157 er P _ _ _ _ -a r- -....- ------- ULC-5541..._.............._..........---- P.__....70.7 VRMS Input.......__-80.9 dBA - 84_1-dBA_ ..... dBA..._ -90.2-dBA_ Polar Dispersion Reference(per ULC-5541 Anechoic Attenuation jAngle Chamber Testing) 3 dB +/-30°off axis 6 dB +/-55°off-axis Table 10:Strobe specifications Specification Rating Rated voltage range Regulated 24 VDC;16 VDC to 33 VDC,see Note 2 below Flash rate and synchronized NAC loading 1 Hz,with up to 35 synchronized strobes maximum for each NAC _ ......... ................_.....--- ----.._......._......... _ . .................................................. _......_._.._._ - Housing dimensions(with lens) 7 1/4 in.H x 5 in.W x 2 5/8 in.D or 184 mm x 127 mm x 67 mm ......................... -----._.._._..._.........__..._....................... .._.................._._.__.......---------..._......_._...__..._....._........... ._..........._........_..._..._....__ ....... ---- Wall Maximum RMS current rating per strobe 15 cd 30 cd 75 cd 110 cd ..-..----...__._._.........................---........__........................................_..._..__......._...........__..._....__...----._._..................----_........_-------- mount setting 60 mA 94 mA 186 mA 252 mA - -._.._......I_._.................---..._.__._......_..............----._ th -... Reference RMS currents at oer 18 VDC 53 mA 84 mA 165 mA 224 mA voltages 24 VDC 40 mA 63 mA 124 mA 168 mA Housing dimensions Speaker housing=7 1/2 in.or 191 mm diameter,1/2 in.deep or 13 mm;lens protrusion ° above speaker housing=2 5/8 in.or 67 mm;depth into box=2 3/4 in.or 70 mm _.......--.-.._ -.._..- --.........._..._..----- -._...------._._............... --- -._....----- --- ----...._.._.._.._....__._.._.._._.._..... Ceiling Maximum RMS Current rating per strobe 15 cd 30 cd 75 cd 110 cd mount setting 75 mA . . . -- Reference RMS currents at other 18 VDC 67 mA 111 mA 207 mA 281 mA voltages 24V 50 mA 83 mA 155 mA 211 mA Note: 1. Speakers are for connection to conventional fire alarm audio circuits.Anechoic speaker output ratings are typically more representative of actual installed sound output. 2. The maximum RMS strobe current listed is the device nameplate rating.Strobe designs are constant wattage and the maximum RMS current rating occurs at the lowest allowable operating voltage.(RMS is root mean square and refers to the effective value of a varying current waveform.) Page 3 54906-0003 Rev.10 3/2020 Page 16 s SimplEx Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Speaker directional characteristics reference 85 M84 v $ 83 O T 82 n CO 'p 81 v > 80 Q� J L 79 16. y 78 L a 77 1000c 0 76 CO 75 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 Angular Displacement (Degrees) on Horizontal Axis 2kHz —4kHz Figure 2: Speaker directional characteristics reference Page 4 54906-0003 Rev. 10 3/2020 Page 17 DO Simplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Ceiling mount S/V installation reference and 2905-9946 the bridge dimensions The illustration shows the mounting of a 4905-9903 Adapter plate to the 2975-9145 box. FT° 2905-9946 O1/2 in.or 13 mm Tile Bridge 4 in.or 102 mm square, 1 1/2 In. ck sheet metal ifoldn. edwith metal,folded with or 38 mm deep box with 1 1/2 in. 112 in.lip each side D O extension(by others) 3 3/4 in.or 95 mm square cutout,centered on plate I 2311/1 6 in. Wiring input terminals and or 602 m speaker tap selection are ° accessible from rear of @ speaker housing �( I 114 in.diameter or I 6 mm holes,4 places 6 11116 in. -------------------Y—————————— �170mm - i Strobe intensity . j - ---- , viewing slot I 13 3/8 in.or 340 mm r{ I Intensity selection plug, accessible only from rear of lens housing;factory setting is 15 cd ----------------------------- The surface mount adapter skirts are available in red(4905-9946)or white(4905-9947) Page 5 54906-0003 Rev. 10 3/2020 Page 18 ssimplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Wall mount installation reference ---------------------------------- ----------------------------- Mounting to 2975-9145 Box Standard Electrical Box Mounting IMPORTANT I INSTALLATION 4 in.or 102 mm square box,1 1/2 in. MOUNTING HEIGHT REFERENCE 2975-9145 Box ; i 38 mm deep,with a 4 in.square box 2975-9145 extension,1 1/2 in.deep by others box outline 4 in.square box outline ' O ' 4 in.or 102 mm i J ' i % r o I o 1 1/2 in.or 38 mm 4905-9903 - \ / J 82 in.or 2.1 m Adapter Plate O O / 1 ° r I minimum IJ ° J r J NFPA 72 requires that the i I 78 1/2 in. entire lens be not less than R � or2m J ° L L , 80 in.and not greater than O i minimum 96 in.above the finished floor. � Wiring input terminals and speaker tap selection are u accessible from rear Surface Mounting Reference Speaker assembly Showing Optional Wire Guard Strobe assembly Surface mount conduit and box shown for reference O 4 in.or 102 mm square box Intensity selection �7D I profile,1 1/2 in. or 38 mm ' '75 dee with 1 1/2 in.extension Transparent plug,accessible only P Removable cover housing and from rear of housing; is (too]required) lens assembly factory setting is 15 cd Optional 4905-9998---o— Wire 905-9998 ( Wire Guard Strobe intensity HE viewing slot Lf Ll SN �7 Surface mount adapter skirt,3 3/16 in.or 81 mm deep,required for this mounting method: 4905-9946,Red;4905-9947,White(conduit knockouts are provided on all four sides) ©2020 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex®product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). 54906-0003 Rev.10 3/2020 Page 19 Peconic Landing-Pub Dining 4100es FACP Standby Total Alarm Total Module Qty Description Current Standby Current Alarm Panel Equipment 4100-9111 1 4100 CONFIG.DOMESTIC 120V 0.3730 0.3730 0.4700 0.4700 4100-5111 1 SYSTEM POWER SUPPLY(SPS)-120VAC 60HZ 0.1750 0.1750 0.1850 0.1850 4100-3101 1 IDNET MODULE,UP TO 250 POINTS 0.0750 0.0750 0.1150 0.1150 4100-5101 1 EXPANSION PWR SUPPLY(XPS)-120VAC 60HZ 0.0500 0.0500 0.0500 0.0500 4100-1211 1 AUDIO CONTROLLER BOARD-DIGITAL 0.1200 0.1200 0.4500 0.4500 4100-6061 1 MODULAR NIC,REDUNDANT 0.0460 0.0460 0.0460 0.0460 4100-1243 1 LOCAL MICROPHONE 0.0024 0.0024 0.0060 0.0060 4100-1252 1 1 CHANNEL AUDIO OPERATOR INTERFACE 0.0000 0.0000 0.0240 0.0240 4100-1280 2 8 SWITCH,8 RED LED MODULE 0.0000 0.0000 0.0240 0.0480 4100-1215 1 ANALOG 100 WATT AMP-120VAC,70V RMS 0.0850 0.0850 3.8000 3.8000 4100-3206 1 8 RELAYS-3 AMP 0.0150 0.0150 0.1900 0.1900 4100-0110 1 MAPNET II ADDRESSABLE MODULE 0.2700 0.2700 0.2900. 0.2900 4100.0113 1 RS-232/2120 COMM W/DIAL-IN PLUG 0.1320 0.1320 0.1320 0.1320 4100-6052 1 1 EVENT REPORTING DACT 0.0300 0.0300 0.0400 0.0400 Panel Totals 1.3734 5.8460 Mapnet Addressable Devices(SLC) 4098-9714 1 74 ITRUEALARM PHOTO SMOKE SENSOR uonstantcurrent arawof.brnAstandby an m alarm per address used.Devices requiring additional current 4098-9733 1 1 ITRUEALARM HEAT SENSOR Notification Appliances Setting 4906-9151 11 SN M-C NON-ADDRESS,RED,WALL 1s 0.0000 0.0000 0.0600 0.6600 4906-9151 6 SN M-C NON-ADDRESS,RED,WALL 30 0.0000 0.0000 0.0940 0.5640 4906-9151 9 SN M-C NON-ADDRESS,RED,WALL 75 0.0000 0.0000 0.1860 1.6740 Peripheral Totals 0.0000 2.8980 "Device Address current draw included below (See Additional Current Draws): System Totals": Standby 1.3734 Alarm 6.7440 2. Backup Amplifier assumes Main Amplifier alarm current on failure. Standby Standby Alarm Alarm Battery Set#1 (Cabinet/Charger#1) Current Total Current Total Select ALL Power Supplies on this battery set: XPS-1 0.0500 0.0500 SPS-1 1.0634 3.3830 SPS-2 0.1750 1.5110 Amp-1 0.0850 3.8000 Sub Total 1.3734 8.7440 Additional Current Draws: RUI Connected Peripheral Devices 0 x 0.0035 =0.0000 x 0.0035 =0.0000 MAPNET/IDNet Device Address Communication Current 0 x 0.000000 =0.0000 x 0.000000 =0.0000 Sub Total 1.3734 8.7440 Spare addressable point capacity 0% 0 X0 =0.0000 x 0 =0.0000 Total 1.3734 8.7440 Standby Time= 24 Hrs x 1.3734 =32.9616 Standby Ah Alarm Time= 15 Min 0.25 x 8.744 =2.1860 Alarm Ah 35.1476 Additional Spare Battery Capacity= 20% + 7.0295 42.1771 Battery Discharge Factor= 20% + 8.4354 Minimum Battery Required 2081-9279 110AH(2x) 50.6125 Battery Supplied 2081-9279 110AH(2x) *System Totals represent total system current requirements.Those currents may be distributed between multiple battery sets or power supplies as shown above. 4 Johnson Controls PRODUCT DATA,SUBMITTALS ' PROJECT: PECONIC LANDING PUB DINING LOCATION: PECONIC LANDING 1500 BRECKNOCK ROAD GREENPORT, NY 11944 ELECTRICAL CONTRACTOR: JOHNSON CONTROLS FIRE PROTECTION LP 35 ARKAY DR PHONE: HAUPPAUGE, NY 11788 LIC.#12000327945 PROJECT NUMBER/ DATE PREPARED: 650274622 / 12/21/2022 BUILDING SYSTEMS SALES REPRESENTATIVE: KEVIN QUIGLEY SPECIFICATION SECTION: FIRE ALARM SYSTEM SUPPLIER: Johnson Controls Fire Protection LP Long Island District Office U.S.Corporate Sales&Marketing 35 Arkay Drive 50 Technology Drive Hauppauge, NY 11788 Westminster, MA 01441-0001 i Local: (631)404-1000 Toll Free: (800)746-7539 Fax: (631)404-1010 Long Distance: (978)731-2500 PROJECT BILL OF MATERIALS PROJECT NO. PROJECT NAME 650274622 PECONIC LANDING PUB DINING NEW PERIPHERALS Product ID. ,Qtv.Product Description Page 4098-9714 7 TrueAlarm Photoelectric Smoke Sensor 1-6 4098-9792 8 TrueAlarm Sensor Base 1-6 4098-9733 1 TrueAlarm Heat Sensor 1-6 4099-9004 2 Pull Station,IDNet,Single Action,LED 7-12 4906-9151 2 Multi-Candela SN,Non-Addr,Red,Wall Mount 13-18 MISC. Page Description I I Pape BATTERY CALCULATION 119 Page 1 Ib � sSimplex TrueAlarm Analog Sensing UL, ULC,CSFM Listed,-FM TrueAlarm Analog Sensors- Photoelectric and Heat;Standard Bases and Accessories Approved;MEA(NYC) Acceptance* Features condition is determined by comparing the sensor's present value against its average value and time. TrueAlarm analog sensing provides: Digital transmission of analog sensor values via IDNet or MAPNET II Intelligent Data Evaluation. two-wire communications Monitoring each sensor's average value provides a continuously shifting reference point.This software filtering process compensates for For use with the following Simplex products: environmental factors(dust,dirt,etc.)and component aging,providing 4007ES,4010,4010ES,4100ES,and 41000 Series control panels;and an accurate reference for evaluating new activity.With this filtering,there 4008 Series control panels with reduced feature set(refer to data is a significant reduction in the probability of false or nuisance alarms sheet 54008-0009 for details) caused by shifts in sensitivity,either up or down. 4020,4100,and 4120 Series control panels,Universal Transponders, Control Panel Selection. and 2120 TrueAlarm CDTs equipped for MAPNET II operation Peak activity per sensor is stored to assist in evaluating specific locations. Fire alarm control panel provides: The alarm set point for each TrueAlarm sensor is determined at the Peak value logging allowing accurate analysis of each sensor for host control panel,selectable as more or less sensitive as the individual individual sensitivity selection application requires. Sensitivity monitoring satisfying NFPA 72 sensitivity testing requirements;automatic individual sensor calibration check verifies -- ------ sensor integrity Automatic environmental compensation,multi-stage alarm operation, and display of sensitivity directly in percent per foot 3 Ability to display and print detailed sensor information in plain English language _ Photoelectric smoke sensors provide: • Seven levels of sensitivity from 0.2%to 3.7%(refer to additional Figure 1: 4098-9714 TrueAlarm information on page 3) Photoelectric Sensor Mounted in Base Heat sensors provide: Timed/Multi-Stage Selection. Three fixed temperature sensing thresholds:135°F,155°F and 190°F Sensor alarm set points can be programmed for timed automatic Rate-of-rise temperature sensing sensitivity selection(such as more sensitive at night,less sensitive during Utility temperature sensing day).Control panel programming can also provide multi-stage operation per sensor.For example,a 0.2%level may cause a warning to prompt Listed to UL 521 and ULC-5530 investigation while a 2.5%level may initiate an alarm. General features: Sensor Alarm and Trouble LED Indication. Operation is for ceiling or wall mounting Each sensor base's LED pulses to indicate communications with the Listed to UL 268 and ULC-5529 panel.If the control panel determines a sensor is in alarm,or is dirty NEMA 1 rated.See TrueAlarm Analog Sensing Product Selection Chart or has some other type of trouble,the details are annunciated at the for more information. control panel and that sensor base's LED will be turned on steadily. Louvered smoke sensor design enhances smoke capture by directing During a system alarm,the control panel will control the LEDs such that flow to chamber;entrance areas are minimally visible when ceiling an LED indicating a trouble will return to pulsing to help identify the mounted alarmed sensors. Designed for EMI compatibility Sensor Base Features Magnetic test feature is provided Different bases are available to support a supervised or unsupervised Base mounted address selection: output relay,and/or a remote LED alarm indicator Address remains with its programmed location Additional base reference: Accessible from front(DIP switch under sensor) For isolator bases,refer to data sheet 54098-0025 General features: For sounder bases,refer to data sheet 54098-0028 Automatic identification provides default sensitivity when substituting For photo/heat sensors,refer to data sheet 54098-0024(single sensor types address)and 54098-0033(dual address) Integral red LED for power-on(pulsing),or alarm or trouble(steady on) Locking anti-tamper design mounts on standard outlet box Description Magnetically operated functional test Digital Communication of Analog Sensing. TrueAlarm analog sensors provide an analog measurement digitally communicated to the host control panel using Simplex addressable communications.At the control panel,the data is analyzed and an average value is determined and stored.An alarm or other abnormal -These products have been approved by the California State Fire Marshal(CSFM)pursuant to Section 13144.1 of the California Health and Safety Code.See CSFM Listings 7272-0026:218, 7271-0026:231,7270-0026:216,and 7300-0026:217 for allowable values and/or conditions concerning material presented in this document.Accepted for use-City of New York Department of Buildings-MEA35-93E.Additional listings may be applicable,contact your local Simplex product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co.are the property of Tyco Fre Protection Products. 54098-0019 Rev.25 01/2020 Paget gCt li 5 fir6z v'��rtr€�is 63Simplex TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Sensor Bases 4098-9792,Standard Sensor Base 4098-9789,Sensor Base with wired connections for: • 2098-9808 Remote LED alarm indicator or 4098-9822 relay(relay is unsupervised and requires separate 24 VDC) Supervised Relay Bases(not compatible with 2120 CDT): 4098-9791,4-Wire Sensor Base,use with remote or locally mounted 2098-9737 relay,requires separate 24 VDC 4098-9780,2-Wire Sensor Base,use with remote or locally mounted 4098-9860 relay,no separate power required Supervised relay operation is programmable and can be manually operated from control panel Includes wired connections for remote LED alarm indicator or 4098-9822 relay(relay is unsupervised and requires separate 24 VDC) Sensor Base Options 2098-9737,Remote or local mount supervised relay: DPDT contacts for resistive/suppressed loads,power limited rating of 3 A @ 28 VDC;non-power limited rating of 3 A @ 120 VAC(requires external 24 VDC coil power) 4098-9860,Remote or local mount supervised relay: • SPDT dry contacts,power limited rating of 2 A @ 30 VDC,resistive;non-power limited rating of 0.5 A @ 125 VAC,resistive 0M 4098-9822,LED Annunciation Relay: • Activates when base LED is on steady,indicating local alarm or trouble DPDT contacts for resistive/suppressed loads,power limited rating of 2 A @ 28 VDC;non-power limited rating of 1/2 A @ sssvnplex 120 VAC,(requires external 24 VDC coil power) 4098-9832,Adapter plate: • Required for surface or semi-flush mounting to 4"square electrical box and for surface mounting to 4"octagonal box • Can be used for cosmetic retrofitting to existing 6-3/8"diameter base product Figure 2: Remote 2098-9808,Remote red led Alarm Indicator: red LED Alarm • Mounts on single gang box(shown in illustration) Indicator Description TrueAlarm sensor bases contain integral addressable electronics that constantly monitor the status of the detachable photoelectric or heat sensors. Each sensor's output is digitized and transmitted to the system fire alarm control panel every four seconds. Since TrueAlarm sensors use the same base,different sensor types can be easily interchanged to meet specific location requirements.This feature also allows intentional sensor substitution during building construction.When conditions are temporarily dusty,instead of covering the smoke sensors (causing them to be disabled),heat sensors may be installed without reprogramming the control panel.Although the control panel will indicate an incorrect sensor type,the heat sensor will operate at a default sensitivity providing heat detection for building protection at that location. Features Sealed against rear air flow entry Interchangeable mounting EMI/RFI shielded electronics Heat sensors: Selectable rate compensated,fixed temperature sensing with or without rate-of-rise operation Rated spacing distance between sensors: Fined Temp.Setting UL' ULC Spacing FM Spacing.'Either Fixed Temperature Setting 135°F(57.2°C) - — 60 ft x 60 ft(18.3 m) 20 ft x 20 ft(6.1 m)for fixed temperature only,RTI=Quick -- .—.........................---..................._...._..._...-...... -.........---._.._....__...._.__.._........--- –.........- 155°F(68°C) 40 ft x 40 ft(12.2 m) 50 ft x 50 ft(15.2 m)for fixed temperature with either rate-of-rise selection;RTI= Ultra Fast Note:*190°F(88°C)ratings apply only to the 4098-9734 sensor. Smoke Sensors: Photoelectric technology sensing 3601 smoke entry for optimum response Built-in insect screens Page 2 54098-0019 Rev.25 01/2020 Page 3 !r�,�� � cCsEs��x k �' :,tMIS 'Simplex TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Mounting Reference Electrical Box Requirements:(boxes are by others) Without relay in the box:4"octagonal or 4"square,1-1/2"deep; single gang,2"deep With relay in the box:4"octagonal or 4"square,1-1/2"deep, with 1-1/2"extension ring 4"(102 mm)Square Box 4"(102 mm)Octagonal Box Surface mount reference 0 (. 1-1/2"(38 mm) minimum box depth Flush mount reference,mount even with final surface,or with up to 1/4"(6.4 mm)maximum recess Supervised Relay'. Relay(mounts (mounts in base electrical box or in base electrical box) remotely) J 7RelaySize: 2-1/2"X 1-1/2"X 1"(3.75 in3)(64 mm X 38 mm X 25.4 mm) Supervised RelayZ(mounts in base electrical box or remotely;2-3/8"X 1-1/4"X 11/32" (1 in 3)(60.4 mm X 31.8 mm X 8.6 mm) s' NOTE:Review total wire count,wire size,and accessories being wired to determine required box volume. 6-3/8"(162 mm) Adapter Plate,re uired for 1/4" mounting to surface mounted boxes (6.4 mm) and 4"square flush box i. 4-7/8"(124 mm) .� (15 mm 24 mm U TrueAlarm Bases Figure 3: Mounting Reference Table 1:Product mounting-SKU reference Product Model .. ..................... .. ..__.._..........:.................._._.....__.._.._.__..._.......-....._......._..__... ........_..................... ._4098-982...._.....__...----............_.............._......._._.....__.._....:- .._._....... -- ------...._.... ----......._..---.....- --- f2elay 2 — ..—_._._..._..-- --...__.._._......_..- -- --........__.....--..__...._.._.......-......-- Supervised Relay 1. 20098-9739 2. 4098-9860 ——-..._...._..........__.-..............---.......................--._.........---......................... -- Adapter plate--_ ------ - -----�------------- — 4098-9832 -- -- ---.—....._.......---....._.. ----._..._._._..—---------------.-....---....._......-----._..._..._..._—... - TrueAlarm Bases 4098-9780,4098-9789,4098-9791,4098-9792 Page 3 54098-0019 Rev.25 01/2020 PI1 Page Le�ritra4s a Simplex TrueAlarm Analog Sensors—Photoelectric and Heat; Standard Bases and Accessories 4098-9714 Photoelectric Sensor TrueAlarm photoelectric sensors use a stable,pulsed infrared LED light source and a silicon photodiode receiver to provide consistent and accurate low power smoke sensing.Seven levels of sensitivity are available for each individual sensor,ranging from 0.2%to 3.7%per foot of smoke obscuration. Sensitivities of 0.2%,0.5%,and 1%are for special applications in clean areas.Standard sensitivities are 1.5%,2.0%,2.5%,3.0%,and 3.7%.Application type and sensitivity are selected and then monitored at the fire alarm control panel.* The sensor head design provides 360°smoke entry for optimum response to smoke from any direction.Due to its photoelectric operation,air velocity is not normally a factor,except for impact on area smoke flow. 74"(124 mm) LED status indicator 2-1/8" (54 mm) Figure 4: 4098-9714 Photoelectric Sensor with Base 4098-9733 and 4098-9734 Heat Sensors TrueAlarm heat sensors are self-restoring and provide rate compensated,fixed temperature sensing,selectable with or without rate-of-rise temperature sensing.Due to its small thermal mass,the sensor accurately and quickly measures the local temperature for analysis at the fire alarm control panel. Rate-of-rise temperature detection is selectable at the control panel for either 15°F(8.3°C)or 20°F(11.1°C)per minute.Fixed temperature sensing is independent of rate-of-rise sensing and programmable to operate at 135°F(57.2°C)or 155°F(68°Q.In a slow developing fire,the temperature may not increase rapidly enough to operate the rate-of-rise feature.However,an alarm will be initiated when the temperature reaches its rated fixed temperature setting. TrueAlarm heat sensors can be programmed as a utility device to monitor for temperature extremes in the range from 32°F to 155°F(0°C to 68°Q. This feature can provide freeze warnings or alert to HVAC system problems.Refer to specific panels for availability. -7/8"(124 mm) -_----_-7/8"(124 mm)' T _._.._................_..............._....._........--._........._.........................__.....-........._._......_........._._.. C3'*--LED status indicator T LED status indicator 2-3/8" 2-3/B" (60 mm) (60 mm) Figure 5: 4098-9733 Heat Sensor with Base Figure 6: 4098-9734 High Temperature Heat Sensor with Base WARNING:In most fires,hazardous levels of smoke and toxic gas can build up before a heat detection device would initiate an alarm.In cases where Life Safety is a factor,the use of smoke detection is highly recommended. Application Reference Sensor locations should be determined only after careful consideration of the physical layout and contents of the area to be protected.Refer to NFPA 72,the National Fire Alarm and Signaling Code.On smooth ceilings,smoke sensor spacing of 30 ft(9.1 m)may be used as a guide.* *For detailed application information including sensitivity selection,refer to Installation Instructions 574-709. TrueAlarm Analog Sensing Product Selection Chart Table 2:TrueAlarm Sensor Bases(for use with Sensors 4098-9714 and 4098-9733) SKU, Color" Description Compatibility Mounting Requirements . 4098-9792 White 4"octagonal or 4"square box, 4098-9776 Black Standard Sensor Base No options 1-1/2"min.depth;or single gang box,2"min.depth Page 4 54098-0019 Rev.25 01/2020 F'7{� Page 50 Johnsony�d,y� c,�nti rci C-33 Simplex TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Table 2:TrueAlarm Sensor Bases(for use with Sensors 4098-9714 and 4098-9733) SKU Color Description Compatibility Mounting Requirements _..................-------- ----.:._.._.—.........................- — --:-.._.:_....._......_..._.._..:,..- -"--.... 4098-9789 White 4"octagonal or 4"square box 4098-9789 Sensor Base with connections 4098-9789IND White for Remote LED Alarm Indicator 2098-9808 Remote Alarm Indicator or Note: Note:Box depth requirements depend 4098-9789IND or Unsupervised Reay 4098-9822 Unsupervised Relay _— 4098-9775 Black on total wire count and wire size, ------- .......................................---. ...-...................-....--..........---._......------...._.._............__..._._.....__..__.....---._............................................................_...._....-._.—.._......_......_ 4-Wire Sensor Supervised Relay 2098-9737 Supervised-Remote Relay refer to accessories list below for 4098-9791 ** White Base with connections for LED 2098-9808 Remote AlarmIndicatoror reference. Indicator or Unsupervised Relay 4098-9822 Unsupervised Relay **4098-9791 and 4098-9780 are -" ---- ---.._.... _..._......_...._..........._.....__... ----._.....__._._...- - -- --........---....._...._............................._............_..._...... 2-Wire Sensor Supervised Relay 4098-9860 Supervised Remote Relay NOT compatible with the 2120 4098-9780** White Base with connections for LED 2098 9808 Remote Alarm Indicator or CDT Indicator or Unsupervised Relay 4098-9822 Unsupervised Relay Note:*Model numbers ending in IND are assembled in India. Refer to Application Manual 574-709 and Installation Instructions 574-707 for additional information. Table 3:TrueAlarm Sensors Model Color Description Compatibility Mounting Requirements 4098-9714 1 _..----.._...._...._._......._.........._........White 4098-9714IND Photoelectric Smoke Sensor 4098-97741 Black Bases 4098-9775,4098-9776,4098-9792, .__.._......_...........................................4098 9789,4098 9791,and 4098 9780 Refer to base requirements 4098-9733 White .._..._..._.........................._....._.................................................._-....................... Heat Sensor 4098-9778 1 Black 4098-9734 White High Temperature Heat Sensor 'NEMA 1 rated. Table 4:TrueAlarm Sensor/Base Accessories Model Description Compatibility Mounting,Requirements 2098-9737 Supervised Relay,mounts remote or in base For use with 4098-9791 base Remote Mounting requires 4"octagonal electrical box or 4"square box,1-1/2"minimum depth ...—....---._..__..........__.._ .................................................................-._._.._... ...._._......._..........._.._......_..--- — -._..__._.._..._._....-"----................................_..._.._...._..._............... 4098-9860 Supervised Relay,mounts remote or in base For use with 4098-9780 base Base Mounting requires 4"octagonal electrical box box,2-1/8"deep with 1-1/2"extension ring 2098-9808 Remote Red LED Alarm Indicator on single Bases 4098-9789,4098-9791,and Single gang box,1-1/2"minimum depth gang stainless steel plate 4098-9780 ..----...._........_.._...._._...__...................._._..............................._._.__...,...... -- —...._...- -----..—....-----._.... -...---------------- —-"-"-._...._.......---"---....--....._........................__...-- ---- 4098-9822 Unsupervised Relay,tracks base led status; Bases 4098-9789,4098-9791,and 4"octagonal box,2-1/8"deep with 1-1/2" Note:Mounts only in base electrical box 4098-9780 extension ring ---....- ------ "---..........................----._....--....._......._.........._..---..........................——._...._ —.....-- —-._ ._......._.. "---...........---"---....... Bases 4098-9792,4098-9789, Required for surface or semi-flush 4098-9832 Adapter Plate 4098-9791,and 4098-9780 mounted 4"square box and for surface mounted 4"octagonal box 1 NEMA 1 rated. Specifications Table 5:General Operating Specifications Specification Rating Communications and Sensor Supervisory Power ZDNet or MAPNET II comm........................................................................._..............................._.._..........r b�................................................................ communications,auto-selected,1 address per base Communications Connections Screw terminals for in/out wiring,18 to 14 AWG(0.82 mm2 to 2.08 mm2) ----""-- ......----..._......_..._._..._- ---- — - -"—-"-- ---...-"-- -----"---- ---- Remote LED Alarm Indicator Current1 mA typical,no impact to alarm current ........................................-..............--- _ ...... ---..... - __..................- — Remote LED Alarm Indicator and Relay Connections Color coded wire leads,18 AWG(0.82 mm2) _.................._..._._...--._._...._.....................---------.._...._......__..._.__..._............................................. ........................................................_....-----...._........._..._..........._...----.........- ---.................... ..._..._._..._._.._....._..... -.._.._.....__... ---...............-.-........._....__._...... UL Listed Operating Temperature Range 32°to 100°F(0°to 38°C) with 4098-9733 Heat Sensor 32°to 122°F(0°to 50°C) Operating Temperature with 4098 9714 Smoke 15°to 122°F(-9°to 50°C) Range Sensor with 4098-9734 Heat Sensor_ 32°"to 150°F(0°to 66°C) -- - Storage Temperature Range 0°F to 140°F(-18°C to 60°C) - ---._.............._.._.. — Humidity Range 10 to 95%RH _.—............._..........._.. .................._._.........................._........................_...... ---._.._...._......__._.._..._...._....................._.......................__..__..........._............ ..................._._......_._..........._.............................................__....._........_...................._...... ..._....._........._..__.................... 4098-9714 Smoke Sensor Air Velocity Rating 0-4000 ft/min(0-1220 m/min) _..........._._ _ _..._............_....---— ---- — - Housing Color Frost White or Black Page 5 S4098-0019 Rev.25 01/2020 Page Johnson r�ntnds'`, ����~����Ue�� TrueA|annAna|og Sensors— Photoe|ecthcandHeat Standard Bases and Accessories Table uwoy8-97y1Base With Supervised Remote Relay zoyx*rsr Speclification Rating � Externally Supplied Relay CoIl 18-32 VDC(nominal 2:f-V5f)-_ Table 7:4oy8urooBase With Supervised Remote Relay 4myx'yxoo lPower Supplied from communications Table u:*mm+mzzUnsupervised Relay,Requirements for Bases 4onu*rxy 4098-9791.anu*098-9780 Specification Rating Externally Supplied Relay Coil Voltage 18-32 VEF(ffT�o_'m_'_in_a__I_2*4 uperviscry Current Supplied from communications Alarm Current -113 mA from separate 24 VIDC supply ` � CKzm johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex@ product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks~.the National Fire Protection Association,,..~ Page 7 s SimplEx Multi-Application Peripherals UL,ULC,CSFM Listed;FM ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Approved* Features Single Action NO GRIP Station 4099-9021.For applications such as California Building Code,Title 24,which requires"Controls and operating Individually addressable manual fire alarm stations with: mechanisms shall be operable with one hand and shall not require Power and data supplied via ZDNet or MAPNET II addressable tight grasping,pinching or twisting of the wrist"the model 4099-9021 communications using a single wire pair station provides a more easily operated pull lever compared to standard Operation that complies with ADA requirements stations.Retrofit of existing stations is available using the 4099-9805 Visible LED indicator that flashes during communications and is on Retrofit kit. steady when the station has been activated Double Action Stations(Breakglass)require the operator to strike The NO GRIP Single Action Station and Retrofit Kit are available with the front mounted hammer to break the glass and expose the recessed a more easily operated pull lever for applications where anticipated pull lever.The pull lever then operates as a single action station. users may find the standard station lever difficult to activate Pull lever that protrudes when alarmed li ® !Y�'L:�� im-a1(i)7= Break-rod supplied(use is optional) Models are available with single or double action(breakglass or push)operationUL listed to Standard 38NEMA 1 rated.See Addressable Manual Station Product Selection for more information. c�, 'I Compatible with the following Simplex control panels: 4099-9004 4099-9021 NO 4099-9805 NO Model Series 4007ES,4008,4010,401 OES,4100ES,41000,4020, Single action GRIP Single action GRIP Retrofit kit 4100,and 4120 fire alarm control panels equipped with either ZDNet or MAPNET II communications ry ® - Model Series 2120 Communicating Device Transponders(CDTs) equipped with MAPNET II communications PULL DOWN PULL DOWN Compact construction: KEY Electronics module enclosure minimizes dust infiltration '. O Allows mounting in standard electrical boxes Screw terminals for wiring connections �L'� I ` Tamper resistant reset key lock(keyed same as Simplex fire 4099-9005 Breakglass 4099-9006 Push With 2099-9828 alarm cabinets) Institutional Cover kit Multiple mounting options: Double Action Stations(Push Type)require that a spring loaded Surface or semi flush with standard boxes or matching Simplex boxes interference plate(marked PUSH)be pushed back to access the pull lever of the single action station. Flush mount adapter kit Station reset requires the use of a key to reset the manual station lever Adapters are available for retrofitting to commonly available existing and deactivate the alarm switch.(If the break-rod is used,it must be boxes replaced.) Station testing is performed by physical activation of the pull lever. Description Electrical testing can be also performed by unlocking the station housing The Simplex addressable manual station combines the familiar Simplex to activate the alarm switch. manual station housing with a compact communication module that is easily installed to satisfy demanding applications.Its integral individual addressable module(IAM)constantly monitors status and communicates changes to the connected control panel via ZDNet or MAPNET II communications wiring. Operation Activation of the 4099-9004 single action manual station requires a firm downward pull to activate the alarm switch.Completing the action breaks an internal plastic break-rod(visible below the pull lever,use is optional).The use of a break-rod can be a deterrent to vandalism without interfering with the minimum pull requirements needed for easy activation.The pull lever latches into the alarm position and remains extended out of the housing to provide a visible indication. 54099-0005 Rev.2 01/2020 Page 8 Johnson I~entrois s Simplex IDNet or MAPNET II Communicating Devices Addressable Manual Stations Specifications Refer to Installation Instructions 579-1135 for additional information. Table 1:Specifications Specification Rating Power and Communications ZDNet or MAPNET II communications,1 address per.station - _ _.-_.._.. — —— ---..............................._........................._.._...--— ...._._..--— --...._........_.. -...._..._................._....................----—...._......_....--._....._.._. Address Means DIP switch,8 position Wire Connections Screw terminal for in/out wiring,for 18 to 14 awg wire(0.82 mm2 to 2.08 mm2) ......._**_______*3__2__*.._......................._......._._....................................._.._...----.._...........or ind--------- ...-- -..__..__....._....--................. ................._...------.......... UL Listed Temperature Range to 120°F(0°to 49°C)intended for indoor operation Humidity Range Up to 93%RH at 100°F(38°F) —--- ...........---- --...--......_....- - ----._._....._......-- -.........._......... ---- - - Housing Color Red with white raised lettering ------ -- -- ....._....-----._....._.........._...._..._.__..._.—._.._......... --- — ------- ..._..---- ----- Material Housing and pull lever are Lexan polycarbonate or equal _.._..._...._........._..........._._........_...._.........._.._............_...........__................._........._...._._..e_----........_raise........_...._..ri g_._................._..----- -----........_.. —--._......_................-----.....__.._..-.......-.............._..- -..._..._...... Pull Lever Colar White with red raised lettering Housing Dimensions 5"H x 3 /4"W x 1"D(127 mm x 95 mm x 25 mm) Addressable Manual Station Semi-Flush Mounting 4"Square Box Mount 4"(102 mm)square box,2 1/8"(54 mm)minimum depth,RACO#231 or equal(supplied by others) 0 o o Mount flush or with r� 1/16"(2 mm) ° maximum extension 4"Square box Single Gang Box Mount DO NOT RECESS Single gang box,2 1/2"deep ° rJ with cover plate (64 mm),RACO#500 or equal 1 (supplied by others) r ° I FIRE . ALARM Station 7 side view ; Single gang cover plate,3/4" PULL DOWN (19 mm)extension,RACO#773 I or equal(supplied by others) _j Single gang LED Indicator box outline Wall surface Ssimplex Semi-Flush Mount Side View Figure 1: Addressable Manual Station Semi-Flush Mounting Page 2 54099-0005 Rev.2 01/2020 Page 9 C-39 Simplex ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Stations Surface Mounting Preferred Mounting.For surface mounting of these addressable manual stations,the preferred electrical boxes are shown in the illustration to the right. Additional Mounting Reference.Refer to Addressable Manual Station,Additional Mounting Information for Wiremold box mounting compatibility. The illustration shows the 2975-9178 box and the 2975-9022 cast box. 2975-9178 Box 2975-9022 Cast Box 5-3/16"H x 4"W x 2-3/16"D 5"H x 3-7/8"W x 2-3/16"D (132 mm x 102 mm x 56 mm) (127 mm x 98 mm x 56 mm) (ordered separately) (ordered separately) 0 0 0 0 Knockouts located top and bottom FIRE ® ALARM 0 0 PULL DOWN ,r Access for 3/4"threaded 5. • conduit located top and bottom (127 mm) ('Simplex 4- 1"(25.4 mm) I. -3-3/4"(95 mm) � 4099 Series Addressable Manual Station Figure 2: 4099 Series Addressable Manual Station Page 3 S4099-0005 Rev.2 01/2020 Page 10 ; hnson Con�rols f3Simplex IDNet or MAPNET II Communicating Devices Addressable Manual Stations Surface Mount Side View with Internal Detail The illustration shows the 2975-9178 box. 1-1/4" (32 mm) Simplex 2975-9178 box Field wiring (shown for reference) (shown for reference) Address setting under resealable label(accessible with cover open) �. ■ 2-5/8" (67 mm) Station cover hinges open for CL installation access Switch wiring (prewired) Application Reference Refer to NFPA 72,the National Fire Alarm and Signaling Code,and all applicable local codes for complete requirements for manual stations.The following summarizes the basic requirements. 1. Stations shall be located in the normal path of exit and distributed in the protected area such that they are unobstructed and readily accessible. 2. Mounting shall be with the operable part not less than 42 in(1.07 m)and not more than 48 in(1.22 m)above floor level. 3. At least one station shall be provided on each floor.Additional stations shall be provided to obtain a travel distance not more than 200 ft(61 m) to the nearest station from any point in the building. 4. When manual station coverage appears limited in anyway,additional stations should be installed. Page 4 54099-0005 Rev.2 01/2020 �4, " '.€ Page 11 +,t;'fG �-O it"Gi, s Simplex IDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Station,Additional Mounting Information For retrofit and new installations,additional compatible mounting boxes and the required adapter plates are shown in the illustration.The illustration shows the 2099-9814 surface trim for Wiremold boxes and the 2099-9813 semi-flush trim for 2 gang switch boxes. O O Wiremold ('� CJD�' receptacle box 2099-9814 Surface trim model V5744-2 for Wiremold box (supplied by 5-1/8"H x 5"W others) (130 mm x 127 mm) O O Two gang switch box,each 3"H x 2"W x 2-3/4"D ] ® (76 mm x 51 mm x 70 mm) (supplied by others) Addressable station _....._ U U 2099-9813 Semi-flush trim for 2 gang O 9 o switch box,6"H x 4-1/2"W (152 mm x 114 mm) Addressable Manual Station, Flush Mounting Information Flush mount adapter kit 2099-91119,Black 2099-9820,Beige Box must be recessed into wall mm to 29 mm) 8" \_/ (203 mm) Hole cutout must be a 7 6" PULL DOWN minimum of 6"H by 5"W (152 (152 mm by 127 mm) ) mm) o O 4-11116"(119 mm) square box,2-118" (54 mm)minimum Wall depth(by others) 4-314"021 mm) surface 6-314"(171 mm) Front View Side View The flush mount adapter kit is available in beige(2099-9820)or black(2099-9819). Page 5 54099-0005 Rev.2 01/2020 Page 12 '¢4^`�� r9Simplex IDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Station Product Selection Table 2:Addressable Manual Station Product Selection Red Housing with White Letters and White Pull Lever Model Description Housing. Pull Lever Listings .... ._ _ __. . --._._._._._. . ._.._...........-- -...._._...._....... __._......:.._..--...._........._.—_._.._... -._....._.. 4099-9004*- Single Action,English FIRE ALARM PULL DOWN UL,ULC,FM,CSFM -----....----- --.._._.....__................................... ........................................... --....._......_..._.....----.........__........_........_.. _.........__............._._._....................._...... ._... -- 4099-9004CB* French Action,Bilingual English and FEU FIRE TIREZ PULL ULC ---._._.._....---._...._—...---.......---................._...-------- -..._........_...._...-....._.................._.......... ..... 4099-9004CF* Single Action,French ALARME FEU ABAISSEZ _........................_............_._................__._................................_.._..........................................._....................................................................__............................................................................__E-......._......................................._......................................................................... ....... ...... ...... ... ............._.... ....... 4099-9004P0* Single Action,Portuguese FOGO ALARME PUXE UL,FM _.._....._..---.. _.__. ..--.... - -- - Action,Sp _.._._.._.._._............................... ---...__._..._.._...._...- ---.._...._......----- _..__.... ---- ._............ _..._ 4099 9004SP* Single Action,Spanish ALARMA FUEGO ALE 4099-9005* Double Action,Breakglass FIRE ALARM PULL DOWN UL,ULC,FM,CSFM operation,English ....._....._.............._.._.._.._...._..__._............................_........._...._..............:--..._..................................._..........................._.._.. .--.................................................. ......................-......-....-..................._.......................................................... .._.............._.................................................................._......... 4099-9005PO* Double Action,Breakglass FOGO ALARM PUXE operation,Portuguese 4099-9005SP* Double Action,Breakglass ALARMA FUEGO JALE operation,Spanish _._.._ _._..........--._............_._.._....._.._.._.....................-....................................... ._....---. --...........-------.—._._..._..._.__._......................._........__...._...._..._..._..- ----._........_.....__............_......--._......._........._...............----.._.... 4099-9006* Double Action,Push operation, FIRE ALARM PUSH PULL DOWN UL,ULC,FM,CSFM English _ Double Action,Push operation, 4099-9006P0* FOGO ALARM EMPURRE PUXE Portuguese 4099-9006SP* Double Action,Push operation, ALARMA FUEGO EMPUJE JALE Spanish 4099-9021 * Single Action NO GRIP operation, FIRE ALARM PULL DOWN UL,ULC,FM,CSFM English *NEMA 1 rated when used with 2975-9178 back box. Table 3:Accessories Model Description ' 2975 9022 Cast aluminum surface mount box,red —..._......._.._...---..._..........__..................._._.._..------...._.........-------.._....._......__.....................-------- -.—....... .... ..... .....-- --- ..... .......-...--- - ------..... ...-............ 2975-9178 Surface mount steel box,red - .._..............._....__......_........ .-----._..._...........---._...-- ----.._.._—............................. --.....................---- ---- --- 2099-9813 Semi-flush trim plate for double gang switch box,red _...........................__..__.._...._..-- ou- --._._...._........._._...._.__..._....._....- --------- -............................................ --....__....__.._.................... 2099-9819 Flush mount adapter kit,black 2099-9820 Flush mount adapter kit,beige _ - - -- -----r f......_.....c_._.... .... - -.. .._..----- -----....................................................t"-----..........._._.__.._...Ila'...................----._..._..._..*---5----.*---....................._._._................. 4099 9805 Retrofit Kit for field conversion of a single action station to..NO GRIP station;refer to Installation Instructions 79 1007 for details 2099-9803 Replacement breakglass 20994804 Replacement break-rod _...._..........................._..._..._...f---..__...._........._...._..._........__.._..........__._._......................fio-................._...........................4',"........_.__.._.—....._.._.........._._.__............................................................................._..._......._............_...._.........................._..................... ..........._..._.._._._..._.._ 2099-9828 Institutional cover kit for feld installation on 4099-9004;Note:Covers LED indicator -.............W-i-------..._...---------.....................-...... .._.__................_._.--......_...-...._.._.......-----...._......_....__......._...__...._......... _. _........._.—...__..—...._.._. 2099 9814 Surface trim plate for Wiremold box V57442,red 2099-9822 Replacement retaining clip for breakglass ©2019 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex®product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). 54099-0005 Rev.2 01/2020 Page 13 S Simplex TrueAlert Multi-Candela Notification Appliances UL, ULC,CSFM Listed,-FM Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Approved;MEA(NYC) Acceptance* Features Speaker/visible(SN)notification appliances with multi-tapped s: sssww�x speaker and multi-tapped high intensity xenon strobe with synchronized flash: _ Rugged,high impact,flame retardant thermoplastic housings are - - available for wall or ceiling mount Operation is compatible with ADA requirements(refer to Wall mount installation reference) Wall mount S/V features: Housings are available in red or white with clear lens with contrasting white or red FIRE lettering Covers are available separately to convert housing color V o F I R Ceiling mount S/V features: Housing is white with clear lens Red FIRE lettering is printed on two sides Audible notification appliance(speaker): High quality voice and tone reproduction with taps for 1/4 W,1/2 W,1 W,or 2 W,at 25 VRMS or 70.7 VRMS f; Capacitor input for connection to supervised notification appliance R circuits F • Speakers are wired separately from strobe wiring \ UL listed to Standard 1480 and ULC-5541* \ Compliant with NFPA 72,520 Hz Low Frequency Signal Requirements for Sleeping Areas Visible notification appliance(strobe): 24 VDC xenon strobe;intensity is selectable as 15,30,75,or 110 Figure 1: Wall and ceiling mount SNs candela with visible selection jumper secured behind strobe housing Strobes are activated from NACs selected to provide Simplex strobe Description synchronization signals or from separate strobe Synchronization Multi-Candela TrueAlert SNs with speaker and synchronized Modules that are available for Class B or Class A operation strobe Regulated circuit design ensures consistent flash output and provides Provide convenient installation to standard electrical boxes with controlled inrush current extensions.The enclosure designs are both impact and vandal resistant UL listed to Standard 1971 and ULC-S526* and provide a convenient strobe intensity selection.Since each model Options for wall mounted SNs: can be selected for strobe intensity output,on-site model inventory is Red or white adapters to cover surface mounted electrical boxes minimized and changes encountered during construction can be easily accommodated. Red adapter for mounting to 2975-9145 boxes Red wire guard Wall mount SN housings are a one-piece assembly(including lens)that mounts to a 4 in.square electrical box with extension(see Wall mount installation reference).The cover can be quickly removed(a tool is required)and covers are available separately for color conversion. Ceiling mount SNs also install using 4 in.electrical boxes with an extension(see Ceiling mount SN installation reference and 2905-9946 tile bridge dimensions). Strobe intensity selection During installation,a selection plug at the back of the housing determines the desired strobe intensity.An attached flag with black letters on a highly visible yellow background allows the selected intensity to be seen at the side of the strobe lens. 54906-0003 Rev. 10 3/2020 Page 14 3Simplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Synchronized strobes Multiple strobes When multiple strobes and their reflections can be seen from one location,synchronized flashes reduce the probability of photo-sensitive reactions as well as the annoyance and possible distraction of random flashing.The multi-candela strobes of these SNs are activated by NACs that provide the Simplex synchronization format.For additional information,refer to data sheet 54905-0003. Strobe application selection Proper selection of visible notification is dependent on occupancy,location,local codes,and proper applications of:the National Fire Alarm and Signaling Code(NFPA 72),ANSI Al 17.1;the appropriate model building code:BOCA,ICBG,or SBCCI;and the application guidelines of the Americans with Disabilities Act(ADA). Product selection Table 1:Wall mount multi-candela SNs Model Housing FIRE Listings Description Housing.dimensions:With lens Color Lettering 4906-91 1 5 .. ...._._.._......._....__. ........................................ _.... ......................... ...._._._ _ _._..................__.._...-................ .:..............RedWhite ULandULCMulti-tapped Speaker with Multi-Candela Synchronized 7 1/4in..Hx 5 in.W x 2 5./._8 in.D 4906-9153 White Rede Strobe;strobe intensity selectable as:15,30,75,or 110 or 184 mm x 127 mm x 67 mm candela Table 2:Ceiling mount multi-candela SN Model Housing Lettering Listings Description, Dimensions color ._..__..__.._._....... : . : ..._---:......................_...._..................._........_......_.._._..._.:_...__.....__.._-...__._._...._ .........__...._..................................__... u_t._t�ped...:_..._...._. U ... apSpeaker with Multi- Housing=7 1/2 in.or 191 mm diameter,1/2 in.or 13 mm 4906-9157 White Red(FIRE) ULC Candela Synchronized Strobe; deep 4906-9158 White Red(ALERT) UL strobe intensity selectable as:15,Strobe lens protrusion=2 5/8 in.or 67 mm above speaker _..._..._........_._ 30,75,or 110 candela 4906-9159 White Blank UL housing Depth into box=2 3/4 in.or 70 mm Table 3:Wall mount SN adapters Model Description Dimensions 4905-9946 Surface mount red adapter skirt Required when mounting to surface 7 3/4 in.H x 5 3/8 in.W x 3 3/16 in.D 4905-9947 Surface mount white adapter skirt mounted electrical box,4 in.square, or 197 mm x 137 mm x 81 mm 1 1/2 in.deep with 1 1/2 in.deep depth with SN=5 7/8 in.or 149 mm extension _..........._._.....-----._...................-- ......_.._.......-- ......... - ----..._..._................_..... --..............................._..--........_.._....--...........................--.._......._.................................... __.._.................... ..................... - 4905 9903 Adapter Plate,red,required to mount SN on 2975-9145 8 5/16 in.H x 5 3/4 in.W x 0.060 in.Thick or 211 mm x 146 mm x 1.5 mm _.__._..__............_...—._..-......................._.......................-" -- --...__.._..._........_..---........................................ ..-..............._........ ---- ---...... - -- --- 2975-9145 Mounting box,red,for surface or flush mount,requires adapter plate 4905-9903 7 7/8 in.H x 5 1/8 in.W x 2 3/4 in.D (this box may be available for retrofit applications) or 200 mm x 130 mm x 70 mm Table 4:Wall mount SN replacement covers Model Descriptions Dimensions ......--- 9.6 -......__._._.........._.._..- ---...__.--rwith ----._..�--- g --- --.....__..--------...-...._...._...........---...---..._....--....__.._...----------------== 4905-9996 Red SN cover with white FIRE letterin 7 1/4 in.H x 5 in.W x 1 3/8 in.D or 184 mm x 127 mm 4905-9997 White SN cover withered FIRE lettering x 35 mm Table 5:Synchronized flash control modules Model Description Dimensions .._......._.: _ ._...*_......_:............._:........:..._:_=..:..................._..._......._...........:..__....._....._.._......._.:......................::..........._._.._.....:..................._....._..._._._.._....._...........................__..-...............-:......_..................._........._-....._.___........._....------._.._....---...............----=--- 4905-9914 Synchronized Flash Module,Class B operation Epoxy encapsulated with in/out 18 1 3/8 in.W x 2 7/16 in.L x 13/16 in. 4905-9922* Synchronized Flash Module,Class A operation AWG or 0.82 mmz wire leads,rated H or 35 mm x 62 mm x 20 mm for 2 A NAC,requires 5 mA for power Table 6:Wall mount SN wire guard ModelDescription Dimensions 4905 9998 Wire guard with mounting plate,red,compatible with surface and 8 3/8 in.H x 6 5/16 in.W x 3 1/4 in.D semi-flush boxes(UL listed by Space Age Electronics Inc.) or 213 mm x 154 mm x 79 mm Table 7:Ceiling mount tile bridge Model IDescription Dimensions -- ---- ---- --._i.._:.._._._._........__.._......._._...._...._.._.........:_........_............._._.._._.___._._:._.-__.._.... - ..... _._........_. -...-._ -_- _.-._._.- 2905 9946 Tile Bridge See Ceiling mount SN installation reference and 2905-9946 tile bridge dimensions *Refer to data sheet S4905-0003 for additional Flash control module information Page 2 54906-0003 Rev. 10 3/2020 Page 15 Is simplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable S/V specifications Table 8:Common specifications Specification IRating Environmental 32°F to 122°F or 0°C to 50°C; 10%to 93%,non-condensing at 100°F or 38°C ---............... ........................... .........................--- -.._.........__......._................................. . . ...................................._._..__..................... ................. - - --...._._......... ............ ... Connections Terminal blocks for 18 AWG to 12 AWG or 0.82 mm2 to 3.31 mm2;two wires for each terminal for in/out wiring Table 9:Speaker specifications Specification Rating Input voltage 25 VRMS or 70.7 VRMS,see Note 1 below ........ ......._._......._.-..--- ..._.._.._..._....-- .....-.. ----- Power taps --- ----- 1/4 W,1/2 W,1 W,and 2 W Frequency response Fire Alarm 400 Hz to 4000 Hz General signaling 125 kHz to 12 kHz ---..._----------.._.. ------ ---._._..__..... -----._._....- ---- - - -......- - Wattage tap 1/4 W 1/2 W 1 W 2 W Speaker output Ratings ---._._._._.._._. .._._.__..... ..... . ._......................__.._...------._.._...._..._....------- --........................._.........__......_...._.........__......- ---.._.._...._..._..._...............__....... UL Listed Models,Reverberant Chamber Test,per UL 1480 76 dBA 79 dBA 82 dBA 85 dBA @ 10 ft or 3 m(see Note ....... ............................ .......... ......_...._........_..._..--- .._......._.............._....__............................._.......... ..............._......._..-....._.._..---.._........_.........................__.._..._._...... ................_......_..._....._........._....---......._ 1 below) Wall Mount Models 4906-9151 and 4906-9153,Anechoic 77 dBA 80 dBA 83 dBA 86 dBA Chamber Test,per ULC-5541 _.................................................._................................................................................._....................................................._....._......... _.._..._.__...................................._..........................................................................._.........__....... __._..._....._...._............._......... _............_................. Ceiling Mount Model 4906 9157,per 25 VRMS Input 81.6 dBA 84.3 dBA 87.1 dBA 89.7 dBA ......._....._........---.._._.........................._.........._._._._.._..........._................ ................................... .. ............__....._..--- ---------.......... _. ULC-5541 70.7 VRMS Input 80.9 dBA 84.1 dBA 87.3 dBA 90.2 dBA -' n--'- *._ . ....__.........__...........__.._._..._..._........._....._.._..._............_..__................._......................... ........__..........._............................ -- ._..._.........._.......................... ...... .......---...._-...... Polar Dispersion Referece(per ULC 5541 Anechoic Attenuation Angle Attenuation Angle Chamber Testing) -3 dB +/-30°off-axis -6-dB,- +/-55°off-axis Table 10:Strobe specifications Specification Rating Rated voltage range Regulated 24 VDC;16 VDC to 33 VDC,see Note 2 below --._.._.._.._...._......_......- - ------- -----.............._.......- .._.-..---- ................ .....-.......................--_._...--........_._...................................... _.....-..._.-.__. Flash rate and synchronized NAC loading 1 Hz;with up to 35 synchronized strobes maximum for each NAC .._..._........-......._ ...._..................................................................._..............-.......- ............................_......---....--------------....---....._...--- - ....---.._.._....-_...._......................._....... Housing dimensions(with lens) 7 1/4 in.H x 5 in.W x 2 5/8 in.D or 184 mm x 127 mm x 67 mm - - -.... ._...._...._........_........._......................__..........................._....._....._ ...................... .................................................................................__...-.-..........__..............._....----...__..._._....----..._._._.........__. Wall Maximum RMS current rating per strobe 15 cd 30 cd 75 cd 110 cd _......... ....._..._....... ..........._.......................................__............._..._....- -.._.........-----......._........------ ------ mount setting 60 mA 94 mA 186 mA 252 mA _......._...... -.._.__.._._..._...---- --- ._..................... ...._._.._.._-------._...----..._..... _......................----._............_...._._._._._..._._........--_._..........................._......._..................................._........-................----._..............._ Reference RMS currents at other�18 VDC 53 mA 84 mA 165 mA 224 mA ..........._.............._...._...................._......................................................I...............- ---------- ---- - - voltages 24 VDC 40 mA - --- 63 mA -_ - 124 mA ----_............1.68 mA - - Housing dimensions Speaker housing=7 1/2 in.or 191 mm diameter,1/2 in.deep or 13 mm;lens protrusion above speaker housing=2 5/8 in.or 67 mm;depth into box=2 3/4 in.or 70 mm CeilingMaximum RMS Current rating per strobe 15 cd 30 cd 75 cd 110 cd mount setting 75 mA 125 mA 233 mA 316 mA Reference RMS currents at other 18 VDC 67 mA 111 mA 207 mA 281 mA voltages 24 VDC 50 mA 83 mA 155 mA 211 mA Note: 1. Speakers are for connection to conventional fire alarm audio circuits.Anechoic speaker output ratings are typically more representative of actual installed sound output. 2. The maximum RMS strobe current listed is the device nameplate rating.Strobe designs are constant wattage and the maximum RMS current rating occurs at the lowest allowable operating voltage.(RMS is root mean square and refers to the effective value of a varying current waveform.) Page 3 S4906-0003 Rev. 10 3/2020 Page 16 9 Simplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Speaker directional characteristics reference 85 M84 $ 83 000O r Ca 82 81 or > 80 a) J 79 y 78 L CL 77 Or 0 76 N 75 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 Angular Displacement (Degrees) on Horizontal Axis 2kHz -4kHz Figure 2: Speaker directional characteristics reference Page 4 54906-0003 Rev. 10 3/2020 Page 17 OSimplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Ceiling mount S/V installation reference and 2905-9946 the bridge dimensions The illustration shows the mounting of a 4905-9903 Adapter plate to the 2975-9145 box. O ��° 2905-9946 O O O 1/2 in.or 13 mm Tile Bridge O (� 4 in.or 102 mm square, 1 1/2 in. ithick sheet metal folded \.Y metal,folded with or 38 mm deep box with 1 1/2 in. 1/2 in.lip each side O 0 extension(by others) 3 3/4 in.or 95 mm square cutout,centered on plate I 23 11/16 in. Wiring input terminals and or 602 mm speaker tap selection are accessible from rear of speaker housing I 1/4 in.diameter or I 6 mm holes,4 places 6 11/16 in. ------------------- —————————— 170 r,i Strobe intensity ° ---- viewing slot t 13 3/8 in.or 340 mm ►{ Intensity selection plug, t I accessible only from rear of lens housing;factory setting is 15 cd ----------------------------- The surface mount adapter skirts are available in red(4905-9946)or white(4905-9947) Page 5 54906-0003 Rev. 10 3/2020 Page 18 GSIMPIEX Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Wall mount installation reference ---------------------------------- , --------------:--------------- Mounting to 2975-9145 Box Standard Electrical Box Mounting IMPORTANT I INSTALLATION 4 in.or 102 mm square box,1 1/2 in. MOUNTING HEIGHT REFERENCE 2975-9145 Box ; i 38 mm deep,with a 4 in.square box 2975-9145 i ; ; extension,1 1/2 in.deep by others box outline 4 in.square box outline i ® r _ i O i 4 in.or 102 mm ................ r O r 4905-9903 OO J / \ / 62 in.or 2.1 m 1 1/2 in.or 38 mm Adapter Plate I 1 ° I minimum rJ �I J r J NFPA 72 requires that the 77821/2 in. entire lens be not less than p L 80 in.and not greater than O R minimum 96 in.above the finished floor. � Wiring input terminals and speaker tap selection are accessible from rear Surface Mounting Reference Speaker assembly EL Showing Optional Wire Guard Strobe assembly Surface mount conduit and box shown for reference O 4 in.or 102 mm square box Intensity selectionZ profile,1 1/2 in. or 38mm 4Transparent plug,accessible only deep with 1 1/2 in.extension Removable cover housing and from rear of housing; (tool required) lens assembly factory setting is 15 cd Optional 4905-9998 --�--- Wire Guard Strobe intensity n viewing slot �] SN ; Surface mount adapter skirt,3 3/16 In.or 81 mm deep,required for this mounting method: 4905-9946,Red;4905-9947,White(conduit knockouts are provided on all four sides) ©2020johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex®product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). 54906-0003 Rev.10 3/2020 Page 19 Peconic Landing-Pub Dining 4100es FACP Standby Total Alarm Total Module Qty Description Current Standby Current Alarm Panel Equipment 4100-9111 1 4100 CONFIG.DOMESTIC 120V 0.3730 0.3730 0.4700 0.4700 4100-5111 1 SYSTEM POWER SUPPLY(SPS)-120VAC 60HZ 0.1750 0.1750 0.1850 0.1850 4100-3101 1 IDNET MODULE,UP TO 250 POINTS 0.0750 0.0750 0.1150 0.1150 4100.5101 1 EXPANSION PWR SUPPLY(XPS)-120VAC 60HZ 0.0500 0.0500 0.0500 0.0500 4100-1211 1 AUDIO CONTROLLER BOARD-DIGITAL 0.1200 0.1200 0.4500 0.4500 4100-6061 1 MODULAR NIC,REDUNDANT 0.0460 0.0460 0.0460 0.0460 4100-1243 1 LOCAL MICROPHONE 0.0024 0.0024 0.0060 0.0060 4100-1252 1 1 CHANNEL AUDIO OPERATOR INTERFACE 0.0000 0.0000 0.0240 0.0240 4100-1280 2 8 SWITCH,8 RED LED MODULE 0.0000 0.0000 0.0240 0.0480 4100-1215 1 ANALOG 100 WATT AMP-120VAC,70V RMS 0.0850 0.0850 3.8000 3.8000 4100-3206 1 8 RELAYS-3 AMP 0.0150 0.0150 0.1900 0.1900 4100-0110 1 IMAPNET II ADDRESSABLE MODULE 0.2700 0.2700 0.2900 0.2900 4100-0113 1 RS-232/2120 COMM W/DIAL-IN PLUG 0.1320 0.1320 0.1320 0.1320 4100-6052 1 1 EVENT REPORTING DACT 0.0300 0.0300 0.0400 0.0400 Panel Totals 1.3734 5.8460 Mapnet Addressable Devices(SLC) 4098-9714 74 TRUEALARM PHOTO SMOKE SENSOR ons an curren raw i m s an y an m a arm per address used.Devices requiring additional current 4098-9733 1 1 ITRUFALARM HEAT SENSOR Are,gnrmintwi for In the section Imbelpri"Mi_qr.P_IIRnPnmq Notification Appliances Setting 4906-9151 11 SN M-C NON-ADDRESS,RED,WALL 151 0.0000 0.0000 0.0600 0.6600 4906-9151 6 SN M-C NON-ADDRESS,RED,WALL 30 0.0000 0.0000 0.0940 0.5640 4906-9151 9 SN M-C NON-ADDRESS,RED,WALL 751 0.0000 0.0000 0.1860 1.6740 Peripheral Totals 0.0000 2.8980 *Device Address current draw included below.(See Additional Current Draws): System Totals*: Standby 1.3734 Alarm 8.7440 2. Backup Amplifier assumes Main Amplifier alarm current on failure. Standby Standby Alarm Alarm BatterySet#1 (Cabinet/Charger#1) Current Total Current Total Select ALL Power Supplies on this battery set: XPS-1 0.0500 0.0500 SPS-1 1.0634 3.3830 SPS-2 0.1750 1.5110 Amp-1 0.0850 3.8000 Sub Total 1.3734 8.7440 Additional Current Draws: RUI Connected Peripheral Devices 0 x 0.0035 =0.0000 x 0.0035 =0.0000 MAPNET/IDNet Device Address Communication Current 0 x 0.000000 =0.0000 x 0.000000 =0.0000 Sub Total 1.3734 8.7440 Spare addressable point capacity 0% 0 x 0 =0.0000 x 0 =0.0000 Total 1.3734 8.7440 Standby Time= 24 Hrs x 1.3734 =32.9616 Standby Ah Alarm Time= 15 Min 0.25 x 8.744 =2.1860 Alarm Ah 35.1476 Additional Spare Battery Capacity= 20% + 7.0295 42.1771 Battery Discharge Factor= 20% + 8.4354 Minimum Battery Required 2081.9279 110AH(2x) 50.6125 Battery Supplied 2081-9279 110AH(2x) *System Totals represent total system current requirements.Those currents may be distributed between multiple battery sets or power supplies as shown above. Bulletin 074 October 2022 p F1 FR56 Series Quick Response Sprinklers Relmlabi K-factor 5.6(80) Features • Standard coverage quick-response sprinklers • Upright, pendent,horizontal sidewall, and vertical sidewall deflectors • Low profile, compact design • Available in a wide variety of finishes PrOCIUCt Description Model F1 FR56 Pendent Model F1 FR56 Upright Reliable Model F1 FR56 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3.0 mm glass bulb thermal element. Pendent and horizontal sidewall sprinklers may be installed exposed or surface mounted using escutcheons such as they Reliable Models B, C, or HB(reference Technical Bulletin 204). ' When installed recessed or concealed,the Model F1 FR56 series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons and cover plates. Refer to the Model F1 FR56 Vertical Sidewall Model F1 FR56 technical information on the following pages for specific listings Horizontal Sidewall for recessed and concealed installations and refer to Figures 5 and 6 for dimensional information. Note:Not all versions of the product are shown. When fitted with an approved water shield,these sprinklers may considered intermediate sprinklers for use in racks,below grated walkways, and other areas where intermediate level sprinklers are required. Note:This bulletin may contain information on New and Legacy Table A provides a summary of the approvals and availability of sprinklers that reflects a dimensional change only.Sprinkler Iden- specific Model F1 FR series sprinkler configurations.Additional technical information for each sprinkler model is provided on the approval are not otherwise affected.Sprinklers with New frames will include the suffix otherwise in the order. following pages. F1 FR Series S rinklers Summary Sprinkler K-Factor gpm/psi"1zMax.Working Pressure Sprinkler Model (Ipm/bar'2) Orientation Listings'&Approvals psi(bar) Identification Number(SIN) Upright cULus,FM,LPCB,VdS, 175(12) RA1425 Intermediate Upright EC,WM 250(17)(cULus only) Pendent cULus,FM,LPCB,VdS, 175(12) RA1414 EC,WM 250(17)(cULus only) Fl FR56 5.6(80) Concealed Pendent cULus,VdS,EC,WM 175(12) RA1414 250(17)(cULus only) Horizontal Sidewall cULus,FM 175(12) RA1435 250(17)(cULus only) Vertical Sidewall cULus,FM,LPCB 175(12) RA1485 www.reliablesprinkler.com Model Technical Specifications Guards&Shields(New Frames) Style:Upright, Intermediate Upright Factory Water Shield(cULus,FM). Threads:1/2"NPT or ISO 7-R1/2 F-1 Guard(cULus,FM) Nominal K-Factor:5.6(80 metric) F-3 Guard with Shield(cULus,FM) Max.Working Pressure: 175 psi(12 bar) Guards and Shields(Legacy Frames) 250 psi(17 bar)(cULus only) Factory Water Shield C-1 Guard(FM) `. Material Specifications C-3 Guard with Shield(cULus, FM) Thermal Sensor:3 mm Glass Bulb D-1 Guard(cULus) Sprinkler Frame:Brass Alloy D-3 Guard with Shield(cULus) Cap:Bronze Alloy Sealing Washer:Nickel with PTFE Sprinkler Wrench Load Screw:Copper Alloy Model W2 Deflector:Brass Alloy Model J(New frame with guard installed) Model JD(Legacy frame with guard Sprinkler Finishes installed) (See Table B) Listings and Approvals Sensitivity cULus Listed Quick response FM Approved LPCB Temperature Ratings VdS 135°F(57°C) EC 155°F(68°C) WM 175°F(79°C) 200-F(93-C) 286°F(141°C) Model F1 FR56 Upright Sprinkler Components and Dimensions 31/4"[83mm] Load Screw — 13/8"[33mm] Deflector 41 Glass Bulb (3 mm) F1FR HALF UPR_INT Wrench Flat 2 1/4"[58mm] A CO RAO Threads Cap/Seal Assembly Shown with Optional Factory Installed Water Shield (Intermediate Upright) Bulletin 074 Re labl Page 2 of 9 October 2022 www.reliablesprinkler.com Model F1 FR56 Pendent Sprinkler SIN RA1414 Technical Specifications Recessed Escutcheons Style: Model F1 (cULus,LPCB,VdS,CE,WM) Pendent Model F2(cULus,FM,LPCB,VdS,CE, Recessed Pendent WM) Concealed Pendent Model FP(cULus,VdS,CE,WM) Threads: 1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Cover Plate Max.Working Pressure: Model CCP(cULus,VdS(z),CEM) 175 psi(12 bar) 250 psi(17 bar)(cULus only) Guards&Shields(New Frames)(') Material Specifications F-1 Guard(FM) Thermal Sensor:3 mm Glass Bulb F-5 Guard/Shield Kit(FM) Sprinkler Frame:Brass Alloy F-7 Guard(cULus) Cap:Bronze Alloy F-8 Guard/Shield Kit(cULus) Sealing Washer:Nickel with PTFE S-1 Shield(cULus,FM) Load Screw:Copper Alloy Guards&Shields(Legacy Frames)(') Deflector:Brass Alloy C-1 Guard(FM) Sprinkler Finishes C-5 Guard/Shield Kit(FM) (See Table B) D-1 Guard(cULus,FM) D-4 Guard/Shield Kit(FM) Sensitivity D-5 Guard/Shield Kit(cULus,FM) Quick response S-1 Shield(cULus,FM) Temperature RatingsM Sprinkler Wrenches 135°F(57°C) Model W2(pendent) 155-F 68°C Model W4(recessed or concealed) 175°F(79°C) Model J(New frame with guard installed) 200°F(93°C) Model JD(Legacy frame with guard 286-F(141°C) installed) Listings and Approvals(4) cULus Listed FM Approved LPCB VdS EC WM Notes: 1. 286T(141°C)temperature rated sprinkler not listed for recessed or concealed use. 2. VdS and CE approval for CCP concealed use is for 155°C(68°C)sprinkler ONLY. 3. Not suitable for recessed or concealed pendent installations. 4. When used surface mounted or exposed.See Recessed Escutcheon and Cover Plate section for specific approvals when installed recessed or concealed. Model F1 FR56 Pendent Sprinkler Components and Dimensions 3 1/4"[83mm] Threads U 11 5 VFV HALF PEND INT Wrench Flat 2 1/4"[5'mm] Cap/Seal Glass Bulb Assembly , (3 mm) Deflector—/ Load Screw V[25mm] Shown with Optional S-1 Water Shield(Ordered Separately) Note:Please refer to Figure 8 for recessed and concealed installation. Bulletin 074 Reliabl Page 3 of 9 October 2022 www.reliablesprinkler.com J Model FlFR56 Horizontal Sidewall Sprinkler SIN RA1435 Technical Specifications Recessed Escutcheons(2) Style: Model F1 (cULus) Horizontal Sidewall Model F2(cULus,FM) Recessed Horizontal Sidewall Model FP(cULus) Threads: 1/2"NPT or ISO 7-R1/2 Guards&Shields(New Frames)�'� Nominal K-Factor:5.6(80 metric) F-4 Guard Shields Max.Working Pressure: 175 psi(12 bar) F-7 Guard(cULus) 250 psi(17 bar)(cULus only) Guards&Shields(Legacy Frames)(3) Material Specifications C1 Guard(FM) Thermal Sensor:3 mm Glass Bulb D1 Guard(cULus) Sprinkler Frame:Brass Alloy Sprinkler Wrenches Cap:Bronze Alloy Model W2(non-recessed) Sealing Washer:Nickel with PTFE Model W4(recessed) Load Screw:Copper Alloy Model J(New frame with guard installed) Deflector:Brass Alloy Model JD(Legacy frame with guard installed) Sprinkler Finishes (See Table B) Listings and Approvals Sensitivity cULus Listed(4) Quick response FM Approved(,') Temperature Ratings(') 135-F(57°C) 155-F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C) Notes: 1. 286°F(141°C)temperature rated sprinkler not listed for recessed use. 2. FM approved recessed installation when used with Model F2 escutcheon ONLY. 3. Not suitable for recessed horizontal sidewall installations. 4. cULus Listed for Light and Ordinary Hazard when installed exposed or surface mounted. Listed for Light Hazard ONLY when installed recessed. 5. FM Approved for Light Hazard ONLY. Model F1 FR56 Horizontal Sidewall Sprinkler Components and Dimensions 1 1/8"[28mm] Deflector Load Screw Frame z Glass Bulb 1 1 2 3/4"[70mm] (3 mm) 9 F1FR_HALF_HSW RA C® RA CO Wrench Flat Cap/Seal Assembly Threads Note:Please refer to Figure 9 for recessed installation. Bulletin 074 Page 4 of 9 October 2022 e118121 www.reliablesprinkler.com Model F1 FR56 Vertical Sidewall Sprinkler SIN RA1485 Technical Specifications Guards&Shields(New Frames) Style: F-2 Guard(FM) Upright Vertical Sidewall Pendent Vertical Sidewall Guards a Shields(Legacy Frames) Threads:1/2"NPT or ISO 7-R1/2 C1 Guard(FM) Nominal K-Factor:5.6(80 metric) Sprinkler Wrenches Max.Working Pressure: 175 psi(12 bar) Model W2 Model J(New frame with guard installed) Material Specifications Model JD(Legacy frame with guard Thermal Sensor:3 mm Glass Bulb installed) Sprinkler Frame:Brass Alloy Cap:Bronze Alloy Listings and Approvals') Sealing Washer:Nickel with PTFE cULus Listed Load Screw:Copper Alloy FM Approved Deflector:Brass Alloy LPCB(2) Sprinkler Finishes (See Table B) Sensitivity Quick response Temperature Ratings 135°F(57°C) 155°F(68°C) 175-F(79°C) 200°F(93°C) 286°F(141°C) Notes: 1. Listed and approved for Light Hazard ONLY. 2. LPCB approved for use in pendent position ONLY. Model F1 FR56 Vertical Sprinkler Components and Dimensions Deflector Load Screw 1 1/2"[38mm] Frame � el Glass Bulb (3 mm) F1FR_HALF_VSW 2 1/4" [57mm] RA CO GSA CO Wrench Flat Cap/Seal Assembly Threads Bulletin 074 el�abl Page 5 of 9 October 2022 www.reliablesprinkler.com Recessed and Concealed Installation: Pendent Sprinklers r 2-1/4" 2-1/4" (57 mm)Dia. (57 mm)Dia. Hole in Ceiling Hole in Ceiling 1-15/16" 1-15/16" (49 mm)Dia. Reducing (49 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting to Face of Ceiling to Face of Ceiling 1-118"(29 mm)at 7/8"(22 mm)at Max.Recess Max.Recess 3/8"(10 mm)at 3/6"(10 mm)at Ir Min.Recess Min.Recess I 1-314" 1-3/4" (44 mm) 1" (44 mm) 1-114" (25 mm) (32 mm) Minimum Maximum Minimum Maximum Recess 2-718"(72 mm)Dia. Recess Recess ---2-7/8" ia. Recess Models F1&F1 FR Pendent Sprinkler Models F1&F1 FR Pendent Sprinkler with Model F1 Recessed Escutcheon with Model F2 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment 1/2"(13mm)Nominal Adjustment FI-iEC-P ND CCP 2-1/2" 2-1/2" (64 mm)Dia. (64 mm)Dia. Hole in Ceiling Hole In Ceiling 2-5/16" 2-5/16" (59 mm)Dia. Reducing (59 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting Vented Cup to Face of Ceiling Vented Cup to Face of Ceiling 1-112"(38 mm)at 1-1/2"(38 mm)at Max.Recess Max.Recess 1"(25 mm)at 1"(25 mm)at Min.Recess I Min.Recess TT- 0 1" 1" (25 mm) 1/2" (25 mm) 1/2" (12 mm) (12 mm) Minimum 3-3/16"(78 mm)Dia. Minimum Recess Maximum Recess Maximum Recess 3-5/16'(84 mm)Dia. Recess Models F1&F1FR Pendent Sprinkler with Model FP Recessed Escutcheon 112"(13mm)Nominal Adjustment Model F1 FR56 CCP Conical Concealed Sprinkler 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the (Nominal Cover Plate Projection is 1"(25 mm)) pressure in the space above the ceiling is positive with respect to the protected area.Ensure that the openings in the Model FP cup Note:Model CCP concealed assemblies may not be used where are unobstructed following installation. the pressure in the space above the ceiling is positive with respect to the protected area.Ensure that the openings in the Model CCP cup are unobstructed following Installation. F1 Escutcheon FP Escutcheon CCP Cover Plate (F2 Similar) Bulletin 074 Reliable Page 6 of 9 October 2022 www.reliablesprinkler.com Recessed Installation: Horizontal Sidewall Sprinklers 1/2"(12 mm) Reducing +/ 3/8"(10 mm) 1-3/8"(35 mm)Maximum Recess Fitting Face of fitting to face of wall 1 4.._12.. (102 mm-305 mm) Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) -- - -- - (73 mm) Dia. Hole Dia. Dia. —� 9/16"[14mm] F1Recessed escutcheon 3/4"(19 mm)Adjustment 2 1/8"(54 mm)Minimum Recess Model F1 FR Horizontal Sidewall Sprinkler with Model F1 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment F1FR REC HSW 3/8"(16 mm) Reducing +/- 1/4"(6 mm) 1-5/8"(42 mm)Maximum Recess FittingFace of fitting to face of wall ' lI 4"_12" (102 mm-305 mm) Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) —- - - - - (73 mm) Dia. Hole DIA. Dia. 9/16 [14mm] 1 F2 Recessed escutcheon 1/2"(13 mm)Adjustment 2-1/8"(54 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model F2 Recessed Escutcheon 1/2"(13mm)Nominal Adjustment 1-1/4"(32 mm) Reducing +/- 1/4"(6 mm) 7/8"(22 mm)Maximum Recess Fitting Face of fitting to face of wall 4"-12" (102 mm-305 mm) .Deflector to ceiling 2-5/16" 3-1/4" (67 mm) (58 mm) (83 mm) —- - - - Dia Hole. Dia. Dia. 9/16 [14mm] Vented Cup 1-3/8"(35 mm)Minimum Recess Model F1 FR Horizontal Sidewall Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the pressure in the space behind the sprinkler Is positive with respect to the space in the protected area. Ensure that the openings in the Model FP cup are unobstructed following installation. Bulletin 074 e �a 'I Page 7 of 9 October 2022 www.reliablesprinkler.com J Model W2(upright, pendent) _ter Model J (New frame with guard installed) Model JD(Legacy frame with guard installed,similar but with zinc finish) Model W4 (recessed,concealed pendent) Finishes(') . . - Standard Finishes,,,.: " `?:. - Special Application.Finishes "Fl'F2 and FP42, CCP Cover F1. F2 and FP(z). Sprinkler p S rinkler CCP,Cover Plates?�` Escutcheons `' Plate(?) . Escutcheons, Bronze Brass Chrome Electroless Nickel PTFE(3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright Brass(5) Satin Chrome Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Paint Custom Color Polyester(3) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons and Model CCP sprinklers utilize a galvanized steel cup with a finished trim ring or cover plate. 3. cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant, 5. For 200°F(93°C)maximum temperature rated sprinklers only. Installation Maintenance Model F1 FR Series sprinklers must be installed in accordance with Reliable Model F1 FR series sprinklers should be inspected and NFPA13 and the requirements of all applicable authorities having the sprinkler system maintained in accordance with NFPA 25,as jurisdiction. Model F1 FR Series sprinklers must be installed with well as the requirements of any Authorities Having Jurisdiction. the Reliable sprinkler installation wrench identified in this Bulletin. Prior to installation,sprinklers should remain in the original Any other wrench may damage the sprinkler. The Models W2 and cartons and packaging until used.This will minimize the potential W4 wrenches have two sets of jaws. Use the smallest set of jaws for damage to sprinklers that could cause improper operation or that fit on the wrench flats of the sprinkler. A leak tight sprinkler non-operation. joint can be obtained with a torque of 8 to 18 Ib-ft(11 to 24 N-m). Do not tighten sprinklers over the maximum recommended Do not clean sprinklers with soap and water, ammonia liquid or installation torque.Exceeding the maximum recommended any other cleaning fluids. Remove dust by gentle vacuuming installation torque may cause leakage or impairment of the without touching the sprinkler. sprinkler. Replace any sprinkler which has been painted (other than factory applied).A stock of spare sprinklers should be maintained to Glass bulb sprinklers have orange bulb protectors or protective allow quick replacement of damaged or operated sprinklers. caps to minimize bulb damage during shipping,handling and Failure to properly maintain sprinklers may result in inadvertent installation.Reliable sprinkler installation wrenches are designed operation or non-operation during a fire event. to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection.Removal of the bulb protector before this time may leave the bulb vulnerable to damage.Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb, protectors. Bulletin 074 el�able Page 8 of October 2022 www.reliablesprinkler.com Guarantee For the guarantee,terms, and conditions,visit www. reliablesprinkler.com. Ordering Information Specify the following when ordering: Model • F1FR56 Deflector/Orientation • Upright • Intermediate Upright • Pendent • CCP Concealed Pendent • Horizontal Sidewall • Vertical Sidewall Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed Escutcheon(')(2) • F1 • F2 • FP Escutcheon Finish • See Table B CCP Cover Plate Temperature Rating • 135°F(57°C) [For use with 1357(57°C) and 1557(68°C)sprinklers.] • 165'F(74°C) [For use with 175°F(79°C) and 200°F(93°C)sprinklers.] CCP Cover Plate Finish • See Table B Sprinkler Wrench • Model W2 • Model W4(recessed, concealed) • Model J (New frame with guard installed) • Model JD(Legacy frame with guard installed) Notes: 1.286°F(1 41°C)sprinklers are not listed to be used recessed or concealed. 2. For FM, recessed sprinklers must use the Model F2 escutcheon. ti m rn rn 0) rn Z ii Bulletin 074 Rellabl Page 9 of 9 October 2022 www.reliablesprinkler.com CALCULATION SUMMARY Project Name:Peconic Landing Project Location: 1500 Brecknock Rd Contract No. :2123 City: Greenport, NY 11944 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) LIGHT HAZARD 1529.9 350.2 Required 0.118 7 14.8 13 100 11.3 54.4 A '77 (Z) ��p ® ` z o � EER File:82123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS ' for Job Information Project Name:Peconic Landing Contract No.:2123 City: Greenport, NY 11944 Project Location: 1500 Brecknock Rd Date: 1/19/2023 Contractor Information Name of Contractor: BK Fire Suppression&Security Systems Address: 826 Suffolk Ave City: Brentwood, NY 11717 Phone Number: (631)273-2010 E-mail: Name of Designer: KK Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location BAR AREA Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.118 Area of Application(ft') 1529.9 Coverage per Sprinkler(ft2) 128.3 Number of Calculated Sprinklers 13 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 350.2 Required Pressure at Source(psi) 54.4 Type of System Wet Volume-Entire System (gal) 492.6 gal Water Supply Information Date 11/14/2022 Location E/S COMMUNITY CENTER ROAD 825095009 Source W1 Notes File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Peconic Landing Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) File:J:12123(Peconic Landing, 1500 Brecknock Rd,Greenport)11500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Peconic Landing Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 68 1496 34 Supply Analysis Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) gpm) Pressure (gpm) gpm) (psi) W1 68 34 1496 65.7 350.2 54.4 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 250.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 250.2 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 54.4 W1 -Flow(gpm) 250.2 Demand w/o System Pump(s) N/A File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job: Peconic Landing Hydraulic Analysis for : I a SUPWY I*System Demand -W Add.Out.Hose 0 Available At Source 90 ------ 80 65.7 psi @ 350.2 g ----------- D2. ...... ---------- ------- r 0 5 to 40- 30 ---------- ------------ 0- 0 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 Flow,gpm File:JA2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/612023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:Peconic Landing Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 68 S2 Supply point#2-Residual 1496 34 D1 Elevation Pressure 0 8 D2 System Demand 250.2 54.4 D3 System Demand+Add.Out.Hose 350.2 54.4 Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 66.4 283,4 11.3 350.2 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 1 Overhead 124.4 5.6 0.1 12.4 7 0,182 22.7 16.4 Sprinkler 10 Overhead 125,5 5.6 0.1 12.6 7 0.125 15.7 7.9 Sprinkler 11 Overhead 102.1 5,6 0.1 10.2 7 0.162 16.5 8.7 Sprinkler 12 Overhead 126.4 5.6 0.1 12.6 7 0.147 18.5 11 Sprinkler 13 Overhead 117.3 5.6 0.1 11.7 7 0.174 20,4 13.3 Sprinkler 2 Overhead 128.3 5.6 0.1 12.8 7 0.165 21.2 14.3 Sprinkler 3 Overhead 124.4 5.6 0.1 12.4 7 0.179 22.3 15.8 Sprinkler 4 Overhead 125.7 5.6 0.1 12.6 7 0.169 21.2 14.4 Sprinkler 5 Overhead 125.7 5.6 0.1 12.6 7 0.118 14.8 7 Sprinkler 6 Overhead 95.1 5.6 0.1 9.5 7 0.166 15.8 8 Sprinkler 7 Overhead 83.6 5.6 0.1 8.4 7 0,221 18.5 10.9 Sprinkler 8 Overhead 125.7 5.6 0.1 12.6 7 0.17 21.4 14,5 Sprinkler 9 Overhead 125.7 5.6 0.1 12.6 7 0.168 21.1 14.2 Sprinkler File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:Peconic Landing Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psis/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 5 Overhead Sprinkler 5.6 14.8 125.7 7 7 14 HEAD Open 2.2 0.118 -8 12.6 10 Overhead Sprinkler 5.6 15.7 125.5 7.9 7 1 9.17 HEAD Open 3.2 0.125 -5.9 12.6 11 Overhead Sprinkler 5.6 16.5 102.1 8.7 7 9.17 HEAD Open 6.3 0.162 -5.9 10.2 6 Overhead Sprinkler 5.6 15.8 95.1 8 7 9.17 HEAD Open 6.3 0.166 -5.9 9.5 12 Overhead Sprinkler 5.6 18.5 126.4 11 7 9.17 HEAD Open 5.9 0.147 -5.9 12.6 7 Overhead Sprinkler 5.6 18.5 83.6 10.9 7 9.17 HEAD Open 10.1 0.221 -5.9 8.4 2 Overhead Sprinkler 5.6 21.2 128.3 14.3 7 9.17 HEAD Open 8.4 0.165 -5.9 12.8 9 Overhead Sprinkler 5.6 21.1 125.7 14.2 7 14 HEAD Open 8.6 0.168 -8 12.6 4 Overhead Sprinkler 5.6 21.2 125.7 14.4 7 14 HEAD Open 8.7 0.169 -8 12.6 8 Overhead Sprinkler 5.6' 21.4 125.7 14.5 7 14 HEAD Open 8.8 0.17 -8 12.6 13 Overhead Sprinkler 5.6 20.4 117.3 13.3 7 8.5 HEAD Open 8.7 0.174 -5.6 11.7 3 Overhead Sprinkler 5.6 22.3 124.4 15.8 7 9.17 HEAD Open 9.8 0.179 -5.9 12.4 1 Overhead Sprinkler 5.6 22.7 124.4 16.4 7 9.17 HEAD Open 10.3 0.182 -5.9 12.4 116 Node 7.4 15.25 NODE -8.6 107 Node 7.6 15.25 NODE -8.6 103 Node 10.9 15.25 NODE -8.6 112 Node 11 15.25 NODE -8.6 101 Node 12.1 15 NODE -8.4 100 Node 12.3 15 NODE -8.4 068 Node 15.3 15.5 NODE -8.7 067 Node 15.3 15.5 NODE -8.7 065 Node 15.6 15.5 NODE -8.7 030 Node 16.1 15.5 NODE -8.7 029 Node 16.1 15.5 NODE -8.7 004 Node 16.2 10.5 NODE 1-6.5 File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Peconic Landing Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm 027 Node 16.3 15.5 NODE -8.7 060 Node 20 10.5 NODE -6.5 009 Node 20 10.5 NODE -6.5 011 Node 20,7 10.5 NODE -6.5 018 Node 39 3,5 NODE -3.5 019-0 Node 39 3.5 NODE -3.5 019-I Node 39 3.5 NODE -3.5 020-0 Node 39 3.5 NODE -3.5 020-I Node 50.5 3.5 NODE -3.5 021-0 Node 50.5 3.5 NODE -3.5 021-I Node 50.5 3.5 NODE -3.5 023 Node 54.1 -4.5 NODE 0 wi Supply -250.2 54.4 -4.5 SUPPLY 0 File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 5 14 5.6 14.8 11x(us.Tee-Br)=5 8.01 120 7 107 15.25 14.8 1.049lx(us.90)=2 7 0.0744 -0.5 15.01 1.1 107 15.25 15.8 1 lx(us.Tee-Br)=5 6.5 120 7.6 103 15.25 30.6 1.049 5 0.2857 0 11.5 3.3 103 15.25 18.5 1.25 lx(us.Tee-Br)=6 0.25 120 10.9 101 15 49.1 1.38 6 0.1801 0.1 6.25 1.1 101 15 0 2 10.33 120 12.1 100 15 49.1 2.157 0 0.0205 0 10.33 0.2 100 15 50.8 2 2x(us.90)=12.31 13 120 12.3 004 10.5 99.9 2.157 12.31 0.0762 1.9 25.31 1.9 004 10.5 20.4 2lx(us.Tee-Br)=12.31 23.5 120 16.2 009 10.5 120.3 2.157 12.31 0.1075 0 35.81 3.9 009 10.5 64.6 3 20.89 120 20 011 10.5 184.9 3.26 0 0.0319 0 20.89 0.7 011 10.5 65.3 3 7x(us.90)=65.85 207.11 120 20.7 018 3.5 250.2 3.26 65.85 0.0558 3 272.97 15.2 018 3.5 0 4 3.63 120 39 019-0 3.5 250.2 4.26 0 0.0152 0 3.63 0.1 019-0 3.5 0 6 0.88 39 Gate A2360 019-I 3.5 250.2 0 0 0.0035 0 *** 0.88 0 019-I 3.5 0 6 0.5 120 39 020-0 3.5 250.2 6.357 0 0.0022 0 0.51 0 020-0 3.5 0 6 0.5 39 Watts Series 020-I 3.5 250.2 0 0 23.0029 0 909 RPZ 0.5 11.5 *** 020-I 3.5 0 6 0.12 120 50.5 021-0 3'.5 250.2 6.357 0 0.0022 0 0.12 0 021-0 3.5 0 6 0.88 50.5 Gate A2360 021-I 3.5 250.2 0 0 0.0035 0 *** 0.88 0 021-I 3.5 0 6 2x(us.90)=35.21 9 120 50.5 023 -4.5 250.2 6.357 35.21 0.0022 3.5 44.211 10.1 023 -4.5 0 6 200 140 54.1 W 1 -4.5 250.2 6.4 0 0.0016 0 200 0.3 w 1 54.4 File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 10 9.17 5.6 15.7 13x(us.90)=6 19.67 120 7.9 116 15.25 15.7 1.049 6 0.0831 -2.6 25.67 2.1 116 15.25 16.5 1 lx(us.Tee-Br)=5 6.5 120 7.4 112 15.25 32.3 1.049 5 0.3143 0 11.51 3.6 112 15.25 18.5 1.25 1x(us.Tee-Br)=6 0.25 120 11 100 15 50.8 1.38 6 0.1917 0.1 6.25 1.2 100 12.3 Path No: 3 6 9.17 5.6 15.8 13x(us.90)=6 20.5 120 8 107 15.25 15.8 1.049 6 0.084 -2.6 26.5 2.2 107 7.6 Path No: 4 - 11 9.17 5.6 16.5 l lx(us.Tee-Br)=5 7.34 120 8.7 116 15.25 16.5 1.049 lx(us.90)=2 7 0.0911 -2.6 14.34 1.3 116 7.4 Path No: 5 7 9.17 5.6 18.5 l lx(us.Tee-Br)=5 12.29 120 10.9 103 15.25 18.5 1.049 3x(us.90)=6 11 0.112 -2.6 23.29 2.6 103 10.9 Path No: 6 12 9.17 5.6 18.5 1 lx(us.Tee-Br)=5 12.65 120 11 112 15.25 18.5 1.049 3x(us.90)=6 11 0.1128 -2.6 23.65 2.7 112 11 Path No: 7 13 8.5 5.6 20.4 l lx(us.Tee-Br)=5 19.98 120 13.3 004 10.5 20.4 1.0491x(us.45)=1 8 0.1346 -0.9 lx(us.90)=2 27.98 3.8 004 16.2 File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings - L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) ; (psi) (psi) Path No: 8 9 14 5.6 21.1 1lx(us.Tee-Br)=5 7.11 120 14.2 065 15.5 21.1 1.049lx(us.90)=2 7 0.1436 -0.6 14.11 2 065 15.5 43.5 2lx(us.Tee-Br)=12.31 40.93 120 15.6 060 10.5 64.6 2.157 2x(us.90)=12.31 24.61 0.034 2.2 65,541 12.2 060 10.5 0 3 4.61 120 20 009 10.5 64.6 3.26 . 0 0.0045 0 4.61 0.0 009 20 Path No: 9 2 9.17 5.6 21.2 1 lx(us.Tee-Br)=5 19 120 14.3 068 15.5 21.2 1.049lx(us.90)=2 7 0.1444 -2.7 26 3.8 068 15.5 0 2 1 120 15.3 067 15.5 21.2 2.157 0 0.0043 0 11 10 067 15.5 22,3 2 17.12120 15.3 065 15.5 43.5 2.157 0 0.0163 0 17.12 0.3 065 15.6 Path No: 10 4 14 5.6 21.2 1 lx(us.Tee-Br)=5 9.24 120 14.4 029 15.5 21.2 1.049lx(us.90)=2 7 0.145 -0.6 16.24 2.4 029 15.5 22.7 2 10.33 120 16.1 027 15.5 43,9 2.157 0 0.0166 0 10.331 10.2 027 15.5 21.4 2 lx(us.Tee-Br)=12.31 40.93 120 16.3 011 10.5 65.3 2.157 2x(us.90)=12.31 24.61 0.0347 2.2 65.54 2.3 011 20,7 Path No: 11 8 14 5.6 21.4 1 lx(us.Tee-Br)=5 9.Z4 120 14.5 027 15.5 21.4 1.049lx(us.90)=2 7 0.1464 -0.6 16.24 2.4 027 16.3 Path No: 12 3 9.17 5.6 22.3 l lx(us.Tee-Br)=5 7.38 120 15.8 067 15.5 22.3 1.049lx(us.90)=2 7 0.1582 -2.7 14.37 2.3 067 15.3 File:J:12123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 1 9.17 5.6 22.7 11x(us.Tee=13r)=5 7.5 120 16.4 030 15.5 22.7 1.0491x(us.90)=2 7 0.1639 -2.7 14.5 2.4 030 15.5 0 2 6.78 120 16.1 029 15.5 22.7 2.157 0 0.0049 0 6.781 10.0 029 16.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.98 ft/s occurs in the following pipe(s): (112-116) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and.the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 12 A Job:Peconic Landing Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 751-1 1 1 1 I 1 ;i @ 350.2 gpm(250.2 gpm+100 gpm add.out,h6se) _ 65- 60- 55-— 5 6055 -50- 45 0 45 - ti 40 - -- N U) 35 CL I 30- 25- 20- 15 0 2520 15 -- 10 -- 5 0 0 0 0 0 0 0 0 Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 152 (Watts Series 909 RPZ, Size = 6); Inlet Node: 020-I; Outlet Node: 020-0 18.2517.25-: -- --- ---- - -- �� 16.25-: - -15.25-: - 14.25 - - -- 13.25' 11:5 psi @ 250.2 gpm 12.25 -- Q, 11.2 -� 10.25 - -- - — ---- fA 9.25-: ---- _� N 8.25-:- - --- a 7.25 6.25 5.2-55-: -- -- 4.2 3.2 ----- —_ 2,25-: — -----�---- 1.25 0 0 0 0 0 0 0 0 0 0 0 N N d' Vii iD D o0o O O O Flow,gpm File:J:12123(Peconic Landing, 1500 Brecknock Rd,Greenport)11500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 13 L Job:Peconic Landing Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 151 (Gate A2360, Size = 6); Inlet,Node: 021-I; Outlet Node: 021-0 "y 0.766 — —_______.._.._..____._ ._..�-___....._ a ti N! fn d a 0.266 — - - 0 0 0 0 0 0 Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 153 (Gate A2360, Size = 6); Inlet Node: 019-I; Outlet Node: 019-0 'y 0.766- U) .766H N d CL 0.266 0 0 0 0 0 0 o v rn v oho � N Flout,gpm File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Bulletin 074 October 2022 Rel Q F1 FR56 Series Quick Response Sprinklers K-factor 5.6(80) Features • Standard coverage quick-response sprinklers • Upright, pendent, horizontal sidewall, and vertical sidewall deflectors • Low profile,compact design • Available in a wide variety of finishes e Product Description Model F1 FR56 Pendent Model F1 FR56 Upright Reliable Model F1 FR56 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3.0 mm glass bulb thermal element. Pendent and horizontal sidewall sprinklers may be installed exposed or surface mounted using escutcheons such as the „ {f Reliable Models B, C, or HB(reference Technical Bulletin 204). � . When installed recessed or concealed,the Model F1 FR56 series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons and cover plates. Refer to the Model F1 FR56 Vertical Sidewall Model F1 FR56 technical information on the following pages for specific listings Horizontal Sidewall for recessed and concealed installations and refer to Figures 5 and 6 for dimensional information. When fitted with an approved water shield,these sprinklers may Note:Not all versions of the product are shown. considered intermediate sprinklers for use in racks, below grated walkways, and other areas where intermediate level sprinklers are required. Note:This bulletin may contain information on New and Legacy Table A provides a summary of the approvals and availability of sprinklers that reflects a dimensional change only.Sprinkler Iden- specific Model F1 FR series sprinkler configurations.Additional tification Number(SIN), application, performance, and listings/ technical information for each sprinkler model is provided on the approval are not otherwise affected.Sprinklers with New frameswill include the suffix"N"in the order. following pages. F1 FR Series Sprinklers Summa • • - Sprinkler K-Factor gpm/psi112 Max.Working Pressure Sprinkler Model (IpmlbarlJ2) Orientation Listings&Approvals psi(bar) Identification Number(SIN) Upright cULus,FM,LPCB,VdS, 175(12) RA1425 Intermediate Upright EC,WM 250(17)(cULus only) Pendent cULus,FM,LPCB,VdS, 175(12) RA1414 EC,WM 250(17)(cULus only) F1 FR56 5.6(80) Concealed Pendent cULus,VdS,EC,WM 175(12) RA1414 250(17)(cULus only) Horizontal Sidewall cULus,FM 175(12) RA1435 250(17)(cULus only) Vertical Sidewall cULus,FM,LPCB 175(12) RA1485 www.reliablesprinkler.com Model RA1425 Technical Specifications Guards 8,Shields(New Frames) Style:Upright,Intermediate Upright Factory Water Shield(cULus,FM) Threads:1/2"NPT or ISO 7-R1/2 F-1 Guard(cULus,FM) Nominal K-Factor:5.6(80 metric) F-3 Guard with Shield(cULus,FM) Max.Working Pressure: 175 psi(12 bar) Guards and Shields(Legacy Frames) 250 psi(17 bar)(cULus only) Factory Water Shield Material Specifications C-1 Guard(FM) Thermal Sensor:3 mm Glass Bulb C-3 Guard with Shield(cULus,FM) D-1 Guard(cULus) Sprinkler Frame:Brass Alloy D-3 Guard with Shield(cULus) Cap:Bronze Alloy Sealing Washer:Nickel with PTFE Sprinkler Wrench Load Screw:Copper Alloy Model W2 Deflector:Brass Alloy Model J(New frame with guard installed) Model JD(Legacy frame with guard Sprinkler Finishes installed) (See Table B) " Listings and Approvals Sensitivity cULus Listed Quick response FM Approved LPCB Temperature Ratings VdS 135°F(57°C) EC 155°F(68°C) WM 175°F(79°C) 200-F(93-C) 286°F(141°C) Model F1 FR56 Upright Sprinkler Components and Dimensions 31/4"[83mm] Load Screw 13/8"[33mm] Deflector Glass Bulb e FR a (3 mm) F7HALF UPRJNT 21/4"[58mm] Wrench Flat A GO iA CO Threads Cap/Seal Assembly Shown with Optional Factory Installed Water Shield (Intermediate Upright) I i Bulletin 074Rella Page 2 of 9 October 2022 www.reliablesprih kler.com Model FlFR56 Pendent Sprinkler SIN RA1414 Technical Specifications Recessed Escutcheons Style: Model F1 (cULus,LPCB,VdS,CE,WM) Pendent Model F2(cULus,FM,LPCB,VdS,CE, Recessed Pendent WM) Concealed Pendent Model FP(cULus,VdS,CE,WM) Threads: 1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Cover Plate Max.Working Pressure: Model CCP(cULus,VdS(�),CEM) 175 psi(12 bar) 250 psi(17 bar)(cULus only) Guards&Shields(New Frames)(') Material Specifications F-1 Guard(FM) Thermal Sensor:3 mm Glass Bulb F-5 Guard/Shield Kit(FM) Sprinkler Frame:Brass Alloy F-7 Guard(cULus) Cap:Bronze Alloy F-8 Guard/Shield Kit(cULus) Sealing Washer:Nickel with PTFE S-1 Shield(cULus, FM) Load Screw:Copper Alloy. Guards&Shields(Legacy Frames)(') Deflector:Brass Alloy C-1 Guard(FM) Sprinkler Finishes C-5 Guard/Shield Kit(FM) (See Table B) D-1 Guard(cULus,FM) D-4 Guard/Shield Kit(FM) Sensitivity D-5 Guard/Shield Kit(cULus,FM) Quick response S-1 Shield(cULus,FM) Temperature Ratings0) Sprinkler Wrenches ` 135°F(57°C) Model W2(pendent) 155°F(68°C) Model W4(recessed or concealed) 175°F(79°C) Model J(New frame with guard installed) 200°F(93°C) Model JD(Legacy frame with guard 286°F(141°C) installed) Listings and Approvals(4) cULus Listed FM Approved LPCB VdS EC WM Notes: 1. 2867(141°C)temperature rated sprinkler not listed for recessed or concealed use. 2. VdS and CE approval for CCP concealed use is for 155°C(68°C)sprinkler ONLY. 3. Not suitable for recessed or concealed pendent installations. 4. When used surface mounted or exposed. See Recessed Escutcheon and Cover Plate section for specific approvals when installed recessed or concealed. Model F1 FR56 Pendent Sprinkler Components and Dimensions 31/4"[83mm] Threads q pu q d yp F1FR-HALF PEND NT 03 a8 Wrench Flat 21/4" 7mm] Cap/Seal Glass Bulb , Assembly , (3 mm) Deflector Load Screw 1"[25mm] Shown with Optional S-1 Water Shield(Ordered Separately) Note: Please refer to Figure 8 for recessed and concealed installation. Bulletin 074 Rel�abl Page 3 of 9 October 2022 www.reliablesprinkler.com Model .. RA1435 Technical Specifications Recessed Escutcheons(z) Style: Model F1 (cULus) Horizontal Sidewall Model F2(cULus,FM) Recessed Horizontal Sidewall Model FP(cULus) Threads:1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Guards&Shields(New Frames)(3) Max.Working Pressure: F-4 Guard(FM) 175 psi(12 bar) F-7 Guard(cULus) 250 psi(17 bar)(cULus only) Guards&Shields(Legacy Frames)(3) Material Specifications C1 Guard(FM) Thermal Sensor:3 mm Glass Bulb D1 Guard(cULus) Sprinkler Frame:Brass Alloy Sprinkler Wrenches Cap:Bronze Alloy Model W2(non-recessed) Sealing Washer:Nickel with PTFE Model W4(recessed) a Load Screw:Copper Alloy Model J(New frame with guard installed) Deflector:Brass Alloy Model JD(Legacy frame with guard installed) Sprinkler Finishes (See Table B) Listings and Approvals Sensitivity cULus Listed(4) Quick response FM Approved() Temperature Ratings(') 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C) Notes: 1. 286°F(141°C)temperature rated sprinkler not listed for recessed use. 2. FM approved recessed installation when used with Model F2 escutcheon ONLY. 3. Not suitable for recessed horizontal sidewall installations. 4. cULus Listed for Light and Ordinary Hazard when installed exposed or surface mounted. Listed for Light Hazard ONLY when installed recessed. 5. FM Approved for Light Hazard ONLY. Model F1 FR56 Horizontal Sidewall Sprinkler Components and Dimensions 1 1/8"[28mm] Deflector Load Screw Frame :W; Glass Bulb 1 2 3/4"[70mm] (3 mm) F1FF_HALF_HSW RA 0® Wrench FlatCap/Seal Assembly Threads Note:Please refer to Figure 9 for recessed installation. Bulletin 074 Re iab Page 4 of 9 October 2022 www.reliablesprinkler.com Model FlFR56 Vertical Sidewall Sprinkler SIN RA1485 Technical Specifications Guards&Shields(New Frames) Style: F-2 Guard(FM) Upright Vertical Sidewall Guards&Shields(Legacy Frames) Pendent Vertical Sidewall C1 Guard(FM) Threads:1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Sprinkler Wrenches Max.Working Pressure: 175 psi(12 bar) Model W2 Model J(New frame with guard installed) Material Specifications Model JD(Legacy frame with guard ` Thermal Sensor:3 mm Glass Bulb installed) a Sprinkler Frame:Brass Alloy _ Cap:Bronze Alloy Listings and Approvals(') Sealing Washer:Nickel with PTFE cULus Listed Load Screw:Copper Alloy FM Approved Deflector:Brass Alloy LPCB(1) Sprinkler Finishes (See Table B) Sensitivity Quick response Temperature Ratings 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C) Notes: 1. Listed and approved for Light Hazard ONLY. 2. LPCB approved for use in pendent position ONLY. Model F1 FR56 Vertical Sprinkler Components and Dimensions Deflector Load Screw 1 1/2" [38mm] Frame � al Glass Bulb (3 mm) F1FP-HALF_VSW 2 1/4" [57mm] WSW RA CO Wrench Flat Cap/Seal Assembly Threads Bulletin 074 eliab Page 5 of 9 October 2022 www.reliablesprinkler.com Recessed and Concealed Installation:Pendent Sprinklers 2-1/4" 2-1/4" (57 mm)Dia. (57 mm)Dia. Hole in Ceiling Hole in Ceiling 1-15/16" 1-15/16" (49 mm)Dia. Reducing (49 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting to Face of Ceiling to Face of Ceiling 1-1/6"(29 mm)at 7/8"(22 mm)at Max.Recess Max.Recess 3/8"(10 mm)at 3/8"(10 mm)at Min.Recess Min.Recess 0 1-3/4" 1-3/4" 4 (44 mm) 1" (44 mm) 1-114" (25 mm) (32 mm) Minimum I Maximum Minimum Maximum Recess 2-7/8"(72 mm)Dia. Recess Recess 2-7/8"(72 mm)Dia. Recess Models F1&F1 FR Pendent Sprinkler Models F1&F1 FR Pendent Sprinkler with Model F1 Recessed Escutcheon with Model F2 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment 1/2"(13mm)Nominal Adjustment FI-REC_PENC CCP 2-1/2" 2-1/2" (64 mm)Die. (64 mm)Dia. Hole in Ceiling Hole in Ceiling 25116" 2-5/16" (59 mm)Dia. Reducing (59 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting Vented Cup to Face of Ceiling Vented Cup to Face of Ceiling 1-112"(38 mm)at 1-1/2"(38 mm)at Max.Recess Max.Recess 1"(25 mm)at 1"(25 mm)at Min.Recess Min,Recess r T (25 mm) 1/2" (25 mm) 1/2" (12 mm) (12 mm) Minimum Minimum Recess 3-3116"(78 mm)Dia. Recess Maximum Maximum Recess 3-5116"(84 mm)Dia. Recess Models F1&F1 FR Pendent Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Model F1 FR56 CCP Conical Concealed Sprinkler 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the (Nominal Cover Plate Projection is 1"(25 mm)) pressure in the space above the ceiling Is positive with respect to the protected area.Ensure that the openings in the Model FP cup Note:Model CCP concealed assemblies may not be used where are unobstructed following Installation. the pressure in the space above the ceiling is positive with respect to the protected area. Ensure that the openings In the Model CCP cup are unobstructed following installation. F1 Escutcheon FP Escutcheon CCP Cover Plate (F2 Similar) Bulletin 074 Rella lei Page 6 of 9 October 2022 www.reliablespdnkler.com Recessed Installation: Horizontal Sidewall Sprinklers 1/2"(12 mm) Reducing +/-3/8"(10 mm) 1-3/8"(35 mm)Maximum Recess Fitting Face of fitting to face of wall 1 4.. (10_2 12.. -- mm-305 mm) Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) -- - - - (73 mm) Hole Dia. Dia. Dia. 1 9/16"[14mm] F1 Recessed escutcheon 3/4"(19 mm)Adjustment 2 118"(54 mm)Minimum Recess Model F1 FR Horizontal Sidewall Sprinkler with Model F1 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment F1FR REC HSW 3/8"(16 mm) Reducing +/- 1/4"(6 mm) 1-5/8"(42 mm)Maximum Recess Fitting Face of fitting to face of wall i4"-12" (102 mm-305 mm) Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) -- - (73 mm) Dia. Hole DIA. Dia. 9/16"[14mm] F2 Recessed escutcheon 1/2"(13 mm)Adjustment 2-1/8"(54 mm)Minimum Recess Model F1 FR Horizontal Sidewall Sprinkler with Model F2 Recessed Escutcheon 1/2"(13mm)Nominal Adjustment 1-1/4"(32 mm) Reducing +/- 1/4"(6 mm) r7/8"(22 mm)Maximum Recess Fitting Face of fitting to face of wall 4 4"_12" (102 mm-305 mm) Deflector to ceiling 2-5/8" 2-5/16" (67 mm) 3-1/4" Dia (58 mm) -- - - - (83 mm) Hole. Dia. Dia. 9/16 [14mm] Vented Cup 1-3/8"(35 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the pressure in the space behind the sprinkler is positive with respect to the space in the protected area.Ensure that the openings in the Model FP cup are unobstructed following Installation. Bulletin 074 Page 7 of 9 October 2022 NOW@ www.reliablesprinkler.com Wrenches Model W2(upright, pendent) Model J (New frame with guard installed) Model JD(Legacy frame with guard installed,similar but with zinc finish) Model W4 (recessed,concealed pendent) Finishes(' - Standard Finishes Special'Application Finishes F1,F2 and FP(2) CCP,Cover 'F1,F2 and FP(z) (z) Sprinkler. Escutcheons 'Plate(2) Sprinkler Escutcheons CCP•Cover Plate Bronze Brass Chrome Electroless Nickel PTFE(3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright BrasS(5) Satin Chrome Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Paint Custom Color Polyester(3) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons and Model CCP sprinklers utilize a galvanized steel cup with a finished trim ring or cover plate. 3, cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant. 5. For 200T(93°C)maximum temperature rated sprinklers only. Installation Maintenance Model F1 FR Series sprinklers must be installed in accordance with Reliable Model F1 FR series sprinklers should be inspected and NFPA13 and the requirements of all applicable authorities having the sprinkler system maintained in accordance with NFPA 25, as jurisdiction. Model F1 FR Series sprinklers must be installed with well as the requirements of any Authorities Having Jurisdiction. the Reliable sprinkler installation wrench identified in this Bulletin. Prior to installation,sprinklers should remain in the original Any other wrench may damage the sprinkler. The Models W2 and cartons and packaging until used.This will minimize the potential W4 wrenches have two sets of jaws. Use the smallest set of jaws for damage to sprinklers that could cause improper operation or that fit on the wrench flats of the sprinkler. A leak tight sprinkler non-operation. joint can be obtained with a torque of 8 to 18 Ib-ft(11 to 24 N-m).Do not tighten sprinklers over the maximum recommended Do not clean sprinklers with soap and water, ammonia liquid or installation torque.Exceeding the maximum recommended any other cleaning fluids. Remove dust by gentle vacuuming installation torque may cause leakage or impairment of the without touching the sprinkler. sprinkler. Replace any sprinkler which has been painted (other than factory applied).A stock of spare sprinklers should be maintained to Glass bulb sprinklers have orange bulb protectors or protective allow quick replacement of damaged or operated sprinklers. caps to minimize bulb damage during shipping,handling and Failure to properly maintain sprinklers may result in inadvertent installation.Reliable sprinkler installation wrenches are designed operation or non-operation during a fire event. to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection.Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Bulletin 074 Rel�abl Page 8 of 9 October 2022 www.reliablesprinkler.com Guarantee For the guarantee,terms,and conditions,visit www. reliablesprinkler.com. Ordering Information Specify the following when ordering: Model • F1FR56 Def lector/Orientation • Upright • Intermediate Upright • Pendent • CCP Concealed Pendent • Horizontal Sidewall • Vertical Sidewall Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed Escutcheon(')(2) • F1 • F2 • FP Escutcheon Finish • See Table B CCP Cover Plate Temperature Rating • 135°F(57°C)[For use with 135°F(57°C) and 155°F(68°C)sprinklers.] • 165°F(74°C)[For use with 175°F(79°C) and 200°F(93°C)sprinklers.] CCP Cover Plate Finish • See Table B Sprinkler Wrench • Model W2 • Model W4(recessed,concealed) • Model J (New frame with guard installed) • Model JD(Legacy frame with guard installed) Notes: 1.286°F(141°C)sprinklers are not listed to be used recessed or concealed. 2. For FM, recessed sprinklers must use the Model F2 escutcheon. o rn rn rn m z ii Bulletin 074 ellable Page 9 of 9 October 2022 www.reliablesprinkler.com D SPRINKLER NOTES 1. THIS IS AN ALTERATION TO AN EXISTING PIPE SCHEDULE DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO NFPA 13, 2016_ 2.THE INSTALLATION, COMPONENTS,SIZING,SPACING,LOCATION, POSITION AND TYPE -- ---, -- OF SYSTEMS CONFORM TO NFPA 13. - _ __❑ --- _ µ,,,,,,,_,• 3.ONLY LISTED MATERIALS WILL BE USED.� - ❑ - �- ❑ � � El 4.SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. i 5.PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40°F. IN ALL AREAS 1 S t Floor 1 OF WET PIPING. UNLESS NOTED OTHERWISE 6.INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN CEILING ELEVATION: 10'-0" NFPA 25. MAIN PIPE ELEVATION:- 101-6" 7.THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE OCCUPANCY _. - ----_- _ CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. BRANCH PIPE ELEVATION: 10'-6" ® I 1 • ®1 2 8.WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS REQUIRED. ELEVATION FROM JOB REF: 0 -O N ' 1 1-1 9.PIPING SPECIFICATIONS,SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, ' PROPOSED UPRIGHT SPRINKLER DRAINAGE FITTINGS,VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN 23HEADS TO BE INSTALLED WHERE ACCORDANCE WITH NFPA 13. - -- 10. STOCK OF EXTRA SPRINKLER HEADS SHALL BE FURNISHED. (REQUIRED FOR EACH 0 01 Q DEFLECTOR IS 1 " MIN./12" MAX. MODEL AND TEMPERATURE RATING). _ 11. SPACING,LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE DESIGN CRITERIA INFORMATION REMOTE AREA 1 (-� N �� � - PORCH _ N I BELOW EXISTING ROOF DECK, TYP. WITH CHAPTER 8. 1. DESIGN DENSITY=0.10 GPM/FT? I (REFER TO NFPA 1 3 SECTION 12. MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER CHAPTER 8. 13. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13 2. AREA OF APPLICATION= 1529.9 FTz AO2 8.6.4.1 .1 ) TABLE 8.3.2.5(a&c). 3. COVERAGE PER SPRINKLER= 130.0 FT'(MAX) - 14. PROVIDE DRAINS AND PITCH AS REQUIRED. 4. N°OF SPRINKLERS CALCULATED= 13 HEADS 1 1 ( 15. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. 16. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS 5. "K"FACTOR=5.6 , ORIFICE SIZE= 1/2" p 11-8 - SHALL BE APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE. 6. OCCUPANCY CLASSIFICATION =LIGHT HAZARD 17. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. 7. SYSTEM DEMAND=350.2 GPM @ 54.4 PSI (INCLUDING HOSE) cel___ 18. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. 8. AVAILABLE SUPPLY=350.2 GPM @ 65.7 PSI @ REF. PT.W1 01 [IQ ' 23' ELEVATION ® 9'-2" 01 ❑ 19. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY 9. WATER RESERVE=N/A, PUBLIC WATER MAIN - --------- - �q - ___�_.____.__. _. PROVIDING FLUSHING CONNECTION AS REQUIRED. t�- 13 1 I 20. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY NFPA13. REFER TO SEPARATE HYDRAULIC CALCULATION SHEETS, -4- 21. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. N �I N 1 22. MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFLECTOR ARE TO BE MAINTAINED. 23. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. • 1 •1 24. GATE VALVE BOX IS TO BE PROVIDED AS PER NFPA. r, 25. ALL REQUIRED 51GNS ARE TO BE PROVIDED. b - 11-8 - 26. SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. CEILING @11'-3" E 27. PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL ASTM A135 I` 1� 2 . "CONTRACTOR'S 8 MATERIAL and TEST CERTIFICATE" ' ..................................� ........_.._...._........__...........-.._................................................._...._..................._._............._.......................................... EMITTED TO THE FIRE N �.......... .. N I_.. ...... ..... ❑ SHALL BE SU � �,• � I MARSHAL AT THE TIME OF FINAL ACCEPTANCE TEST/INSPECTION. ....., j .j... ... ..... ........ . A 30 1 ,' ` X23' 1 � i 067 - I I 136 0 1 ; ¢ I - - 3 - - - - I � e1 I �6'' � 12-g 1, 2' 1W r 144-112m • i' 128:3 _ � �- LEGEND ` / 0 LL DESIGN AREA REDUCTION AS PER I �� ' �` SPRINKLER V I N K�E R H E/'1® `3 NFPA 13 (2016): 11.2.3.2.3.1 DA Name: 1 i :' a� I ,`' �' m w I I I I I I I I ��. i Li 1124E..4' j 56 124.4 DA Area: 1070.45 I 41111-�11 r-1 ` 7,0 /ACCESS ;' 125.7 ..._..... SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL -------------- N ,`'o� 8 PEND WHITE 155 5.60 1 /2" RA1414 Rasco F1 FR 7 ' 1 Q0 CEILING'`"� 9' 2"r' C 6Ni�iG ® 9. 2 --- - „ i - - - N I 15 PEND WHITE 155 5.60 1 /2" RA1414 Rasco F1 FR CENTRAL ' CEILING ® 14' o" 1 I 029 / ` ` 15 UPR BRASS 155 5.60 1 /2" RA1425 Rasco F1 FR STORAGE ` ` 1 �` 5 Al-60 N 4 r 'c 103 �; 6 PEND WHITE 155 5.60 1 /2" RA1414 Rasco F1 FR IS# 7,- ?III N �' /" 7 , ' "I `............. ................................ 1 p, PT 1 125 ` 1 ' 6� � `1 7 7 ® RELOCATED PENDENT FIRE SPRINKLER - - - EXISTING MAIN PIPING +10-6 1 6 1 5,6` 1 _ r1N11 2..'N�� ' 1 - • NEW PENDENT FIRE SPRINKLER HOUR FIREWAMOM LL C I 7.0 ' - fir° 114 i O NEW BRANCH PIPING s �,, 9 13-0 6 6 5 2 Z ' 95.1 N , ` BAR - ' , 03 I � 1, - o +�5f ,, N / I AO's j 3 I ' S6cv -- O NEW UPRIGHT FIRE SPRINKLER - - - EXISTING BRANCH PIPING r - �- I �, 70 7.0 ' 125. j_......_ 1 i �t- 65 EXISTING PENDENT FIRE SPRINKLER -- ------------- 8 5.6 1 N� (TO 3E REPLACED) �r 027 1 7 C)n ,{ 9 ; '� BOILER 1 FEr N :' 7- '' 112 5 7f N ROOM 1 e,Al Al-55 1 .. >� I 1m i I + 7��274+ 5'--3'9 '- 10 �„ 13-fl ,S 6-6 1145-3' x'102.1 +9 ] I � I 125.5 +15 -3 312 " 1 ' E N �� �� 5.6 � �•"� � N I ,. " 1 - 5 � 5, , " j` 1 6" 7:D `� :% ` 126 - „ 1 CORRIDOR 7.0 i, �` - j � E r Al-26 ........... .... 1 ph COATS I 004 � A05 ` 3 018 5-6 o 10-0 0 3-11 4 / �� E � ----- 6-0 '` `ti 5-4 "R 4-6 ,` E f ff y •Y,,. •j�1 +3 6 019 X21 3 _........... _.........................................__... .. �f: 2 X17.3 1_6 5.6- i PANTRY 020 ,• roz; ..._..........._............................. .... 1 (o N II STORAGE ALCOVE u l'A Al -45 E08 "' `; 13-10 2-10 a _ - 5 4 �> Via: � II 2 CART STORAGE1-0 q a 11 ' NI I h; Source Information Date of Flow Testi Info : 11/14/2022 1 FILING ® 8'-6" 4'-6 Location of flow test data - IN 1 No E/S COMMUNITY CENTER ROAD 825095009 2 EXIST. ELEC. CEILING 8'-0" n Source of flow test data : ® 1a STAMPING AREA SCWA vE„ E08 0-6 Source Data Points Pum Data Points W1 '1 N� 060 ' I v PECONIC LANDING BK FIRE SUPPRESSION & ` w SECURITY SYSTEMS Pressure Flow Pressure Flow 1 009 I �• 0°"- � 0 1500 BRECKNOCK RD. 68.00 0.00 >, J- , GREENPORT, NY 11944 A DIVISION OF EMDI LTD. MAIN PIPE CONTINUES TO � ,��e s,��,�, �� �� --3_�}� -" 17���- ` / 826 SUFFOLK AVE. BRENTWOOD, N.Y. x i ". 34.00 1496.00104111,1181"", 'W. 3-2010 FAX(631 )273-2939 SYSTEM RISER DETAIL. ,:,E..E.E:: :........___ _ ,..:�� • ,,�� ���� " � w PH#(631 )27 abs J SEE LEFT SIDE OF THIS N +10'-6" FARE SPRINKLER PLAN LICENSE # - SCALE SHEET EXISTING / ,g RP 42815 AS NOTED ` ° 6' ~� CONTACT PERSON FILE CORRIDOR � �2�����.��- � �,�����` N0. REVISIONS DATE BY W SYSTEM RISER DETAIL PARTIAL FIRE SPRINKLER PLAN E10 KEVIN KAMM 1500 Brecknock Rd.dwg • E • E T.K. P.E., PLLC DRAWN JOBDWG. # 1 Of 2 SCALE: 3/16" = V-0" SCALE: 1/4" = 1'-0" TYLER J. KAMM BY KK I 15 DALEWOOD LN 21 3 S S I KINGS PARK, NY 11754 DATE2 7 2023 S P 1 SPRINKLER NOTES 1. THIS IS AN ALTERATION TO AN EXISTING PIPE SCHEDULE DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO NFPA 13, 2016. 2.THE INSTALLATION,COMPONENTS,SIZING,SPACING, LOCATION, POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. 3.ONLY LISTED MATERIALS WILL BE USED. 4.SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. iWOO D CONSTRUCTION ROOF 5.PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40° F. IN ALL AREAS THROUGHOUT, TYP. OF WET PIPING. 6.INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 25. 7.THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE OCCUPANCY WOODEN SLOPED ROOF NEW UPRIGHTNEW UPRIGHT CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. BAR JOISTS SPRINKLERS PARALLEL SPRINKLERS AT 8.WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS REQUIRED. WITH ROOF PEAK ROOF PEAK 9.PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, EXISTING DRY DRAINAGE FITTINGS,VALVES, HANGERS,GUARDS AND SHIELDS SHALL BE IN SPRINKLER SYSTEM ACCORDANCE WITH NFPA 13, TO REMAIN 10. STOCK OF EXTRA SPRINKLER HEADS SHALL BE FURNISHED. (REQUIRED FOR EACH MODEL AND TEMPERATURE RATING). NEW 2" NEW UPRIGHT _ _ 11. SPACING, LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE r , WITH CHAPTER 8. BRANCH LINE SPRINKLERS 12. MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER CHAPTER 8. (ELEV. 15'-6") 4 - - - - - - - 13. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13 TABLE 8.3.2.5(a&c). 14. PROVIDE DRAINS AND PITCH AS REQUIRED. _ 15. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. EXISTING 2" 16. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS BRANCH LINE II SHALL BE APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE. (ELEV. 15'-0") p a 17. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. /1L 18. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE EXISTING 3" �/� -� INVOLVED IN ACCORDANCE WITH NFPA 13. NOT IN NEW PENDENTT 0� � 19. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY CONTRACT SPRINKLER MAIN PIPE SPRINKLERS ----- -- -- PROVIDING FLUSHING CONNECTION AS REQUIRED. ACCE TO 20. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY NFPA13. _______ ______ __ AB E 21. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. --- -_------ --_----- ---- --- JA-- ------------ 22. MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFLECTOR ARE TO BE MAINTAINED. IR 4 23. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. NOT IN OPEN TO FALSE CEILING STEEL I-BEAMS CEILING 24. GATE VALVE BOX IS TO BE PROVIDED AS PER NFPA. CONTRACT ABOVE o r POCKETS 25. ALL REQUIRED SIGNS ARE TO BE PROVIDED. EXISTING RELOCATED _p N 26. SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. t 00 o PENDENT C° N PENDENT I I I RASCO F1 FR RECESSED 27. PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL(ASTM A135). SPRINKLERS pp SPRINKLER N PENDENT SPRINKLER RASCO F1 FR UPRIGHT 28. "CONTRACTOR'S MATERIAL and TEST CERTIFICATE"SHALL BE SUBMITTED TO THE FIRE MARSHAL AT THE TIME OF FINAL ACCEPTANCE TEST/INSPECTION. ASSEMBLY SPRINKLER ASSEMBLY E ECTRICAL CART COAT GRADE CORRIDOR ROOK/I STORAGE ROOMI I BAR AREA PORCH I GRADE _1=.�li_i I I-i a=i i-i i t i i i_i il-lii_T-I I rlii= iii-t1=iii=1 1=1 1=i -i n_Ti-iii=u F7' BUILDING I,- BUILDING SECTION "A'° SCALE: NTS WOOD JOIST OR BEAM WOOD JOIST /OR BEAM 1" RISER TO ALLOW SIDEWINDER SAMMY AIR VENTILATION PREFER. FROM REMOTE SCREW (SECTION 7.1.5.) BRANCH LINE GST-20 1" TEST VA. IN _ SAMMY ACCESSIBLE LOCATION FOCI _ SCREW 3/8" ALL 3/8" ALL THREAD THREAD ROD SHADED AREA--�_ ROD NOT IN CONTRACT SWIVEL RING SWIVEL RING ELL W/ CORROSION RESISTANT PIPE PIPE OUTLET EQUAL TO A SPRINKLER AREA OF WORK _ s PECONC LANDING 1500 BRECKNOCK RD. GREENPORT, NY 11944 WET PIPE INSPECTORS TEST HANGER DETAIL 1 HANGER DETAIL 2 EXISTING 4"X2#"X24" F.D.C. & ELECTRIC BELL r 9 3', �- EXISTING 3" TO SYSTEM WATERFLOW SWITCH TAX MAP INFO DISTRICT: 1000 FIRE SERVICE EXISTING 3" GRINNELL SECTION: 03500 LINE MODEL F517 RISER CHECK �� ', BLOCK: 0100 � FLOW EXISTING 6' wArrs VALVE W/ 2" DRAIN HYDRANT FLOW INFO LOT: 025 HYDRANT MODEL LF909 DATE: 11/14/22 W/ O.S.&Y. VALVES } STATIC: 68 Q EXISTING 3" BUTTERFLY VALVE STATIC RESIDUAL: 34 12 "MIN. o ® HYDRANT W/ TAMPER SWITCH FLOW: 1,496 EXISTING TAMPER o 3 TO ADDITIONAL BY: SCWA SWITCHES SYSTEM RISERS ' � 4» 4„ n8" MIN. PUBLIC WATER MAIN 8" MIN. Z Z I 2"X12"X8" 6" X 6" DRIP PAN n,�_ ¢ + ,,, EXISTING 4" CHECK VALVE D.I. FLG. 6" TO DRAIN Q ELBOW o FROM 4" X 24" X 8„ C 2j" F.D.C. BR E'CBOILER KNOCK RD I PIPE SUPPORTS (2) PIPE j" AU10 BALL DRIP ROOM a STAMPING AREA " AExTERIo BK FIRE SUPPRESSION & PECONIC LANDING N EXISTING 6 FIRE SERVICE R DRAIN " W SECURITY SYSTEMS LINE FROM PUBLIC MAIN OUTLET WITH � )"P 1500 BRECKNOCK RD SITE PLAN 4'-6" BELOW SCREEN AND } b . A DIVISION OF EMDI LTD. GRADE) DRAFT sroP ��, nGREENPORT, NY 11944 w 826 SUFFOLK AVE. BRENTWOOD, N.Y. � E SCALE: NTS ��, . �. ., •� ��p - - „ PH 631 273 2010 FAX 631 273 2939 E TION °°B°° 4'',��.�-,, 1 ���� J #C S SYSTEM RISERS C u I- FIRE SPRINKLER PLAN DETAILS LICENSE # _ SCALE SCALE: NTS ~� � RP 42815 AS NOTED N0. REVISIONS DATE BY CONTACT PERSON FILE KEVIN KAMM 1500 Brecknock Rd.dwg T.K. P.E., PLLC DRAWN JOB DWG. TYLER J. KAMM BY KK 213 # (2 Of 2) 15 DALEWOOD LN DATE SP - 2 KINGS PARK, NY 11754 2/72023 CALCULATION SUMMARY r Project Name:Peconic Landing Project Location: 1500 Brecknock Rd Contract No.:2123 City: Greenport, NY 11944 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftz) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) LIGHT HAZARD 1529.9 350.2 Required 0.118 7 14.8 13 100 11.3 54.4 i a M m Z r sa .� M '9111EER File:82123(Peconic Landing,1500 Brecknock Rd,Greenport)11500 Brecknock Rd.dwg Date 2/6/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Pagel a HYDRAULIC CALCULATIONS for Job Information Project Name:Peconic Landing Contract No.:2123 City: Greenport, NY 11944 Project Location: 1500 Brecknock Rd Date:1/19/2023 Contractor Information Name of Contractor: BK Fire Suppression&Security Systems Address: 826 Suffolk Ave City: Brentwood, NY 11717 Phone Number: (631)273-2010 E-mail: Name of Designer: KK Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location BAR AREA Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.118 Area of Application(ft2) 1529.9 Coverage per Sprinkler(ft2) 128.3 Number of Calculated Sprinklers 13 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm). 100 Total Water Required(incl.Hose Streams)(gpm) 350.2 Required Pressure at Source(psi) 54.4 Type of System Wet Volume-Entire System (gal) 492.6 gal Water Supply Information Date 11/14/2022 Location E/S COMMUNITY CENTER ROAD 825095009 Source W1 Notes File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Peconic Landing Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) t File:JA2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Peconic Landing Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 68 1496 34 Supply Analysis Node at Source Static Pressure Residual Pressure Flow pressure Available Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 68 34 1496 65.7 350.2 54.4 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 250.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 250.2 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 54.4 W1 -Flow(gpm) 250.2 Demand w/o System Pump(s) N/A File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:Peconic Landing ' Hydraulic Analysis for : 1 {7. Supply ff System Demand i Add.Out.Hose O Available At Source 90 801- 1 01I 65.7 psiQ350.2 gpm 60 --- D2 —.--------- 40 ._40 __.._..__._._._._�-- ---.—__..._._.___....,...T.____... -_„ —._..v._..� 29.199 020D130- 20- DI 0 0 500 600 700 900 900 1000 1100 1200 1300 1400 1500 1600 Flow,gpm File:JA2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Peconic Landing Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 68 S2 Supply point#2-Residual 1496 34 D1 Elevation Pressure 0 8 D2 Isystern Demand 250.2 54.4 D3 System Demand+Add.Out.Hose 350.2 54.4 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) F@-Flow (gpm) Supply 66.4 283.4 11.3 1 350.2 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 1 Overhead 124,4 5.6 0,1 12.4 7 0.182 22.7 16.4 Sprinkler 10 Overhead 125,5 5.6 0.1 12.6 7 0.125 15.7 7.9 Sprinkler 11 Overhead 102.1 5.6 0.1 10.2 7 0.162 16.5 8.7 Sprinkler 12 Overhead 126.4 5.6 0.1 12.6 7 0.147 18.5 11 Sprinkler 13 Overhead 117.3 5,6 0.1 11.7 7 0.174 20,4 13.3 Sprinkler 2 Overhead 128.3 5.6 0.1 12.8 7 0.165 21.2 14.3 Sprinkler 3 Overhead 124.4 5.6 0.1 12.4 7 0.179 22,3 15.8 Sprinkler 4 Overhead 125.7 5.6 0.1 12.6 7 0.169 21.2 14.4 Sprinkler 5 Overhead 125.7 5.6 0.1 12.6 7 0.118 14,8 7 Sprinkler 6 Overhead 95.1 5.6 0.1 9.5 7 0.166 15.8 8 Sprinkler 7 Overhead 83,6 5.6 0.1 8.4 7 0.221 18.5 10,9 Sprinkler 8 Overhead 125.7 5.6 0.1 12.6 7 0.17 21.4 14.5 Sprinkler 9 Overhead 125,7 5.6 0.1 12.6 7 0.168 21.1 14.2 Sprinkler File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:.Peconic Landing Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. - Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiv, gpm ft psi psi ft gpm gpm/ftz psi gpm 5 Overhead Sprinkler 5.6 14.8 125.7 7 7 14 HEAD Open 2.2 0.118 -8 12.6 10 Overhead Sprinkler 5.6 15.7 125.5 7.9 7 9.17 HEAD Open 3.2 0.125 -5.9 12.6 11 Overhead Sprinkler 5.6 16.5 102.1 8.7 7 9.17 HEAD Open 6.3 0.162 -5.9 10.2 6 Overhead Sprinkler 5.6 15.8 95.1 8 7 9.17 IHEAD Open 6.3 0.166 -5.9 9.5 12 Overhead Sprinkler 5.6 18.5 126.4 11 7 9.17 HEAD Open 5.9 0.147 -5.9 12.6 7 Overhead Sprinkler 5.6 18.5 83.6 10.9 7 9.17 HEAD Open 10.1 0.221 -5.9 8.4 2 Overhead Sprinkler 5.6 21.2 128.3 14.3 7 9.17 IHEAD Open 8.4 0.165 -5.9 12.8 9 Overhead Sprinkler 5.6 21.1 125.7 14.2 7 14 HEAD Open 8.6 0.168 -8 12.6 4 Overhead Sprinkler 5.6 21,2 125.7 14.4 7 14 HEAD Open 8.7 0.169 -8 12.6 8 Overhead Sprinkler 5.6 21.4 125.7 14.5 7 14 HEAD Open 8.8 0.17 -8 12.6 13 Overhead Sprinkler 5.6 20.4 117.3 13.3 7 8.5 HEAD Open 8.7 0.174 -5.6 11.7 3 Overhead Sprinkler 5.6 22.3 124.4 15.8 7 9.17 HEAD Open 9.8 0.179 -5.9 12.4 1 Overhead Sprinkler 5.6 22.7 124.4 16.4 7 9.17 HEAD Open 10.3 0.182 -5.9 12.4 116 Node 7.4 15.25 NODE -8.6 107 Node 7.6 15.25 NODE -8.6 103 Node 10.9 15.25 NODE -8.6 112 Node 11 15.25 NODE -8.6 101 Node 12.1 15 NODE -8.4 100 Node 12.3 15 NODE -8,4 068 Node 15.3 15.5 NODE -8.7 067 Node 15.3 15.5 NODE -8.7 065 Node 15.6 15.5 NODE -8.7 030 Node 16.1 15.5 NODE -8.7 029 Node 16.1 15.5 NODE -8.7 004 Node 16.2 10.5 NODE -6.5 File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Peconic Landing Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm 027 Node 16.3 15.5 NODE -8.7 060 Node 20 10.5 NODE -6.5 009 Node 20 10.5 NODE -6.5 011 Node 20.7 10.5 NODE -6.5 018 Node 39 3.5 NODE -3.5 019-0 Node 39 3.5 NODE -3.5 019-I Node 39 3.5 NODE -3.5 020-0 Node 39 3.5 NODE -3.5 020-I Node 50.5 3.5 NODE -3.5 021-0 Node 50.5 3.5 NODE -3.5 021-I Node 50.5 3.5 NODE -3.5 023 Node 54.1 -4.5 NODE 0 w1 Supply 250.2 54.4 -4.5 SUPPLY 0 File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 5 14 5.6 14.8 1lx(us.Tee-Br)=5 8.01 120 7 107 15.25 14.8 1,049lx(us,90)=2 7 0.0744 -0.5 15.01 1.1 107 15.25 15.8 1 lx(us.Tee-Br)=5 6.5 120 7.6 103 15.25 30.6 1.049 5 0.2857 0 11.5 3.3 103 15.25 18.5 1.25 lx(us.Tee-Br)=6 0.25 120 10.9 101 15 49.1 1.38 6 0.1801 0.1 6.25 1.1 101 15 0 2 10.33 120 12.1 100 15 49.1 2.157 0 0.0205 0 10.33 0.2 100 15 50.8 2 2x(us.90)=12.31 13 120 12.3 004 10.5 99.9 2.157 12.31 0.0762 1.9 25.31 1.9 004 10.5 20.4 2 lx(us.Tee-Br)=12.31 23.5 120 16.2 009 10.5 120.3 2.157 12,31 0.1075 0 35.81 3.9 009 10.5 64.6 3 20.89 120 20 011 10.5 184.9 3,26 0 0.0319 0 20.89 0.7 011 10.5 65.3 3 7x(us.90)=65.85 207.11 120 20.7 018 3.5 - 250.2 3.26 65.85 0.0558 3 272.97 15.2 018 7-3.5 0 4 3.63 120 39 019-0 3.5 250.2 4.26 0 0.0152 0 3.63 0.1 019-0 3.5 0 6 0.88 39 Gate A2360 019-I 3.5 250.2 0 0 0.0035 0 *** 0.88 0 019-I 3.5 0 6 0.5 120 39 020-0 3.5 250.2 6.357 0 0.0022 0 0.5 0 020-0 3.5 0 6 0.5 39 Watts Series 020-I 3.5 250.2 0 0 23.0029 0 909 RPZ 0.5 11.5 *** 020-I 3.5 0 6 0.12 120 50.5 021-0 3.5 250.2 6.357 0 0.0022 0 0.12 0 021-0 3.5 0 6 0.88 50,5 Gate A2360 021-I 3.5 250.2 0 0 0.0035 0 *** 0.88 0 021-I 3.5 0 6 2x(us.90)=35.21 9 120 50.5 023 -4.5 250.2 6.357 35.21 0.0022 3,5 44.21 0.1 023 -4.5 0 6 200 140 54.1 W1 -4.5 250.2 6.4 0 0,0016 0 2001 10.3 W 1 54.4 File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 10 9.17 5.6 15.7 13x(us.90)=6 19.67 120 7.9 116 15.25 15.7 1.049 6 0.0831 -2.6 25.67 2.1 116 15.25 16.5 1 lx(us.Tee-Br)=5 6.5 120 7.4 112 15.25 32.3 1.049 5 0.3143 0 11.5 3.6 112 15.25 18.5 1.25 lx(us.Tee-Br)=6 0.25 120 11 100 15 50.8 1.38 6 0.1917 0.1 6.25 1.2 100 12.3 Path No: 3 6 9.17 5.6 15.8 13x(us.90)=6 20.5 120 8 107 15.25 15.8 1.049 6 0.084 -2.6 26.5 2.2 107 7.6 Path No: 4 11 9.17 5.6 16.5 l lx(us.Tee-Br)=5 7.34 120 8.7 116 15.25 16.5 1.049lx(us.90)=2 7 0.0911 -2.6 14.34 1.3 116 7.4 Path No: 5 7 9.17 5.6 18.5 1 lx(us.Tee-Br)=5 12.29 120 10.9 103 15.25 18.5 1.049 3x(us.90)=6 11 0.112 -2.6 23.29 2.6 103 10.9 Path No: 6 12 9.17 5.6 18.5 1 lx(us.Tee-Br)=5 12.65 120 11 112 15.25 18.5 1.049 3x(us.90)=6 11 0.1128 -2.6 23.65 2.7 112 it Path No: 7 13 8.5 5.6 20.4 l lx(us.Tee-Br)=5 19.98 120 13.3 004 10.5 20.4 1.049lx(us.45)=1 8 0.1346 -0.9 lx(us.90)=2 27.98 3.8 004 16.2 File:J:12123(Peconic Landing, 1500 Brecknock Rd,Greenport)11500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor. total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 9 14 5.6 21.1 1 lx(us.Tee-Br)=5 7.11 120 14.2 065 15.5 21.1 1.049lx(us.90)=2 7 0.1436 -0.6 14.11 2 065 15.5 43.5 2 lx(us.Tee-Br)=12.31 40.93 120 15.6 060 10.5 64.6 2.157 2x(us.90)=12.31 24.61 0.034 2.2 65.541 12.2 060 10.5 0 3 4.61 120 20 009 10.5 64.6 3.26 . 0 0.0045 0 4.61 0.0 009 20 Path No: 9 2 9.17 5.6 21.2 1 lx(us.Tee-Br)=5 19 120 14.3 068 15.5 21.2 1.049 lx(us.90)=2 7 0.1444 -2.7 26 3.8 068 15.5 0 2 1 120 15.3 067 15.5 21.2 2.157 0 0.0043 0 11 0 067 15.5 22.3 2 17.12 120 15.3 065 15.5 43.5 2.157 0 0.0163 0 17.12 0.3 065 15.6 Path No: 10 4 14 5.6 21.2 1 lx(us.Tee-Br)=5 9.24 120 14.4 029 15.5 21.2 1.049lx(us.90)=2 7 0.145 -0.6 16.24 2.4 029 15.5 22.7 2 10.33 120 16.1 027 15.5 43.9 2.157 0 0.0166 0 10.331 10.2 027 15.5 21.4 2 lx(us.Tee-Br)=12.31 40.93 120 16.3 011 10.5 65.3 2.157 2x(us.90)=12.31 24.61 0.0347 2.2 65.54 2.3 011 20.7 Path No: 11 8 14 5.6 21.4 l lx(us.Tee-Br)=5 9.24 120 14.5 027 15.5 21.4 1.049lx(us.90)=2 7 0.1464 -0.6 16.24 2.4 027 16.3 Path No: 12 3 9.17 5.6 22.3 1 lx(us.Tee-Br)=5 7.38 120 15.8 067 15.5 22.3 1.049lx(us.90)=2 7 0.1582 -2.7 14.37 2.3 067 15.3 File:J:\2123(Peconic Landing, 1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Peconic Landing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factdr 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 1 9.17 5.6 22.7 1 ix(us.Tee-Br)=5 7.5 120 16.4 030 15.5 22.7 1.0491x(us.90)=2 7 0.1639 -2.7 14.5 2.4 030 15.5 0 2 6.78 120 16.1 029 15.5 22.7 2.157 0 0.0049 0 6.781 10.0 029 16.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.98 ft/s occurs in the following pipe(s): (112-116) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Peconic Landing Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 7s si @ 350.2 gpm(250.2 gpm+100 gpm add.out.hose) 65 60 55- 50 C. 45 ai 7 40 N y 35 - CL 30- 25 20 15- 10- 5- 01 51050 0 0 0 0 0 0 0 0 0 a N M R Vl �D h o0 CT O Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 152 (Watts Series 909 RPZ, Size = 6); Inlet Node: 020-I; Outlet Node: 020-0 18.25 17.25 16.25 15.25 14.25 13.25 11.5 psi @ 250.2 gpm 12.25 U) 11.25-':— - - – 10.26 U) 9.2 N 8.25:-- a 7.2 6.2 5.2 4.2 3.2 2.2 1.2 0.251 00 0 0 0 0 0 0 0 0 0 N N d0' v'^i b w O M Flow,gpm File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:Peconic Landing Device Graphs V Pressure Loss Function Design Area: 1; Valve Ref.: 151 (Gate A2360, Size = 6); Inlet Node: 021-I; Outlet Node: 021-0 y 0.766 C. d 7 N N 4) a 0.266 0 0 0 0 0 0 � N M V vii v°Oi Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 153 (Gate A2360, Size = 6); Inlet Node: 019-I; Outlet Node: 019-0 "y 0.766 a a► N N f CL 0.266 0 0 0 0 0 N M d' n v1 Flow,gpm File:J:\2123(Peconic Landing,1500 Brecknock Rd,Greenport)\1500 Brecknock Rd.dwg Date 2/6/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 14 JOHNSON CONTROLS CONTACTS r Sales Represent ative Drawin gs Pry red KEVIN QUIGLEY 0 TOMASZ ORZECHOWSKI TOMASZ.I.ORZECHOWSKI@JCI.COM KEVIN.QUIGLEY@JCI.COM 'i9 L�_:,177_ V1 -404-1013 -1047 PHONE:631 PHONE:631404 4A Drawings Reviewed By z MICHAEL DOLOJAN F E I L1,4, R� �z,,Fliql"I on nzs"c n v ` F:3 MICHAEL.DOLOJAN@JCI.COM C 0 a-U. Co nL PHONE:631404-1032 0 N C C 0 DRAWING WIDE'. LEGENDS APPLICABLE CODES & STANDARDS .;: t,z a-'U!:! JURISDICTIONS WITHIN THE STATE MAY HAVE AMENDMENTS TO THE STATE CODE.CHECK 00M 0 — a> S2 >- WITH THE LOCAL JURISDICTION AUTHORITY FOR MORE DETAILS, _t< FIRE ALARM SYMBOL LEGEND W �.,CL 2 ii- PROJECT DIRECTORY WIRE <LU i!QTY SYMBOL .DESCRIPTION BRAND MODEL BAC OX 2020 NEW YORK STATE BUILDING CODE Sheet List Tahle TYPE 2020 NEW YORK STATE RESIDENTIAL CODE site Johnson Controls District- 199 Sheet Number Sheet Title INITIATING DEVICES 2020 NEW YORK STATE EXISTING BUILDING CODE 2020 NEW YORK STATE FIRE CODE PECONIC LANDING ADDRESSABLE PHOTOELECTRIC FA-001 INFORMATION PAGE SMOKE SENSOR W1 STANDARD SIMPLEX 4098-9714 HEAD M 7 - - 4"OCT,1-1/2"D 2020 NEW YORK STATE PLUMBING CODE 1500 BRECKNOCK ROAD 35 ARKAY DRIVE BASE 4098-9792 BASE GREENPORT,NY 11944 HAUPPAUGE,NY 11788 PARTIAL 1ST FLOOR DEVICE PLACEMENT PLAN AND 2020 NEW YORK STATE MECHANICAL CODE M FA-101 EXISTING ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR W/ SIMPLEX 4098-9714 HEAD PHONE: 631404-1000 RISER DIAGRAM 4 4"OCT,1-1/2"D 2020 NEW YORK STATE FUEL GAS CODE (DEX STANDARD BASE 4098-979�BASE FAX: 631-514-0189 ....... .. ........ .............- ---------------_-_-------- 2020 NEWYORK STATE PROPERTY MAINTENANCE CODE SERVICE:631-404-1000 SIMPLEX 4098-9733 HEAD M ADDRESSABLE STANDARD HEAT SENSOR W,STANDARD BASE 4"OCT, 1-1/2"D 2020 NYS DOS ASC UNIFORM CODE 4098-9792 BASE 2020 UNIFORM CODE SUPPLEMENT 4"SQ,2-1/8"D W/ SINGLE GANG M 2 RF ADDRESSABLE SINGLE ACTION MANUAL PULL STATION SIMPLEX 4099-9004 NFPA 72,2016 EDITION Engineer Of Record Installer SITE PLAN i COVER NATIONAL ELECTRIC CODE(NFPA 70 2017 EDITION TOMASZ STACHYRA P.E. JOHNSON CONTROLS EXR EXISTING RELOCATED ADDRESSABLE SINGLE ACTION MANUAL PULL 4"SQ,2-1/8"D W1 SINGLE GANG M 1 SIMPLEX 4099-9004 95 LEONA CT FIRE PROTECTION LP ED STATION COVER ........... LEVITTOWN,NY 11756 35 ARKAY DR EX 4"SQ,2-1/8"D W/ SINGLE GANG M F_F� - PHONE:646-248-8262 PHONE:HAUPPAUGE,NY 11788 EXISTING ADDRESSABLE SINGLE ACTION MANUAL PULL STATION SIMPLEX 4099-9004 COVER OCCUPANCY TYPE(S): SPRINKLER PROTECTION: FAX:LIC.#12000327945 1-2 INSTITUTIONAL GROUP BUILDING IS FULLY SPRINKLERED < NOTIFICATION APPLIANCES LIC. BY THE N.Y.S. DEPT.OF STATE #W # CONVENTIONAL MULTI CANDELA SPEAKER/STROBE,WALL MOUNT, S 4"SQ.1-1/2"D W/1-1/2"EXT RING JOHNSON CONTROLS FIRE PROTECTION LP 2 SIMPLEX 4906-9151 I,` RED,CLEAR LENS,FIRE,#=CANDELA.#W=WATTAGE V > NYS(LIC.) UNIQUE ID#: 12000327945 4W S # EXISTING CONVENTIONAL MULTI-CANDELA SPEAKERISTROBE WALL 4"SO.1-1/2"D W/1-1/2"EXT RING SIMPLEX 4906-9151 MODIFY EXISTING FIRE ALARM SYSTEM: PROVIDE NEW DEVICES,RELOCATE AND DEMO EXISTING DEVICES AS SHOWN ON DRAWINGS. EXPIRATION DATE:02/05/2024 U_ EX MOUNT,RED,CLEAR LENS,FIRE,t--CANDELA.#W=WATTAGE V AREA OF WORK ALL NEW WIRING TO BE CLASS B. sr THE EXISTING FIRE ALARM SYSTEM SHALL NOT BE DISCONNECTED OR TAKEN OUT OF SERVICE WITHOUT WRITTEN PERMISSION FROM THE OWNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER THE TIMING OF ANY EXISTING FIRE ALARM SYSTEM DEMOLITION WORK. ACCEPTABLE `< CABLETYPES SYSTEM SEQUENCE OF OPERATIONS FIRE ALARM WIRE LEGEND W EL : Z CIRCUIT DESCRIPTION CONSTRUCTION GAUGE CIRCUIT PROPERTIES I- 10 U 60pF MAX TOTAL LINE M IDNET UTP SOLID 18 AWG X X CAPACITANCE 10 2 30pf,fft.MAX CAPACITANCE X X S AUDIO-SPEAKER UTP SOLID 18 AWG 0 RECOMMENDED 0 5 L 6: V VISUAL 2 COND.SOLID 14 AWG Is i 7,4 z Z) ��r LL 0 z U) < U) < EX EXISTING EXISTING EXISTING : < < U, -, " :" : z< > L LU of (D CONDUIT SIZE MAX CONDUCTOR AREA CONDUIT SIZE MAX CONDUCTOR AREA LU 10 J © : , (.9 0 Ul n M z: < < M z U., 1/2' W 0.122 SO.INCH* 1-114" i 0,598 SQ INCH* < L 3/4* 0.213 SQ INCH* 1-1/2' 0.814 SQ INCH' 0 5 0 =5 0 Z) Lal- I C1 V 0.346 SQ INCH. 2" 1.342 SO NCH* < U) W LU W UJ W W LU UJ W : LIJ : UJ C"I 40%CONDUIT FILL PER Ncr .E.C. STP SHIELDED TWISTED PAIR tl- tR !�E t� "1 6;1 OW 0. LOU LOU 0 0 11 RE RD -0 W 00 co W W CD :�) =,:n n �= C-3 U 0 U U q U C� < < < W : CN FN ITEMS SUCH AS CAPACITANCE BETWEEN CONDUCTORS AND WIRE GAUGE CAN BE CRUCIAL TO THE CIRCUIT DESIGN OF THIS SYSTEM < < < FE ZD U_ INSTALLATION,THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR SELECTING AND INSTALLING CABLE MANUFACTURER AND MODEL CTRL UNIT ANNUNCIATION 11 NOTIFICATION FIRE SAFETY CONTROL THAT MEETS OR EXCEEDS THE ABOVE REQUIREMENTS.RECOMMENDED CABLE MANUFACTURERS AND MODEL NUMBERS ARE AVAILABLE SYSTEM INPUTS A 13 C D E F !I G H I J � K L M N 0 P 0111 S T U V UPON REQUEST. 11 SMOKE SENSORIDETECTOR X X X xix ' XX ' CU 2 MANUAL PULL STATION X X :: I X X X X X Tcs xi 3 HEAT SFNSOR/DETECTOR X X � �i XX � X X : E 4 FIRE ALARM AC POWER FAILURE Xx X X X X ; 5 FIRE ALARM SYSTEM LOW BATTERY X � X .............----- --- 6 OPEN CIRCUI F OR GROUND FAULT X X X 7 CLASS B NOTIFICATION CIRCUIT(NAC)-SHORT X : xI : X : 0 -C FIRE MARSHAL'S STAMP C 3,01 IM01 .0 GENERAL. k, OTES ELEVATiON DETAILS (SCALE: 3/32 > W z 0 1. THESE DRAWINGS DEPICT GENERAL LOCATIONS OF LIFE SAFETY EQUIPMENT&FIELD DEVICES,EXACT ROUTING OF CONDUITS IS TO BE DETERMINED IN THE FIELD BYTHE INSTALLING CONTRACTOR TO SUIT CONDITIONS. ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. (A 2. SHOULD ANY CONDITIONS EXIST THAT DIFFER FROM WHAT IS INDICATED ON THESE DRAWINGS WHICH CAUSE MAJOR DEVIATIONS IN THE WORK SHOWN,THE CONTRACTOR SHALL CONTACT JOHNSON CONTROLS IN A TIMELY MANNER SO AS NOT TO IMPAIR THE CONSTRUCTION SCHEDULE. W 3. CONTRACTOR IS RESPONSIBLE FOR MAKING AND OBTAINING APPROVAL FOR ALL NECESSARY ADJUSTMENTS IN M 0 CIRCUITING AS REQUIRED TO ACCOMMODATE THE RELOCATION OF EQUIPMENT AND/OR DEVICES WHICH ARE 0 AFFECTED BY ANY AUTHORIZED CHANGE,ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. RM DRAWINGS SHALL BE AT THE JOB SITE AND SHALL BE USED FOR 4. A STAMPED SET OF APPROVED FIRE ALA W INSTALLATION. 5, THE POWER CIRCUIT TO THE FACP AND TO THE FIRE ALARM POWER SUPPLIES SHALL BE ON A DEDICATED 120V,20A BRANCH CIRCUIT BREAKER,AND SHALL HAVE A RED MARKING,LOCK-ON PROVISION AND SHALL BE IDENTIFIED AS"FIRE 0 ALARM CIRCUIT CONTROL." THE LOCATION OF THE CIRCUIT DISCONNECT MEANS(CIRCUIT BREAKER)SHALL BE U.J he PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL UNIT. Ln 6. UPDATE THE AS-BUILT DRAWING SET DAILY WITH JOB PROGRESS. RETURN THE AS-BUILT DRAWING SET TO JOHNSON h. CONTROLS NO LATER THAN 7 DAYS AFTER FINAL TEST. PECONIC LANDING PUB EXISTING NIC EXISTING NIC WORKMANLIKE MANNER. 7. THE CONTRACTOR WILL MAINTAIN ALL AREAS OF THE BUILDING IN A NEAT AND DINING & DO NOT APPLY POWER EXCEPT IN THE PRESENCE OF A FACTORY TRAINED JOHNSON CONTROLS TECHNICAL REPRESENTATIVE. -- ----- �F 6EARI?4ELFVA110N 9. ANY'SMOKE DETECTOR HEAD INSTALLED BEFORE THE BUILDING IS CLEANED AND ACCEPTED SHALL BE COVERED TO -4-- — —— — —— PROTECT FROM DUST. ANY FALSE ALARMS DUE TO DIRT CONTAMINATED HEADS SHALL BE THE RESPONSIBILITY OF THE FIRE ALARM INSTALLER. L= all"FIT .................. 10. THE FIRE ALARM INSTALLER WILL MAINTAIN THE FIRE RESISTANCE INTEGRITY OF ALL WALL,CEILING,AND ROOF I LA U'> ................. .............. ASSEMBLIES ANY TIME THAT WORK IS NOT ACTIVELY BEING PERFORMED. 92 T 11. INSTALLATION OF DEVICES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POWER LIMITED AND 1500 BRECKNOCK ROAD NON-POWER LIMITED FIELD WIRING MUST BE INSTALLED WITHIN THE FACP ENCLOSURE IN ACCORDANCE WITH GREENPORT, NY 11944 ELECTRICAL CODES.REFER TOAPPLICABLE CODES&STANDARDS' C=) MANUFACTURER'S INSTRUCTIONS AND APPLICABLE FOR SPECIFIC CODE REFERENCES. ...... :::::...:.::..:.r. ----------- 12. ALL WIRING SHALL BE INSTALLED ACCORDING TO APPLICABLE ELECTRICAL CODES, .......................................... .......... �2 APPLICABLE ELECTRICAL CODES. MARK ALL FIRE 11 FIRE ALARM CIRCUITS SHALL BE IDENTIFIED IN ACCORDANCE WITH APP FOR APPROVAL 6 (INTEMR) W 1- ALARM WIRES IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODE SECTIONS FOR POWER LIMITED AND NON-POWER z DRAWN BY: T.ORZECHOWSKI LIMITED WIRE. 1= 14 FIRE ALARM CABLE INSTALLED IN DUCTS,PLENUM,AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE CHECKED BY: M.DOLOJAN FPLP, 15. FIRE ALARM CABLE INSTALLED IN THE VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR OR CABLES EXISTING STRUCTURE ISSUE DATE: 12/22/22 INSTALLED IN VERTICAL RUNS IN SHAFTS SHALL BE TYPE FPLR. NEW PORCH&TERRACE ADDITION JOB#: 1& FIRE ALARM CABLE INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE UL LISTED FOR WET BUILDING SECTION @ PUB AND PORCH ADDITION PROJECT#: 119:650274622 LOCATIONS. JOHNSON CONTROLS @ 2022 17. FIRE ALARM CIRCUITS EXTENDING BEYOND ONE BUILDING AND RUN OUTDOORS SHALL BE INSTALLED IN ACCORDANCE SYSTEM: APPLICABLE ELECTRICAL CODES,WHERE APPLICABLE. FIRE ALARM SYSTEM 18. ALL WIRING,INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS. % ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE. SHEET: 20, ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT. 21. 120VAC IS NOT PERMITTED IN THE SAME CONDUIT WITH LOW VOLTAGE WIRING, 22. MAINTAIN MAXIMUM CONDUIT FILL RATIO AS PER APPLICABLE ELECTRICAL CODES REQUIREMENTS. 23. EXISTING CONDUITS MAY BE USED BY THE INSTALLATION CONTRACTOR AS DEEMED NECESSARY;HOWEVER,ANY INFORMATION PAGE EXISTING CONDUIT WILL BE USED ONLY IF CONDUITS MEET CURRENT STANDARDS AND CODES.JOHNSON CONTROLS MAKES NO STATEMENTS WRITTEN OR VERBAL ASTO THE CONDITION OF EXISTING CONDUITS. inU < IMPORTANT NOTICE TO USER:This information may not be sold or transferred to any third party,used on other projects or additions to the Flid r V r C, V 4h project for which it was prepared,or used for completion of this project by any third party. Johnson Controls disclaims all liability for the use or reuse of altered files by the user or any third party and such use vAll be a user's sole risk, User shall,to the fullest extent permitted by law, FA-001 defend,indemnify,and hold Johnson Controls harmless from any and all claims for loss,damage or injury arising directly or indirectly from any co such unauthorized use. Johnson Controls 2022.All rights reserved.Reuse,copying,modification or alteration of the drawings and other information contained herein is strictly prohibited. GENERAL NOTES: 1. ALL CEILINGS ARE ASSUMED TO BE VA.F.F.,SMOOTH CONSTRUCTION UNLESS NOTED OTHERWISE, 2. TAP ALL SPEAKERS AT 1W UNLESS NOTED OTHERWISE. FIRE ALARM SYMBOL LEGEND 3. SET ALL SPEAKER VOLTAGE JUMPERS TO THE 70.7V SETTING. WIRE QTY SYMBOL DESCRIPTION BRAND MODEL BACKBOX 4. ALL NOTIFICATION APPLIANCE CANDELA INTENSITY PLUGS SHALL RETAIN THEIR ccl l�2 TYPE FACTORY SETTING OF"FACP"UNLESS OTHERWISE DIRECTED BY THE AUTHORITY 4 4 INITIATING DEVICES HAVING JURISDICTION. i - - .. ��� - .1- - . — .. co(ID M 5. THE DEVICE ADDRESSES INDICATED ON THESE DRAWINGS ARE AN (A ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR W/STANDARD SIMPLEX 4098-9714 HEAD 7 — ----...................... 4'OCT,1-1/2"D ACCEPTABLE Q BASE 4098-9792 BASE ALPHANUMERIC DESCRIPTION OF WHICH CIRCUIT THE DEVICE IS LOCATED ON. z CABLE DEVICES MAY BE ASSIGNED A DIFFERENT NUMBER WITHIN THE PANEL PROGRAM. 0 k 4098-9714 HEAD M X:< EXISTING ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR W1 SIMPLEX 0 4 4"OCT,1-1,12"D IL U CONSULT WITH A JOHNSON CONTROLS TECHNICIAN BEFORE APPLYING A (DEX STANDARD BASE 4098-9792 BASE FIRE ALARM IfJIRE LEGEND PHYSICAL LABEL TO ANY DEVICES. 0 SIMPLEX 14098-9733 HEADM 1 ADDRESSABLE STANDARD HEAT SENSOR W/STANDARD BASE 4"OCT,1-1/2"D 4098-9792 BASE CIRCUIT DESCRIPTION CONSTRUCTION GAUGE CIRCUIT PROPERTIES cL a- I u- 4"SQ,2-1/8"D W/ SINGLE GANG M U. U- 2 ADDRESSABLE SINGLE ACTION MANUAL PULL STATION 4099-9004 0 ED COVER 60pF MAX TOTAL LINE M IDNET UTP SOLID 18AWG x X EXR EXISTING RELOCATED ADDRESSABLE SINGLE ACTION MANUAL PULL 4"SQ,2-1/8"D W/ SINGLE GANG M CAPACITANCE 099-9004 SIMPLEX 4099-9004 COVER :>z 30pf/ft.MAX CAPACITANCE S AUDIO-SPEAKER UTP SOLID 18 AWG x X EX 4"SQ,2-1/8"D W/ SINGLE GANG M RECOMMENDED EXISTING ADDRESSABLE SINGLE ACTION MANUAL PULL STATION SIMPLEX 4099-9004 RISER NOTES: Q< El - COVER VISUAL 2 COND.SOLID 14 AWG X X 1. RISER IS A DIAGRAMMATICAL REPRESENTATION OF THE <�D(LIS NOTIFICATION APPLIANCES ------ (=k M,x-w EX !EXISTING EXISTING EXISTING :: SYSTEM ARCHITECTURE IN BUILDING CROSS SECTION.IT IS #W CONVENTIONAL MULTI CANDELA SPEAKER/STROBE WALL MOUNT, S 2 SIMPLEX 4906-9151 4"SQ.1-112"D W/1-1/2"EXT RING NOT INTENDED TO REPRESENT ACTUAL WIRE RUNS,PANEL RED,CLEAR LEMS,FIRE,#=CANDELA.#W=WATTAGE V CONFIGURATIONS OR PENETRATIONS.REFER TO FLOOR CONDUIT SIZE MAX CONDUCTOR AREA CONDUIT SIZE MAX CONDUCTOR AREA #WE] # EXISTING CONVENTIONAL MULTI-CANDELA SPEAKER/STROBE WALL S SIMPLEX 4906-9151 4"M 1-1/2"D W/1-1/2"EXT RING 1/2' 0.122 SQ.INCH* 1-1/4" 0.598 SQ INCH* PLANS AND PANEL DETAILS FOR CIRCUIT ROUTING AND MOUNT,RED,CLEAR LENS,FIRE,#=CANDELA,#W=WATTAGE V EX CONFIGURATION INFORMATION. ----------- ................................ .................... 314- 0.213 SQ INCH* 1-112" 0.814 SQ INCH* ................... 2. ALL WIRING SHALL COMPLY WITH APPLICABLE ELECTRICAL 0.346 SQ INCH* 2- 1.342 SQ INCH* CODES.REFER TOAPPLICABLE CODES&STANDARDS'ON 40%CONDUIT FILL PER N.E.C. STP SHIELDED TWISTED PAIR SHEET FA-001 FOR SPECIFIC CODE REFERENCES. ITEMS SUCH AS CAPACITANCE BETWEEN CONDUCTORS AND WIRE GAUGE CAN BE CRUCIAL TO THE CIRCUIT DESIGN OF THIS SYSTEM a INSTALLATION.THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR SELECTING AND INSTALLING CABLE MANUFACTURER AND MODEL 0 ® THAT MEETS OR EXCEEDS THE ABOVE REQUIREMENTS.RECOMMENDED CABLE MANUFACTURERS AND MODEL NUMBERS ARE AVAILABLE UPON REQUEST. IT LIC. BY THE N.Y.S. DEPT.OF STATE o JOHNSON CONTROLS FIRE PROTECTION LP NYS(LIC.) UNIQUE ID#: 12000327945 EXPIRATION DATE:02/OS/2024 LO TERRACE aPEN TO cs OUTSIDE CL rs as AREA OF WORK 2 DINING 51 M144 M146 Ml-45 SN EF M1-47 F .2 - 1W ......................... V1-2 75 S1-2 E > n < Uj U- 0 M149 M148 BAR .2 V, > a) Z cr 0 cn all Ml-51 LU 0 EX EX MI-50 U) LLj 0 !!CLOSET -j -- I COATS I Lu �Ie Ml-54 EX ............ STORAGE 1W:'V' 15 PECON19C LANDING PUB 4 A03 DINING M1-55 WALKERS/ M1-52 SCOOTERS 1W S PECO IC LANDING 73: V1-3 LOOP IN TO EXISTING SPEAKER CIRCUIT 1500 BRECKNOCK ROAD 15 SI-3 S 1W . 15 1W 75 GREE PORT, NY 11944 M1-53 EXIST. ELEC. C*4 COATS LOOP IN TO EXISITNG STROBE CIRCUIT cS Al-22B SEXE08FOR APPROVAL M1-56 Lv DRAWN BY: T.ORZECHOWSKI CL EXISTING CHECKED BY: M.DOLOJAN EXR 5 1w PAl-57 HALLWAY < EX ISSUE DATE: 12/22/22 C)EX EX M JOB#: MI-58 FROM NEAREST EXISTING ADDRESSABLE DEVICE ON M1EX EX EX EXR EX PROJECT#: 119:650274622 JOHNSON CONTROLS @ 2022 -Z� SYSTEM: Flr,,'E ALARM SYSTEM 1 ST FLOOR 'IST FLOOR SHEET: PARTIAL I ST FLOOR DEVICE PLACEMENT PLAN AND RISER DIAGRAM N U PAR IAL I ST FLOOR RISER DIAGRAM 5 SCALEKT.S. r 1W 15f 1W 75::� PAR"I"IAL 1ST FLOOR DEVICE PLACEMENT PLAR, =X SCALEA18" — 1 -Q SCALE:1/8" V-0" IN FEET FA-101A 00 0 4' 8' 16' Johnson Controls 2022.All rights reserved,Reuse,copying modification or alteration of the drawings and other information contained herein is strictly prohibited. (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E)aSnNG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERE'TION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL.SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTTUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTIUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 114101 ° tel. 651.727.2503 fax. 631.727.0144 N 0�N admin®youngengineering.com W -..- Via'; G ��\ Howard W. Young, Land Surveyor :` Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer sw Robert G. Tost, Architect k` PROJECT 1 x 51 TE FEM �.H y eel LANDiNT; ,. p SOUTHOLD / k r P� £a MAIN ROAD (N.Y.S. RTE 25) 0 z W Z _ n N� y m ------------z KNAPP PI_AC X ED I.TC N �Lr,: .�•... ,''P`:_`:t.. E.)..�.,"s i,��•,?fes`' (177 LOCATION MAP MU4}p1-IlonAq— Suffolk County Department of I Iealth Services Approval for Construction-Other Than Single Family U;t hr Reference No,-- C-21-(5Design Flow ,7Ny GfV Use(s) cQnnn%-unit --&,1e,— These plans have been reviewed for general conformance with Suftulk County Department of Health Services standards, relating to water supply and sewage disposal. Regardless of any omissions, \\ inconsistencies or lack of detail, construction is required to be in \\ V�IETLANDS %! I accordance with the attached permit conditions and applicable ;- I standards,unless specifically waived by the Department.This approval \\\ S ;!j �I expires 3 years from the approval date,unless extended or renewed. \\ N. Approval Date Reviewer corn r Cp-+6ei- c .nlh3 a C /(DO Lncicc,- JeQ4fj I I I \\ EXISTING i ENGINEER'S CERTIFICATION BRUSH \ J �/ ' C- r IV ' HOWARD W. YOUNG, N.Y.5. L.5. NO. 458ci5n \\ ° THOMAS G. WOLPERT, N.Y.5. .Y P.E. NO. 61483 .',m�{tea � ;�R•.�.�. 0 DOUGLA5 E. ADAMS, N.Y.5. P.E. NO, 808417 a \ i To i s \\ SURVEYOR'S CERTIFICATION EXISTING N \\ TREES EXISTING BRUSH LANDSCAPING 0© y p BY OTHERS .\�� \\ SG�%N\ NEW CONCRETE \\ RETAINING WALL \ NEW CONCRETE HOWARD W. YOUNG, N.Y. . L.5. NO. 45803 \\\ LANDSCAPING WALKWAY BY OTHERS LIFE CARE COMMUNITY PROPOSED TERRACE PUB DINING PROJECT '� � , f o r - - - - - - - - - - - - - �{ PECONIC LANDING AT 5OUTHOLD 35.8 � 2 1/2 STORY APARTMENT«`� `` c.� at Green ort, Town of Southold M u. � i •- , :`• . ; Suffolk Count New York N DINING TERRACE PROPOSED l 8U I LD I NG '' ` , °�; ,' y- N COVERED AL I&NM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- PORCH ; ". ENT PLAN o � N 3 d?• i County Tax Map District 1000 Section 055 Block OI Lot 25 O � � J 33.0' i MAP PREPARED JAN. 21T, 2021 i Record of Revisions REVISION DATE 111,11,11000, GENERAL MAR, IT 2021 ADD GT SEP. 2q, 2021 50DH5 NCa1A#INOV. 17, 2021 5GDH5 NOIA#2 MAR. 02. 2022 STORY COMMUNITY CENTER 20 0 10 20 40 60 R a JOB NO. 2020-0174 D1^16. 201'7-0255_2020_0174_hordpIon IOP 4 r (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR EAECTIIN OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTDNS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)$CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York IICIOI tel, 651.727.2505 fax. 651.7,27.0144 GUARD RAIL AS PER admin®youngengineering.com NEW YORK STATE BUILDING CODE (STYLE AS SELECTED BY OWNER) Howard W. Young, Land Surveyor cV m Thomas G. Wolpert, Professional Engineer �t Douglas E. Adams, Professional Engineer Robert G. Tast, Architect DRAINACGE DESIGN CRITERIA. 4 CALCULATIONS I -r- FIN.GR. A = AREA OF TRIBUTARY (S.F.) a A R = RAINFALL (FT.) • . G = COEFFICIENT OF RUNOFF .4. ,- DRAINAGE A PIPE 12„ ''a .;::. 2"DIA. REQUIRED VOLUME WEEP HOLE I MIN�;�`:=j=�:� V = A R G PROPOSED ROOF: 1,145 S.F. x 2/12 x 1.00 = IQI G.F. 4: 10'-0"O.C. PROVIDED VOLUMECAST IRON FRAME GRATE GONGRETE RETAINING WALL "0"-MAX,s=18" U5E (2) 8 DIA. x 3 DEEP POOL5 = 255 G.F I CAMPBELL FOUNDRY, PAT. NO. W 1768 OR APPROVED EQUAL. h C W 0 D L. P LW :' Ae FIN.GR. J 5' 2'-2" 3'-3" #4 ® 18" #4 ® 18" 4-#4 #4 ® 18" #4 ® 12" Lw :• >. }ifrit: ' 6' 2'-5" 3'-9" #4 CSD 18" #4 @ 18" 4-#4 #4 ® 18" #4 ® 12"LU f�,;; •.A " c=: _: PRECAST CONCRETE - ° J 7' 2'-6" 4'-2" #4 ® 14" #4 © 14" 4- 4 4 @ 14' FILTER ` TRAFFIC SEARING SLAB AS # # #4 ® 12" f=AERIC A �-._: 3 MFG, BY SUFFOLK GEMENT BANK RUN ..::\�;:= r OR APPROVED EQUAL. 8' 2'-8" 4'-8" #4 Cw 14" #4 ® 14" 4-#4 #4 @ 14" #5 Q 12' "':- 2 D ;':. A 11 GROUT AROUND NOTE: P ENTIRE PIPE �,$ ,µ.~M1. FINISHED SURFACE OF RETAINING WALLS tl;`•; "`' '_�: r. • W Q D MAY BE CONCRETE FORMLINER PATTERN OR MASONRY VENEER. L ?� PREGA5T CONCRETE 3" ;•`� _ • DRAIN RIN65 AS MFG. BY SUFFOLK GEMENT doll, OR APPROVED EQUAL. 3 GW EL W J 5I—OIL LEACHING POOL TYP I GAL REINFORCED CONCRETE RETAINING WALL NT5 NTs WETLANDS •- ' I \ \1 �UUF'FFOLIt C�3�OEP�iF'�`t'b�FNT OF HEALTH SERVICES APPROVED REFERENCIE NUMMER'...�I..?�.°, ? ...si SEE DRAId�e'8NG AL t .01=,...4 FOR SPECIAL CONDITION:, I I REVIEWER'S INITIALS: J" 135 9• / \\`7� ENGINEER'S CERTIFICATION 79 \ 66It ;., i. .�. �- fi- d^ I ,n. T•,_/. ' \ HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g5nF6-°,!.P e, \\ \off THOMAS G. WOLPERT N.Y.S. P.E. NO. 61483 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 505q'T ` — \04 44� 04 2-g' \\ z \ \ \ \ \ \ \ \\ \ \ \ / � / / / / / / / / 01 SURVEYOR 5 CERTIFICATION C11 �\ \ \ \ \ \\\\ \ \ \ \ \� \ 10 �7- - � � / / / / / / 249 / �1 I . \ \ \ \ \ \ \ VC�\ / ti`' / LIMIT OFGPOUND 4� / �IEW CONG�2ETE -!n 5,300\ \ \�9\ 5,300 SF / / RETAII�IT�1G WAIL /'r 21'`1 / / / 1 ,, - e' (� ',•R . TJ - - - - -. ,�� " .'. ....w. 2 4 r° t7 "� — `� � " — � �T-1V=`9.27_ B ..2-4,00 NEW CONbETE -22- — Tw=29.27 CONCRETE — — _ �'- ` ' / / k23�— — —23— — Bw=24A0rt PEIR(TYP) — — WALKWAY t� r` _ i l --24— _ 1 — — — — TV1G29 38� kms`' — k _ Bw=28.70—/ — — 26 — — — �5 -7 A, \\ \ \ \ � — _ ` \ - - - - -2s- Iw=29.3825— - - - - 2927 �k55 -- - �/ � �... s. 29- 2b _ ' ° I I HOWARD W. YOUNG, N.Y. L.S. NO. 458x3 Bw=28.70 . _� — ,-� 27L. 8'DIA.x3'DEEP —26— — 6 2Z _ — - PROPO�ED 27 28 •. .. "" LEAC`FI�NG-POOt —27 27— -TERRACE N — ° 2s- �q o *29.40 4/� °�. � 9-.40-- - - — —5 —29— * r- - - - - - - - - - - - - - - --I 2 k : k k*9.50 2a$o \ \ ` �RATl` — _ 2g— — LIFE CARE COMMUNITY 9 40 — h6 —29\ \ ` E�=28.50 * - ' 29.50 2 3 \ \ i GRATE a *`b' `" "` .» - 2 1/2 STORY APARTMENT PUS D I N I NCS PROJECT p - DINING TERRACE µ _......,......- ... . — �2 EL=28.90 a � T k2 .28.7+ roo BUILDING - meet I PROPOSED E - - _ 7 PECO LAN I NG AT 5OUTHO0 existing I o $'DIA.x3'DEEP COVERED - 'a LEACHING POOL -29�T - - - - - - - - - - - - - - - - 6� - - -29.70* �g. z` PORCH a' at Greenport, Town of Southold NZ� 2-970 9� Suffolk County, New York EXISTING METAL FRAMED 9 A Za. AWNING TO BE REMOVED �F`�\�� EXISTING ROOF OVER GRADING I$ DRAINAGE PLAN PORCH TO REMAIN County Tax Map District 1000 Section 055 Block OI Lot 25 EXISTING ROOF OVER PIPE FROM INTERNAL a TO BE REMOVED DOWNSPOUT WITHIN MAP PREPARED JAN. 29, 2021 I COLUMN. l Record of Revisions r*; t REVISION DATE P MAR. 17, 2021 -- ADD GT SEP. 2Q, 2021 5GDH5 NOIA#I NOV. I'7. 2021 ' 5GDH5 NOIA#2 MAR. 02, 2022 STORY COMMUNITY CENTER r NI'. M wti. 20 O 10 20 40 60 0 a 9 C �� )• Scale: I" 20' ' JOB NO. 2020-01'14 DWG. 201"1_0235_2020_01"14 hordpIon 2 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTO!OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTWS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TRAFFIC 400 Ostrander Avenue, Riverhead, New York 11901 BEARING SLAB tel. 631."12'1.2303 fax. 631.727.0144 TRAFFIC LOOKING 40' 20 admin®youngengineering.com u 4 4 � BEARING SLAB CASTING LOGKI NG ! 4" PVC PIPE 6 PVC PIPE CA5TING (� RIM=30.0 ® 2.00go MIN. @ 3.000`�o RIM=2a.7 J LOCKING TRAFFIC, BEARING LOOKING GASTIN65 SHALLOW DOME GA5TIN65 Howard W. Young, Land Surveyor -I- RIM=28.25 RIM=28.25 �- Thomas G. Wolpert, Professional Engineer 00 iv Q Douglas E. Adams, Professional Engineer -i- EL=27.75 D? _ . Robert G. Tost, Architect CV Q to EL=25.75 IE=24.48 { SANITARY DE516N CRITERIA 4 CALCULLl ATIONS IE=24.38 EXISTING BUILDING 4.00' IE-23.58 w + n CONNECTION (KITCHEN LINE) 4' DIA. MANHOLE #1 oso o IE=22.58 DESIGN CALCULATIONS o.so' Oz IE=21.98 IE=1x.98 m uT POURED COMMUNITY CENTER HYDRAULIC PROFILE uT v CONCRETE � MAIN DINING ROOM: 160 SEATS ® 30 GPD/SEAT = 4,800 GPD O'33 INVERT BISTRO: 68 SEATS ® 15 GPD/SEAT = 1,020 GPD tu Li 4,�I EXISTING 8" BAR: 14 SEATS @ 15 GPD/5EAT = 210 6PD SANITARY SEW)=R BAR 5EATIN6: 26 SEATS ® 15 6PD/5EAT = 3a0 GPD 4' DIA. MANHOLE #2 HEALTH CENTER 0.50' MONOLITHIC MONOLITHIC SKILLED CARE BEDS: 32 BEDS © 150 GPDBED = 4,800 GPD A5515TED LIVING UNITS (UP TO 600 5F): 24 ® 100 6PD/UNIT = 2,400 GPD Io.00' lo.00' ---� INDEPENDENT LIVING UNIT PRG UNITS (601-1,600 5F) = 46 UNITS @ 150 6PD/UNIT = 6,900 GPD 5750 GAL. GREASE TRAP SPECIAL NEEDS d MEMORY CARE UNITS SPECIAL NEEDS = I7 BEDS In 150 GPDBED = 2,550 GPD MEMORY CARE = I6 BEDS a 150 GPD/BED = 2,400 GPD NOTES FOR APPARTMENT BUILDING PRG UNIT (601-1,600 SF): 115 UNITS ® 150 6PD/UNIT = 17,250 6PD ABANDONMENT OF SANITARY 57RUCTURES PRG UNIT (1,601-2,000 5F): I7 UNITS ® 225 6PD/UNIT =3,825 GPD K . ABANDONMENT IN-PLACE COTTA6E5 EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL PRG UNIT (> 2,000 SF): III UNITS a 300 GPD/UNIT = 33,300 GPD RESIDUAL 5EWAGE WASTES BY A LICENSED WASTE HAULER, REMOVING THE TOP OF THE 5TRUGTURE(S), EAGKFILLIN6 WITH SUITABLE 5AND AND TOTAL DESIGN FLOW = 7$,845 GPD GRAVEL MATERIAL, AND PROPERLY COMPACTING. " CONNECT TO PUBLIC SEWER ABANDONMENT BY REMOVAL EXISTING SYSTEMS MAY AL50 BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE WASTES BY A LICENSED HAULER, REMOVING THE ENTIRE 5TRUGTURE(5), BAGKFILLIN6 WITH SUITABLE SAND AND GRAVEL MATERIAL, AND PROPERLY COMPACTING. DE5I6N CALCULATIONS GREASE TRAP ABANDONMENT OF SEWER PIPING "'" , MAIN DINING ROOM: 160 SEATS ® 20 (SPD/SEAT = 3,200 GPO THE ASSOCIATED SEWER PIPING SHALL BE OUT AND GAPPED AS A "� i B15TRO: 68 5EAT5 @ 5 GPD/5EAT = 340 GPD MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED I STORY COMMON 1 TY CENTER BAR: 14 SEATS ® 5 GPD/SEAT = 70 GPD FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION '� I BAR SEATING: 26 SEATS ® 5 GPD/SEAT = 130 GPD 15 CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. 4 , CERTIFICATION REQUIRED TOTAL KITCHEN DESIGN FLOW = 3,740 GPD --- THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, EITHER Q, ' IN-PLACE, OR BY REMOVAL, MU5T BE CERTIFIED BY EITHER A GREASE TRAP _______rLICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS REQUIRED = 3740 GAL. - r---------------- INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR 4 PROJEGT5 SERVED BY MUNICIPAL 5EWER DISTRICTS, THE USE (1) TRAP 10' DIA. x 6' LI IGUIUID DEPTH = 3000 GAL. APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD AL50 S USE (I) TRAP 10 DIA, x 5.5 LIQUID DEPTH = 2750 GAL. L -----J BE CONTACTED. : TOTAL PROVIDED = 5750 GAL. k EXISTING SEWER 64 29ag �g ap NOTE LINE TO BE X THERE ARE NO UNDER GROUND UTILITIES WITHIN THE PROJECT AREA UNLESS OTHF_"15E SHOWN HEREON. ., '- ABANDONED I „ .r.„ EXISTING BUILDING I I EXISTING BUILDING CONNECTION TO X _a 53°�= ti�� 1 p3 _ 09° o$2 / 2g e 2g�6 X SUFFOLK COUNTY DEPAPTMlliNT OF HEALTH SERVICES ---- CONNECTIONREMAIN i // X2g5I , I 1 REMAIN 58 n� APPRC VED 3056 X5055 /:'- O5a 86 p 5024 / X295F&RENCE NUMBER... -2I- X36? 61 3----1- --------------- / 95 y i 62 6 0 59 ` 56----------- - ------ 064 p P�0 h X30��°_ 30 5 ; `3 y 7t 50 p5 ``\\ I -- p`-- -----------k-�F�_ OISg Y X30�a �0�6 ® 8 I �7(�G DCW fi w FOR VPGC7lis.VODi 1 1ft 50• NEW SANITARY5 ; k03��68 X30 45 �y3b`13 .%`-`y 3p 61)y'F'I 3�2g 50 3 3 X52 k�'� / 3p 1 X30 15 I a 29�°k tel[c 5 I �- ,� \ 50• $ I " 05 \ 55 4 06 I 5 50k 8 %/ \. 3 MANHOLE#1 _ 65 50• �q'a S o 85 2g RIM=30.00 -`-----+�o ------= SMH \ ' I 5 % 2g k _,_ 5 `\ 07 p , 50• z grno9 6 9 IE=24.48 N I ;_ 95 / RIM=29.96 --��° 50?4 p a5�^ - °tea- - I \ °' fS°ga - I GT 11 5 90 -A"' 29. 30I` o I \ ,0� S0 25 IE=24.38 5 i; 5 1- -z� S o. \ 42 ^� 5 - o. C5J •�E=21.66 W fi�-4-,^L�o• 29. 44 I !' '9 2g yb�_" ;kms' 9 \ 15 5 I \ 0• 30 0 I 0 p2 80 5a`. o\ 5 ----- t �S� 2 68 + T , IE�L0-71 5 _ �,�' 29 I 50 86 - k3 p5---+ 5° p 3� I 5 X�g 2g GOJER ,gyp / � 0 ° `- �------ 9�7 '-- ---------------- k2g 6 ------ 2g 6------- `g g4 - _ Fig 62 29 g12gR� \ XISTING GREASE 2g uq9 ga_- 7 6 g 5 6 ' - X29 � ;. `. 11 5 � � � � stg 8a `` 0 p1 :'��.20 �-C� 501 9 X �6` �`X29a � 29 56 X . '°.` •`• - -------- d 32 5 62 °,i 29 6 2g 5�k I //TRAP TO BE REMOVED \ \ 2g 45 79- 55 2g I I fir, 66 2g !q. CAP / 29 29 99 _Lj 0� 9 9g k 0 3 2g 9 2g / ✓ Y ' I 29 55 s+ arg•}O EXISTING / i `SEWER LINE s ,' 29. 0 22 8g -k-- g1 8 --- 2 8�` X2 - 2-=-- 4 NEW SANITARY 2g 4, 2 5 2 g 29 85 9 2 9. / __.....-_ ...._ '°^..+. •, «/t / �r f. .k 1 's.: I t , 4 4 g• ,\ n t a ,tFv {k 29' _� --J-- 9' \ 29. 2g3 292 29? 29.AO C..a. '•.- a.-K.., .w",:,rte v MANHOLE#2 y9- { U " RIM=29.70 9 L EAa. ..,PC:"t:`C4•..' /X29926 / 40'OF 4 SDR3528�a _ 2 59 45 \ - 2g p2 --------- 92 2 // \ g 1 Y.S. P.E. NO. 61483 i X HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3n X. 9� @ 2.000% IE=21.98 W 22 2 $ THOMAS G WOLPERT N 29 X X Zg'61 25 tit s y /X 2g / IE-20.08 N ---- - ------------------- 7,g�g / / a DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 / O GT �29 5� IE=19.98 5 - - ,r2 2° 959 [ 243 X 90 0112533' Aab 6 T\ g 2 28' \ - t \ g°5 k2 2 .X 28. )r 0 � 6} � _29- 0 j � k2 9�9 ,X2 6 F ��m 2856 28 g5/ 2`\ // 2$X,511 I n kg. PSPN ENZ ,28/ '` 8 2g 06�i '1S\X 9 ```\. ` 2g?1 \ 1\ I r `\ 42 ' \ SURVEYOR'S CERTIFICATION 92 6I NEW GRE�15 k� AP C, / �,/ OEj 2�. (2)10' DIA.x 6' DEEP X 20' OF SDI�35 INLET I� �23.58 \ t� rj� s 94 ` g 34 1 / � g. 0 3.00}0% •> 26• 1F k2 `, 'l l I $2 \ •.. .. / X2 i' / OUTLET IE=22.58 �28� / ; ; tJ.fl9p ° O� - X 25 9 2 8 45 g 14 1 i �Cn N J \ +' g2 2 '2g a /.ti2 i 2 'L,a• 9 , I I LL, I g• ' f." :: •.'.. error•.. ..,. t f, ", n ( , / \<1 T- •,' \ I I � al pp\'4 g� / , �2 II I � f 1�..; ! `^`' _ _ ��,/.'I'} 'S 77 \2s n \ 2g 2851 lab X2�� m \ 8q1 X21 iI i k i ."r -28-- 195 \ \ / Z1 61 NP4� ;\ 64 N p 7- C-4 � 305 � i /- - � •\ ' ; � sg ,tit '�� \ / I Psp ENj i \ i _ ' 28. d - I' � , _. ,. � X � �a / \ \ 8'66°�'� X.tg.i 15 / 1• \ / 28`5 2�8 2� \ jiI pP ; \ / �� ` 1 ./' ; X5p05 25.56 ` 2 26 �0 < 2Ar a65fi 2 ! 212 V X50.22 / 1 2�8° \ \ \ _ / `'� _ - i- /h i'� s k 6 X / _ _ - - \1 // / / / G�� HOWARD W. YOUNG, e,. L.S. NO. 45893 1 \ 5 ` t.,�54 i '� I \ ,tFS =: $?6 J i f i2' / / / / \) X285 ``\ / j 2�58 � 11 s \ \28 .t$. �2 ^�/ ', / / �r ; // / / // // � 0 1 2�' ,� - 2a 9 /it it 68 / / /j/J/ -•T�� 28• / 22' 6 2� 21• so g / �?" 7 4 L\Q�' // // �85 2� - � - '1 2�5� m p° R �% 55 �/ ( // $• / �� // // // 2°93 LICE GAi COMMUNITY X50 g.2 �� 860 `\l1 rt2 42 f I $ __}2�1 1 k \ 26 / / / LR \ 8 - A6 5 §�S(22 4 Q. - 26'' 2�a' / ��/ / / oRP\� A'. PUB DINING PROJECT 55 Ar k29�j�t i Il I 2� r/ ,` )2��� 2�50 \ `Ll Z art 56. x2 582 - j 2 6 >F-- ------------------------- - -------_ _ 26 9 2 26 9� \ �`X2g50 i \ 7�k � 1 X69 •#�' � ---- - • ' 26�� �'� !• / ^� ' PECON 1 G LAND I N& AT 5OUTHOLD M \/\ 2855 N ii 2��6 \; \ , ff• m SMH b29.� g�5 1 , ; �� �, ,� �;` RIM=27.33 ^// 26• _ \ ) / \ , / / // / \ at Greenport Town of Southold k2 PgpNP�( / i �f=16.48 N L - \\ 4' N y PVEME / 6g1 `;' --X26 A5 �' 6T_ -,/ , / /=x221 \ X. 85 Suffolk Count Nevi York o i �' I�' ` p X2 2637 \ \ 656 k2 27 - 29, X25• \ / / `',v 20 y/ �5 // / s\ / / �556t 2536 / / r �',. N . o ,X' X�'� ;k'- 6 y2`jC Y,H?26s55k•2 62 \ s s� /�'`'�", p`i 2519 ' 4 51 / 1 < 1 1. �E3°5x 50 Al ' I / 26 5\� ,2 :='r6 ° `N ER \S - - - - - - s� / � 6; 25 45` - - _ / �, k��4p2 / 5AN I TARP 5EWER D I SP05AL PLAN 26• .. G / S 26� / 51 ,,\�,j g5 Al / 52 ` 5 24. � '' - � ' °`„_- -,.-� •S"C� ----------------------------------a-.26--_--\s 2 o � I 52 g8 =�-- �,✓' - PN s R ,--_- ---------- 5 _?43`�-�� 4 g32/ X26 �6�t` 26 �'------X25$4 / N(�/ i ""_ _ - _ S\�\ 24^a 2452 �t 1464` 'i- County T p O Section 055 Block OI Lot 25 g *; Glx Ma District 100 i gal k 25 94 / S S� s _ �,S- g, I k 2 X2632 / /� X2575 y`° ��:,' ts\ 2a 3�`` ,�� g f 1 k;='S MAP PREPARED SEP. 29, 2021 foo �J .1e2 pL\OR /s/ `5 90 .,\N CAVE / 64 s\ X10 ,? / s Record of Revisions 6 0� Z . 266 � \NSE �� � -' S s Go `.,' ;' REVISION DATE 2g g 64 �2 i 2532 ' \ � . 1•. SGDHS NOIA#I NOV. I7, 2021 86 CP 0 I i 1 ej w i S :' IX2a. / ,r �° N 24?6 m I / at229° g.1. iR 5GDH5 NOTA#2 4 �2 ��e ✓ c:r _MAR. 02. 2022 r•. r 28 5g X2 5/ \ t 20 0 10 20 40 60 _95- JOB NO. 2020-0174 (' ( DWG. 2017-0235_2020_0174_hordplan 5 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION IF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTION!OR SUBSEQUENT ONNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)✓k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. If 1 400 Ostrander Avenue, Riverhead, New York 11401 tel. 651.'72'7.2505 fax. 651.'12'1.0144 admin®youngengineering.com WETLANDS 4 � 4 Howard W. Young, Land Surveyor Thornos C. ~�`�"�1 �r'r, Ineer Douglas E.Ad ms, Professional Engineer �r I Ol i Robert G. Tast, Architect EXISTING n \ \\ BRUSH i \2A EXISTING \ \ / EXISTTN G / BRI 16H 1 -78- 79-- \ -- — — — — — - - - - - - - - -22- - - - - - - - - - - - - — — _ I —26 - - - -25- - - - - - - - - - - - - - � / � -26- \ _ 27- - - - - - - - - - - - - - \ \ `- -27- - - - - -. — - - — - - — — -28- — — — — — - - — — - -- - - - \� 2 1/2 STORY APARTMENT BUILDING GUFFOLK CdU=bERMIS T OF HFMTH SERVICES ' PMOED REFERENCE NUMBER: C-2(-0.7(? SEE DRAWNG#.LOF, _FOR SPECIAL CONDITrMb REVIEWER'S INITIALSL.,J�:�„ 1 1 1 I L------------------------------------------ ENG I NEER'S GERTI F I GATI ON I STORY COMMUNITY CENTER °"" ' �•-,r \rp� 4+m:yam'-r���',t•. --� 34 L--------------- G y %' �' '•+' .. ---- - ------------- - ------ r---------------- w � I 1 1 ---------------J 0 ° ✓ '�0 •+^►^��,,,e e9 ,6'✓ ,^Y�,a"'Fsy.,,��a 1''�".u � o G� C. s,�M HOWARD W. YOUNG, N.Y.S. L.S. NO. 45845n 31 c 6� 2g 89 ^2g Sp THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 °.#`t•- DOUSLAS E. ADAMS, N.Y.S. P.E. NO. 8084'7 k oT I r- 6 _.}�1°1103--- 5URI�EYOR'S GERTII=IGATION n �------- 5°56g6 -------- 302 // 29�3 ., oR A' 61 I -\3�---kms 9 9$ N 'S9• ; ® ® �� 6 2 C0 i 062 56 059 tS56 �` 1 k"_-- 6 *56 \ 58 64` Q PC\0 y k3 --- 3°; 45 � 5 159 X' 30 18 301 *®6� a k =--------------------------------- 5p'i. �o� - k3p1 ;� o /J I 5`? 65-- °s- 3 35 /Sh \ 018 I 3O g3 I X29 33 f/ R\ C v• r , 5p 52 01 0 5°6 3O - 4�T *``` ---k4553024 5p A _ g° �All `50- `9 98 3 0'• .. ` 11.9 91 k 0 23 syn 1— 3n c 96 14- c,�05 \ 29• 3O qh I \ p5 3p A,?- 5 2 M I 3°5p2 0 D ' S - -------------------- g 929 g g ` \ ,k 'til 2 15 0.v I 0 29 5p' g0 p0 / I 3° k 29$ 29 5 `�0\ / ''Z 6 12 61 ° =-- >1------ 11 ---- 24_--- -- 24-- 4 g 6 h I ff 2 9• 2 ---------------k 61 ---- rnt 65----- 9 :� 81__ 956 g 88 p1 ;' b.20 p 5° g 16\ 29 29 66 a o / i 52 5 `'L % 296 6 9.25 \\ \\` 0 I 8 \I 4•�5 7-s 5 29' g-11 6�C° 29 N _.. _.._.... ...._..� �V, HOWARD W. YOUNG, N• . L.S. . 458Q3 °O r' /......F.......•- \." . / 2 • 9 9• 12� 30 i I i 2 9 Z _ X269 -x24-- ;$1 �R g g1 4 A-99. 29 `19��$J- -ka=-- \ i1 i' 9g�g \ 229.g1 Zg 35 2y 25 29 21 29 0 / / 26►'�; 6 \ 24: Xs% \ LIFE CARE COMMUNITY 2618 �S 29 59 9 h3 /' \ 9 22 01 29 21 k753. / \ 8'18 / 2 29 2 PUS DINING PROJECT / 291 --------------- ------------ 2� g / 63 \\ !28 51 P / — — �''�- rv9 /29/ \ \ 29 39 PEGON I G LANDING AT 50UTHOLD M Z� 26 g0 ` p41"28.3� X26' \ g 76'Y 2 \ — -29— - — 42 j/ / / \ A,V } 29 19 5 -�(Za% X2826 i 6 66 2g'85)f / 8 9a II 4 � 6. 2 at Greenport, Town of Southold Y196 SQNP�'N� 26� '�.260� ;; 2g 06\� 2 .9/ ```�� C4 / 29 21 / p PVEVE / i \1 g8 ;' \ \ / \ 9 p ;- _ �.2 42 H 2 Suffolk County, New York �--x'28 01' `\ C-1 / 2161 \ i i (' - �'i i \ 38 / ' � \ /`k 2a p6 g4 \ }�' \```` / / i� 1i `� 2g• EXISTING CONDITIONS MAP � 111 \ k 2g. / \ 28� I 28' ".9 1 28 4� \\ 1 1 / \ k 62 29 24 '29 / -- i l County Tax Map District IOOO Section r / 0• \ 14 035 Block OI got 25 \1�9 / \?s fLPOQO`� vs—r,81 MAP PREPARED JAN. 24, 2021 216 g A- C) 21 i N --28- g3 Record of Revisions 30� 1 / / •'� \",'� H 1 39 k 2 PSQ 6NS i \ 1 .� -- 28. (\•` �-� \ }29.98 / 615 1 285k 28 81 \ / pPVEM i \'�1� �2g� . REVISION DATE 3005 i / 2a56�R 26 \ / 63; 21. ti216 \` . / / - GENERAL MAR. I'7. 2021 1 2 ( ' 1 1.10 1 26' I I\ q6 ! 2122E 1 / / o �. �• ' ADD ST SEP. 29 2021 / 11 28a04 \ :\ k — _ k2a• //I — _ _ \ / / // / �G'�� f fi, '. 5GDH5 NOTA#2 NOy. 1-T 2021 ! i 2199 / / T MAR. 02, 022 a S\ON t 5 25.2526.2 5O A'0 3028 k f1 6 AS�k 116k Ar \ \ 2 615 / 21 2 t 21 p6 I 2 q1`` 0\0 — — SpV�R 2 % PI- Ln /63 • _ — �1 '21 56 0 /f' ��31 55 GO % ; -'f` 20• t'50:\5 \ 23 %' 1 \k266 I --�� – 21 h2 — — — 6 21 �6 \ % 2611 �' / / / / `L \ 36 d' �•?1. 20 O 21 5j0.\ 1 xt . � -- `2__,__,__ ,C k2 � �..i / /'l,�` / 0\R .� 10 20 40 60 0 9� \ 0 N 1 \ 911 k" 21'91 6 u _ aJ 3p 55 \ k2 i i g5 21. 1 81 6 'F-- -- -------------- a- .' 9 6 92 2 6• q3 1 \/ `' ��! \, 71 ' fin ------- ---- -« _�' 1�1 2 2 �g5y 263226h6 6�2�0 / /� 2 l 1 Scale: I 20 i \ - JOB NO. 2020-01'74 DWG. 201'7_0255-2020_01'74–hordplon 4 OF 4 (a)UNAUTMORI C ALTF.RA"OR ACTNTION TC THIS SURVV IS A NCLA'.TON(IF SECTION 2209 OK THE NEW",R STATE FWCA1U.N.A'A.12,UI TAN-ES S-K'WN HE4E(IN-RD"PR(Y+!RT"UNE:i TC E,MSTNI.SM.,IUWS AW FM A ST'ECIFIC PIF'POSE ANJ ARE NOT M BT L'S%P TC ESTABLISH WrERTY UaF'S OR FOR FRECPON OF FFN-M(,3)C M'IFS OF IM SURVEY VIR k1T BCMWCi THE i.gt.P Sa;PVEY;NY NNEA SFAL CA F'`.{s",1 EC`a'k,%A,.' N.^" U{ FYI')'.(`W A%At:)TWT COPY.W CERIPICA-JIN M+aDIC47D HFRECN SPA-L RUN ON'_Y TC THE PERSON FCR WHOW THE SUR%FY IS PREPARE(;ANG ON INS BEHALF TYI THE TITS(WIAN",;WFRNA{FNTAL A,FNEr aNO L ROW N'TI'"I'M!;IM IRRE14 ANO T(•THE A551GNEES OF 1T$U'NC:Y(;WST:TU"ON.CIRTIMATIONS ARE IMT TRANSFERABLE TC AmrONAL WSTIRTIONS OR`AISSMIENT C'MRRS 15)`.HE L(Ir irON[N'IMS(.(h').SFr Ti TANKS(ST,&CFSSF(,C^(CP,SFM»N HFRE'N AR..FIC44�'F?%C81FR0TKN S ANO(x<DATA ONTANB)FRLM'ITi'ERS 400 Ostrander Avenue, Riverhead, Now York IIct01 ` tet. 6521.7212505 Pax, 631,72'7.0!44 admina yovngengtneering.cam ou �� .. [& , r,...; (1)UNAUTMORtZEO ALTERA'MN OR AR,">IIiDN TG T1KS StHtEY ty A l"'JI A'ibN OF$ACTION 72{3 ff TtS NFIV Y{#?K.STATE.EOt K'AT^N LAO �2.Grc'"AN^ES SN(�Ypti NFRC71 r=F:bf pk'r -i!.`!d'-i Tr(Y.13TrN',5'7>:'[;T:7{£S A•i FLH A^•GE"'t:M P'.PP.S ANB•ARF N-`t 0£IrES r ft,ESTAP'.7',Ai FI FR`Y(.NFE OR FOR ERF.^,ON',W;FNCE i3}>'(7F-:S�,V i%9!S"4 EY NAP N)•W A)r W- `et'.t iW�.1H\T1`�R'"a INN:TJ ST a:.I QN,B'15:�C,SEAL•.3+AL..NC�F OF C`SNS.OERFD'R'2F A SAIL`w rE C:i'?.(1'C'EF?7!x'; MICkTFA HFRrrM SHALL fVIN Mk.Y Jr,THE pOSMi FOR WA(M1 TWE SURY£Y IS PKP.ARED ANO(IN FRS RF.,A'•f TO THE^TLE'CIWAN;. ANI'.LP:;N`:R>-Tr^(N i:>.;TL HCRE'W ANO'C TW A,,—„NEE”(IF lla:IENt&N/;NQS7;79,,,#. (f-:e.An N4 ARE WIT',RANSFERAC'_E TC AODITID"L tN5?'.11W,OR$IWECA.z.NT C•M1MRS '5: W.LOCt.M#,L4'WEL",W.SEPTIt ".ANR`.:N7'&WS TV LS,CP;SH, HFA;—JN AR %R(%A FE: 't3 iFR,4P'IW AN",1pt DATA?9'Ai49'..':n'^M ?qh•. 400 Ostrander Avenue, Riverhead, NcH Y7rkIlol tel. 651.'727.2503 fax. 631.144 gom _ . fi F ,,_. q r T J , Land Surve or ({'"" Howard w. You F i r x•f ('m. 44.F`w"�^ % t 5 4 1 k•^6,.r' r,, bYi r.....# FIµ 1 ....t",".�I„.,��i t..,.) ,,..1 @'4w6 ''�,..r' y Thomas 0. wolpert, Professional Engineer .. t'",. ,� `'• . .,... Douglas E. Adams, Professional Engineer �C) ,JMT RCT" Daniel A. Weaver, Land Surveyor nr 6/13/23 f.,3 s " __.._.._.__._C-21 -0363.. NOTES ty '.^+ " i n •"°;y c`"�C eb e ;"Tl,a "4.e rr+€ .3` ��..:.rw T �_ AREA - 6,525,717 50, FT. OR 145.1726 ACRES e, ��C l�.. A f•.a ,,•�� w`!'. tom.„`,�,. ;'�s�,„�'i,'�!^,�„i ... 4`e Y N.( gg p i ;' 8 .. ` s.A '6 4T I STORY COMMUN 1 TY GENTER i i i i i i i i J i •-...,rte' € ® � i �.--_.--'--•�.------.„,` ,y i 4 i _ + \;%0 5011\ Ell f' ( �'d SURVEYOR'S GERTIFIC ATION s coy j co) A'. 41 \71, .,N"t %1, ", I IR- S , PSPN HOWARD K YOUNG, US L.S. D. 458x5 � � A N 6" DANIEL A. WEAVE-R, N.Y.S. L.B. NO, 50?71 LIN= CARE COMMUN I T"r PUB PINING PROJECT Q / '✓// '''� ``'��� ~``� `�� �``\..,, ,� fi'EGON(0 LANV I NC-7 AT SOUTHOLD of Greenport, Town of Southold Suffolk Govnty, Now York AS--SU I LT SURVEY l Count Tax Ma District 1000 Section 055 elan. 01 Lot \ `\ \ \ y i� 25 0 FIELD 5URVEY COMPLETED APR. 14, 2025 MAP PRE-PARED APR. 20; 2025 Record of Revisions REV 151ON DATE PsD1?_>�55ED_5GDH5 NOI(..A #I ___MAY_34�2023 SANITARY MEASUREMENTS -- - SMH#1 50' 55' - SMH#2 99' 45' GT#1 64' 72' m GT#2 90' 70' 20 O 10 20 40 60 • Scale: I" = 20' .EOB NO. 2020-OE74 DW6. 201'1_0255_2020_0174_oib 2 0F 2 5.7 6.1 6.3 6.5 6.9 architects '' !-a 500 Kings Highway South x Cherry Hill, NJ 08034 6x6 POST TYP 3 TYP 2 I 6x6 HANDRAIL 2x8 X-BRACING. " 1``R 3 26J3 856.770.1060 (BELOW,TYP) S3.0 S3.0 POST(TYP) SEE 2/S3.0(TYP). I y ^9f, office@kd-arch.com kd-arch.com �J ® ® CONT(3)2x12 PT _ 2x12 BLOCKING @ POST(TYP) JWD E C K U IJ-3I oZ3. Z o 5.7 5.8 5.9 C 6.1 6.2 6.3 6,4 6.5 C.6 6,7 6.8 6.9 ti 7 X a `xV a LL� OC N I `V W N 00 rn J �i r_ i I �_ �d I I i� i Q. H H a. U F- I- d - a U 1- d. ` F- a. a U N a. Z m E rj 1 15/1 101-1 1/16' 11 8 1 '-0 3/4 -7 1/4 _ N q c� I N N N N N N N N I- o a o I- o a a Ho I- 0 a a Ho a a F- 0 x N 0 o M E Q Xd x V v� ^ u U x N�' x x x x N x x N - N Z w o N y q 8'-11 7/16" 8'-11 7/16" 8'-11 7/16" 8'-11 7/16" I a ® N N N N N N N N N N N N N N ® v 0 W v w N N N WP-1 P2 I WP-1 P2 I WP-1 P2 I WPA P2 WP-1 P2 x a a l/1 Q 2 o w 00 .rc Z N N I_ I- dU I @� aU U U @� V) J d 22 v, � c BF28 I` I / BF28 / I BF28 / (BF28 I I BF28 N N N I Q Z < 1° q - -I - - - - - - - - - - - , �-� - - - - - - ! - - I - / - - - r - 40, SIM S3.0/2\ Z Uw o E oZ 1 / C 1 1 l 4 oCWm � �' � � TYP S3.0 w v, = r� F Q w i I I �•�1 I FIRE TABLE BY-/ I W o g OTHERS(350#) W CID o `" z -' o Z zo � ° 2 � TCONT(4)2x12 PT d oo w u - -1 Z v I Z Cn °' U i I F- _ N LJJ Z z r I d c� N x i O x a o~„ DECK I .i. N c i (V N I I I I N CN x Q I I I I I I N W TYP S5 1'-6"WIDE TURNED DOWN SLAB(TYP) 6x6 PT EMBEDED WP-1 P2 I WP-1 P2 WP-1 P2 WP-1 P2 WP-1 P2 1'-6"WIDE TURNED DOWN HANDRAIL POST BF28 BF28 BF28 BF28 I BF28 SLAB(TYP,3 SIDES) MICHAEL A. BEACH (SEE RAIL ,TYP) �� I �� I I �� ,� PROFESSIONAL ENGINEER - - - - - - - C- - -}- - - C - - - �t- - - - �-r - PARTIAL DECK FRAMING PLAN NJ LIC. NO N� 01500 / ® ��o y 1'-6"WIDE TURNED DOWN r-----, �. I �.,�./ �. / I �ft-4- r--- -1 _ '- " o I H- I SCALE: 1/4"- 1 0 �.�P r�L A eFgc �Q� SLAB(TYP 3 SIDES) I I ti 1. DSU DENOTES SPAN OF 1 WOOD DECK MEMBERS. o (F)r?4V(-1O.CJ.-) I - .-1..,_m.....-. ... -._I 1Q I I I i I r - ----------M---- -s -��---- I ��- 8"CONC WALL w/#4@24"o/c VERT I I I I  @ 12"o/c HORIZ(TYP) I 14 CONC SLAB w/66-W1.4x1.4 WWF I C1 P1 i I I C1 P1 OVER 4"COMPACTED CRUSHED STONE I I C1 P1 C1 P1 I I A 0657 I ON COMPACTED GRADE(TYP) I TYP I I ES.13,^ I (DATUM EL 0'-0")(SEE CIVIL) I I S1.0 I I w /� - I I F20_12- I I 0 0 y 8- E r. -- ------L------- ---- ------- r N { I r 1 I I 4"CONC SLAB w/66-W1.4x1.4 WWF OVER I [ 22'-6 3/16 I I I I I 4 COMPACTED CRUSHED STONE ..,_..,.m..,....,-......-..-.,..--. ,.._...-.-..._.,..M-n. ..-..a. _.�.. :.. J _I � ._I � ... . _... .. I I I� ON COMPACTED GRADE(TYP) FOUNDATION PLAN ` CJ (DATUM EL 0'-0")(SEE CIVIL) SCALE: 1/4"= 1'-0" ., �I � � ,� - 8 WIDE TURNE I C2 P I I DOWN SLAB I I I 1. FINISH FLOOR ELEVATION= DATUM EL 0'-0". CJ CJ I CJ I ( 1 2. BOTTOM OF FOOTING ELEVATION SHALL BE-3'-0"BELOW GRADE UNLESS NOTED THUS(-#'-#")ON PLAN. I CJ CJ CJ ° °I CJ A Y 3. TOP OF CONCRETE PIER ELEVATION SHALL BE-0'-8"BELOW FINISH FLOOR ELEVATION UNLESS NOTED C2 P1 I I I I! 'I I - `"" EXIST U ^ CONTRACTOR NOTE: THUS [-#'-#") ON PLAN. EXTENT OF NEW SLAB DO NOT BACKFILL AGAINST FND WALL AREA.TOP OF CONC �"I I ;_, 4"CONC SLAB w/66-W1.4x1.4 WWF I I I COL pF) 4. ® DENOTES EXTENT OF CMU WALLS. SEE PLAN FOR WALL THICKNESS&APPLICABLE 1_ ;_ UNTIL FIRST FLOOR HAS BEEN TO MATCH EXIST, N I I I OVER 10 MIL VAPOR BARRIER OVER I I I I INSTALLED OR FND WALL IS 'SECTIONS FOR REINFORCING REQUIRED. FILL ALL CORES SOLID WITH 3,000 PSI _ N _ _ _ _ - _ U_I_ _ - 4 COMPACTED CRUSHED STONE _ _ I _ _ I I _ _I _ _ _ C ADEQUATELY SHORED. GROUT BELOW FINISHED FLOOR ELEVATION. v I I v ON COMPACTED GRADE(TYP) v I "�- - ° � 5. DENOTES EXTENT OF REINFORCED CONC WALLS. SEE PLAN FOR THICKNESS P E C O N I C O E v I I I (DATUM EL 0'-0")(SEE CIVIL) I I AND APPLICABLE SECTIONS FOR REINFORCING. LANDING C1 P1 I I wti I 16'-101/4" S2.0 I° I I I I I I rl E Z,X!ST , SI,P, ON CONTRACTOR NOTE: 6. "CJ" DENOTES SLAB CONTROL JOINT. SEE DETAIL ON DRAWING S2.0. CJ CJ CJ I I V-O ( )CJ C CJ I ° � CJ DUE TO EXISTING SUBSURFACE CONDITIONS,OVER-EXCAVATION WILL BE 7. SECTIONS SHOWN ON PLAN APPLY TO SIMILAR CONDITIONS THROUGHOUT THE BUILDING. REQUIRED TO PROVIDE ADEQUATE BEARING FOR SLAB ON GRADE,WALL PUB DINING I I I �---- �--_�-�.w-�•-� I I I I I � EXTENT OF NEW SLAB AREA. AND COLUMN FOOTINGS. SEE THE FOUNDATION NOTES ON DWG S0.0 FOR 8. SEE DRAWING S0.0 FOR STRUCTURAL NOTES. I TOP OF CONC TO MATCH EXIST. MORE INFORMATION. 9. SEE DETAILS J/S2.0&K/S2.0 ON FOR TYPICAL FOUNDATION' DETAILS @ UTILITY PIPES. Zr---:ISTSLF,E?0'1 , I A - __i :, �N & PORCH Cl P1 GRADE(Vlr=) I a I I ! �, U U I I Io 10. ALL EXISTING CONDITIONS MUST BE FIELD VERIFIED BEFORE ANY NEW WORK IS PERFORMED. (E)FrC 4.00') C1 P1 s I I I (F) F2112 WIF) F�,IST . COL I I I __, - _ _- _, _ ®- __, _ _,_- 11. (VIF) DENOTES TO VERIFY IN FIELD. P. f (VIF; I I Q' 8"CONC WALL w/#4 @ 24"o/cVERT ` -I 12. SEE ARCHITECTURAL DRAWINGS FOR ALL REQUIRED DEMOLITION PRIOR TO START OF NEW WORK. ADDITION I I CJ ^ "'I CJ  @ 12 o/c HORIZ CJ I I I I CA � � o - - - - - - - - ,_. I ---= =----U ------- ------- `-' ---�--I ------ NOCK RD 1 1 R I I 1500 BRECK 4 CONC SLAB w/66-W1.4x1.4 WWF GREENPORT, NY 11944 ------�..-_-_--� - - ° - WOOD POST SCHEDULE r--- - --- ------ ------- --- - ------ � OVER 10 NIL VAPOR BARRIER OVER C.5 8"CMU WALL I F20.12 I I C1 P1 F20.1 C1 P1 I I I I 4"COMPACTED CRUSHED STONE MARK SIZE CONNECTOR C1 1P1 I I ON COMPACTED GRADE(TYP) WP-1 6x6 PT SIMPSON ABU66Z w/(1)5/8"0 HILTI KWIK BOLT TZ U v I I E I III (DATUM EL 0'-0") (4' EMBED)TO CONC&(2)1/2"0 BOLTS TO POST S2.0 6 I I I IN I_ �.. I I - - I Issued For: SA - - - - - - - - - - - - I - - - - - - - __ __�__ - -� PRICING SET I , _ .� �. i .��. M _ � COLUMN SCHEDULE I � C1 P1 .--I �.� ,._. SAW CUT&REMOVE I I I C1 P1 SAW CUT&REMOVE EXIST CONC WALL MARK SIZE BASE PLATE ANCHOR RODS REMARKS Date: I EXIST WALL(TYP) I I I &SLAB AS REQ'D FOR NEW P2 PIER. 12-23-2020 INSTALL NEW4"CONC SLAB TO MATCH C1 HSS6x6x3/8 3/4"x13"x1'-1" (4)7/8"0(9"EMBED) EXISTING(TYP). DATE RELEASE C2 HSS8x4x3/8 3/4 x11 x1-3 (4)7/8"0(9 EMBED) 11-02-2020 PRICING I, ZXISTSJ-F^ON I I I 01-12-2021 EQUIPMENT MEP COORDINATION I' GRADE VIF 03-04-2021 PRICING �`1.ST k'! COL(\TF) COLUMN SCHEDULE NOTES: 02-25-2022 ISSUED FOR CONSTRUCTION 1. ALL ANCHOR RODS SHALL BE ASTM F1554(GRADE 36). SEE DETAIL THIS DWG. 06-03-2022 PERMIT SET 2. SEE TYPICAL BASE PLATE DETAIL ON DRAWING S3.0. 12-05-2022 AS BUILT I I I I I I I I I I- I I� - { - - - - - I m ISI C - - - - $ D a I(VIF) CONCRETE PIER SCHEDULE MARK SIZE REINFORCING REMARKS II I i I I I I (8)#8 VERTICAL P1 20"x20" #4 TIES @ 12 o/c Iy I I I I I I I I I I I II (IN PAIRS) I I #4 VERTICAL P2 12"0 #3)T ES @ 12"o/c I I (IN PAIRS) I I I I I I I I I Q I I I II 1 I I I I I I I I I 5 1/4"x51/4"1.8E PARALLAM �C 2 I E F?'? VIF FOOTING SCHEDULE PSL PO T(TYP 4 LOCATIONS) )F3I (VIF) O ) 24�� DOWELS TO MATCH 4"SLAB ON GRADE MARK SIZE REINFORCING Proj. No: 1310.01 ® -_ � _ ® p ®I - - - _ _ JD4 24 VERT REINF w/WWF(SEE PLAN) (3)#4 LONG WAY BOT Drawn By: 2.0 F20.12 2'-0"x1'-0"CONT #4 @ 12"SHORT WAY BOT Drawing Title: I ri I EXI T 2 THICKENED � - -.....-I I I _ ��,-J I SI �B w/(2)#5 CONT(VIF) I TO CONC EL F20.12A 2'-0"x1'-0"CONT (4)#4 LONG WAY BOT "1' FIN GRADE SEE PLAN #4 @ 12"SHORT WAY BOT I I (I I I I I I I I �'", '""`� (SEE CIVIL) � ` � ( ) BF28 2'-51/2"0 - I FOUNDATION PLAN FOOTING SCHEDULE NOTES: I I I tm-'' -F a - -_ 1. ALL FOUNDATIONS HAVE BEEN DESIGNED USING A SAFE 16 11 vl`I (� Ir) R-10 RIGID J #4 @ 12"o/c HORIZ d a = _ /� INSULATION ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF. I 2. REFER TO THE FOUNDATION INVESTIGATION REPORT LISTED IN rI I Z #4 @ 24"o/c VERT----___,'-, d _ _ /� THE STRUCTURAL NOTES ON DRAWING S0.0 FOR ADDITIONAL INFORMATION REGARDING THE FOUNDATION CONSTRUCTION. I 4 8"CONC = _ 3. "BF"DENOTES CONCRETE FOOTING FORM BY BIGFOOT SYSTEMS. WALL a = = INSTALL PER MANUFACTURERS SPECIFICATIONS. da. a a a a • a BOT OF FTG EL 0 00 (SEE PLAN) SEE PLAN/SCHED FOR SIZE&REINF 1 SECTION S1,0 SCALE:3/4"=1'-0" DAVID S.FOWLES,AIA NJ 21A101611700•DE S5-0007986 NY 042978-01•PA RA-409294 (1)UNAUTHGRIZFD ALIERAI:ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HFREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECT104 OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL DR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(A)CERTIFICATION INDICATED HEREON SHA'.,RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUB(NS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPIIC TANKS(Sr)8 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, 400 Ostrander Avenue, Riverhead, New York I1a01 N Np tel. 631.727.2305 fax. 651.727.0144 o� admin®youngengineering.com S W+ \ v �oN o Howard W. Young, Land Surveyor ` Thomas c. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert 0. Tost, Architect I k PROJECT ,. ., 51 TE d• x � LANDIN65� ATS` SOUTHOLD w.e3 a . x s 1 o�y � a � �O af: MAIN ROAD ��N.�. RTE 25) 2 Q z > N� >' z Z KNAPP pi 6CEN \ 2 y C � � Q 'A u� LOCATION MAP NN WETLANDS lilt \\\s EXISTING i ENGINEER'S CERTIFICATION \n�\ BRUSH La, \ ` '/ wT `F �-m n � �`�w,�"��- �z..e �� ,"��,,,:4 �.,t• r t ,m�r \ / �,, ', tom' ., ,`> y>•N HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q5n THOMAS 0. WOLPERT N.Y.S. P.E. NO. 61455 DOUGLAS E. ADAMS, N.Y.S. P.E. C, SURVEYOR'S CERTIFICATION N s ` EXISTINGC. \ TREES EXISTING ` BRUSH - - \ LANDSCAPING BY OTHERS �? - �` NEW CONCRETE S' RETAINING WALL \\ NEW CONCRETE HOWARD W. YOUNG, N.Y.S. L.S. No. 45585 \ WALKWAY LANDSCAPING _ \ BY OTHERS LIFE CARE COMMUNITY PROPOSED TERRACE PUB DINING PROJECT r— — — — — — — — — — - - - FE-CONIC LANDING AT SOUTHOLD 2 1/2 TORY APARTMENT of Greenport, Town of Southold 35.8' rn DINING TERRACE BUILDING PROPOSED Suffolk County, New York N N l i N COVERED ASL I GNMENT PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - -- i PORCH I ; County Togx Map District 1000 Section 055 Block 01 Lot 25 33.0' MAP PREPARED JAN. 201, 2021 a i I 3 Record of Revisions REVISION DATE GENERAL MAR. 17, 2021 ADD GT SEP, 2Q, 2021 1 SGDHS NOIR#I NOV. IT 2021 N m I STORY COMMUNITY CENTER 20 0 10 20 40 60 0 TL Scale: I" - '?O' JOB NO. 2020-0174 DWG. 2017-0255_2020_0174_hordpIon I OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR EIECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INS'ITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 114101 tel. 631.'727.2303 fax. 631.727.0144 GUARD RAIL AS PER ! admin@youngengineering.com NEW YORK STATE ���� � yowt� BUILDING CODE (STYLE AS OWNER) BY Howard W. Young, Land Surveyor N m Thomas G. Wolpert, Professional Engineer d Douglas E. Adams, Professional Engineer Robert G. Tast, Architect DRAINAGE DESIGN CRITERIA 4 CALCULATIONS �, I FIN.GR. A = AREA OF TRIBUTARY (5.F.) 3° + R = RAINFALL (FT.) ------ --- - ------ G = COEFFICIENT OF RUNOFF DRAINAGE 4 It •a ;.:' ® - 2"DIA. REQUIRED VOLUME PIPE I MIN. ;,: a WEEP HOLE V = A R G PROPOSED ROOF: 1,145 S.F. x 2/12 x 1.00 = 1411 G.F. *° 4: 10'-0"O.C. PROVIDED VOLUME I OAST IRON FRAME GRATE CONCRETE RETAINING WALL 7'-MAX.s=18" U5E (2) 8' DIA. x 5' DEEP POOLS = 255 G.F I CAMPBELL FOUNDRY, PAT. NO. hW C IN 0 D L P LW 1768 OR APPROVED EQUAL. +,' = 4" FIN.GR. 5' 2'-2" 3'-3" #4 @ 18" #4 @ 18" 4-#4 #4 @ 18" #4 ® 12" Lw n.•. :. Q. 6' 2'-5" S-9" #4 @ 18" #4 @ 18" 4-#4 #4 @ 18" #4 @ 12"lu ' PRECAST CONCRETE -1 FILTER TRAFFIC BEARING SLAB A� 7' 2'-6" 4'-2" #4 @ 14" #4 @ 14" 4-#4 #4 @ 14" #4 @ 12' FABRIC MFG. BY SUFFOLK GEMENT BANK RUN 4'-8" #4 @ 14" #4 @ 14" 4-#4 #4 @ 14" #5 @ 12' 2. L OR APPROVED EQUAL. D v`- a. A N c� o- Y GROUT AROUND NOTE: P "•_- ENTIRE PIPE ' = FINISHED SURFACE OF RETAINING WALLS :<`.• ;' 11- Q D MAY BE CONCRETE FORMLINER PATTERN OR MASONRY VENEER. '' Q- PRECAST CONCRETE L e DRAIN RING5 A5 MFG. BY SUFFOLK GEMENT �. = a. �•'�-- ,:• . o® OR APPROVED EQUAL. A 4 Pl P. Q tr T> ih iv z =00 L GW EL W LEACHING POOL TYP I GAL REINFORCED CONCRETE RA=TA I N I NG WALL NT5 NT5 \ '`• _A 1 v I WETLANIDS ,r I 1 \ •�ti r�r t I \ \ 1 I /ter i ENGINEER'S CERTIFICATION \� I \� 15 g1 ��� m,n,�d-yotm• i ��\ k i k a _ — — \\\ \ \ X16 \\ \ ` / /� /'i / �� / / / hp3 ♦ s *" ^� a �,e�p' R na« d': HOWARD W. YOUNG, N.Y.5. L.5. NO. 458415n THOMAS G. WOLPERT N.Y.5. P.E. NO. 61483 DOUGLA5 E. ADAMS, N.Y.5. P.E. NO. 80841'1 Al SURVEYORS CERTIFICATION -I8_ LIMIT OF GRQUNB �YSTURBANCE f EW CONMETE /• - "' 5,300 SF RETAII�t*,G WAtL N `\ \ �' \ \ \ �� — — — — - , ?•«-,».- — —Tw=09.27 �` / 9?� —zl_ — — ' = — — "" �-� B .24eo' ' _ 2� NEW CON8RETE < t — -22- — Tw=29.27 _CONCRETE — Bw=24,00 �PEIR(TYP) — f / WALKWAYS -23 - - - - - - - - - - - - - --24- - - _ _ - - Tw,293b' / / 1\ /� —2 - Tw 29.38 `25 k 2927— — �5'S 6' Bw=28.70 - — — 2s — — 6. \ \ \ 5 ,�— — k — / 4 _ I HOWARD W. YOUNG, .5. L.S. O. 458413 a \ .< \ Bw=28.70 . - - - - - - - - r M, .. X27"' " " 2g' \ — 29 8'DIA.x3'DEEP -2s- — ... . 2Z — — —PROPC}5ED 27 28 = \28 — y CEA�FIING�OOt —27—:r`- — — — — TERR�iCf —�+ — — o — *Z9.40 4%MM- —28 9:40— — — "58— — '-�+ 2$. 2 _ L I E CARE GOMMUN I TY -29_ � k2 } ASE- r- - - - - - k- - - - - - - - -- 29.50 2g 8a \ \ 0* �® Y 46 q6 _29\ \ \ E�=28.50 : -� 29.50 293 s I ��/ GRATE a — w�' "��qa�� p : 2 1/2 57ORY APARTMENT 9• . N 6 DINING TERRACE ... _. _. -- _ .-._... .� . l K } 2 �_ l 12 EL=28.90 k2 t a , ° �`•� PUB DINING PROJECT meet PROPOSED o — BUILDING __.....�._: - existing l - PEGON I G LA1�lD I NG AT SOUTH D , L ,... .. 28 c6 +x s _.. .. _ ._-..-...._.._, .... `.`8'DIA x3'DEEP *29.7:t I E _ i� _ , COVERED ., _ 4 LEACHING POOLO 7-9 ......„,—"— J , C3 2� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PORCH a Green ort, Town of Southold I 29• g 6� 29.70* fig. �" I p Suffolk County, New York EXISTING METAL FRAMED 9?� 29'7° I 2s 93 AWNING TO BE REMOVED 29 1 \�� EXISTING ROOF OVER i GRADING I$ DRAINAGE PLAN EF�� PORCH TO REMAIN County Tax Map District 1000 Section 055 Block OI Lot 25 EXISTING ROOF OVER PIPE FROM INTERNAL TO BE REMOVED DOWNSPOUT WITHIN MAP PREPARED JAN. 241, 2021 I COLUMN. Record of Revisions I I I REVISION DATE ------------------------------------------ GENERAL MAR. 17. 2021 ADD GT SEP, 29, 2021 5GDH5 N'OIA#I NOV. 17, 2021 I STORY COMMON I TY CENTER E I , 1 a N DO 20 O 10 20 40 60 0 Scale: 1" = 20' JOB NO. 2020-0114 DWG. 2017_0235_2020_0174-hordplon 2 OF 4 (1)UNAUTHORIZED ALTERA'ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION Cf FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS DR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11101 TRAFFIC tel. 631.'127.2303 fax. 631.'72'1.0144 TRAFFIC BEARING SLAB admin®youngengineering.com LOCKING 30' -17 BEARING SLAB LOCKIN& CASTING }A�{y 4" PVC, PIPE LOCKING TRAFFIC b" PVC, PIPE CASTING RIM=30.0 a 2.00% MIN. CASTIN65 BEARING SLAB ® 1.521% RIM=21.1 �J �- RIM=21.0 Howard W. Young, Land Surveyor 5o Thomas G. Wolpert, Professional Engineer -� - - -j- ----.-. - Douglas E. Adams, Professional Engineer 00 iV OD .-.-............ CV T- - Robert G. Tost, Architect IE=24.48 - - 00 IE=24.38 ___..... .. � . IE=23.18 EXISTING BUILDING 4.00' CONNECTION -0 (KITCHEN LINE) 4' DIA. MANHOLE #1 0 0 0 0.50' IE=23.28 IE=11.18 _ o o °o.� IE=2i.18 SANITARY DESIGN CRITERIA 4 CALCULATIONS ,fl 0 - �l Q POURED 90U.r prnlw --0.53' `t CONCRETE ao INVERT DESIGN CALCULATIONS 4.00 �EX15TIN& 8" SANITARY SEWER COMMUNITY CENTER HYDRAULIC PROFILE 4' DIA. MANHOLE #2 MAIN DININ6 ROOM: 160 5EAT5 ® 30 GPD/SEAT = 4,800 GPD ,mnu>d-n�+•� BISTRO: b8 SEATS ® 15 GPD/SEAT = 1,020 GPD 0.5D' MONOLITHIC MONOLITMIG BAR: 14 5EAT5 @ 15 6PD/5EAT = 210 GPD BAR 5EATIN6: 26 SEATS ® 15 6PD/5EAT = 310 GPD 10.00, --I 10.00' HEALTH CENTER SKILLED CARE BEDS: 32 BEDS @ 150 &PD/BED = 4,800 GPD 6000 GAL.&REA5E TRAP A5515TE12 LIVIN6 UNITS (UP TO 600 SF): 24 ® 100 6PDNNIT = 2,400 GPD INDEPENDENT LIVING UNIT PRG UNITS (601-1,600 5F) = 46 UNITS ® 150 6PDNNIT = 6,100 GPD SPECIAL NEEDS 8 MEMORY CARE UNITS SPECIAL NEEDS = I1 BEDS ® 150 6PD/BED = 2,550 GPD MEMORY CARE = 16 BEDS ® 150 6PD/BED = 2,400 GPD APPARTMENT BUILDIN6 NOTES FOR PRG UNIT (601-1,600 5F): 115 UNITS ® 150 6PDNNIT = 11,250 GPD ABANDONMENT OF SANITARY STRUCTURES PRG UNIT (1,601-2,000 SF): 11 UNITS ® 225 6PDNNIT = 3,825 GPD GOTTA&ES, ABANDONMENT IN-PLACE PRG UNIT (> 2,000 5F): III UNITS ® 300 6PDNNIT = 33,300 GPD EXISTING SYSTEMS SHALL BE AEANDONED BY REMOVING ALL RESIDUAL 5EWA6E WASTES BY A, LICENSED WASTE HAULER, REMOVING THE TOP OF THE 5TRUGTURE(5), 6AGKFILLIN6 WITH SUITABLE SAND AND TOTAL PE-516N FLOW = 11,845 GPD GRAVEL MATERIAL, AND PROPERLY COMPACTING. * CONNECT TO PUBLIC, 5EWER ABANDONMENT BY REMOVAL EXI5TIN& 5Y5TEM5 MAY ALSO BE ABANDONED BY REMOVIN6 ALL RESIDUAL SEWAGE WA5TE5 BY A LICENSED HAULER, REMOVING THE ENTIRE 5TRUGTURE(5), BACKFILLING WITH SUITABLE SAND AND 6RAVEL MATERIAL, AND PROPERLY COMPACTING. 1DES16N CALCULATIONS UREASE TRAP ABANDONMENT OF SEWER PIPING ' MAIN DININ6 ROOM: 160 SEATS a 20 6PD/5EAT = 3,200 GPD THE A550CIATED SEWER PIPING SHALL BE OUT AND GAPPED AS A �' "� BISTRO: b8 SEATS ® 5 GPD/SEAT = 340 GPD MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED I STORY COMMON 1 TY CENTER BAR: 14 SEATS @ 5 6PD/5EAT = 10 GPD FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION BAR 5EATIN6: 26 SEATS ® 5 GPD/5EAT = 130 GPD 15 CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC 5Y5TEM. l ) TOTAL KITCHEN DF-516N FLOW = 3,140 GPD CERTIFICATION REQUIRED ----- THE ABANDONMENT OF EXISTIN6 5EWA6E DISPOSAL SYSTEMS EITHER IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A GREASE TRAP ----------------------------------- LICENSED DE516N PROFE5510NA' OR LICENSED CONTRACTOR A5 REQUIRED -� INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR = 3140 GAL. r-------------- - ---� 34 USE (2) TRAPS 10' DIA. x b' LIQUID DEPTH = 6000 GAL. ` PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS, THE S -_J APPROPRIATE MUNICIPAL A&ENGY WITH JURISDICTION SHOULD AL50 BE CONTACTED. NOTE THERE ARE NO UNDER &ROUND UTILITIES WITHIN THE PROJECT EXISTING SEWER 64 2989g5o AREA UNLESS OTHERWI5E SHOWN HEREON. LINE TO BE Jr ABANDONED -------- EXISTING BUILDING Ar I 7985 k I EXISTING BUILDING � 079.1 a CONNECTION TO _ ' I CONNECTION TO --- '�' ---- REMAIN REMAIN 5a k30�$ 5� ---- / 1 ® 1 3----k '_ _---A' \ `k 50.b5 /A-7(3.9b �29 98 y 0 X0 0 62 3p 5a F`3°565652 ` \' 3-Ar I 30 64 9 P� l k.1 ,7L 30 05 `'� I -3q-------- k-�r }3°159 X�j5 k -----------------------------------k r, / 1--- 30, 5 3 Ar , �t NEW SANITARY I %.65 11, k�0 q3 ,%`'`y 3p61� 1 302 3023 ` t15 I 290 k ' MANHOLE#1 I I 055 / / ``k '55 % \ 30068 1 30. 8f 2g 33 i - 3 . 29. k ENGINEERS CERTIFICATION RIM=30.00 --------- �°6�-- SMH \. 3052 30 ; 258 I x �t�\ e I 5 *,__ +j5 3 �,, '48 1 ,1 ` ` 0 01 0 50 30. o"nyt.F+lonag IE=24.48 N - - T / - ��}3 241 \ 30 h _ - 29 ` 1 \ `\mak 9$ RIM=29.96 - a o. °ga- --so_1 / 9. , 23 IE=24.38 S i g3 0 \ ;7(3.9 k2 roo I \3�55�- ' ' 3°' - ---------- k 29 1- -s _ s 9E=21.66 W .k ° 5 15 3 1 9\ 9005 30.p0 ) 30 02 g 5p 3 29 54 SOLO 68 IE='t0 1 S JS k29' 1 -50.bb P------- 30� 4 12 61 ° -- ------ 11 *, `- 96\ ------ 965-------`,9 4 _ 962 �� 1 2y-i '0 � 29$1 I$1-' Cf �9• -------------------kms b \ �q g 51-- 5a 9 5 6�_ - y 9 g5 01 '`t'6.2° F 01° 6 k 2 2g 66 k �'a57 " o r,.T},F XISTING GREASE 29�y` _ ass - 2 0• o, 1 3 9 1 -"TRAP L \ . 9 5 62 Ar- I 30. , 2 6 25�C` . ._._,,............ •', .; „ .._.�6r. I:tit '...t,A'°, I TO BE REMOVED � � 9 q5 . 2 5 2g - 1 - -- _ I I 6 2 ,\ .. -. .�s;.•_:. n •�' 32 3 % 31 2 'yk 9 6 30 g 1 2 g �1 Zg 35 2g 5 CAP 2 9 - (iS yl �0 53 2 �` �` �' tk0\ k 9• �9 L_ -- -----" 2 3 � 2 � 9• �� EXISTING '� SEWER LINE 0 2 9 a 9 1 rt s s / 2g A Zg,42 k 59 --- 1 81 2 8 29 -__- -•6 t'' I -- ` ' NEW SANITARY 2g' A 2g 35 9 25 2 g.2 9 8'•� --T-- _ \\ \ g \ 7-S j9• t9• 2 g 1�\ SET 2g a % MANHOLE#2 / 2g /30' OF 4"SDR35 ! �2 GT GT s RIM=29.70 k2g \ \ HOWARD W. YOUNG, N.Y.5. L.S. NO. 45813n /k2g 926 / :2$�a �5' - 39' 3 IE=21.98 W 22 2g8� k291a THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 v / 1 2.000% I : • `` X29' "L9 R l \ 901 29.2 / .`.'d t<'•,� ,t.,;,.>••.• IE=20.08IN 29,�------ 29. 5 \ DOUGLAS E. AD a --------#-------- �9 / AMS N Y 5 P E NO 80811 / ' / ;' ;' ;' 3 /z9 51 IE=19.98 S / - �;' - 1 2g ,20/ , \ 2g 39 31 / k 25 90 !' 2$3� 2$6 $ 6 \ �26 k F 25 \ \ - - -29- - -- 9 h2 fi'/ 03 k 2g 1 g k S 25 86 28 85 Y / ?-s.g -'\ / k 1 Pc'QNM`1\ ,28280 _ 290�i r�r ``\. 2 2$98 1 g6 �� 2$9 \29\ SURVEYOR'S CERTIFICATION n /X299 k29,22 / FtP\1` ,h 161 NEW GRE 15Ek8 AP tZ�� .2 a 1 \ k +ro"n9eFnmma / �/ (2)10' DIA.x 6' DEEP k280 X92\ N / 86 /� INLET I�--n.7 _ \ i I j�J d 7S.9A, / X29' / \ OUTLET IE=23.28 �za z 7,b 36, k 2$91 ?!5-,6,05 ' tr\ i \\ X 2 82 ❑ 9 24 -29 N /X 29 \ 181 9 i i �j s i 1J2 O�aG / // / 17' OF 6 SDR35 \ \ GP0! f I _ t r' 2\9 i i /` F\P Jr84 7.529% a 11\ ip \ h1 21• n -28-k21 ga 'k r0 i \ i - 2864 Zg¢$ 2g� Ar 25 g3 2 \ 1 21 1Lt �ni21$1 / // O r d�- b���/►'L y 2 X ! 10k l\ X2� ` I \ k28 A6 21 i i HOWARD W. YOUNG 5. L.5. O. 45813 a / // p i I 2 � ti i i '199 � \ , / i Ii i / / / / • GN 1 S\ $,26 w� _... X30 40X30.2$ 30 \ k2$ 25 �t212 i 8 i \ \ 2$\5 `�6 210 ip LIFE CARE GOMMUN I TY 3 / 1Fr`/:�`X2560 / 1 -'' 27 h2 i\ \ 2153 1 O �/ -2651 �' i / / / / / /�� \\N ' k292 �' I-i 91 4g i i\ 121 38 -_,�21 Aa 21 55 a a' # , 2�a/ / ti� OR��� PUB DINING PROJECT \ g�� f 21' / I Z-1 A� 2 52" ----------- q%Y56 �1 81 gh 6 / / / / / \N 2550 N / i 21k21 ---- -------1-21------ 26 6 9 2a g226 ,6 ?f6 6 / / // "�� �� i� GON I G SND I NGT 50UTt-FOLD t� E \/\ \ I 53 , ^ $ \ 116 , s SMH 9m 26322 ° / /� , \ k g�9 5 ) h \ \ RIM-27,33 / 26 /- / / / / ;: \ \ at Greenport Town of Southold 2 , 1 X29 L( I \ \ / ;, i Zn .� `. .7.;9=16.48 N /'` 22. 4 \ -X2oa3 Suffolk County, New York 43 1• �- X 1 n 4 �, //k26 263'1,- __ X ` 1`2656 /X2 27 _ S / / 25 56 `2556 k2 ,`\ ` / ,/ 3°\ 30 20' 08 ) / 2 �� /• 25 \ / �- .. N k 0. 628 6 \ s s k �B• 2 52 F \ a 4 j 26 31 2 6 630 ER 5� - - - - 714 SANITARY SEVER D 15POSAL PLAN ;4051 3 ' \ 261 - ~ 2 -------------- ------------- ---------- S� 26/ 31` \ A53 \ \ X - R 5 s 5 2552252 4 / ' --- _ .-' P -- ---kms__. ___ S °X \ 1 2� 43 1 035 Block OI Lot 25 6 '' 4 5 S� - -� "-\s �$ *' 24 ' Count Tax Ma District IOOO Section 2 " -------X 25$ / �`.16/ - _ - -\�S 24. 74- 79 ` y p 2g 32 /i 250 2515 �/ �XZ�s _ - em\ I 24 `,\l\L MAP PREPARED SEP. 21, 2021 X26 g -60? / S/y � " s� � \�o R 23 Record of Revisions �\ \ DATE 2g 6a \ 2591 � A-, '��e2 1 e',�-•2532 s/��- '`�125�3 2a ) I ;' g0 5GDH5 NOTA#I NOV, 11. 2021 / I2y5a -14 71 , 569 -----t bin 0 ¢ 5.9h41 / 22 56 rk 2 N 2g59 m I N ks 20 0 10 20 40 60 5 o - Scale: I" 20' JOB NO. 2020-01'74 DWG. 2011_0235_2020_0174_hordplan 5 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR EREC1 ON Of FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHAD.RUN ONLY TO THE PERSON FOR WHOM THE.SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS)R SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander A nue, Ri eax .rhe fiN or p OI t admin®youngengineering.com WETLANDS - 4 yowt� Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect 1IRP � \\ \\ EXISTING \\J') \\ \ BRUSH y' `\ (J) \ \��9\ I / EXISTING / / / / / / / *EES EXIS G \� \\ \ \ \ \ \\ \� \\� \ \\ \\ \��,� ✓ // �'� // / // // BRI H \ \ _ — — — — — — —23- - - - - - - - - - - - � \ - - - - - - - - - - - - - - ter.- -26 - - - -25- - - - - - - - - - _ -28- - - - - - - - - - - - - _29_ _ - - - - - -29' / - - - - - - _ \ \ �28- _ - - - - 2 1/2 5TORY APARTMENT w. BU I LD I NCS I t I i I i I I I I I t 1 i 1 I ENG 1 NEER'S CERTIFICATION I STORY COMMUNITY CENTER r--- ----- ----------- ---- r --------- __ I •/� ``1 i i �� ` .,.rdr._v4.'t R r.rR° ,',.> � ' '1•x`4 �'q'�� -'��''�.^_ sg • HOWARD W. YQUNG, N.Y.S. L.S. NO. 455Q5n ;'.� r�'.� nF1•?,��a�rq'w�r; `r a 29 2g g0 THOMAS 0. WOILPERT, N.Y.5. P.E. NO. 6 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. sOSQ-11453 c 6 c:,J Vb7 Ar ----t- - - ----- — Cq �Ui�'.1 GERTFICATION It- 0 I � L 30 56 30 53 /%' 15--( U 30?4// 2913 - gMuuH F Rmnw o i 01 I _. 30. kip.• ---------------- Ar --------_- $ 1 5 =------k I I 3�65 2g 9 Cl) 0 3062 3p 56 30 5�36�652 I ® I �p la 30 16 30�' $ k 56-------------------------------430 64 P k 30:05 `,� 1- #_ _O �-----------k A-- kg0�59 i j3 ®'6� kap`Lq i C14 �V \ 3068 I 3 056- / 9�j3 30 35 301 I 3 06 % / 29 83 \ 0 2 (, ' 52 I 22 '30 q9 I I \ pG1 50 30. - - 1�3 3 4 0 45Art- 9 0 3 b 3 ., 30. 3 r I \6T g6 p 11 3 g 90 4q 2 I 4 1- 1 5 5 30. I p5 3p. I p 02 ' ap 50 i 2 i 9roT'S 8 � _ \ -4- L� � 3042 4 I 3 7C3:51\ OVE 5 / Ir 2 6 -- -- \ u i 2 86 -- ------- - R 1 p0 / 12 61 2- ° -- 11 _, - ------------------ 9 6�------- 6y -' g4 9 6 1 I -, .1 81 Y2g 61 Cj #�9' _ 6 9• 'Y 29• a' kt 2g 81 66 � WC.��- \' ' CL 29• a 9• 9. 9a 01 fib• OI X29?" 12----------- 32 3p 62 k% '31 3p 2£ I 29 6 29 25 - \ g 45 55 29. i I 'mak.,� 66 2g. o HOWARD W. YOUNG, Y.S. L.S. NO. 455�i3 g 9 �` 2 38 29 51 s / 2g. 9 g9 1',L -j jp Na 53 9 (� \ a -30:5'D 1 �2g 2 9 jjvo / ✓ 59- 1 20• �< h0 2°�499,(3.59- 9gh 6 \ \ /' o� k29 292g69 2g 8 2$ r 2g 81 4`1 \� \ `J 2S.`1 29 35 28,25 29? 29 cRp \ / 2 2 4 GOMMUNI , \ 2 / LIFE GARS -� k PUB DINING PROJECT \ 81 / 2818 - —2 �•�� 9.3 g 43 � \� k29.22 -- 2g21 5 / k2g 18 91 i 9� �. k 6 - ---#-------- 37 / \ -------- 2g 3g PEGONIG ,f��' 2a 90 %; 1 Zg•3� 2a6 `\ z6k 2a° ` - - -29— k29p3 { 2g�g LANDING AT SOUTHOLD °5 �� 6 2 _ s• \ , at (Greenport Town of 5outhoid dl 2a% 2B•26 ' f 8 96 28 85 k' \ / / 25 3a` 1, 1 yl9• Pspr\ENS /2g 2g 0 '6 - 2g 0\% r ` �. 2 1 \ 98 �� i 6 Suffolk Count New York (, o / 29 92 ; ' g 22 69 County, EX 15T I NG GOND I TI ON5 MAP \28 _ County Tax Neap District IOOO Section 035 Block OI Lot 25 / 96 i /k 2$91 266 4'� 4 MAP PREPARED) O�'GP 22 ' \!�\ 1 ag I 29� FSP p _ -/ r �1 k21 g4 /_ JAN. 29, 2021 �P� Ir\ - - —2B- -93 it \\ / 21 g1 SPNP\�� II\ I 2864 Record of Revisions \ - \\ / 53 2g e9 k X28\ / S REV I S ION DATE 3063 1 k I 2852663 2 J 2�22i k21$1 / / ,��(j GENERAL 1 °k • ;,r k21' \ kza ! I / / SEP. 2Q, 2021 ADD OT MAR. 1.7. 2021 SGDH5 NOIA#I NOV. I'1 2021 26 / % / / / / / / i``➢JI 'gyp k30 q0 3p 28 k 6 Izz` 21�1#--•-'�2�q2 at;' � � � � - ''\ 1\ ', 22 1'S `� O _ �i X611 l' � �/ // / RpJN c \k2g.2 ��I-1I 2188 - ' -- X21.00155k \_ '- - k2IA �-' / L - 0 20 O 10 20 40 60 45 0 9 2 9 2 9 3 �' -------------------- 1• 26• 6 , 6 F 55 k2 \ p " 1 \ 1 1` 1 1261 2 - 2 36-__ $1 29 922 6. 6 a 1 % �k2g5 1 / p \1 2 218 r S 1-- -- ------� /'\ 26/g3y 2632 /26 p6 1 L o 1 131 `' i 'C L J05 NO. 2020-0174 DWG. 201'7_0255_2020-0I'14_horcipIon 4 OF 4 nm NOTES: '�RCVIDE SHALL BE UNDERSTOOD AS'F'JRVISH AND INSTALL•. 2. PROVIDE Al WTERLALS,S"STEMS,ANO ECUIPMS1 SHOWN Al.DFSCR,BEC ON 1115 DRAWING JILI OTIERWISE IN]ICATEC- - - TIE CDNTRACIOR SHALL LURE IC PERFORM T PRC..T_CT SITE BINDS TO THE Bio TO AS SEES ACTUAL NS BARTON&AweocSatea,THc. MRHOIIT EXTRA CHARGES DESPOT-'T'HES.GNSCRAUCENOF RCASON E ANT.0TNE PATED CONDTICNC YE AL,RECEPTACLES H1 BE FED R PANEL PP-CCE-G.UNLESSOTHE4W5E NOTED t< ' CIRCUNUMBER SH-BE AS SHOOWN NExT TO THE CCVICE ceo cln_xs�..af�uo cmc 5. ALL RECEPTACLES FED FROM THE EMERGENCY PANE'_SHA1 BE FED FRDM PANE_Eu--CCE-G, UNLESS OTHERWISE NOTED CIRCUIT NJMBLR SHALL BE AS SIOWN NE? TO-HE DC%'.CE 6 MAGNETIC DOOR NO'_DERS SPALL BE FED FROM PANE_PP-CCE-G,CIRCIL7161 THE CIRCUT SHAL EE RCJTED THROUGH FRE ALARM_TEM CDNTRCL MCGUILLS.OR AS Ef CED E1eE FIRE Al. c Diamond Graup mo-. VENDGR DOORS SYA_L RELEASE LRLN NCTIFICATICH'ROM ETHER EUILCING'S FIRE ALARM SrS--N 1 I c I 225 26� _ ER-----�� O _ r4PG v 7 GECTRIC AA;DBOARD HEATER, _ 6 LONG,25pW/F-,2G8u, P, CO'.IMERCu_GRADE,INTEGRAL I, II 16 I Ili C..1 'd THER OSlni,O-M OR EQUAL f FURNISH AND NSTALLEO w M.0 x I 26�1' I f j I wP dp 24 It Eli bA .., z -`__ a -I b x x R2E �2. E- o z - °_ _2,.Y_._._ _ LT T ET eM AI-IR RTnRoou LNFT O V_ o pe C'Ir (2)112 a(,)1126; _—IJ,I NP-CCE-G 1 [22q EwnI:rlDNu Hv IXwuET nx O la)la a'(I)I,DG 'I�, I2 Z 2A I i 1 s Pofc sDF D (3)112a(1 pec zd i z0 BM N L)E �— HP I-II � a—moi ro A AN A,-,5w.�T N DGxT w d Si - ` f 2B H � I I I r•, `_�_,.___L a�P 20 Q�,'I i NO SCALE TOILET ROOM EXHAUST FAN WIRING DIAGRAM ® I, Po'ISE-GB L Ly�I 16 1••V� (=I 11Y•a(1)1+y I- ¢s PROUSCOFTFILD ccxxEcrox 41 M O -GB -N",. H �M R,- -1_•- -p B� ill Ii G .-.',.-r•'- III --(-:���_ --=r_ _U.3--2___SO_N-•MJ=N`J�G (2)QIt1O2.a�(I)Ho�PMAAEI IPWII{PACNfEL B(—A,PIF'x CCE-°�f�_ �-'.� __latf __ x-i}.-:L•�__T—O®2 p..I'(---r li �._2.�9.,._-_--_-_.,-e+I—��,CIlt52Go)E_-IGroTe"Elry_�EF A)B•DI°_IIr A" _- 1��26+AM1.8_I_E I:---_—._-__E L utE x+mumNHEgn ].N° 'HANEL DP- CCE_(z) U GFCI FC 4 PIE ) f i.'LII4Z- �I¢- - _ F 3( 1G �6C-G 2)112 a 11)}1C }SON (2•hzn. hG- O2'/1i OzaR 1P IH rK CGE1i .., _ - _--. - .--.---'I', --- '-!- i.,_...� ®- g °Z- , -t f t l fl)Jim S1 32 N 4IR UN'-HEATER -- W 2 1 II I J2 _ n �P bB} ° Q , e 'Q� (21!'z tr - - -_._ I , I o>mo- IlExsn rar rkTUlr FORCED ` ID �]1 __.a:l LED 1' Qe Al..t _ _ I h 6 8 4r . dHWI,NRNISHED 1 1NSTA- . . _-�z-� (, -��f--. 1(z)Pz a t1,/,.c ...(2711c tr(1)l zc Ir'9h »z 2c,_4 EY FG Mo_ -G-_ WW C .N 2 M GCCH i WI 1 F26,2e, ISL,32« nc N LOMMuxm rEvrEi .-a-Iw score d.cmu v, Qz ' _°P. � PIT -- R wCs,--1- �D<_fa-F-G9 y�_GGC-(8 1`4\"`r :�Y.�:? J I RyV2 wa x i - ccuM�Hm• eFw�t�x ,«�;�§�y `+Z 1 '"'t +Yt11; t'tl'; n APAxTMExrt UI NO mnnF. w F I,1 couMUNm DO— CDS \ _ EAST COV COMMUNITY Z i Z CENTER EAST QI 5 POWER ANO MEI <Z HFiLn CENTER-WEST 51CNAL P,_AN x O 1 cxD,xc'Looe-_2 s._ C CJ FIRST FLDCN- I I KEY PLAN: a W NP _ HEALTH CENTER-VST B RDOB_16_ FIRST ME 2.3.1 cud OP__2 B._ awUuaA Dp,'raE:Jf rxoArE' Iu z°m a(Ps- o..Tx2sai s ma+um�.o2c POWER AND COMMUNICATION LEGEND: FIRE ALARM LEGEND: ABBREVIATIONS: NURSE CALL LEGEND: ELECTRICAL DRAWING LIST: EO t ELECTNUL CN2R SHIF � w's- Oe FEEOfP REFERENCE i14 RERR TO FfE[LR LEr1TA & WLBPMnw HORN sRCVLE UNIT AF.I BwE iNI4Nm Ft00R MnEN•-towioz xE a L sre V'�`.L, TRANBFORLER, w H BLSEBURO HUTA LJL TplEr/aLL CRD$[.TCH PARTN 0 N y DO LN1r CENTER wEST /YW\ �5 STNBF lMR EC fLEC.L urR.CTOR E2 J.2 Uf i1xG p X�cuUNm CErv�R i ',°GTN�s CODUNiFTC R[viFAIEEST BARYON&AasoE:)atm,wc DFgUNO. u.NUAt PULL SiAPON D Nm.OnCT6 NTEaN.fnA mJ �' UCH�fIXTAEWSCHJEW'tf4 M1 P C.i.0 Wa PW •M'Ano•/a"oomFr cRcurt BIE'sxEP.NPADTv.ND xu.em W wr.4EW DDDR HOLDER Yw �aRYDFcwEe Ef, NrtclwN elR R.a eem N.ela R.o my .-.'=T L1 OGyE WM M10 CNE DEiNL4 AND sCnmu"3 1GE4 REVECME_Y. TMD OP NO-E-E-KEOErECiOR ® xURSE GLL 55N uA4iER[w4 p©OR�NONi1.S101E OACwxECT SwrtDX. 'M'IDEMmFEs OIEWNNECT 9IrtCN AN1ACnY R.nNG. aHO*¢ECRD Suc w1 WUTHER vRCM v DlamOnd C-yP ine. (D� NE D[TECmF WnH AUDRILF ELSE M4 RrMnOH sa.auEA S'AOSF -OLE DrsroxxfcTF1E PM OEw EF�FvsE°RCM NEc sr.rc�Nc1m iNc C oR I c IF P__mswRCNes�slw IeETcwvLE,[wTM APPPaNX°iLLr Sam oEE�'a� F FE-TON Nu RLVERsu 19 INJNP /�/ 1AASE dLL 5 ICLL i'OR GCh W.M6E STATW (/E MCltlnpD EWw- •/•i PRESENT MSDC STueOL 10ETnW16 uOEOR HMSEPowER ® FlRE NNP PCwEP FAWRE wR[ �q hp IN 171 $wRDwPl 1.ANS[wNCER TvaE DONDIW,nON STARTDi UIaT MIM WOR wWMIEO x-O-A �F FwK SPRNNLER$TSTd F-SxrtCN CONKCTYJN REDMDTOR R1xNNO'LL^iTaE PWT WHi LS-1IC4v-a./zl jrvPlal.OR FACH NNOLE E-Pb.E OR TwD-rolf(.t4 REOUwm),2TN 11C.1 M PAYED.TOGC',F naE w.uUSL WTCq t� FIRE SPR'Nx�STSid TAYP[R 9N1Dx Cd1uECTIOx -FEfiCENi ROCw Sr STARTER IT WTI NEL AILDT IT,2 Txt u�MERLES REUT.APaIWFwN'Fly sou.RE o cusslnlD Fc wiW sTa�s Ns iawwml w.E'vRm'm Eau�ouwoiwcx-DEr O per[uouurm sxcHE oEiEcra+rLlR,lrsxm - suuD a.oTHERs j / ttNLN NDIJ(T DwC1RPA MTUFRUN SK I+)/+2 PH,(,)) .2 NEJT A (1)R/t2 G1ro 1x wNDDR uODU.f P F R Ucx WUBLf r«aNCT n[2 TTa4 pRCumiLLVL-ES PiOAnf SPEC 0 �"IOEMTIE4 PANE.BMR' Q RE4IDEM xCCu P EL WS'cwnON Q 20 x.1120 D.NENA 120R, DUPLEX R EPTACLE WOH vnr N D(Y,R1OL NCWIE �`r.�`�� /OR owxm r IT 111Enm B'THE�©EWAL AS F AURu REum£Au4VucuiCP " R NLNI�ADNPEmw ANi w NIR-. III _ � C N F-I'R D DE`K �2.16RIN _ E SCx ~) DAE,2w ACo NFNIN�2OR,1�D L D P Ex RECE1-WITH LMTCHINC 7..<` -E Auxu NMM WNIROL P.wEL E- HH SEtEDTm B.THE ARDN,TEDT/ PARTIAL NURSE CALL S--)TEM RISER DIAGRAM !T ENCI'N' OF D/OR O✓NEO, HUBB[uR02.18 x11'-CEu,Ex ON A���E •4 HALO FM AWu-ER ~+ DNERWISE NOTED-s N01GR5 A IDUNTNO LEICM OF.R IN.FT i0 cEMER DE Cl POY R O R C 1 2OA 20 AC.NEu -21R, GROUND FAULT CIRCUIT 1 II-ER Port hK gigEx REcfNAa£wm+sppTx 4+USHm-V COLOF FEStL�2c0E [RIELLDRm P-R INE mWL A/fN XFER N1,/OR-'--R. ARRox H.s. uH-+R w.[AFs To DEN-.1 DDD-E ear s1n�—E-1 � W W I xa.121 AD.-s-czoR,u: 1"11ND FAVLTPaWF(wv) RCUR-FIR,LIPIEROIL_OIL_ "�" m1E DEmAwnN wuTHER /oR vxNER N�1AEuP1rACLEWLw cwiBE As sOECFm Br R1IE ARCH BLLLGS0! Onfi' k Al-1- L FAxF1IN TaOPcBxD ~i W Br ARRory 777 2w AD,xEw s-za+DwLER REcrnTACIE wlN wrwNc O O L100In"'OEVICE 1uiE. WWR BL As SELEC1m Br TIE ARCNRECi/ r A LEN1D'LURINpiano�RNw WBBw ss.z me`� EDS"mR° ns z OTicRwwE 1`NOTN•."wDiurEs A NDUNINK HE1OM 01 b N o CFrtE4 OFE ¢BO. 17 t E- z 2oA,12p. FELEw�0 wl E W E3�cOR�R¢o,CLC I wTD,A-M W�fNCE PI.,E I-4 o Q 1? DNB ADR HNT �^� ER OF_E C, RF01 ••`NW-TEs ," 1aw:aF. IN.ITT 1�DI— a�DEwICE sDx ® JWC,ION BO.ORSPEC DNLivURPDSE DN[FE EEED1ROwL DaNNLL1lON w O N rn mECNL FNRws amNna R—-—IJ ION As vwAN um ro RmEFiADLE E- 120-2- -, ri�1 55.01 20A,120-2)N K.SINGLE-POLE,lwo-POLL THREE-w1r.FWR-wnr. ` Sr KEY iry Aro- L4T Rr1E TWCLE$wTDX6 TM w�iCHNIG$11 DO moN F�•�+ `D23 M As SOECTm a EAR nE /[rvGxEEN AND/. D.I. "w��-IN'+BT�iw1RwJ'wI I.'uHz..e ft ITT m T.. R.1OFR--.WN FD F+a TO 00'w CNA%.)g 0 A,SnGLE-POLE,PRESET TWE N"ER"'TCH z I E -5 W W EuIOWP OF1'DLPNicVE�EmOIML 11 ON NDr�iT s,[ixR¢VAr DER.cNH.NCE CE J/.'diRT CONOVn SNR W FOR�F.TEIFPN 1 TELEPHouE.MCN ro BE h6Lm AS Iq (TIMPNOW A GBIE Ssrd NOT N CONIMC1 V I,— WIONT[MOp JF, l0Dnc D dFl+CKr NumiFlU'la> OunErsm HVRIxc 40.MME Y' (� IE IRmy (DMOR w5 SFECINED B,"Emc-/ C GI1r GER.xo/OkfowuEF),.xo s/.c un�snroiBOEn uo N*O.00VE rNE wRrn nc¢ssreLE J /.•dBr P1r COND,.TT SNB W TOR FRIIURC 1[tLP11d1f FRONDS.•9]1ARE (Tf1EAlOM R-LE STSTEY NOT IN DON[RAL'T) PP�� BCM.TLE Nxc(�ETNH.s RExNRml,ro N vuTE(W WR As sREDFlm ixE.RcxnEcr/ CE iliDE1 AND/ON wNw1.ANO J/. Wrt 0iLN0ED UP MO IeO.E NE lNAARFOT ADCESS BLE 4 ]/.•FYP GOND r SNR Dp 9R UNRE GB r E E 40N-E.•SC rt (TELEPHONE L-a ST.EY NO'N.."NA-1) EBIP,YIEO u 'Nm/D�D[-M).o 3/4L couourtP-ED 1111 INTO ieovE n,c 1xxnRE'AActc`Es- DO- uNR HUTER Fu+Da1NErnox LMD HUTERs ARE FRMNANED Axo NsrNUD a✓om[Rs }yQ QT LRE WLTADE 1HfRNOSTAT FW WSNm!r OINFAS wsiAu£O ANO wqm C/E.G TO AL,NDIATNO DEVICES.FLODR l YODUIER R NCHrtOR u000lB 1u 2N0 RWR H TH CFxT[R FO'mPlAw HUT N w-.'TN1RNISXfD ANz-SiD.L�LED�rnCTHFRs.6 NS i11RwB4ED NDN TE P Z H P NUA w"u THE EWPu.REN'-ELND�[ CZr9,IN [ U ARE FVRMSHm F T N REy�_Tps _x D,IwwPm Fan rERwT W AR CNDO AR1E tNRNSHED ANO NS rM ABY-M M EI-/ 001LEP unit WriH BLOWER AND COMTHOL PANDL mNNCrnM. TO NL 1 m2-OEN,LSs.CpNROL xONJtEs• ox Z-EL u0D 'x N�I FAST ON EpD- 1 CENRR HOUR 2 +SP FIDCO NuM' T µ� Lmdi x5 ARE NRNANm NO NSTAUEO Bt OMERS F iF T NE CxC0NFLTIW C Nr DACO[N+Cirn E,DRHES ARE iVRUIOHm lluc CP'iCEO,DD.-ME EpRPwEiviD AND1 1x COuuVNTY 0-PDON WBPIAN NITTON STLIRIN NRNSHED RY TI£wE��D W pf wNUFACNREA ECUTIOI,AND ALL w1NUO 1MEK-ECTwa PUSH a F.-WOR OD-.�'ftANCRIS.LLE� TER ELEClRMK IONNECTgNN cwPus IT.NILWG 'N Rei u�nNUPATNTLsa ao= CO-Ft ELECTRICAL xuuN cENroR wP..aaE-D./ZD Ls-ncx-a/zs F L'Roou1 REa=�aN 5 IST HEALTH eENrtR s s ro Nm s NO -'Ea COVER DONxCENTER LLHORN smoBEs AND SHEET /2T STWl d=-WEA.Ir H~---fi=r smleEs MHop F�6IOLNULT�iI LExTER 'Ea !Euro OO rtLW ori E - LINE !w oTHER41 (Br oTNE s) Dl-NO COMMUNITY & HEALTH CENTER FIRE ALARM SYSTEM RISER DIAGRAM E O w q MR-17-11 W I�lEO, avaama s wrrnam.ufr. BARYON&Aeaooia�ea,wc. Dl�movnd�Grovp One. l �J _----- —,-----i— z_ = =- = =s, -- i E- IIPFA4. N �I I! nslnc 41-3DF Al-141 ^V x I i I LUNGox --- SII A'-18 41/Y 2 In' AF.'s 4 I� IF.'s O 1• I R R:,�RfOM '1 i l Z p Y ;I-Y{' /-II__— �.I/7' 4fR(iI�—lAAI ln4t1•AeIP 1 ,=H .II -�-stfDPA.INc xfil rox aTAti �j�w..�'Z' NOTE N0 O� NgMTt 9ALNWK UTDFW OF IXSWOLD) IF E. Al-2 -19" e o L 0 � nccZ ` - _ 41n' tt�" V,J RICOR tVe' Fd..�II 26 �JOFn' 'WII e R^N /I � PoAlAI-DZ C\F � CDI�r �2 'i) Olen u6 � P'Cy ID A'J%.O�PICE ` •.f.'e �\~ e AF's f9 ' Aws IB _EI � •��' %VR✓ETIN; MN'N 'A'r° LCUt1T i co, L13 I I Al-CI AI-D', A—C! Z — 04 2 U = � � ( I COMNDNItt CF.NTEA 0 W Q Ld — u[ riR•.f-p v=m VV) CdMUNm r nu NFPLTN CFLOOR--WES 2.5 aI¢ FAST FUN-_2?- � �. '0 PPARTNCM9 COMMUNITY CENTER muuuxln cFrrtEx GROUND FLOOR FA.r-1.3._ MECHANICAL PIPING /f PLAN /itu,H Puo cm.PIT,cFPl EAST y� / ENIINERDDr- f9_ ry 1 411,(I JC.WE.R KEY PLAN: H2e3e2 NFi1LTN -FAST cRaso""-fie_ nI.E ft-9R wecRP43x FIRST f1ACR-1.� OLDT ft—z I 0 P p Note: Refer to civil engineering andMEP drawings for utility, grading, soil erosion control, Irrigation and stormwater management design that must be coordinated LANDSCAPE SPECIFICATIONS: S / / with hardscape and landscape work. PLANT MATERIAL architects}M� 1.All plants shall meet or exceed the minimum requirements as noted In the latest edition of the American standard for nursery stock by American Association of Nurserymen,ANSI Z60.1. All plant materials installed shall meet the latest specifications of the"American Standards for Nursery Stock." One Echelon Plaza 2.Plant sizes show'i in planting schedule are the size at time of planting. 227 Laurel Rd, Suite 200 3.Plant material shall be well-grown and true to form for size and species. Stunted or leggy } Voorhees, NJ 08043 plant material will be rejected. `s 856.770.1060 4.Plant materials that have damaged or crooked leaders,deformed growth habit,abrasions of 1 1 office@kd-areh.com the bark,sunscald,windburn,disfiguring knots,insect or disease pests shall be rejected. In addition,trees having their central leaders headed back will also be rejected. .4 S.All plants(B&B or container)shall be properly identified by weather-proof labels securely -21 JGO attached thereto before delivery to project site. Labels shall identify plants by name,species and size. Labelsshall not be removed until the final inspection by the landscape architect or 1. engineer. 4RGL 6.All trees shall be balled and burlapped,unless otherwise noted in the drawings or specification,orapproved by the owner's representative. BN 5PSH 7.Final quantity for each plant type shall be as graphically shown on the plan.This number shall 6E } take precedence in case of any discrepancy between quantities shown on the plant list and on 3CA 7SFW t the plan.The coitractor shall report any discrepancies between the number of plants shown SEP • 6SFW on the plant list and plant labels prior to bidding. LAN C PB TERRACE B.Any proposed plant substitutions must be reviewed by landscape architect and approved in 5RGL l writing by the owner's representative.No substitutions shall be made without written consent Of the architect. 6 ILH 7ES 7RH 1 I 9.All specified plant material is subject to inspection and approval by the architect at both the 6PNW nursery and jobsite prior to installation. 10. All B&B materials(i.e.burlap,twine,etc)shall be all bio-degradable materials. 3RH BES 11. All plant materials shall be guaranteed for two years following date of final acceptance. ' I PROTECTION 4ILH 2CHB I 1.Existing trees to remain within the development area shall be selectively pruned of any dead i or dying limbs. Existing trees located at the edge of wooded areas to be cleared shall be y'' I G i evaluated for preservation or removal based on survivability and safety considerations.Trees y I within existing wooded areas to remain shall not be pruned. ti + 2.Existing trees and other vegetation indicated to remain in place shall be protected against 5ES CI Ti 7CSK i unnecessary cutting,breaking or skinning of roots,skinning or bruising of bark,smothering of 11 AU + + roots b stock pilingconstruction materials or excavated material within dripline,excess foot PORCH -- or vehicle traffic or parking of vehicles within drip line. 3 IG A02 /' `I) 3CHB -----._. =.1 --------------- or 3.Provide a temperary guard to protect trees and vegetation to be left standing as shown on EXISTING 1 1 CP M civil drawings prior to start of construction. PORCH 4.Every possible safeguard shall be taken to protect building surfaces,equipment and E03 furnishings. The contractor shall be responsible for any damage or injury to person or property which may occur as a result of his negligence in the execution of the work. ' l l UTILITIES __ O EXIT 1.Landscape plan shall be used for landscape purposes only. Refer to civil engineering drawings for utility,grading,storm water management,and soil erosion control information that may i need to be coordinated with landscape work.This plan is intended for planting purposes. n I Refer to site/civil drawings for all other site construction information. I ii I' I 2.The contractor shall review architectural/engineering plans to become familiar with grading i ( EXISTING FT and surface utilities. I ( DINING ROOM n :: I CYICTINI(_ l i 3.The contractor shall ensure that work does not interrupt established or projected drainage patterns. North 4.Contractor shall verify locations of all below grade and above ground utilities and notify owners representative of conflicts. LANDSCAPE ��D���^P� PLAN�� 5.The contractor shall verify the existence of underground utilities on the site prior to any 1 excavation. Their exact location shall be verified in the field with the owner or general L1.0 1/8"= 1' - 011 contractor priorto the commencement of any digging operations. In the event utilities are uncovered,the contractor shall be held responsible for all damage to the utilities and such damage shall not result in any additional expenses to the owner. Any damage of reported lines shall not be the responsibility of the contractor. 6.Should location of trees be within 5'of underground utilities,relocate said trees to a Plant List minimum of 5'from ball to utilities. EXECUTION Key I Qty Botanical Name ICommon Name Size Remarks 1.No plant materials shall be installed until all grading and construction has been completed in ICanopy Trees the immediate area.Contractor shall notify owner's representative of any conflict. BN 1 1 Betula nigra 'Duraheat' Duraheat RiVer Birch 10-12' B&B 2.All plantings shall be contained within mulched beds. Double-shredded hardwood bark or Ever Teen Shrubs root mulch should be applied at depth of three inches. Planting beds shall be constructed as IG 6 Ilex glabra densa iCompact Inkberry 18-24" #5 Container shown in the"planting bed edge detail"on this sheet. Mulch must be pulled back at least 2" from any plant stem,twig or trunk. JGO 21 Juniperus v.'Grey Owl' Grey Owl Juniper 18-24" B&B 3.A 3-inch deep mulch per specification shall be installed under all trees and shrubs,and in all Deciduous Shrubs planting beds,unless otherwise indicated on the plans,or as directed by owner's CA 3 Clethra alnifolia'Sixteen Candles' Sixteen Candles Summersweet 24-30" #5 container representative. CHB 5 Clethra'Hummingbird' Dwarf Summersweet 18-24" #3 container 4.All planting backfill soils shall receive certified weed-free fully composted leaf mold soil CSK 7 Cornus sericea 'Kelse i' Kelse s Dwarf Redtwig Dogwood 18-24" #3 container amendment at a rate of 33%(1 part compost to 2 parts planting soil).Submit compost ILH 10 Itea virginica'Little Henry Little Henry Sweetspire 18-24" #3 container certification&product data prior to ordering for approval. MP 1 Morella pensylvanica Bayberry 24-30" #5 container S.All disturbed areas not otherwise noted on contract documents shall be topsoil and seeded or PB 1 Photinia pyrifolia 'Brilliantissima' Brilliant Red Chokeberry 4-5' #7 container mulched as directed by owner's representative. RGL 9 Rhus aromatica'Gro Loud Gro Low Fragrant Sumac 18-24" #3 container 6.Carefully disrupt circling roots from all container-grown plants,except plugs,via tool Perennials&Groundeovers scarification or by hand. ALI 19 Arctosta h llus uva-ursi Bea rberry #2 container 7.One year guarantee shall be provided on all plant materials from date of final acceptance. EP 10 Echinacea purpurea Purple Coneflower #2 Container 8.The contractor shall stakeout plantings for the owner's representative's approval prior to RH 10 Rudbeckia hirta Blackeyed Susan #2 container beginning work.All proposed planting locations shall be staked as shown on the plans for SFW 13 Solidago rugosa'Fireworks' Fireworks Goldenrod #2 container field review and approval by the landscape architect prior to installation. Ornamental grasses 9.During planting operations,excess waste materials shall be promptly and frequently removed CP 11 Carex pensylvanica Pennsylvania Sedge #1 container from the site. ES 20 Eragrostis spectabilis Purple Love Grass #1 container PEC 0 N I C 10. All proposed trees shall be installed either entirely in or entirely out of planting beds. PNW 6 Panicum'Northwind' Northwind Switchgrass #3 container Planting bed lines are not to be obstructed. All shrubs and ground cover area shall be planted PSH 5 Panicum'Shenandoah' IShenandoah Switch rass i 1*3 container ILANDING in continuous prepared bed and top dressed with 3-inch shredded hardwood mulch. Mulch shall have been shredded within the last six months. 11. All planting beds adjacent to lawn,sod or seeded areas shall be spade edged. RENOVATION & 12. Maintenance shall begin after each plant has been installed and shall continue until 90 days ADDITION after final acceptance by the architect or owner representative. Maintenance includes: watering,pruning,fertilizing,weeding,mulching,replacement of sick or dead plants,and any other care necessary for the proper growth of the plant material. The contractor must be able to provide continued maintenance if requested by the owner. 1500 13. Upon completion of all landscaping,an acceptance meeting of the work shall be held. The Brecknock Road contractor shall notify the landscape architect or engineer or owner for scheduling the inspection at least(7)days prior to the anticipated inspection date. Greenport, NY 14. The contractor is responsible for testing project soils. The contractor is to provide a certified soils report to the owner. The contractor shall verify that the soils on site are Issued For: acceptable for the proper growth of the proposed plant material. Should the contractor find Site Plan Application poor soil conditions,the contractor shall be required to provide soil amendments as necessary. The amendments shall include,but not be limited to,fertilizers,lime and topsoil. date. Proper planting soils must be verified prior to planting of materials. 03.23.2021 15. Bulbs planting shall be in accordance with Section 11 of the American Association of Nurserymen Standards. NOTE: ISSUES REVISIONS 16. All tree stakes and wires will be removed by the applicant after 1 year from the date of Hatched area indicates area to be provided with a landscape irrigation installation. system.Planting beds areas to receive drip irrigation and lawn areas to 17. Trees and shrubs must be planted only when the soil is frost-free and friable. receive pop-up heads.Lawn areas and bed areas shall be on separate zones.Existing irrigation systems disturbed by construction activities 18. Contractor shall partially fill with water a representative number of pits in each area of the shall be restored or incorporated into the new irrigation systems.GC to project prior to planting to determine if there is adequate percolation.If percolation does not provide shop drawings for irrigation system design&equipment,and occur,measures must be taken to assure proper drainage before planting. water source and electric supply. TURF 1. Contractor shall provide complete irrigation system design and installation for plantings and lawn areas.Design shall be certified by a Pf0 1.Areas designated"topsoil&seed"shall receive minimum 6' of topsoil and specified seed mix. profesJ No: 1310.01 rigation Lawns over 2:1 slope shall be protected with erosion control fabric. designer.Desnal igns plans shall betsubmittedrto owner's representative WS 9 9 P 2.All unsurfaced areas are to receive six inches of topsoil,seed,mulch,and water until a for approval. healthy stand ofgrass is obtained. 2. All lawn areas shall be zoned separately from planting(mulch)beds 3.All disturbed area of the site not planted with shrubs or ground cover shall be fine graded and areas. seeded or sodded. 3. Contractor shall provide all materials,labor,and equipment for the 4.All sod shall be obtained from areas having growing conditions similiar to areas to be covered. complete installation of the irrigation system. LANDSCAPE PLAN Areas to be sodded shall be raked of stones and debris. Debris and stones over 1 inch in PRUNE OUT ANY DEAD OR BROKEN BRANCHES 4. Contractor shall provide drawings,material specifications, REMOVE ALL TAGS schematics,and other literature as may be required,for all conduit, IM diameter shall be removed from the site. All damaged sod will be rejected. All sod must be controls,timers,valves,sprinkler heads,connectors,wiring,rain P, placed with staggered joints,butted with no inequalities in grade. Place all sod in rows at RUBBER HOSE AROUND IO GAUGE GALV WIRE PRUNE OUT ANY DEAD OR BROKEN BRANCHES, gauge,etc.to the owner's construction manager for approval prior to ��- right angles to slopes(where applicable). REMOVE ALL TAGS AT TREE PRUNE OUT ANY DEAD OR BROKEN BRANCHES, installation. PRUNE OUT ANY DEAD OR BROKEN BRANCHES,REMOVE ALL TAGS REMOVE ALL TAGS GUY'WIRE RUBBER HOSE AROUND IO GAUGE GALV WIRE 5.See seeding specifications in civil engineering plans for lawn restoration and new seeding T'X2"XB'HARDWOOD ANCHOR STAKE DRIVEN AT TREE ! GUY WIRE 5. Contractor shall coordinate their work with the general contractor and INTO SUBSOIL 3 PER TREE '! RUBBER HOSE AROUND 10 GAUGE GALV WIRE sub contractors. information. I I GUY WIRE LAWN AREA 2"X2"X8'HARDWOOD ANCHORS STAKE AT TREE 6.Unless otherwise noted,all disturbed landscape areas not being planted,shall be seeded with CROWN OF ROO7' CROWN OF ROOT BALL SHALL BEAR SAME DRIVEN INT0SUBSOIL(2PERTREEI I 6. (Inside building)backflow preventer and meter is required.It shall be PLANTINGS AS SPECIFIED RELATION(OR SLIGHTLY ABOVE)TO FINISHED T BALL SHALL BEAR SAME X2"XB'HARDWOOD ANCHORS STAKE the following seed mix:33.27%Bullseye turf type tall fescue,33.15%Cochise IV turf type tall GRADE AS IT BORE TO PREVIOUS GRADE RELATION(OR SLIGHTLY ABOVE)TO FINISHED DRIVEN INTO SUBSOIL(2 PER TREE) in conformance with state and municipal requirements. BEVEL FINISH GRADE OF PLANTING BED TO GRADE AS IT BORE TO PREVIOUS GRADE CROWN OF ROOT BALL SHALL BEAR SAME L 1 00 CONTAIN MULCH PLACE ON SUBGRADE PEDESTAL PLACE ON SUBGRADE PEDESTAL °- fescue and 33.08%LS 1200 turf type tall fescue.Mix shall include no more than 0.504"inert RELATION(IT BORE TO GRADE CROWN OF ROOT BALL SHALL BEAR SAME (Outside building)backflow preventer and meter is required.It shall GRADERS ITBORETO PREVIOUS GRADE .d .�� RELATION(OR SLIGHTLY ABOVE)TO FINISHED be in conformance with state and municipal requirements.Locate this matter.Seedingrateshallbe81bs.per1,000sq.ft. THROUGHOUARKMULCH(3"M'N) PACE ON SUBGRADE PEDESTAL +"M� GRADE AS IT BORE TO PREVIOUS GRADE p q HARDWOOD BARK MULCH 3"MIN HARDWOOD BARK MULCH 3"MIN " THROUGHOUT BED �` "i:.:• PLACE ON SUBGRADE PEDESTAL equipment in a lockable'hot box'. 7.All seedingshall be hydro-seeded with the followingengineered wood fiber h dromulch as --CREATE SOIL SAUCER WITH FIRMLY PACKED a4'i ' y g y 'I ������`�� '�� / CREATE SOIL SAUCER WITH FIRMLY PACKED ; CREATE SOIL SAUCER WTHFIRMLY PACKED 7. (inside building)irrigationcontrol incl backflow reventerand TOPSOIL(3")MIN TOPOLS6IL SAUCER WTH FIRMLY PACKED PAVING OR CURBING (')MIN TOPSOIL6"I MINTOPSOIL(8')MIN �FED A 0- per manufacturer's$ eciflcation$.Submit sample&product data for approval nor to c _ FOLD DOWN OR CUT AND REMOVE TOP 113 OF �_ ') �:=-'y BURLAP IF NON-BIODEGRADABLE WRAP IS ':'-1- �'.` �� 'UI� FOLD DOWN OR CUT AND RE MOVE TOP I/3 OF -, is-?;.j -- HARDWOOD BARK MULCH 3"MIN. y,.' -/ ,� •- ,., HARDWOOD BARK MULCH 3"MIN meter shall be located in the building mechanical room.Coordinate �5 F fYl2. ordering. „ „ „F !,III /, �, '� USED,REMOVE TOTALLY REMOVE WIRE + I- _1:.. .lj_,, BURLAP IF NON-BIODEGRADABLE WRAP IS FOLD DOWN OR CUTANDREMOVETOP I/30F with the general contractor. P IT TALLY REMOVE WIRE )I1rL"" •.IL`-FOLD DOWN OR CUTAND REMOVE TOP I/30F ; I BASKET IF USED :j i� •� ..1 ,, USED,REMOVE TO "I•i' ,- in BURLAP IF NON-BIODEGRADABLE WRAP IS ti'T' �� - BURLAP IF NOWBIODEGRADABLE WRAP IS g l-.II=1111 f „ unless otherwise I disturbed landscape r ��". r. �. 1 8.Alternate lord u ess of a se noted all d Stu bed a dsca e a eas not been planted or I: !,. �.:.A„ ,..I--,. I ,, -, � -" i�_. BASKET IF USED _:,rr,��... �J USED,REMOVE TOTALLY REMOVE WIRE ,� i •r•�;� _ usED.REMOVE TOTALLY REMOVE WIRE P g P - t,', i =II roasolLMIX BACKFI IN s"uFTs ' -. ,ill-_ i� BASKET IFuseo Tr (Outside building)irrigation control panel shall be located in a L; U TOPSOIL MIX BACKFILL IN 6"LIFTS Tr -n_ TOPSOILMIX TO CONSIST OFA WELL BLENDED MIX ?I '••- -1... ,, a. �':-�,1 , 'lll "t( I ,r„': ' L -,,I, BASKETIF USED mulched shall be sodded with a turf-t a tall fescue blend sod product. =,.1I.. _.: L.. a .._. :' TOPSOIL MIX TO CONSIST OF WELL BLENDED MIX :.6 _• 1 L..,, -type P p ,L „_ _ _, ,,,,. ;_-,,JT_. Toasoa MIX BACKFILL INS"errs j roasolL MIX BACKFILL IN 6"uFrs lockable cabinet designed to house the control incl. f p_ r .- :..._a OF PAR. TOPBOIL T01 PART LEAF COMPOST n :: I :t_ r. 1 , L »..1L.., lllf I - [L: P. ,,;., ..J,'', .y _ - I, P 2 REVEAL TO PREVENT MULCH I T7 7?I°.�I .I� -1r„��T {P, '�' 1;1 OF2PART5 TOPSOIL TOIPARTIEAF COMPOST _ ..1. -+ ,Ilt� _ ilE:Y..l! - ilt.�]'4'G'J14L l,i._. :Etii'_. _,,,.- ,yl. .:UL f,I-, „! ,;'L i__-:,;:.'I "",(-+' j-�}^r '� TOPSOIL TO CONSIST OF BLENDED #:'-�'. I TOPSOILMIXTO CONSISTOFAVvELL BLENDED MIX UNDISTURBED SUBSOIL PEDESTAL 1�� r I il` �; r� 9.Contractor shall submit source,sample,and certified seed analysis for architect approval WTO PLAN INGLAWN INVASION UNDISTURBED SUBSOIL PEDESTAL " 'iF "" ;LF-_+.: .I _' OF2PARTSTOPSOILT01 PART LEAF COMPOST y 'All1,l i d Ill �'I rLALI )L�, OF2PARTSTOPSOILT01 PART LEAF COMPOST 8. Site contractor shall provide 4"schedule 40 pvc sleeves under INTO PLANTING BED THEDIAMETERDIAMETER OF PIT SHALL B MINIMUM UNDISTURBED SUBSOIL PEDESTAL '-...= prior to ordering. THE DIAMETER OF THE ROOT BALL,MINIMUM DIAMETER OF PLANTING PIT SHALL BE 25% 1 UNDISTURBED SUBSOIL PEDESTAL pavement to provide access for irrigation lines to all irrigated areas. •.c:o•'d THE DIAMETER OF THE ROOT BALL,MINIMUM DIAMETER OF PLANTING PIT SHALL BE 2 5X DIAMETEROF PLANTING PIT SHALL BE 2 5X THE DIAMETER OF THE ROOT BALL,MINIMUM THE DIAMETER OF THE ROOT BALL,MINIMUM 9. Irrigation contractor shall demonstrate full functionality and adequate sr ��- PLANTING BED EDGE SHRUB PLANTING MULTI-STEMMED TREE PLANTING DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING watering of plantings to owner and landscape contractor. Submit i� NTS NTS NTS NTS NTS ��oIV4a91 written sign-off from landscape contractor to architect for approval. OF AVID OWL-DE- , A NJ- 00•OE- � DE- 2978-01-•P 0�✓ 1,'.'.,,,,,• ,,,�'@ '� � 1, 1 . 11.1 11 . , " I I I "., ., ",architects r . i 11 EXISTING (' I ] _FMM�-�-�—_E,--- -�1. Al ____r'�_ - STONEIIMNEY _� "� EXISTING DQRMERS , EXISTING --,,, I _, .,....�... _< I a �' l l']] :[C__,1 1 . ASPHALT SHINGLES I ' NEW CLERESTOff Y -- ``�'...._,.- SAKE �1 DING " • "I, ON _ , ________j NEW''LIGHT SC CES �� r __,eL a. _._ e 21 .._... . ............._......_.._._.._.........-. QN COLUMNS 1 -- . ----- 71C a / _ . �_.,�� ���1' -_ C� ( l EXISTING ASPHALT SHINGLE ROOF 1 m .11 - -- __..._._.___ ,__v_..W _..�___ma__N__ _ _ _. Tj � - - IT I, I. LF c I - ...,. t i _ w.a3 £ _ , ,'-116 0 1_t - Y e ,/ a: f :4111] v - f i 6� �S t 3 r LF - ; }} e is, f 0 � i -. , I [ CC ` -1 (" 0j,�, i �' tI� '°a. .l` t. l 5,_- + 1 ..1.. d it€ I t k (i i 11 .. ,4 s^;+?vatct't° .i . 19F, il s IY �'' _ -` "ffi. els £3 � �� F 3i ...� :_ ,a g� ' ',' :, g � � " �-�^p=' r.. ... . . ..t. . _..._..._.__. i_...... w .... -- V" ,.— .1- 1 _ 1 - __ __ - ,• , ... .._w .1._-.1-- .-..._........__._- __.._................. ..__........,.._ - `: § .. :. r","1., .-.a z {�„C a °b-I},;t I)2' # r ' P _',-^ i I`!""'i I- i;¢<�- __ '- ' .,ate-, ;v, rj' s t ' .::: :, f ., \ : � I," , i 7, �,w _ �, a ` ,g: �' :. `�jj Cr .1"�{n. N�, .R- i' #. , � < m' s= ;b s. "., .c `0 #' 'i�' ae - .,�, 5. .y.. Q a wt" ". ..0 .,.....<_>,u.q.., ..__,.x.�....,u.. «a..u,.w,m....-„.,.a..,.a;�.a.,.,�..<. , ..air - ».< ,.- ,. . ib`* i�. ., .» �.x a... . >�x,-".. ..»,.xv.�:�'- :..�'e e..,'w......... ...,n,.+.,«�k.`...."..._.,rc ., .n d.w,..«.. s., _., .< ,. _ `a3. .. ( n 4. w mea•,.ne v..iS, e.2w..a _ e.,w..wmC_, ,. ..r._.3..'J6. se. a n �x'�' -3ka; .:,....ms a.as�.xn ':,st�x+ .�tua. 'ap:'&i• ISaW ”Xtid36`:%.1.2<,SFN6,!k'v trt.. IIn. r®:_K�«x_ :moi.. .� <` : c� . •' GUARDRAIL POI H AND TERRACE ADDITION . ' , e. ' y/ NEW PVC PANELS AND . , / 11 . :r. ____ . , .. C LUMN WRAPS' , O . , , 11"i I" - . . NEW:STONE PIERS / " _< . , . , - : , , ,, , _ . , &`RETAINING WALL- " < i . , . I' ll . . . %� . i wc> .amvao- ..x,a:cs:»..ts na.Ns,»'R.k.a...ww.a,,.»-,c.....SAca,,a^�..,.`;,., i.. ..-.., „ ,,,, ,=.k.:'Sa.? .v,r,s.,.z&a..m.xd.ww,.«,mAaa Mw't.' ..,..3w.,i r«..€w.a.,.,..,, n...T, a.s.a,-„ , , . , , , .. .. rrF.. a, r ,. 3= ^. . = ... � .. x.> w. o a c a"tw F 3a ,... .. ,m, ..,., .,„..,..,,..,. ,... .. t« .w.„, .ro «+w.eae„r...,.„, ..a, x r,>a, ,a,�.r w c as axrrw .w,- „a.... a v. . `s .w.,.<x., as c.A...z: a /».d.,aaawj. L 1 NORTH ELEVATION WITH NEW PUB PORCH AND TERRACE ADDITION AP.1 3/32” =1'-0" - ... . ...-- ..... ..._ t I1 ,.._. ,, i :i iH H !' i is ,__._� _. , __-.. . ..-,.._ � _ ,_, /. / /// .,.f./ / '/,I! "/< _ f/` r ,/ J // ,,, -�r!' '/// r`/ 'I, f / /` /' , _L---^--^r-^�— �-----r—.- / , , I /1 +'a'' F' ! ' /// /,/ .// / „+r' `F ,( //// �/' / , / ( / -/ / / % i r J ,, r / , /'/ . //. // /' / i/, /i // 'J. r / F` � , /////f'// r/`J r r H / !` ,' / ,/ —--rte- / / +� / / /. //. -. ..r / / / / r_/�• , / .,: . .'�"� r - / /' ./ r ,r' / -/ / J/� / / `' / , , / r / / / /. / `i /` / / I 1, r /J/ i` / // / 11 �/ //// /�//�, � r// / I 11 / J' / / / / / i / /,/ / / /. % /F %/ , , , / /' , f / / i , / /' / i` / / % , '/ . i / ! / i !' i / i / / / / / / J' , " I/ " NIC I/ / / - / /// /' / / / /n . - 11" / / /` / / /'// / / / / r' r, / r` / / /` , r/ /' r / / / s' /' '; i / ! , / r < /' /. , . / / i r' / f /// J i r , i / F / / / / r' ^ F' , I/ J , / F ✓ e /. / / r` / , ��// . 111111 1 /' / %' / // / / , / / i / l / / / f { ;' / X11 I IlII�IIIIIIa `i / `i / C F / / H / / � Y N/ /' 11 L. / % /` / /' H / /` / / /' f l / / / r / x �. / 9 % /f i /' % /. /. i i / !" f rr s/ / 'r .f. i ELE r r' C / NEW' F / P �/ f , / / i / WOMEN / /' NEW / J /` / /% , - ,�� =f / s i COATS /' / / / ! , / r"/ / / PASSAGE / / / / / / L // / ,•� ! // / / :9 / i / // r , /r I 11 / / / Jr / i` /k�� N E / / / LOUNGE i / ! ////rX // / ..'' / / /' / / Y` / / /` / / / f / i /` /' NEW /' /' /' /, I / t / / i r , �t I / / f / % STORAGE i` �/` !/ /` i %, / i 1 `�'' `°� / , '%,/ / d .. NIC f , ! !% % i, /'/,,` '/; '/, '/ , J / /' / / / / '/ . :/ / KITCHEN, i' , /. / %' _ / r / / / / / / i ! / / / / / r' / /, / 'i"r /` /` i / % NEW /` r/,, f d. / / F, , i' ! r ;' r' FJ f` / / /' / / COATS , �/ r — / // / r F ./'/' / / i / / F` '/ / %' NEW / r" l% / / / / /' r f/ / % i . /` . / / / r , / / '�" ///% STORAGE / / r / :` r r` / f / /> , / / / / / / MEN :' / r' i'✓ J'. / /' / AUDITORIUM /'. i' ` d i /� i r: i / J' / f' /, i .11 �/ / / /l/ I I / F r''-.. / // . . /' / / // / /` // 'I i � • / / / f H / H // /` , /' /. /. /;' /lvlc/ , , , , , -11 /` �, 1 . PECONIC � . / / // // / / ' / r' C R // J '/ / / ' , i i/ F /' /` '/ .CORRIDOR / J', ! ] ,' /i r H, / /` /J / / /. /. / , f LANDING �/ , Ff i / /` / /` / /` / / /' /{/// - / ! / i ,/ . % // // / /` / / l/" / s , /` r / /' / / RENOVATION /` / /` / ADDITION / '/ / , r / NEW BAR _ , _ % / ./` ,/ /1 -- '.r� , _ r I / '/ /' /L,a / / /'I 0m0/ ( / � / / /' ,�p /` �/ % , `/ r' / ! lf` / / // i / % / / /, , /,.' / . , •/" , IC / / 1500 / /' . , . / / , i j r LIVING O i / / � M ,; 10 ; i i , . Brecknock Road / /, r % ' / % J DININ RO M ,DININ F � " / • G q / GROOM DMING ROOM DINING ROOM DINING ROOM / /' /„ , / is / ,' i / / Greenport, NY /' r r° ✓ / / /< ,/ r` � 31222 J'. % / / J1 / %` i C�p . !"i y/ % ' ;` % /'' Issued For: ��// / r' . F LIBRARY' i / s //" % /` / / / i /' /' ' /, .�� TV '/�. Yom/ / //, /'/ /, / / ' PORCH / , /' / , , / , , ; cation i / /'/ Ham- H H H Site Plan Application i r /./ H , i H / /.H / /, i/�/ (/NIC , , ' <//. J - - _ — �._ - _... Date: F , / / / / ,' J ' /i // ' / , 03 23 2021 // / / — r /r '/ Co .. / / ✓ i N 0 TERRACE ISSUES REVISIONS 2 __ —,—. I'. I 1 -I =_ ,`' i, ///; ,I' , r J — I I � " . 2 NEW PORCH 2 I / // . / i t 0 —1 . . .4 ��, IC: . ,I r i/r ` ,. ,/ 0- 2 2 � �� 1 .. Proj. No: 1310.01 . - NEW TERRACE - - I I 0 . o® mo ARCHITECTURAL :I m PLAN & ELEVATION NEW DOWN LIGHTS O ON PIERS, TYP. � a E 0 36'-011 -- 01 PORCH DIMENSION PORCH AND TERRACE ADDITION I 1, I: F AP , 1 1 �[[ O��RED APC ,D Fqw<s,���� f 2 PUB PORCH AND TERRACE PLAN AREA OF PORCH _ y �' „�'d AP.1 1/4"= 1'-o" - ADDITION = 1026 SF T . soa2st$�o�� OF'NES AV .WO - AIA 611 00 � 4297B- 109291 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail:charlescuddy@optonline.net April 12, 2021 Michael J. Verity, Chief Building Inspector Southold Town Building Department PO Box 1179 Southold,NY 11971 Re: Peconic Landing at Southold,Inc-Pub Dining Project SCTM#1000-35-01 25 Dear Mr. Verity: In connection with a proposed pub/dining project at Peconic Landing, we are enclosing the following: 1. Building Permit application 2. Check in the sum of$50.00 for your review 3. One (1)prints of Site Plan&Details'(Sheet 1-3 of 3) last dated March 17, 2021 4. One (1)print of Landscape Plan (Sheet L1.0) dated March 23, 2021 5. One print of Architectural Plan&Elevation(Sheet AP. 1) dated March 23, 2021. Please confirm that this application will be referred to the Planning Board for site plan approval. Thank you. Very truly yours, Charles R. Cuddy`' CRC/ik Verity, Mike From: Duffy, Bill Sent: Wednesday,April 21, 2021 3:34 PM To: Verity, Mike Subject: 280-122 (b)4 regarding continuing care facilities Hi mike, Please allow this email to memorialize our conversation regarding section 280-122 B(4) of the Town Code regarding continuing care facilities. General Code has a note in the online code that states that Local law#11 of 2018 deleted the section. In reviewing Local Law#11 of 2018, 1 see nothing that would delete the section. Therefore I believe the section still exists and the use can be certified. I will be contacting general code to make the correction. Bill William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 1179 Southold, New York 11971-0959 Office: 631.765-1939 Fax: 631.765.6639 Email: billd@southoldtownny.gov ATTORNEY-CLIENT COMMUNICATION; ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECT TO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s) and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission, conversion to hard copy, copying, reproduction, circulation, publication, dissemination or other use of, or taking of any action, or omission to take action, in reliance upon this communication by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service, and (iii) delete the message and any material attached thereto from any computer, disk drive, diskette, or other storage device or media. 1 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: ` TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net June 9, 2022 .ij Michael J. Verity, Chief Building Inspector Southold Town Building Department JUN 1 02022 4n. , PO Box 1179 Southold, NY 11971 BUILDINGayt s. TOWS!OF SOUTHOLD Re: Peconic Landing at Southold, Inc-Pub/Dining Addition SCTM#1000-35-01-25 Dear Mr. Verity: In connection with a pub/dining area to be constructed at Peconic Landing we enclose the following: 1 . Application for Building Permit 2 . Site Alignment Plan 3 . Four (4) sets of plans 4 . Contractors Proof of Insurance and Suffolk County License 5 . Suffolk County Department of Health Services approval 6. NYS DEC letter of .No Jurisdiction 7 . Southold Town Trustees approval 8 . Southold Town Planning Board approval Please issue .. a building. permit and advise of the fee to be submitted. Very truly yours, Charles R. Cuddy CRC/ik sv � YOUNG ASSOCIATES 631-727-2303 400 Ostrander Arenue, Riverhead, Nmv York 11901 admin(c youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer DOUGLAS E.ADAMS, Professional Engineer& Geologist DANIEL A. WEAVER, Land Sunveyor June 14, 2023 Attn: Mr. Robert J. Syron, CEO/President Peconic Landing at Southold, Inc. 1500 Brecknock Road Greenport, New York 11944 RE: Pub Dining Project PECONIC LANDING Main Road (NYS Rte. 25) at Greenport, T/O Southold, NY (20-0174) SCTM No.: 1000-35-01-25 HD Ref. No.: C-21-0363 Dear Mr. Syron: Enclosed are two (2) prints of the As-Built Survey (Sheets 1-2 of 2) last dated May 30, 2023 bearing the SCDHS stamp of Approval of Constructed Works dated June 13, 2023, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Charles R. Cuddy, Esq. + 1 print Planning Engineering Land Sunveying YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue, Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT, Professional Engineer DOUGLASE.ADAMS, Professional Engineer& Geologist DANIEL A. WEAVER, Land Surveyor June 14, 2023 Via U.S. Mail & Email mike.verity@town.southold.nv.us Attn: Mr. Michael J. Verity, Chief Building Inspector Town of Southold Building Department. artment. Town Hall Annex Building JUN 2 0 2023 54375 Route 25 P.O. Box 1179 RUMINNG DEPT. Southold New York 11971 RE: Pub Dining Project PECONIC LANDING at Greenport, T/O Southold, NY (20-0174) Dear Mr. Verity: Enclosed is one (1) print of the As-Built Survey (Sheets 1-2 of 2) last dated May 30, 2023 bearing the SCDHS stamp of Approval of Constructed Works dated June 13, 2023, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Peconic Landing Attn: Mr. Robert J. Syron, CEO/Pres. via email Mr. Charles R. Cuddy, Esq. via email Planning Engineering Land Surveying A': —7--7 iL 44- -I* --C7 ILL-* lkn' -AR- —'e-V a -IK '7 •er{. No,, Mk M wV.1 ;r — tr- —7 *7 tW 7- so -e-V M %e-w-fo This license is the property of Suffolk County Department of Labor, Licensing Consumer Affairs. Possession of this license does not guarantee its validity. Additional Business Name License Category -41 H1 -GC .......... A . . . ..... .... 04 �5 — iz V�t 44 -Z - W—L.-A L--Ia -It hp N Y S ' New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A^AAA 113565692 ' CHAREL CONTRACTING AND MAINTENANCE COMPANY INC �' 1 BRITTANY WAY 01 RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CHAREL CONTRACTING AND PECONIC LANDING MAINTENANCE COMPANY INC 1500 BRECK NOCK RD 1 BRITTANY WAY GREENPORT NY 11944 RONKONKOMA NY 11779 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11306177-5 896822 09/15/2021 TO 09/15/2022 5/12/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1306177-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IANM.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. ELLEN SCOCCO(PRES)&JOSEPH SCOCCO(VP)OF TWO PERSON CORP CHAREL CONTRACTING AND MAINTENANCE COMPANY INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED_ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER TWi=COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:758789035 'A'A'C40IPO® CERTIFICATE OF LIABILITY INSURANCE FDATE(MWOWYYYY) 5/12/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT EDWARD _ NAME: BUILDING TRADES ASSOCIATION PHONE 800 326-7800 —�F—AX-- 5 C,.N__,_em � t'C No; ( 61)241-0621 5550 Glades Rd#505 E-MAILRESS: ed@buildingtrades.COm _ Boca Raton, FL 33431 INSURERS)AFFORDING COVERAGE_ NAIC# INSURERA: Peleus Insurance Company. _ 34118 INSURED INSURERS: CNA Surety Charel Contracting&Maintenance Co.Inc. INSURER C: Peleus Insurance Company. 1 Brittany Way INSURER D. CNA Surety _ Ronkonkoma, NY 11779 INSURER E: Western World Insurance INSURERF: Navigators Ins.Co. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES-LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS TYPE OF INSURANCE INSO YM ADDL SUER -- POUCY EFF POLICY EXP ILTIR POUCYNUMaER IMMIDD MIDD LIMITS X COMMERCIAL GENERALLIABILITY EACH OCCURRENCE_ $ 1,000,000 CLAIMS-MADE ®OCCUR PREMISES(Ea occurrence) _ $ 100,000 MED EXP(Any one person) $ 5,000 A X 600GLi}19709401 4/1/2022 4/1/2023 PERSONAL&ADV INJURY $ 1,000,000. GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X JECTPRO- LOC LOC PRODUCTS-COMP/OPAGG s 2_,000,000 HOTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per a 'dent $ I UMBRELLA UA13 _]�OccuR B X, EXCESS LIAS CLAIMS-MADE CCP1053$22 4/1/2022 4/1/2023 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5'5,000,000 DED RETENTION$ $ WORKERS COMPENSATION ER AND EMPLOYERS'LIABILITY Y/N STATUTE ERF{_—ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA —.._ .. (Mandatory in NH) E.L DISEASE-EA EMPLOYE $ It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ { DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Peconic Landing 'THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1500 Brecknock Rd, ACCORDANCE WITH THE POLICY PROVISIONS. Greenport, NY 11944 AUTHORIZED REPRESENTATIVE���J �} Com— 0. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD If— YDEi:K workers Compensation CERTIFICATE OF INSURANCE COVERAGE sTAr�� I Board DISABILITY AND PMD FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured CHAREL CONTRACTING CO., INC. 1 BRITTANY WAY 631-588-9891 RONKONKOMA, NY 11779 Work Location of Insured(Only required if coverage is specificallylimited to 1 c.Federal Employer Identification Number of Insured certain locations In New York State,i.e.,Wrap-Up Policy) or Social Security Number 11-3565692 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Hoider) Peconic Landing Standard Security Life Insurance Company of New York 1500 Brecknock Road 3b.Policy Number of Entity Listed in Box"1 a" Greenport, NY 11944 R93621-000 3c.Policy.effective period 5/112013 to 5/11/2023 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F] B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc' d above. Date Signed 5/12/2022 By (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent ofthat insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-®BUP®L.IC SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.9_ Insurance brokers are NOT authorized to issue this form. (� DB-120.1 (10-17) �Illtill1������fll2l'i�l��i���il(11ilolfll1IM111III ;. Suffolk County Dept.of • - Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name JOSEPH SCOCCO Business Name This certifies that the CHAREL CONTRACTING&MAINT CO INC nearer is duly licensed :)y the County of suffolk License Number: H-28456 Rosalie Drago Issued: 03/22/2000 Commissioner Expires: 03/01/2024 KDA architects September 7, 2022 Via:email Nancy Dwyer, Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 Re: Peconic Landing—Community Center Pub Dining and Porch Addition Dear Ms. Dwyer, As requested, KDA has evaluated the existing plumbing fixture count relative to the 2020 Plumbing Code of New York State and has determined that the existing fixtures serving the common areas comply with the minimum required fixture counts and are able to support the added occupant load of the proposed renovation and addition. Additionally, KDA has indicated the proposed extension of the existing sprinkler system shall be designed and installed in accordance with NFPA 13 standards. If you have any further questions regarding these matters, please do not hesitate to reach out. Very truly yours, KDA Architects, P.A. ��EFtED ARC FOw��s��C� s s�qr 042 F OF David Fowles,AIA Principal ARCHITECTURE MASTER PLANNING INTERIOR DESIGN LANDSCAPEDESIGN 500 Kings Highway South,Cherry Hill NJ 08034 1 856-770-1060 1 kd-arch.com KDA architects August 3,2022 Via:email Nancy Dwyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 Re: Peconic Landing—Pub Renovations Permit Comments Dear Ms. Dwyer, Please find our responses to your comments below as we received them from Ms. Patti Lutzky at Peconic Landing. Also enclosed are revised plans with updates clouded in red. 1. Show the sprinkler plan or make reference of shop drawings to follow a. A note has been added to the Drawing List legend on sheet CS-0. The owner is coordinating shop drawings for submittal. 2. Please indicate emergency lighting and power;is there a back up generator? a. The building is on full generator back up,which includes all light fixtures. A note clarifying this has been added to sheet A5.3 in the General Notes box. 3. Show egress/exit signage a. Exit signage locations have been added to the plans and legends on sheets CA.2 and A5.3. 4. Show smoke and carbon detection a. A note has been added to the Drawing List legend on sheet CS-0. The owner is coordinating shop drawings for submittal. 5. Provide a certification letter stating the existing restroom fixture count is sufficient for the additional occupancy loads. a. Code compliance requirements and calculations have been added to the Code Review on sheet CAA under'Plumbing Fixtures'heading. We are happy to provide assistance and clarification if there are any further questions. Very truly yours, KDA Architects, P.A. Danielle Magnotta, RA Project Architect ARCHITECTURE MASTER PLANNING INTERIOR DESIGN LANDSCAPE DESIGN 500 Kings Highway South,Cherry Hill NJ 08034 1 856-770-1060 1 kd-arch.com OA1310,01 Peconic Landing Pub\DWGS\3,Submissions\3.7 Permit Set\2022-0E-03 P,,Comments R=_a 1\Peconic Pub-Permit Comments Responses.docx a r c h i t e c t s 500 Kings Highway South Cherry Hill, NJ 08034 856.770.1060 officer@kd-arch.com oc oa Greenport, ew Yor E'L 6 3 2022 PERMIT SET Z:� CN i a N �l _ C) w f c� CN Y i kT. •t-r .�-`.L4 k.T.- 1- _ �� - - a, n ------- DRAWING LIST N _ - F- 0 0 M LU Lu - - -- DWG.# DRAWING TITLE: o.. IL CL a- W � ., - :. • CS-0 COVER SHEET _ ____ � ---1�-�-___ �I __�- ____ - - --- �,'.'•,---art, r � -- � `=�- LANDSCAPE: _ v - -_,s� • L1.0 LANDSCAPE PLAN F t H i ., ;. r } : ' ,„ � , ,, � ------ ----- _ - -- I �� I , _ _._ _ - ___ -- ___._- - _ __ • 10F4 ALIGNMENT PLAN I �.. • 20F4 GRADING AND DRAINAGE PLAN I � .. • 30F4SANITARY _ _.-,_._._ - _ - r � _ SEWER DISPOSAL PLAN - _ _ a_ Y .. _ , � . . �� � , ., • 40F4 ST _ _-- ..rA -_ .. I ( � -.. ,. EXI ING CONDITIONS MAP , _ I ' I l M �I -_ � .: {} ARCHITECTURAL. ii Isii ._- .,.., ..,. I -- � - - --_. -- .�. (_ . _ ,� _f_. . :_� �-_-_._ _ :- `, ---------� � D 0 DEMOLITION FLOOR PLAN _ _ .. _i Y Ji, I - - -- C. ,_ - - -- �- r+i - -� -.... _._ • D2.0 _ � _ DEMOLITION ELEVATIONS �� - --- • D3.0 DEMOLITION SECTIONS �-� � --•.-',1.� �"' ;� _.'� ��( � �-^-+..- -. - 1. - _ Z I. � - - - -- - 1 __ - -I i p .� �l � -- -------- - - I ,�' I �Pi _ - - : ._.,i , -; l,, -- - � _ _ - . � � -� . . t III; � � � i�, I r I�I I ,,r„ I _ �, r �,_ i - I, � , ,, ., � i„���, I;1-,l�ut�l�f � 1�� • CAA FIRST FLOOR COMMUNITY CENTER CODE ANALYSIS r � a _Lail _.a_ � . _ ,� __-_ _�.____-- ,� (� � . I I_I li. , __ � I� --_=�- -�- " , i �� � �, • CA.2 FIRST FLOOR COMMUNITY CENTER EGRESS PLAN � : -- _� �. fl I �'Al �, I .i,f:.�.� i - I� L ._.__, - � +I 1 ; :� r _ � - tto , l .-., _. _- - ,. � - _ iTl i i ' • A0.4.1 SPECIFICATIONS _ r � e. � t _ r i • A0.4.2 SPECIFICATIONS °��� !, • A0.5 ANSI DETAILS • A0.6 PARTITION TYPES • A0.7 UL ASSEMBLIES ,, , ��/ • A0.8 UL ASSEMBLIES r=', • A0.9 UL ASSEMBLIES ' LIST OF ARCHITECTURAL � � • A1.1 FIRST FLOOR PLAN • A1.2 ROOF PLAN • A2.1 EXTERIOR ELEVATIONS PECONIC ABBREVIATIONS SYMBOLS `" Al').,? ELEVATION DETAIL ' /?'' � • A3.1 BUILDING SECTIONS LANDING • A3.2 SECTIONS ABV above EA each JC janitor's closet SFGL safety glass • A4.1 PLAN DETAILS AFF above finished floor E east JT joint SNT sealant 12 COLUMN VICINITY PLAN PROJECT TEAM CONTACTS • A4.2 PLAN &SECTION DETAILS AP access panel ELEC electric(al) JST joist SIG seating SYMBOL • A5.1 REFLECTED CEILING PLAN PUB DINING AC acoustical EP electrical panel board JB junction box SEC section n,•-���, DOOR OWNER FOOD SERVICE • A5.2 REFLECTED CEILING PLAN DETAILS & PORCH ACT acoustical tile EL elevation SHT sheet E1 2 SYMBOL • A5.3 LIGHTING PLAN KPL kick late Peconic Landing Sodexo ADD addendum ELEV elevator p SIM similar • A6.1 DOOR&WINDOW SCHEDULES, DOOR DETAILS ADJ adjacent EMER emergency KIT kitchen SL sleeve O WINDOW 1500 Brecknock Rd 9801 Washington Blvd ADDITION 9 Y • A6.2 DOOR AND WINDOW DETAILS KD knockdown SYMBOL , x Greenport, NJ 11944 Gaithersburg, MD 20878 AIC air conditioning ENC enclose(ure) SC solid core F>. • A7.1 ROOF DETAILS ; � , � ;,.■ Patricia Lutzky Susan Kekens ALT alternate EQ equal SP soundproof FIXTURE • 631 447-3800 240-994-4512 • A91 INTERIOR ELEVATIONS ALUM aluminum EQUIP equipment LBL label south 7 SYMBOL e ( ) 1500 BRECKNOCK RD ANC anchor,anchorage EST estimate LAD ladder SPK speaker plutzky@peconiclanding.org susan.kekeris@sodexo.com AB anchor bolt LAM laminated REVISION .x�,�, • A9.2 INTERIOR ELEVATIONS VILLAGE OF EXH exhaust ( } SPEC specifications) SYMBOL • A10.1 MILLWORK DETAILS GREENPORT, NY 11944 ARCH architect(ural) EXIST existing LAV lavatory SQ square • A10.2 MILLWORK DETAILS ASPH asphalt EXPAN expansion LH left hand SQFT squarefoot(feet) a z ELEVATION SUFFOLK COUNTY AUTO automatic EXP exposed LTG lighting S.S. stainless steel 3 SYMBOL 9 EXT exterior ARCHITECT INTERIOR DESIGNER AVG average LIN linear STD standard SHEET y ' INTERIOR DESIGN: ' LTL lintel ST steel KDA Architects KDA Architects • INT0.0 FINISH SCHEDULE BSMNT basement LVR louver OFFICE 500 Kings Highway South 500 Kings Highway South STO storage - • INT0.1 FINISH SPECIFICATIONS FAB fabricate 101 ROOM TAG Cherry Hill, NJ 08034 Cherry Hill, NJ 08034 BRG bearing SD storm drain � • INT1.0 FINISH FLOOR PLAN Issued For: FB face brick MFR manufacturer :_. Katie Boucher Megan DiBartolo BPL bearing plate O SIR structural 150-SF r � g • INT2.0 FURNITURE PLAN l�� PRICING SET BM bench mark FOC face of concrete *' ; MAS masonry � ,. � � 856-770-1060 856-770-1060 FOF face of finish SUS suspended BEL below MO masonry opening ELEVATION " +' boucher@kd-arch.com dibartolo@kd-arch.com • INT3.0 WALL PROTECTION PLAN °.. 4 Date: SYM symmetry(lcal) 3 E,�" �, � 12-23-2020 BET between FOM face of masonry MTL material(s) A3 /SECTION BVL beveled FOS face of studs MAX maximum SYS system SYMBOL BIT bituminous or FT foot or feet MECH mechanic(al) �~- 13 DETAIL KITCHEN:K1 BAR AND PANTRY EQUIPMENT SCHEDULE FGL fiberglass TKBD tackboard DATE RELEASE BLK block MWK millwork aa.2 ENLARGEMENT " • K2 BAR AND PANTRY UTILITY PLANS FIN finish(ed) TEL telephone 11-02-2020 PRICING BLKG blocking MIN minimum ;� � CIVIL ENGINEER STRUCTURAL ENGINEER FF finished floor TV television 01-12-2021 EQUIPMENT MEP COORDINATION BD board MISC miscellaneous CHANGE IN ;: :. Young &Young Beach Engineering Associates, LLC 03-04-2021 PRICING FA fire alarm TEMP temperature cPT. c.t FLOOR FINISH 02-25-2022 ISSUED FOR CONSTRUCTION Bs both sides MLD molding,moulding -� 400 Ostrander Ave 200 Birchfield Dr, Suite 205 FE fireextin extinguisher g g ' - ■ STRUCTURAL: 06-03-2022 PERMIT SET BW both was g MT mounted ,in THD thickness) Riverhead NY 11901 Mount Laurel NJ 08054 Y FEC fire extinguisher cab. ( )( g} TPD toilet paper dispenser DATUM � � • S0.0 STRUCT LEAD SHEET 08-03-2022 PERMIT REVIEW COMMENTS BOT bottom - Contact Name Michael Beach • S0.1 STRUCT LEAD SHEET BR brass FHS fire hose station NRC noise reduction coefficient TOL tolerance ELEVATION FP fireproof NOM nominal T&G tongue and groove ,� (631) 727-2303 (856) 273-1909 • S1.0 FOUNDATION PLAN BRK brick FRC fire-roof ant coating tread E-mail mikeb@mabeachassoc.com BRZ bronze N north @ • S1.1 ROOF PLAN FRT fire-retardant TYP typical • S2.0 TYPICAL SECTIONS BLDG building NIC not in contract FLG flashing ® BRICK BLT built FLR floor NTS not to scale S3.0 SECTIONS&DETAILS BLT-IN built-in FLCO float cleanout NO number UC undercut • 83.1 SECTIONS&DETAILS BUR built u roofing UNF unfinished p g FD floor drain OC on center(s) ® MECH/ELEC/PLUMB ENGINEER , CMU UNO unless noted otherwise FPL floor plate OPG opening CONCRETE Condon En ineerin P.0 g g, MECHANICAL: �� AUG3 � ZQ22 CAB cabinet 1755 Sigsbee Road • M-1 MECHANICAL PLAN BUft ClNG:DII FLUR fluorescent OPP opposite VJ v-jointed) CPT carpeted} FTG footing OD outside diameter EARTH: CSMNT casement g VB vapor barrier ���� UNDISTURBED MattitUCk, NY 11952 FND foundation OA overall VAR varnish John Condon 6�c�C3�-d 1� �� CIP cast in place OH overhead EARTH: (631) 298-1986 ELECTRICAL: FR frame(d),(ing) VIIR veneer Cl cast iron BACKFILL condoneng@optonline.net • E-1 ELECTRICAL POWER PLAN CB catch basin FURN furnished) PNT paint(ed) VTR vent through roof CLG ceiling FBO furnished by others PNL panel VIF verify in field �INSULATION BLOWN •� BATT OR • E-2 LIGHTING PLAN FUR furred(ing) VERT vertical CEM cement PBD particle board PTN partition VIN vinyl RIGID CL or C center line GA gage,gauge p INSULATION PLUMBING: CM centimeters} PERF pefforate(d) VAT vinyl asbestos the AI REAL VIEW GALV galvanized � GYPSUM WALL • P-1 PLUMBING PLAN CER ceramic PLAS plaster VB vinyl base BOARD GKT gasket(ed) VF vinyl fabric NORTH CT ceramic tile GC general contract(or) PLAM plastic laminate RESILIENT Proj. No: 1310.01 CMT ceramic mosaic(tile) GL glass,glazing PL plate ® FLOORING FIRE PROTECTION: Drawn By: GHBD chalkboard PWD plywood MCT wainscot GCMU glazed concrete p CARPET AND FIRE PROTECTION SHOP DRAWINGS, INCLUDING SPRINKLER DESIGN Drawing Title: CHAM chamfer masonry units PCF pounds per cubic foot WfW wall to wall PAD AND CO DETECTION TO BE ISSUED TO PERMIT OFFICE FOR REVIEW CLR clear(ance) GB grab bar PFL pounds per linear foot WH wall hung COL column GD rade, radia PSF pounds per square foot water closet ® STEEL RETAIN STORM WATER j r��10r r e tt�� A� AND APPROVAL PRIOR TO INSTALLATION 9 grading P P q WP waterproofing aPPR�YG� N mss` l' PL'` Wl H ALL CODES O PURSUANT TO CHAPTER 236 COMB combination GRN granite PSI pounds per square inch �- WR water repellent PLASTER CEMENT, �� � I`�IErN YORK STATE ATE & TOWN CODES OF THE TOWN CODE. CONIC concrete GVL gravel PREFAB prefabricate(d) SAND,GROUT GATE B.P.t AS REQUIRED AND CONDITIONS OF CMU concrete masonry unit GF ground face PREFIN prefinished WS waterstop WT weight STONE,GRAVEL FEEoZ U BY' CONST construction GT grout OR POROUS FILL --SOMOLD TOWN ZBA CONT continuous or continue GYP gypsum QTY quantity WWF welded wire fabric NOTIFY BU {NQ AT CONTR contract(or) QT quarry the W west ® WOOD:FINISH 63171II&I M SAWTO FOR'TNE SOUTHOLD TOWN PLANNING BOAR[ All exterior lighting CORR corrugated HBD hardboard RAD radius WDW window FOLLOWING INSPECTIONS: _ ...,...._ SOUTHOLD TOWN TRUSTEES hlstalled,replaced or HDW hardware RWC rainwater conductor WG wired glass WOOD:ROUGH 1. FOUN�ITI©N-TWO REOUFED repaired shall conform CTR counter NN.S,DEC FOR POURED CONCRETE HWD hardwood REF reference WM wire mesh t0 Chapter 172 CFT cubic foot 2. ROI1M•FRAMING&PLIIMBIN�3 CYD cubic yard HDR header RFL reflected},(ive),(or) W/ with ® BLOCKING & WsUU7�N of the`�OWt�Code HVAC heating/ventilation t ac REG register WO without 4. FINAL CONSTRUCTION MUST t� i`, DL dead load HD heavy duty RES resilient WD wood PLYWOOD 6E�pp�E FOR 1= FIR INSPECTION ION HT height RET return WEI wood base ALL CONSTRUCTION SHALL MEET THE 1� DEMO demolish,demolition g � ��E� BE�RE HC hollow core RA return air WPT working point GLASS REQUIREMENTSOFTHEOODESOFNEW DTL detail ® OPENING DIAG diagonal HM hollow metal RMV remove WI wrought iron YORK O CO� RLICTONI ERRORS DIAM diameter HORZ horizontal REQ'D required DIM dimension HB hose bib REV revision YD yard Fire S amdon PLtfMa R CERTIFICATr^"r DR door HWH hot water heater RH right hand DH double hung R riser QCCUIDANCY OR �'' ON LEAD CONTENT BEFL�'I DN down "or IN inch RD roof drain C r p, requfted as per ; r• DWR drawer INCL include(d),(ing) RFG roofing USE IS UNLAWFUL CERTIFICATE OF QCCUr -�'.��„Y NYS Code SOLDER USED IIS! II " Peconic Landin 9 Communit y Center Pub Dinin and Porch Addition KDA 150OBreckn kR d N k DWG drawing ID inside diameter RO rough opening WITHOUT CERTIFICATE - SUPPLY SYSTEM (,A a IOT PLUMBING DF drinking fountain INSUL insulate(d).(ion) RB rubber base r EXCEED 2/9Q -�'/r °rD■ ALL PLUMBING WASTE DW dumbwaiter INT interior REIT rubber tile OF OCCUPANCY &WATER LIVES NEED TRUSS PLACARDING REOUPM TESTING BEFORE COVER1Z4'y low Note: , Refer to civil engineering and MEP drawings for utility, s i o I erosion / control, irri ation and stormwater management desi n that must be coordinated LANDSCAPE SPECIFICATIONS: - a r c h i t e c t s �P. with hardscape and landscape work. PLANT MATERIAL r' 500 Kings Highway South 1.All plants shall meet or exceed the minilmum requirements as noted in the latest edition of \G/ / r:. Cherry 'Hill, NJ �} �� the American standard for nursery stock by American Association of Nurserymen,ANSI Z60.1. $5l, NJ All plant materials installed shall meet the latest specifications of the"American Standards / to i O lc .770.1 60 for Nursery Stock." 2.Plant sizes shown in planting schedule are the size at time of planting. 3.Plant material shall be well-grown and true to form for size and species. Stunted or leggy >1 pant material will be rejected. • 4.Plant materials that have damaged or crooked leaders,deformed growth habit,abrasions of the bark,sunscald,windburn,disfiguring knots,insect or disease pests shall be rejected. In j addition,trees having their central leaders headed back will also be rejected. 5.All plants(B&B or container)shall be properly identified by weather-proof labels securely I attached thereto before delivery to project site. Labels shall identify plants by name,species 21 JGO and size. Labels shall not be removed until the final inspection by the landscape architect or --- - engineer. 4RGL 6.All trees shall be balled and burlapped,runless otherwise noted in the drawings or B K ; specification,or approved by the owner's representative. 7.Final quantity for each plant type shall be as graphically shown on the plan.This number shall I 6E 5PSH take precedence in case of any discrepancy between quantities shown on the plant list and on 5EP 3CA i 7S FW i the plan.The contractor shall report any discrepancies between the number of plants shown 6SFW on the plant list and plant labels prior to bidding. LAN -1 PB 8.Any proposed plant substitutions must be reviewed by landscape architect and approved in � ISRGL writing by the owner's representative. No substitutions shall be made without written 61LH _ _ 7ES 7RH � a consent of the architect. TERRACE 9.All specified plant material is subject to inspection and approval by the architect at both the 6PNW w nursery and jobsite prior to installation. 8AU 10. All B&B materials(i.e. burlap,twine,etc)shall be all bio-degradable materials. 3RH 8ES ' 11. All plant materials shall be guaranteed for two years following date of final acceptance. ---- 3 IG PROTECTION Cl - ` ' 2CHB ` 1.Existing trees to remain within the devellopment area shall be selectively pruned of any dead I ( z; , IGor dying limbs. Existing trees located at the edge of wooded areas to be cleared shall be / € evaluated for preservation or removal based on survivability and safety considerations.Trees �-- /,. ?� ', within existing wooded areas to remain shall not be pruned. 2.Existing trees and other vegetation indicated to remain in place shall be protected against 5ES `. CS / ' / /, .y` unnecessary cutting, breaking or skinning of roots,skinning or bruising of bark,smothering of ` 11 AU ■^�. roots by stock piling construction materials or excavated material within drip line,excess foot I PORCH ry In / - - ' - z, i or vehicle traffic or parking of vehicles within drip line. 3.Provide a tem ora EXISTING 3CHB � . /1 / / _..__._.............,....... ...IV' p ry guard to protect trE-es and vegetation to be left standing as shown on , / / € / ; I PORCH / // f / civil drawings prior to start of construction. � i" .., j � ; / 4.Every possible safeguard shall be taken to protect building surfaces,equipment andF E03 , furnishings. The contractor shall be responsible for any damage or injury to person or - - - --�._ property which may occur as a result of his negligence in the execution of the work. .. ' '-/ ` / H Y / x, I UTILITIES / 1.Landscape plan shall be used for landscape purposes only. Refer to civil engineering drawings for utility,grading,storm water management,and soil erosion control information that may need to be coordinated with landscape work.This plan is intended for planting purposes. Refer to site/civil drawings for all other site construction information. , r T r: t 2.The contractor shall review architectural/engineering plans to become familiar with grading - - - - - - -' - and surface utilities. ININGTROOM/ '�V ' fi i /" I Ac 3.The contractor shall ensure that work does not interrupt established or projected drainage { patterns. North 4.Contractor shall verify locations of all below grade and above;round utilities and notify owners representative of conflicts. 9 g y 1 5.The contractor shall verifythe existence of underground utilities on the site prior to an LANDSCAPE PLAN g excavation. Their exact location shall be verified in the field with the owner or general L1.0 1/8" = 1' - 019 contractor prior to the commencement of any digging operations. In the event utilities are uncovered,the contractor shall be held responsible for all damage to the utilities and such damage shall not result in any additional expenses to the owner. Any damage of reported / lines shall not be the responsibility of the contractor. 6.Should location of trees be within 5'of underground utilities,relocate said trees to a Plant List / C minimum of 5'from ball to utilities. IRRIGATION NOTES: / °.. P E C O I�I C EXECUTION Key City Botanical Name Common Name Size Remarks �'�/ NOTE: , ' Hatched area indicates area to be provided with a landscape irrigation 1.No plant materials shall be installed until all grading and construction has been completed in Canopy Trees system.Planting beds areas to receive drip irrigation and lawn areas to LANDING` �Q.Si G / the immediate area.Contractor shall notify owner's representative of any conflict. receive pop-up heads. Lawn areas and bed areas shall be on separateBN 1 Betula nigra 'Duraheat' Duraheat River Birch 10-12' B&B zones.Existing irrigation systems disturbed by construction activities 2.All plantings shall be contained within mulched beds. Double-shredded hardwood bark or Evergreen Shrubs / f i root mulch should be applied at depth of shall be restored or incorporated into the new irrigation systems.GC to three inches. Planting beds shall be constructed as / provide shop drawings for irrigation system design&equipment,and � � PUB DINING shown in the"planting bed edge detail"on this sheet. Mulch must be pulled back at least 2" IG 6 Ilex glabra densa Compact Inkberry 18-24" #5 container / water source and electric supply. JGO 21 Juni erus v. 'Grey OWI' Grey Owl Juniper 18-24" B&B 1. Contractor shall provide complete irrigation system design and from any plant stem,twig or trunk. p Y Y p /-;�_.;;.� �;;�.��.,,�',�`� & PORCH / '...:'' 3.A 3-inch deep mulch per specification shall be installed under all trees and shrubs,and in all Deciduous Shrubs ✓ �•< ,'\ ,: ' installation for plantings and lawn areas. Design shall be certified by a planting beds,unless otherwise indicated on the plans,or as directed by owner's CA 3 Clethra alnifolia 'Sixteen Candles' Sixteen Candles Summersweet 24-30" #5 container professional landscape architect,engineer,or certified irrigation A' representative. CHB 5 Clethra 'Hummingbird' Dwarf Summersvmet 18-24" #3 container des; g p p ADDITION _,-- _ goer. Design tans shall be submitted to owner's representative ;;F'. . a •+ ,: for approval. a 4.All planting backfill soils shall receive certified weed-free fully composted leaf mold soil CSK 7 Cornus serieea Kelseyi Kelsey's Dwarf Redtvvig Dogwood 18-24" #3 container 2. All lawn areas shall be zoned separately from planting(mulch)beds amendment at a rate of 33%(1 part compost to 2 parts planting soil).Submit compost I LH 10 Itea virginica 'Little Henry' Little Henry Sweetspire 18-24" #3 container � certification&product data prior to ordering for approval. MP 1 Morella pensyivanica Bayberry 24-30 #5 container areas. 1500 BRECKNOCK RD 3. Contractor shall provide all materials,labor,and equipment for the ' 5.All disturbed areas not otherwise noted on contract documents shall be topsoil and seeded or PB 1 Photinia pyrifolia 'Brilliantissima' Brilliant Red Chokeberry 4-5' #7 container ; : ' ; ! ;� '-' '"�` ' p,� .;, `I VILLAGE OF complete installation of the irrigation system. mulched as directed by owner's representat€ve. G 4 .,y / RGL 9 Rhus aromatica 'Gra Low' Gro Low Fragrant Sumac 18-24" #3 container _,.�, - --w -- --..-`: W .mW ,� ;.--. "=` - ' ' �/,� ' - � � REENPORT NY 1194 6.Careful) disrupt `' -�r' I ' �j' �/ i"` i 4. Clontractor shall provide drawings,material specifications, , i ' circling root from ) € Carefullyg s om all container-grown plants,except plugs,via tool Perennials & Groundcovers l� -c ;�/ #:,. : r schematics,and other literature as may be required,for all conduit, SUFFOLK COUNTY scarification or by hand. PORG" �..: '_.:.. ` p Y rY #2 container , F_-_2 I IXISTING W , ,' ` controls,timers,valves,sprinkler heads,connectors,wiring,rain AU 19 Arctosta h flus uva-ursi Bearber =. i ` gauge,etc.to the owners construction manager for approval prior to 7.One year guarantee shall be provided on all plant materials frau date of final acceptance. EP 10 Echmaeea purpurea Purple Coneflower #2 container _ O installation. 8.The contractor shall stakeout plantings for the owner's representative's approval prior to RH 10 Rudbeckia hirta Blackeyed Susan #2 eantalner �,'"_ _-��^� • •_. �'`__ - „ ,_"__s_�_. ... ' ....._ ;-_I - /- � ' 5. Contractor shall coordinate their work with the general contractor and beginning work.All proposed planting locations shall be staked as shown on the plans for SFW 13 Solidago rugosa 'Fireworks' Fireworks Goldenrod #2 container <`' / sub contractors. field review and approval by the landscape architect prior to installation. Ornamental grasses North //, . . , , 6. (Inside building)backflow preventer and meter is required.It shall be Issued For: 9.During planting operations,excess waste materials shall be promptly and frequently removed CP 11 Carex pensyivanica Pennsylvania Sedge #1 container in conformance with state and municipal requirements. PRICING SET from the site. ES 20 Era rostis s ectabilis Purple Love Grass (Outside building)backflow preventer and meter is required.It shall °i g p p #1 container 2 IRRIGATION PLAN be in conformance with state and municipal requirements.Locate this 10. All proposed trees shall be installed either entirely in or entirely out of planting beds. PNW 6 Panicum'Nofthwind' Northwind Switchgrass #3 container equipment in a conformance with stat box. Date: Planting bed lines are not to be obstructed. All shrubs and ground cover area shall be planted PSH 5 Panieum'Shenandoah' Shenandoah Switch rass #3 container L1.0 1" = 20' - 0" 7. ( e by in continuous prepared bed and top dressed with 3-inch shredded hardwood mulch. Mulch 12-23-2020 Insiduilding)irrigation control panel,backflow preventer and shall have been shredded within the last:six months. meter shall be located in the building mechanical room.Coordinate ' 11. All planting beds adjacent to lawn,sod or seeded areas shall be spade edged. with the general contractor. DATE RELEASE Outside building) � 11-02-2020 PRICING ( g)irrigation control panel shall be located in a , lockable cabinet designed to house the control panel. t',i 01-12-2021 EQUIPMENT MEP COORDINATION • . Maintenance shall begin after each plant has been installed and shall continue until 90 days ``' 03-04-2021 PRICING after final acceptance by the architect or owner representative. Maintenance includes: watering,pruning,fertilizing,weeding, mulching,replacement of sick or dead plants,and any 8. Site contractor shall provide 4"schedule 40 pvc sleeves under W`� 02-25-2022 ISSUED FOR CONSTRUCTION $ other care necessary for the proper growth of the plant material. The contractor must be 06-03-2022 PERMIT SET pavement to provide access for irrigation lines to all irrigated areas. "'� .�able to provide continued maintenance if requested by the owner. 9. Irrigation contractor shall demonstrate full functionality and adequate watering of plantings to owner and landscape contractor. Submit ' 13. Upon completion of all landscaping,an acceptance meeting of the work shall be held. The contractor shall notify the landscape architect or engineer or owner for scheduling the written sign-off from landscape contractor to architect for approval. inspection at least 7 days prior to the anticipated inspection date. 14. The contractor is responsible for testing project soils. The contractor is to provide a certified soils report to the owner. The contractor shall verify that the soils on site are acceptable for the proper growth of the proposed plant material. Should the contractor find 'm poor soil conditions,the contractor shall be required to provide soil amendments as ) necessary. The amendments shall include,but not be limited to,fertilizers,lime and topsoil. Proper planting soils must be verified prior to planting of materials. F"I 15. Bulbs planting shall be in accordance with Section 11 of the American Association of Nurserymen Standards. 16. All tree stakes and wires will be removed by the applicant after 1 year from the date of installation. 17. Trees and shrubs must be planted only when the soil is frost-free and friable. - 18. Contractor shall partially fill with water Fi representative number of pits in each area of the project prior to planting to determine if there is adequate percolation. If percolation does not occur, measures must be taken to assure'proper drainage before planting. i TURF j 1.Areas designated"topsoil&seed"shall receive minimum 6"of topsoil and specified seed mix. Proj. No: 1310.01 Lawns over 2:1 slope shall be protected with erosion control fabric. Drawn B .,� y: WS 2.All unsurfaced areas are to receive six inches of topsoil,seed,mulch,and water until a Drawing Title: healthy stand of grass is obtained. , i` 3.All disturbed area of the site not planted with shrubs or ground cover shall be fine graded and 4 seeded or sodded. �W= LAN D SCAPE PLAN 4.All sod shall be obtained from areas having growing conditions similiar to areas to be covered. Areas to be sodded shall be raked of stones and debris. Debris and stones over 1 inch in PRUNE OUT ANY DEAD OR BROKEN BRANCHES. diameter shall be removed from the site. All damaged sod will be rejected. All sod must be REMOVE ALL TAGS placed with staggered joints,butted with no inequalities in grade. Place all sod in rows at RUBBER HOSE AROUND 10 GAUGE GALV.WIRE PRUNE OUT ANY DEAD OR BROKEN BRANCHES, right angles to slopes(Where applicable). AT TREE REMOVE ALL TAGS PRUNE OUT ANY DEAD OR BROKEN BRANCHES, -z PRUNE OUT ANY DEAD OR BROKEN BRANCHES, REMOVE ALL TAGS 5.See seeding specifications in civil engineering plans for lawn restoration and new seeding REMOVE ALL TAGS GUY WIRE RUBBER HOSE AROUND 10 GAUGE GALV.WIRE information. 2'X2•X8'HARDWOOD ANCHOR STAKE DRIVEN ATTREE GUYWIRE i INTO SUBSOIL(3 PER TREE) GUY WIRE AT TREE 2'X2'XB•HARDWOOD ANCHORS STAKE RUBBER HOSE AROUND 10 GAUGE GALV.WIRE LAWN AREA 6.Unless otherwise noted,all disturbed landscape areas not being planted,shall be seeded with PLANTINGS AS SPECIFIED CROWN OF ROOT BALL SHALL BEAR SAME CROWN OF ROOT BALL SHALL BEAR SAME DRIVEN INTO SUBSOIL(2 PER TREE) _ 2'X2'XB'HARDWOOD ANCHORS STAKE the following seed mix:33.27%Bullseye turf type tall fescue,33.15%Cochise IV turf type tall TR SLIGHTLY ABOVE) OHED GRADE AS IT BORE TO PREVIOUS GADS. RELATION(OR SLIGHTLY ABOVE)TO FINISHED DRIVEN INTO SUBSOIL(2 PER TREE) ; BEVEL FINISH GRADE OF PLANTING BED TO PLACE ON SUBGRADE PEDESTAL GRADE AS IT BORE TO PREVIOUS GRADE. CROWN OF ROOT BALL SHALL BEAR SAME . fescue and 33.08%LS 1200 turf type tall fescue.Mix shall include no more than 0.50%inert CONTAIN MULCH. PLACE ON SUBGRADE PEDESTAL RELATION(OR SLIGHTLY ABOVE)TO FINISHED CROWN OF ROOT BALL SHALL BEAR SAME GRADE AS IT BORE TO PREVIOUS GRADE. - w matter.Seeding rate shall be 8 lbs.per 1,000 sq.ft. 1 RELATION(OR SLIGHTLY ABOVE)TO FINISHED HARDWOOD BARK MULCH(3'MIN.) PLACE ON SUBGRADE PEDESTAL GRADE AS R BORE TO PREVIOUS GRADE. HARDWOOD BARK MULCH 3'MIN. THROUGHOUT BED .''. HARDWOOD BARK MULCH 3'MIN. '- -`�' 7.All seeding shall be hydro-seeded with the following engineered wood fiber hydromulch as - -- CREATE SOIL SAUCER WITH FIRMLY PACKED PLACE ON SUBGRADE PEDESTAL /.'•',:: .:.:- • --'- TOPSOIL(3')MIN. CREATE SOIL SAUCER WITH FIRMLY PACKED CREATE SOIL SAUCER WITH FIRMLY PACKED CREATE SOIL SAUCER WITH FIRMLY PACKED per manufacturer's specifications.Submit sample&product data for approval prior to PAVING OR CURBING - ,::::;.;.II.:- li..::: ;i,'- :Ir':,. % TOPSOIL 6 MIN. - ,�/ „ _ ( ) ;,,,,,. TOPSOIL(6-)MIN. TOPSOIL 8-MIN. -. FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF -- _ ,, ( ) ordering. _ 1: y ,A. Tia_=._ =--';., --'•'"« ''" T'' '* ... :.: t - - FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF "'= HARDW DBA M g /� //' �; _�' -` :- BURLAP.IF NON-BIODEGRADABLE WRAP IS - 00 RK ULCH 3'MIN. �► 4 Nro-- .._.I;,I 1 --.: �� , HARDWOOD BARK MULCH 3'MIN. ,....... - :'.-rirt-__ ... =--;= USED,REMOVE TOTALLY.REMOVE WIRE .1�lr-i:.:-c t)I _ BURLAP.IF N- I D `=`T`-- AND •.` .:..:-i-..._: .,::_..._ „ ....-rr O BO EGRADABLE WRAP IS ;I._ - - FOLD DOWN OR CUT a:: .!!:::.:::: �.::::::::: ..._. ._ ... REMOVE TOP 1/3 OF t_... ,.,..., .'r. ... t .... t... ...;c.__.::�._III. -. ..:.:....__Ii .I :.......:. ... u:::.- ;. �.".: _ - .. --::: - FOLD GOWN OR AND .::........ .... ..............._. ...., ,..__.......... ,..._ ....... .. .L.1_....-..,..,.,.......:- .-,-.-. ..1.._........ BASKET TI .,: ..... .. ... .::.::::I �.i.i'.-'_i, _ _ UT REMOVE TOP 113 OF ....::::._._.�7i .::.'::'... , ... .............:.:._,.,.. ,...-..... AS E FUSED. .. ._I,I USED,REMOVE TOTALLY.REMOVE WIRE - 8.Alternate bid-unless __.�I .::::.__. .. . ::.....__, ' �..:'-: __ .. ._.. : .�.. _. ':...::..� .'. . ' BURLAP.IF NON-BIODEG u ess otherwise noted all disturbed landscape areas not bean ranted r J RADABLEWRAPIS - �< . . P g p i - L ___ - BURLAP.IF NON-BIODEGRADABLE WRAP IS _..,, -,:::`:.._. r,__., _ -....._-r _............... .... _..._.._,., ....1 - - .1........ :..._».....-. ,......:: L,__. BASKET IF USED. �':::;: / .. .1,., .-_-:_. - .'._..' :::::;}":cc:. USED REMOVE TOTALLY-REM .,. ,... .. :. 1 -_ _»-_.. �_.�. .. .1L __. _ ..........L_.... .._ �:::::�_:: :::... _........ .:... REMOVE WIRE _ ..._ .. _ TOPSOIL L MIX BACKFILL IN 6'LIFTS. ,.. :. .. .:: -- :::-- - n,':::::T- USED,REMOVE TOTALLY.REMOVE WIRE mulched shall - C _ »_ _.. �.:::_:: BASKET IF � �L' .......:..... TOPSOIL MIX BACKFILL IN 6 LIFTS. "- _:;.. ta't.:..::.... ..:....' }.__.......11.1 _-;'I:-.-':::-. ;:`-�, __.:.--„ -::.- --_ USED. - BAS e sodded with a turf type tall fescue blend sod product. -.: � _- ,_ ,___,..�_ _ ._ _ TOPSOIL MIX TO CONSIST OFA WELL BLENDED MIX -r i",-,.--tia� .......,� KET FUSED. ,i /'.� x, �.,..--........__. ......_•...-....,.._. ....... f ,., ,, ---. , TOPSOIL MIX TO CONSIST OF A WELL BLENDED MIX .: ..... W:_ li 2" R ,ri...-.. �. ...._..�....... .!i.,. !.!.__... OF TOPSOIL T01 P I ! .:�::.IL...`-_ - .. .. .. -_ :..I n; EVEAL TO PREVENT MULCH _ -... ART LEAF COMPOST a::.::;.___: .,, .._:.:......>---. ,.... -... ........._ i.... .-, „ ..: _... � �._::. � .: �.' I: .:: ....=a...._,� _ .. .:::.... :: :::.:� �:' TOPSOIL MIX BACKFILL IN 6' ::�-,.,_.. � - TOPSOIL MIX BACKFILL I -.rk . ._... ... ., i �_ .. .-_ ,._.�. _ .: ..._ III: .., .__... ..... .. LIFTS. - - LL N6 LIFTS. .=,: 1.. .......... ..._ ._ ._ .. ._ _._ ._. .. _ OF 2 PARTS TOPSOIL TO ... .:....._,_. ....::..__.7 :i .. '� ... 1 PART LEAF COMPOST 9.Contractor shall submit source sample,and certified se wasHo UNDISTURBEDSUBSOI D r� � �.i....: ...... t -- -• TOPSOIL MIX TO CONSIST T F _...�...__... �---••••'•--°--•••� - Lll.:,. •---•,-+ TOPSOIL MIXT 'V• ."� , p , ed analysis for architect approval OUT AND LAWN INVASION SUBSOIL PEDESTAL ;I ,.I _; I�II .. ..... _.7, __.;;; SS O AWELL BLENDED MIX ....... ....... .: ..:::... :::....::.: .... __..; TO OFAWELL BLENDED MIX INTO PLANTING BED UNDISTURBED SUBSOIL PEDESTAL ` ' "i' - ")1)- Zllj-IL OF 2 PARTS TOPSOIL TO 1 PART LEAF COMPOST I r OF 2 PARTS TOPSOIL TO 1 PART LEAF COMPOST LI :i >3 prior to ordering. DIAMETER OF PLANTING PIT SHALL BE 2.5X 7 �iTi-- I t_ �` ` UNDISTURBED SUBSOIL PEDESTAL •¢; . i!-• ''ti THE DIAMETER OF THE ROOT B DIAMETER OF PLANTING PIT SHALL BE 2.SX -' ALL,MINIMUM. UNDISTURBED SUBSOIL PEDESTAL THE DIAMETER OF THE ROOT BALL,MINIMUM. DIAMETER OF PLANTING PIT SHALL BE 2.5X DIAMETER OF PLANTING PIT SHALL BE 25X -y THE DIAMETER OF THE ROOT BALL,MINIMUM. . UM. THE DIAMETER OF THE ROOT BALL,MINIMUM. -, �•I ,�':41'. •.;4� +M.. PLANTING BED EDGE SHRUB PLANTING MULTI-STEMMED TREE PLANTING DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING ,;, • '"h , �:� NTS NTS K1rJA NTS NTS NTS m' •)', �:'�':.��/1V x= DAVID :F4WLES;SIA i NJ 21AI01611700•DE S5-0007986-NY 042978-01-PA RA-409294 i I GENERAL DEMOLITION NOTES: I I ( 1. ALL DEMOLITION AND SUBSEQUENT RENOVATION WORK REMOVED. FIELD VERIFY ACTUAL CONDITIONS PRIOR TO MUST BE PERFORMED IN ACCORDANCE WITH ALL BID. 25. THE CONTRACTOR SHALL DISCONNECT,REMOVE AND : 1 APPLICABLE LOCAL,STATE,&FEDERAL SAFETY, MAKE SAFE ALL ELECTRICAL WIRING FOR EQUIPMENT TO a r c h i t e c t s ENVIRONMENTAL,HEALTH&BUILDING CODE STANDARDS. 12. WHENEVER LIGHTING IS REMOVED IN RENOVATED BE REMOVED OR MODIFIED WITHIN THIS SPACE BACK TO AREAS,GENERAL CONTRACTOR IS RESPONSIBLE TO THE POINT OF CONNECTION. 5OO Kings Highway South 2. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY PROVIDE SUFFICIENT TEMPORARY LIGHTING FOR ENTIRE Cherry Hill, NJ 08034 I 1 I I TO THE EXTENT INDICATED. USE METHODS REQUIRED TO AREA 26. IF ANY MATERIAL SUSPECTED OF CONTAINING ASBESTOS COMPLETE THE WORK WITHIN LIMITATIONS OF OR OTHER HAZARDOUS MATERIAL ARE ENCOUNTERED, 856.770.1060 I I I I GOVERNING REGULATIONS. 13. PRIOR TO COMMENCING ANY DEMOLITION CONTRACTOR DO NOT DISTURB THE AREA. IMMEDIATELY NOTIFY THE office@kd-arch.com SHALL COORDINATE AND MARK ALL ITEMS WITH THE OWNER. IF HAZARDOUS MATERIALS ARE DISTURBED 1 3. COMPLIANCE WITH GOVERNING AUTHORITIES IS OWNER. DURING DEMOLITION,COMPLY WITH APPLICABLE MANDATORY. REGULATIONS,LAWS AND ORDINANCES CONCERNING 14. PRIOR TO DEMOLITION;CONTRACTORS SHALL HAVE A PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION MEETING TO SCHEDULE DEMOLITION POLLUTION. ANY REMOVAL OF HAZARDOUS MATERIALS I ( I 1 SHORING,BRACING,SCAFFOLDING,DUST BARRIERS, WORKFORCE OF ALL PRIMES.THE OBJECTIVE IS TO WILL BE COORDINATED BY THE OWNER. 1 1 1 1 FORMWORK OR ANY OTHER MEANS&METHODS SCHEDULE THE WORKFORCE TO CREATE A SAFE& STRUCTURES REQUIRED TO SELECTIVELY&SAFELY CLEAN WORK SITE DURING DEMOLITION. 27. CONTRACTOR SHALL VERIFY ALL EXISTING SOURCES OF DEMOLISH THE EXISTING BUILDING&INSTALL THE NEW POWER TO EQUIPMENT PRIOR TO REMOVAL. I SCOPE OF WORK. CONTRACTOR SHALL RETAIN A 15. ALL DEMOLITION ITEMS SHALL BE REMOVED FROM THE ----- --- - PROFESSIONAL ENGINEER TO DESIGN THE ABOVE WORK AREAS DAILY THE PURPOSE IS TO MAINTAIN A 28. THE CONTRACTOR SHALL COORDINATE ALL SHUTDOWN TEMPORARY MEANS,METHODS&STRUCTURES IN CLEAN AND SAFE JOBSITE. PROCEDURES WITH THE OWNER PRIOR TO DISCONNECT I ACCORDANCE WITH NOTE#1 ABOVE. ANY CIRCUITS. I I I I 16. PRIOR TO REMOVING ANY STRUCTURE,WALLS ETC. 1 I I 1 5. CONTRACTOR SHALL PATCH AND REPAIR ALL HOLES IN CONTRACTORS SHALL PROVIDE PROPER BRACING AND 29. THE CONTRACTOR SHALL EXTEND AND/OR REWORK EXISTING FRAMES CAUSED BY REMOVAL OF EXISTING SHORING AS REQUIRED TO CREATE A SAFE WORKING EXISTING WIRING AND/OR CONDUIT AS REQUIRED TO 1 HARDWARE AND OTHERWISE WITH AN APPROPRIATE CONDITION MAINTAIN CONTINUITY OF EXISTING CIRCUITS THAT ARE HARDENING PATCHING COMPOUND,SAND SMOOTH AND TO REMAIN. LEVEL TO ADJACENT SURFACES,AND REPAINT REPAIRED 17. PROVIDE DUMPSTERS&COORDINATE LOCATIONS WITH AREAS WITH PAINT EXACTLY MATCHING THE EXISTING OWNER. PROMPTLY DISPOSE OF DEMOLISHED 30. PATCH ALL HOLES IN EXISTING STRUCTURAL SLAB FROM PAINT. CONTRACTOR SHALL CONTACT THE OWNER FOR MATERIALS INA LEGAL MANNER. DO NOT ALLOW DEMOLITION. SEE STRUCTURAL DRAWINGS FOR ,x 1 NAME OF MANUFACTURER,TYPE AND COLOR OF PAINT DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. ADDITIONAL INFORMATION. I TO USE. SALE OR STORAGE OF REMOVED ITEMS OR MATERIALS 'ON SITE WILL NOT BE PERMITTED. REMOVE& 31. THE CONTRACTOR SHALLTIE ALL FIRE ALARM DEVICES, I 21 6. UNLESS OTHERWISE DIRECTED BY OWNER, TRANSPORT DEBRIS OFF THE OWNER'S PROPERTY IN A LOOSE LOW VOLTAGE,AND ALL OTHER TYPES OF WIRES 1 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT TO STRUCTURE ABOVE OR ADJACENT WALLS AT CEILING D3.0 OF OFF SITE ALL DOORS SHOWN TO BE REPLACED. ALL SURFACES&AREAS. REMOVALS,TYPICAL. - ----- - -- -- -- --- --- ------ ---- -- - -- -- - --� ASSOCIATED HARDWARE TO BEGIVEN TOOWNER. 18 32 SALVAGE . CONTRACTOR TO CONFIRM PERMITTED HOURS OF . REMOVE WALL MOUNTED ACCESSORIES AND i_______________________________________________________ _________________i I I I I 7. ALL EXISTING SURFACES AND EQUIPMENT SHALL BE OPERATION,EQUIPMENT STAGING AND STORAGE AREAS FOR OWNER UNLESS OTHERWISE DIRECTED. I I I 1 DURINGPROTECTED DEMOL T ON OF AD ACENT WALL,EQUIPMENT, PARKING THE NT,OR OTHER OWNER PRIOR R R TO ARRIVAL ON THE PROPERTY. 33. REMOVE ALL UTILITIES INCLUDING PIPING CONDUIT,WIRE, EXISTING STRUCTURAL MATERIAL THE CONTRACTOR SHALL REPAIR/REPLACE DUCTWORK,MECHANICAL AND ELECTRICAL DEVICES IN WITH NEW TO MATCH EXISTING. 19. CONTRACTOR SHALL NOT BLOCK ACCESS OR EGRESS THEIR ENTIRETY. COLUMN SHALL REMAINPATHANDREPAIRWALLSURFACEAND PATHS FOR VEHICLES OR PEDESTRIANS AROUND THE FLOOR SLAB AS REQUIRED FOR NEW FINISHES.CAP OFF 21 13 D2.o 8. ANY WALL AFFECTED BY THE REMOVAL OF ANY EXISTING SITE WITHOUT PREVIOUS PERMISSION OF THE OWNER. ALL UTILITIES AT SLAB.SEE MEP DRAWINGS FOR _.._._- __ __ _ _ _ _.___ __L __ __ EQUIPMENT WHICH IS NOT DESIGNATED TO BE REPLACED ADDITIONAL INFO. 1 15 -L �� WITH NEW EQUIPMENT,SHALL BE PATCHED WITH SIMILAR 20. DO NOT CLOSE,BLOCK,OR OTHERWISE OBSTRUCT EXIT 22I I CONSTRUCTION TO MATCH APPEARANCE OF ADJACENT WAYS WITHOUT WRITTEN PERMISSION FROM OWNER. 34. PATCH AND REPAIR ALL HOLES IN EXIST.ROOFS FROM i CC� FINISH. DEMOLITION OF EXISTING HVAC PIPING,ETC.NEW � . / 21. MAINTAIN FIRE PROTECTION AND SECURITY SERVICE CONSTRUCTION TO MATCH EXIST.CONSTRUCTION. I 9. PRIOR TO COMMENCING ANY DEMOUT[ON,CONTRACTOR DURING SELECTIVE DEMOLITION OPERATIONS. G.C. It -J IS RESPONSIBLE TO SHUT-0FF ALL UTILITIES,AND RESPONSIBLE FOR KEEPING ALL SENSORS FREE OF 35. SAVE EXIST.SIDING AND TRIM FOR POSSIBLE REUSE IN 22 I 10 11 21 I 11 PROVIDE SAFE AND PROPER WORKING CONDITIONS.TAG DUST. IF FIRE DETECTORS NEED TO BE DISCONNECTED, PATCHING NEW OPENINGS. ALL VALVES OR SWITCHING WHICH MUST REMAIN OFF. MAINTAIN A FIRE WATCH DURING THESE PERIODS. 36, SEE ARCHITECTURAL PLANS FOR DIMENSIONS OF NEW 16 1 10. PRIOR TO COMMENCING ANY DEMOLITION,CONTRACTOR 22. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND OPENINGS. I I i 22 I I IS RESPONSIBLE TO PROTECT ANY DAMAGE TO CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST 6 i , THE FINISHES OF THE FLOORS ABOVE AND BELOW OR FUMES TO OCCUPIED PARTS OF BUILDING. 37. CONTRACTOR TO REFER TO AND COORDINATE WITH DURING ALL PROPOSED DEMOLITION&NEW 23. FLASH,PATCHIREPAIR&MAKE LEVEL ALL FLOOR AREAS M.E.P.DEMOLITION DRAWINGS. CONSTRUCTION R -- FOUND TO BE DEFICIENT REMOVE VE 15 !� . - _. . E 0 AL D I PROPERLY RE SURFACES TO RECEIVE NEW 3 COORDINATE WITH - C.4 FINISHES. FIELD VERIFY CONDITIONS.R B CIVIL DEMOLITION DRAWINGS $_ 11. DURING DEMOLITION ANY EQUIPMENT OR HARDWARE FOUND THAT WAS NOT INDICATED AND WILL HINDER THE 24. DO NOT START DEMO WORK UNTIL DISCONNECTIONS OF 39. CONTRACTOR TO REFER TO AND COORDINATE WITH I COMPLETION OF PROPOSED CONSTRUCTION,SHALL BE U1ILITIES HAVE BEEN COMPLETED AND VERIFIED. STRUCTURAL DEMOLITION DRAWINGS. 12 17 129 II f 3 I 1 II 9 DEMOLITION NOTES KEY: I 2 � 4 5 I I I I 1. REMOVE FOUNDATION AND PIER AS REQUIRED FOR NEW WORK-COORDINATE WITH STRUCTURAL L _J - - - - i E / 2 REMOVE EXISTING WALL-COODINATE WITH STRUCTURAL ` r--r----- - 3. REMOVE EXISTING DOOR 1 I I 17 I II I 1 4. REMOVE EXISTING WINDOW I � I { 1 I 1 I I I 11 25 I 5. REMOVE PORTION OF EXISTING EXTERIOR WALL AS INDICATED, COORDINATE WITH PECON IC 9 II STRUCTURAL, PROVIDE TEMPORARY SUPPORT FRAMING AS REQUIRED LANDING ' II I 20 ' � I I II € `,�I 6. REMOVE EXIST COLUMN AND PIER. PROVIDE TEMPORARY FRAMING. SEE STRUC'L �a'� I VESTI B E I 11 23 II 14 24 11 I I 7. NOT USED PUB DINING 8. REMOVE EXISTING BUILT-IN CASEWORK, HOOKS&SHELVES I I I 15 1 1 & PORCH 9. REMOVE EXISTING WAINSCOT AND/OR TRIM AND BASE&MILLWORK THIS AREA 3 i - / 10. REMOVE EXISTING GUTTER AND DOWNSPOUT ADDITION D T I I - IVI� \ I, - LIVING 11. CUT BACK AND REMOVE EXISTING ROOF OVERHANG II \ I Jf I a € 1I \ I 9 11 II f I 12• REMOVE EXISTING SIDING, INSULATION,AND WRB DOWN TO STUD AS INDICATED AND I 11 II i 1500 BRECKNOCK RD ? PREP FOR NEW FINISHES. I F II J 11 1 25 I II I 13. REMOVE EXISTING METAL CANOPY SUPPORT STRUCTURE AND COLUMNS THIS BAY. VILLAGE OF I 3 Ctl 2 11 II GREENPORT, NY 11944 14. REMOVE EXISTING FLOORING WHERE NEW FLOORING IS INDICATED. SEE INTERIOR 111 ii /` DRWG'S FOR ADDITIONAL INFORMATION SUFFOLK COUNTY 23 II � 15. REMOVE EXI TIN COLUMN coVER \, 16. REMOVE PORTION OF EXISTING BEAM. PROVIDE TEMPORARY SUPPORT. SEE 1 \ I I I I II STRUCTURAL FOR FURTHER INFO. 17. REMOVE EXISTING PSL WOR HIP GIRDER. PROVIDE TEMPORARY SUPPORT AS REQ'D. SEE \ I I I 111 IIS STRUCTURAL FOR FURTHER INFO. Issued For: _ 18 11 II 18. VERIFY EXISTING LINTEL. PROVIDE TEMPORARY SUPPORT AS REQ'D FOR NEW SPAN. PRICING SET E SEE STRUCTURAL FOR FURTHER INFO. I \ I II 2 [ 14 19. REMOVE EXIST. PLUMBING &ASSOCIATED ELECTRICAL. SEE MECH'L DRAWINGS FOR 9 ) 9 ADDITIONAL INFO. Date: r 11 1 20. REMOVE PORTION OF BEARING WALLAS REQUIRED FOR NEW LAYOUT. PROVIDE 12-23-2020 I 1 TEMPORARY SUPPORT AND NEW LINTELS. SEE STRUCTURAL ............................. .................... ................. ..._..........._._....._............... .....__...........----- --....__.._........._..._._ _._.......----......_._...-------................_........__..__.....__.........._...................._....I.......�_ __ _� --I - --�- ------- ------- - - � 21. REMOVE EXISTING CONCRETE AS REQUIRED FOR NEW WORK, FROST WALL, PORCH, - DATE RELEASE -- -- -- -- -- - -- - - - - - - - 11 --- - - - - _ /7 11-02-2020 - - - -- -- -- - - ---- o TERRACE DESIGN CONNECTOR WALKWAYS AND FOUNDATIONS PRICING 22 EQUIPMENT MEP COORDINATION - - - 2 I NEW WORK TING CONCRETE PATIO. REFER TO LANDSCAPE PLAN FOR EXTENTS AND 02 REMOVE EXISTING r I MAIL 1 03-04-202125-2022 ISSUED FOR CONSTRUCTION ___j rI I 14 25 23. SAW CUT EXISTING SLAB FOR NEW PLUMBING CONDUIT. REFER TO PLUMBING DWGS. 06-03-2022 PERMIT SET •4 I I 124. REPAIR WALL SURFACE TO LIKE-NEW CONDITION AND PREPARE FOR NEW FINISHES. 8 24 I I ( 1 - - -- 25 REMOVE FINISHED CEILING, VAC GRILLES SALVAGE EXISTING - .. LIGHT FIXTURES, H FIRE AND ALARM DEVICES AS REQUIRED FOR REINSTALLATION. U Lnl - -- --- -- EXISTING CONSTRUCTION TO BE REMOVED 25 4 ; U EXISTING WALL TO REMAIN w - _ PHONE -- =- 19MAILI I 1 S A ALCOVE 2 1425 8 m4 F -- f I J 3 I I I Li 1 Proj. No: 1310.01 .......... 26 'a , Drawn By: / Drawing L E Title: j I �. COATS DEMOLITION FLOOR c� PLAN 14 25 I AREA OF WORK II 2 14 I 3: 7 IF i _.._...._ .._............... ...._.__._. 1 DEMOLITION PLAN - PUB AREAt pAR - ' ,CFS 1/411 1 1 off S KEY PLAN T77 KDA Project North a� D AT lqWL IA \I NJ 21A101611700•DE S5-00 NY 042978-01-PA RA-409294 GENERAL DEMOLITION NOTES: ILA 1. ALL DEMOLITION AND SUBSEQUENT RENOVATION WORK REMOVED. FIELD VERIFY ACTUAL CONDITIONS PRIOR TO MUST BE PERFORMED IN ACCORDANCE WITH ALL BID. 25. THE CONTRACTOR SHALL DISCONNECT,REMOVE AND APPLICABLE LOCAL,STATE,&FEDERAL SAFETY, MAKE SAFE ALL ELECTRICAL WIRING FOR EQUIPMENT TO ENVIRONMENTAL,HEALTH&BUILDING CODE STANDARDS. 12. WHENEVER LIGHTING IS REMOVED IN RENOVATED BE REMOVED OR MODIFIED WITHIN THIS SPACE BACK TO AREAS,GENERAL CONTRACTOR IS RESPONSIBLE TO THE POINT OF CONNECTION. architect S 2. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY PROVIDE SUFFICIENT TEMPORARY LIGHTING FOR ENTIRE TO THE EXTENT INDICATED. USE METHODS REQUIRED TO AREA. 26. IF ANY MATERIAL SUSPECTED OF CONTAINING ASBESTOS COMPLETE THE WORK WITHIN LIMITATIONS OF OR OTHER HAZARDOUS MATERIAL ARE ENCOUNTERED, 500 Kings Highway South GOVERNING REGULATIONS. 13. PRIOR TO COMMENCING ANY DEMOLITION CONTRACTOR DO NOT DISTURB THE AREA. IMMEDIATELY NOTIFY THE Cherry Hill, NJ 08 034 SHALL COORDINATE AND MARK ALL ITEMS WITH THE OWNER. IF HAZARDOUS MATERIALS ARE DISTURBED 856.770.1060 3. COMPLIANCE WITH GOVERNING AUTHORITIES IS OWNER. DURING DEMOLITION,COMPLY WITH APPLICABLE Off ice c k6.7 0.1060 MANDATORY. REGULATIONS,LAWS AND ORDINANCES CONCERNING 14. PRIOR TO DEMOLITION;CONTRACTORS SHALL HAVE A PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION MEETING TO SCHEDULE DEMOLITION POLLUTION. ANY REMOVAL OF HAZARDOUS MATERIALS SHORING,BRACING,SCAFFOLDING,DUST BARRIERS, WORKFORCE OF ALL PRIMES.THE OBJECTIVE IS TO WILL BE COORDINATED BY THE OWNER. FORMWORK OR ANY OTHER MEANS&METHODS SCHEDULE THE WORKFORCE TO CREATE A SAFE& STRUCTURES REQUIRED TO SELECTIVELY&SAFELY CLEAN WORK SITE DURING DEMOLMOIN. 27. CONTRACTOR SHALL VERIFY ALL EXISTING SOURCES OF DEMOLISH THE EXISTING BUILDING&INSTALL THE NEW POWER TO EQUIPMENT PRIOR TO REMOVAL. SCOPE OF WORK. CONTRACTOR SHALL RETAIN A 15. ALL DEMOLITION ITEMS SHALL BE REMOVED FROM THE PROFESSIONAL ENGINEER TO DESIGN THE ABOVE WORK AREAS DAILY THE PURPOSE IS TO MAINTAIN A 28. THE CONTRACTOR SHALL COORDINATE ALL SHUTDOWN TEMPORARY MEANS,METHODS&STRUCTURES IN CLEAN AND SAFE JOBSITE. PROCEDURES WITH THE OWNER PRIOR TO DISCONNECT ACCORDANCE WITH NOTE#1 ABOVE. ANY CIRCUITS. -- - - - - - 16. PRIOR TO REMOVING ANY STRUCTURE,WALLS ETC. 5. CONTRACTOR SHALL PATCH AND REPAIR ALL HOLES IN CONTRACTORS SHALL PROVIDE PROPER BRACING AND 29. THE CONTRACTOR SHALL EXTEND AND/OR REWORK EXISTING FRAMES CAUSED BY REMOVAL OF EXISTING SHORING AS REQUIRED TO CREATE A SAFE WORKING EXISTING WIRING AND/OR CONDUIT AS REQUIRED TO HARDWARE AND OTHERWISE WITH AN APPROPRIATE CONDITION MAINTAIN CONTINUITY OF EXISTING CIRCUITS THAT ARE HARDENING PATCHING COMPOUND,SAND SMOOTH AND TO REMAIN. LEVEL TO ADJACENT SURFACES,AND REPAINT REPAIRED 17. PROVIDE DUMPSTERS&COORDINATE LOCATIONS WITH - AREAS WITH PAINT EXACTLY MATCHING THE EXISTING OWNER. PROMPTLY DISPOSE OF DEMOLISHED 30. PATCH ALL HOLES IN EXISTING STRUCTURAL SLAB FROM PAINT. CONTRACTOR SHALL CONTACT THE OWNER FOR MATERIALS IN A LEGAL MANNER. DO NOT ALLOW DEMOLITION. SEE STRUCTURAL DRAWINGS FOR NAME OF MANUFACTURER,TYPE AND COLOR OF PAINT DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. ADDITIONAL INFORMATION. TO USE. SALE OR STORAGE OF REMOVED ITEMS OR MATERIALS ON SITE WILL NOT BE PERMITTED. REMOVE& 31. THE CONTRACTOR SHALL TIE ALL FIRE ALARM DEVICES, , 6. UNLESS OTHERWISE DIRECTED BY OWNER, TRANSPORT DEBRIS OFF THE OWNER'S PROPERTY IN A LOOSE LOW VOLTAGE,AND ALL OTHER TYPES OF WIRES 000001--100=00 0❑0❑000 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT TO STRUCTURE ABOVE OR ADJACENT WALLS AT CEILING OF OFF SITE ALL DOORS SHOWN TO BE REPLACED. ALL SURFACES&AREAS. REMOVALS,TYPICAL. ASSOCIATED HARDWARE TO BE GIVEN TO OWNER. 18, CONTRACTOR TO CONFIRM PERMITTED HOURS OF 32. REMOVE WALL MOUNTED ACCESSORIES AND SALVAGE C 0 0 0 ❑ ❑ fJ ❑ D D D �I E U7 7. ALL EXISTING SURFACES AND EQUIPMENT SHALL BE OPERATION,EQUIPMENT STAGING AND STORAGE AREAS FOR OWNER UNLESS OTHERWISE DIRECTED. ❑ �� n PROTECTED DURING DEMOLITION. IF DAMAGED DUE TO AND TRUCK PARKING AND ROUTES ON SITE,WITH THE J J a OQ pool l DQ .� po U d DEMOLITION OF ADJACENT WALL,EQUIPMENT,OR OTHER OWNER PRIOR TO ARRIVAL ON THE PROPERTY. 33. REMOVE ALL UTILITIES INCLUDING PIPING CONDUIT,WIRE, MATERIAL THE CONTRACTOR SHALL REPAIR REPLACE DUCTWORK,MECHANICAL AND ELECTRICAL DEVICES IN 1011 � /R C RK, _ WITH NEW TO MATCH EXISTING. 19. CONTRACTOR SHALL NOT BLOCK ACCESS OR EGRESS THEIR ENTIRETY.PATH AND REPAIR WALL SURFACE AND 2 PATHS FOR VEHICLES OR PEDESTRIANS AROUND THE FLOOR SLAB AS REQUIRED FOR NEW FINISHES.CAP OFF DEMO AREA D2.0 8. ANY WALL AFFECTED BY THE REMOVAL OF ANY EXISTING SITE WITHOUT PREVIOUS PERMISSION OF THE OWNER. ALL UTILITIES AT SLAB.SEE MEP DRAWINGS FOR APPROX. 36'-8"V.I.F. EQUIPMENT WHICH IS NOT DESIGNATED TO BE REPLACED ADDITIONAL INFO. WITH NEW EQUIPMENT,SHALL BE PATCHED WITH SIMILAR 20. DO NOT CLOSE,BLOCK,OR OTHERWISE OBSTRUCT EXIT CONSTRUCTION TO MATCH APPEARANCE OF ADJACENT WAYS WITHOUT WRITTEN PERMISSION FROM OWNER. 34. PATCH AND REPAIR ALL HOLES IN EXIST.ROOFS FROM FINISH. DEMOLITION OF EXISTING HVAC PIPING,ETC.NEW OT 21. MAINTAIN FIRE PROTECTION AND SECURITY SERVICE CONSTRUCTION TO MATCH EXIST.CONSTRUCTION. 9. PRIOR TO COMMENCING ANY DEMOLITION,CONTRACTOR DURING SELECTIVE DEMOLITION OPERATIONS. G.C. 1 DEMO ELEVATION IS RESPONSIBLE TO SHUT-OFF ALL UTILITIES,AND RESPONSIBLE FOR KEEPING ALL SENSORS FREE OF 35. SAVE EXIST.SIDING AND TRIM FOR POSSIBLE REUSE IN PROVIDE SAFE AND PROPER WORKING CONDITIONS.TAG DUST. IF FIRE DETECTORS NEED TO BE DISCONNECTED, PATCHING NEW OPENINGS. D2.0 1/16" = 1' - 0" ALL VALVES OR SWITCHING WHICH MUST REMAIN OF. MAINTAIN A FIRE WATCH DURING THESE PERIODS. 36. SEE ARCHITECTURAL PLANS FOR DIMENSIONS OF NEW 10. PRIOR TO COMMENCING ANY DEMOLITION,CONTRACTOR 22. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND OPENINGS. IS RESPONSIBLE TO PROTECT AGAINST ANY DAMAGE TO CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST THE FINISHES OF THE FLOORS ABOVE AND BELOW OR FUMES TO OCCUPIED PARTS OF BUILDING. 37. CONTRACTOR TO REFER TO AND COORDINATE WITH DURING ALL PROPOSED DEMOLITION&NEW 23. FLASH,PATCH/REPAIR&MAKE LEVEL ALL FLOOR AREAS M.E.P.DEMOLITION DRAWINGS. CONSTRUCTION. FOUND TO BE DEFICIENT. REMOVE ALL BUMPS IN FLOOR &PROPERLY PREPARE SURFACES TO RECEIVE NEW 38. CONTRACTOR TO REFER TO AND COORDINATE WITH FINISHES. FIELD VERIFY CONDITIONS. CIVIL DEMOLITION DRAWINGS. 11. DURING DEMOLITION ANY EQUIPMENT OR HARDWARE FOUND THAT WAS NOT INDICATED AND WILL HINDER THE 24. DO NOT START DEMO WORK UNTIL DISCONNECTIONS OF 39. CONTRACTOR TO REFER TO AND COORDINATE WITH COMPLETION OF PROPOSED CONSTRUCTION,SHALL BE UTILITIES HAVE BEEN COMPLETED AND VERIFIED. STRUCTURAL DEMOLITION DRAWINGS. } j D3.0 PECONIC LANDING - - - - - - - DEMOLITION NOTES KEY: 1. REMOVE PORTION OF EXISTING FOUNDATION WALL AS REQUIRED-COORDINATE WITH PUB DINING I I 9 STRUCTURAL 71I & PORCH 17 2. REMOVE INTERIOR PARTITION AS INDICATED 3 4 3. REMOVE EXISTING DOOR ADDITION i 7` 4. REMOVE EXISTING WINDOW 1500 BRECKNOCK RD 5. NOT USED. 6. NOT USED - VILLAGE OF II II I I I I I I r - 7. NOTUSED. GREENPORT, NY 11944 8. REMOVE EXISTING GUTTER AND DOWNSPOUT SUFFOLK COUNTY --:A L III I I I IIIIIIII III (IIII III III 9. CUT BACK A ND REMOVE EXISTING ROOF OVERHANG Q 8 10. REMOVE EXISTING COLUMN ENCLOSURE 11. BRACE STRUCTURE AS REQUIRED FOR NEW SUPPORT. � Issued For: 12. REMOVE EXISTING CEILING, LIGHTS, ETC. COORDINATE WITH MEP&SPRINKLER DRAWINGS. PRICING SET 1(-10 I I I I � � III 13. SALVAGE EXISTING DOOR FOR REUSE AND REINSTALLATION a Date: 12- 23-2020�(8 DATE RELEASE 4 11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING 18 5 8 10 11 ' 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET u 2 DEMO ELEVATION DETAIL - PUB NORTH 1/411 1 1 oto Proj. No: 1310.01 Drawn By: WE Drawing Title: DEMOLITION f AREA OF WORK r ELEVATIONS L y1D F0 KEY PLAN Project North L T 1), 29 1(4SS IA NJ 21A10161170 S5-0 0 6- 978-01-PA RA-009294 -~ E D.5 D. D C. 1 KDA architects EXISTING DORMER BEYOND ~ 500 Kings Highway South ~.,. Cherry Hill, NJ 08034 EXISTING NIC EXISTING NIC 8 office@kd-arch.com_. � o�fice�a kd-arch.com 11 11 ,s 12 . I I 9 I I I I I I II I I \\ I 5 I L - TT T T I I I I I I I II I I I I I I 4 I I i -I I I I I 10 II I I I I I I I 13 I I I 1I � I I II � I I � I � I I . � I I I ► I I II I I I I I 11 I 2 5 I 1 I I I I I PECONIC EXISTING GRADE ;' LANDING I PUB DINING & PORCH 1 DEMO SEC^!f ION ADDITION 1500 BRECKNOCK RD GENERAL DEMOLITION NOTES: VILLAGE OF 1. ALL DEMOLITION AND SUBSEQUENT RENOVATION WORK REMOVED. FIELD VERIFY ACTUAL CONDITIONS PRIOR TO DEMOLITION NOTES KEY: G R E E N P O RT, NY 11944 MUST BE PERFORMED IN ACCORDANCE WITH ALL BID. 25. THE CONTRACTOR SHALL DISCONNECT,REMOVE AND SUFFOLK COUNTY APPLICABLE LOCAL STATE,&FEDERAL SAFETY, MAKE SAFE ALL ELECTRICAL WIRING FOR EQUIPMENT TO 1. REMOVE PORTION OF EXISTING FOUNDATION WALL AS REQUIRED-COORDINATE WITH ENVIRONMENTAL,HEALTH&BUILDING CODE STANDARDS. 12. WHENEVER LIGHTING IS REMOVED IN RENOVATED BE REMOVED OR MODIFIED WITHIN THIS SPACE BACK TO STRUCTURAL AREAS,GENERAL CONTRACTOR IS RESPONSIBLE TO THE POINT OF CONNECTION. 2. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY PROVIDE SUFFICIENT TEMPORARY LIGHTING FOR ENTIRE TO THE EXTENT INDICATED. USE METHODS REQUIRED TO AREA. 26. IF ANY MATERIAL SUSPECTED OF CONTAINING ASBESTOS 2. REMOVE INTERIOR PARTITION AS INDICATED i COMPLETE THE WORK WITHIN LIMITATIONS OF OR OTHER HAZARDOUS MATERIAL ARE ENCOUNTERED, 3. REMOVE EXISTING DOOR GOVERNING REGULATIONS. 13. PRIOR TO COMMENCING ANY DEMOLITION CONTRACTOR DO NOT DISTURB THE AREA. IMMEDIATELY NOTIFY THE Issued For: SHALL COORDINATE AND MARK ALL ITEMS WITH THE OWNER. IF HAZARDOUS MATERIALS ARE DISTURBED 4. REMOVE EXISTING WINDOW PRICING SET 3. COMPLIANCE WITH GOVERNING AUTHORITIES IS OWNER. DURING DEMOLITION,COMPLY WITH APPLICABLE MANDATORY. REGULATIONS,LAWS AND ORDINANCES CONCERNING 5. NOT USED. 14. PRIOR TO DEMOLITION;CONTRACTORS SHALL HAVE A PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL 6. NOT USED Date: 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION MEETING TO SCHEDULE DEMOLITION POLLUTION. ANY REMOVAL OF HAZARDOUS MATERIALS 12-23-2020 SHORING,BRACING,SCAFFOLDING,DUST BARRIERS, WORKFORCE OF ALL PRIMES.THE OBJECTIVE IS TO WILL BE COORDINATED BY THE OWNER. 7. NOT USED. FORMWORK OR ANY OTHER MEANS&METHODS SCHEDULE THE WORKFORCE TO CREATE ASAFE& 8. REMOVE EXISTING GUTTER AND DOWNSPOUT DATE RELEASE STRUCTURES REQUIRED TO SELECTIVELY&SAFELY CLEAN WORK SITE DURING DEMOLITION. 27. CONTRACTOR SHALL VERIFY ALL EXISTING SOURCES OF DEMOLISH THE EXISTING BUILDING&INSTALL THE NEW POWER TO EQUIPMENT PRIOR TO REMOVAL. 9. CUT BACK AND REMOVE EXISTING ROOF OVERHANG 11-02-2020 PRICING SCOPE OF WORK. CONTRACTOR SHALL RETAIN A 15. ALL DEMOLITION ITEMS SHALL BE REMOVED FROM THE 01-12-2021 EQUIPMENT MEP COORDINATION PROFES31ONAL ENGINEER TO DESIGN THE ABOVE WORK AREAS DAILY THE PURPOSE IS TO MAINTAIN 28. THE CONTRACTOR SHALL COORDINATE ALL SHUTDOWN 10. REMOVE EXISTING COLUMN ENCLOSURE 03-04-2021 PRICING TEMPORARY MEANS,METHODS&STRUCTURES IN CLEAN AND SAFE JOBSITE. PROCEDURES WITH THE OWNER PRIOR TO DISCONNECT 02- ISSUED FOR CONSTRUCTION ACCORDANCE WITH NOTE#1 ABOVE. ANY CIRCUITS. 11. BRACE STRUCTURE AS REQUIRED FOR NEW SUPPORT. � 06 0033-2022 2022 PERMIT SET 16. PRIOR TO REMOVING ANY STRUCTURE,WALLS ETC. ; 5. CONTRACTOR SHALL PATCH AND REPAIR ALL HOLES IN CONTRACTORS SHALL PROVIDE PROPER BRACING AND 29. THE CONTRACTOR SHALL EXTEND AND/OR REWORK 12. REMOVE EXISTING CEILING, LIGHTS, ETC. COORDINATE WITH MEP&SPRINKLER EXISTING FRAMES CAUSED BY REMOVAL OF EXISTING SHORING AS REQUIRED TO CREATE A SAFE WORKING EXISTING WIRING AND/OR CONDUIT AS REQUIRED TO DRAWINGS. HARDWARE AND OTHERWISE WITH AN APPROPRIATE CONDITION MAINTAIN CONTINUITY OF EXISTING CIRCUITS THAT ARE 13. SALVAGE EXISTING DOOR FOR REUSE AND REINSTALLATION HARDENING PATCHING COMPOUND,SAND SMOOTH AND TO REMAIN. LEVEL TO ADJACENT SURFACES,AND REPAINT REPAIRED 17. PROVIDE DUMPSTERS&COORDINATE LOCATIONS WITH AREAS WITH PAINT EXACTLY MATCHING THE EXISTING OWNER. PROMPTLY DISPOSE OF DEMOLISHED 30. PATCH ALL HOLES IN EXISTING STRUCTURAL SLAB FROM PAINT. CONTRACTOR SHALL CONTACT THE OWNER FOR MATERIALS INA LEGAL MANNER. DO NOT ALLOW DEMOLITION. SEE STRUCTURAL DRAWINGS FOR NAME OF MANUFACTURER,TYPE AND COLOR OF PAINT DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. ADDITIONAL INFORMATION. TO USE. SALE OR STORAGE OF REMOVED ITEMS OR MATERIALS ON SITE WILL NOT BE PERMITTED. REMOVE& 31. THE CONTRACTOR SHALL TIE ALL FIRE ALARM DEVICES, 6. UNLESS OTHERWISE DIRECTED BY OWNER, TRANSPORT DEBRIS OFF THE OWNER'S PROPERTY IN A LOOSE LOW VOLTAGE,AND ALL OTHER TYPES OF WIRES CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT TO STRUCTURE ABOVE OR ADJACENT WALLS AT CEILING OF OFF SITE ALL DOORS SHOWN TO BE REPLACED. ALL SURFACES&AREAS. REMOVALS,TYPICAL ASSOCIATED HARDWARE TO BE GIVEN TO OWNER. 18. CONTRACTOR TO CONFIRM PERMITTED HOURS OF 32. REMOVE WALL MOUNTED ACCESSORIES AND SALVAGE 7. ALL EXISTING SURFACES AND EQUIPMENT SHALL BE OPERATION,EQUIPMENT STAGING AND STORAGE AREAS FOR OWNER UNLESS OTHERWISE DIRECTED. PROTECTED DURING DEMOLITION. IF DAMAGED DUE TO AND TRUCK PARKING AND ROUTES ON SITE,WITH THE DEMOLITION OF ADJACENT WALL,EQUIPMENT,OR OTHER OWNER PRIOR TO ARRIVAL ON THE PROPERTY. 33. REMOVE ALL UTILITIES INCLUDING PIPING CONDUIT,WIRE, MATERIAL THE CONTRACTOR SHALL REPAIR/REPLACE DUCTWORK,MECHANICAL AND ELECTRICAL DEVICES IN WITH NEW TO MATCH EXISTING. 19. CONTRACTOR SHALL NOT BLOCK ACCESS OR EGRESS THEIR ENTIRETY.PATH AND REPAIR WALL SURFACE AND PATHS FOR VEHICLES OR PEDESTRIANS AROUND THE FLOOR SLAB AS REQUIRED FOR NEW FINISHES.CAP OFF 8. ANY WALL AFFECTED BY THE REMOVAL OF ANY EXISTING SITE WITHOUT PREVIOUS PERMISSION OF THE OWNER. ALL UTILITIES AT SLAB.SEE MEP DRAWINGS FOR EQUIPMENT WHICH IS NOT DESIGNATED TO BE REPLACED ADDITIONAL INFO. Proj. No: 1310.01 WITH NEW EQUIPMENT,SHALL BE PATCHED WITH SIMILAR 20. DO NOT CLOSE,BLOCK,OR OTHERWISE OBSTRUCT EXIT CONSTRUCTION TO MATCH APPEARANCE OF ADJACENT WAYS WITHOUT WRITTEN PERMISSION FROM OWNER. 34. PATCH AND REPAIR ALL HOLES IN EXIST.ROOFS FROM Drawn By: WE FINISH. DEMOLITION OF EXISTING HVAC PIPING,ETC.NEW Drawing Title: 21. MAINTAIN FIRE PROTECTION AND SECURITY SERVICE CONSTRUCTION TO MATCH EXIST.CONSTRUCTION. 9. PRIOR TO COMMENCING ANY DEMOLITION,CONTRACTOR DURING SELECTIVE DEMOLITION OPERATIONS. G.C. IS RESPONSIBLE TO SHUT-OFF ALL UTILITIES,AND RESPONSIBLE FOR KEEPING ALL SENSORS FREE OF 35. SAVE EXIST.SIDING AND TRIM FOR POSSIBLE REUSE IN DEMOLITION PROVIDE SAFE AND PROPER WORKING CONDITIONS.TAG DUST. IF FIRE DETECTORS NEED TO BE DISCONNECTED, PATCHING NEW OPENINGS. ALL VALVES OR SWITCHING WHICH MUST REMAIN OFF. MAINTAIN A FIRE WATCH DURING THESE PERIODS. SECTIONS 36. SEE ARCHITECTURAL PLANS FOR DIMENSIONS OF NEW 10. PRIOR TO COMMENCING ANY DEMOLITION,CONTRACTOR 22. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND OPENINGS. IS RESPONSIBLE TO PROTECT AGAINST ANY DAMAGE TO CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST THE FIN13HES OF THE FLOORS ABOVE AND BELOW OR FUMES TO OCCUPIED PARTS OF BUILDING. 37. CONTRACTOR TO REFER TO AND COORDINATE WITH DURING ALL PROPOSED DEMOLITION&NEW 23. FLASH,PATCH/REPAIR&MAKE LEVEL ALL FLOOR AREAS M.E.P.DEMOLITION DRAWINGS. 1/D3.0 CONSTRUCTION. FOUND TO BE DEFICIENT. REMOVE ALL BUMPS IN FLOOR &PROPERLY PREPARE SURFACES TO RECEIVE NEW 38. CONTRACTOR TO REFER TO AND COORDINATE WITH FINISHES. FIELD VERIFY CONDITIONS. CML DEMOLITION DRAWINGS. 11. DURING DEMOLITION ANY EQUIPMENT OR HARDWARE FOUND THAT WAS NOT INDICATED AND WILL HINDER THE 24. DO NOT START DEMO WORK UNTIL DISCONNECTIONS OF 39. CONTRACTOR TO REFER TO AND COORDINATE WITH COMPLETION OF PROPOSED CONSTRUCTION,SHALL BE UTILITIES HAVE BEEN COMPLETED AND VERIFIED. STRUCTURAL DEMOLITION DRAWINGS. e 'u3( 0 EKED A%, • r N9 �� ?9713.4'` � � QF NEW DAVID . A NJ 21A101611700-DE S5-0007986-NY 042978-01 PA RA-409294 a rIll h iteIll ts - I i GOVERNING CODES 500 Kings Highway South r Cherry Hill, NJ 08034 2020 Building Code of NY State-Adopts IBC 2018 with amendment 650.770.1 aha office(@ kd-arch.com 2020 Existing Building Code of NY state-Al the IEBC with amendment li AREA USED FOR PLUMBING FIXTURE OCCUPANCY CALCULATION 2020 Plumbing Code of NY State-2015 with tech. amendments NATIONAL ELECTRICAL CODE -2017 , 2020 Mechanical Code of NY State-Adopts the IMC with amendment r I ! 2020 Fuel Gas Code of NY State-Adopts the IFGC 2018 with amendlment SKILLED eCOMMUNITY CENTER COMMUNITY CENTER APT 2020 Energy Conservation Code of NY State-IECC 2018 CARE BUILDING 2010 ADA Standards (REFERENCED STANDARD ICC/ANSI A117.1 ) I 2020 Fire Code of NY State-Adopts the IFC 2018 with amendments It ' NFPA 10 (Fire Extinguishers), NFPA 72 (Smoke Detectors) \ LANDSCAPE CODE REVIEW-COMMUNITY CENTER 1 ( f i TERRACE EXISTING REQUIRED ACTUAL UL DESIGN CODE NEW FIRE WALL ASSEMBLY NYCCR(1998) (SCOPE OF WORK) REFERENCE USE AND OCCUPANCY C5.2-ASSEMBLY A2 CONSTRUCTION TYPE 5B(FRAME) 303.3 (2)HOUR RATED (TYPICAL U.N.O.) ✓;^;,,,� -... VB T601 FIRE PROTECTION SYSTEMS 903.3.1.3 B CLIMATE ZONE 4A I EXISTING FIRE WALL ASSEMBLY ADz ; _ - -- -- -_-- -- ----t, _ ' AREAOFINORKSIZE 2,374 SF ADDITION I I I I I PORCH ��--- - --- -- ��-- _� 2 182 SFALTERATION,..-Level 2 � 1 l_� { I ; C ( ) ( ) - }} TED (TYPICAL U.N. I PEoCH 4,556 SF TOTAL 1 II ----------------- n H --._--_-_________._, I1.T-----_-------„--__�'--- -.- --.----- - Exlsrmc � SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY H + =� H A-2 SPRINKLERS REQUIRED WHEN AREA>6000SF. 903.2.1.2 A2 H -.-------"------ s `I I t III _, r ' I I iI „t 1 - - - - C t---------'----- i-t---EXISTI - i 1 I ✓� i • I I I 11 I !+� r l l I f o 'I I I DINING I I I EXISTING I I II r < ' f_. a I I I I I 1 1 ! E I I r LIVING ROOM 4. -- --- - -- I Eoz __-'-------___-_� i GENERAL BUILDING HEIGHTS AND AREAS HEIGHT IN FEET 60 FEET BAR NO CHANGE STORIES 2 1 __.__, ._. ___ _,____________ i II t BUILDING AREA PER STORY MAX 18,000 SF 13,731 SF ! I _- - - - - � 5_�.t I I � i �-'------------- I I I I I' I � NEW FIRE BARRIER ASSEMBLY BUILDWGAREA TOTAL MAX 36 rerwn-' awv ,w "* -•I•„"°'" wea - � I I I I ' I � ( I��'' I �'� o ,000 SF 13,731 SF �f E1E (1)HOUP, RATED EXISTING j • ' _.,...._.______ __,._____. J - ` FIRE-RESISTANT RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) L I ! __-- - I Eas I \ ! s f 11 I ! I \�:., - H H CORRIDOR \= I - i t i FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS I ( - - - - - = Q _ -______0 I / PRIMARY STRUCTURAL FRAME 0 0 0 Table 601 L j l L ► BEARING W 0 0 t - ", ALLS 0 EXISTING j _ 9 I Table 601 MENS }� COATASSEMBLY' i I EXTERIOR PA I] I EXISTING FIRE BARRIER i 6, ill is \ (1)HOU AL U.N.O.) I INTERIOR a..� ' I F{ II, E-06-1 PANTRY R RATED (TYPIC I i INT e I M ,I A� s I t 1 NONBEARING WALLS&PARTITIONS 0 0 0 ALcovE� _ `XO1�6 EXTERIOR Table 601 I., /' ;___. ' ... „ _ \ WALKERS/ l; f `l'\■ I ---' f - -- 1j f t I X<5FT --- ' - ,.! k ' .,-` r, 1 t, g - -, •; COOTERS / I c - -I -- I CC,° > .. - r• F l 'i �: Am ' i I 5:5 << <<a -,:,�I -_- -"' !:z 1XISL ----------._-_ I' osx 3a FE - INTERIOR 1 - ., I I'\ °,,., I- • - r \v' EXIST.ELEC� i�, FLOOR - - - GI 1 CONSTRUCTION 0 Table 601 t �; ,I II � � i a a R F CONSTRUCTION 4�,.,..,,e..�,r re`,.. ,. ro•r•w r, •a ', ..o L,,. ./ 1 \ 0 0 0 Table 601 CORRIDOR'r.o.,> I COATS CORRIDOR I �� - �i;i �...,� - I .,.`` F ',I� ` EXISTING � �r' � I \,. 111111 • -� i ®• 't�,l,l ,"t„r, ,r.. ,r....,rl,:.,r,.,� I�,`„�',,,�,; I �rp mac,�! _ 1j � FIRE AND SMOKE PROTECTION FEATURES HOURS f.��. Eos .. Aoo Elo �..,r ( 2 HR 2 HR 2 HR U906&U425 T706.4 • I I SIRE WALLS Cif ",a,r.®,a...s,, ,,. ,a.•w w •.o w•,. .-�,r.�,,.-�..�.r> ,. 1 ! RE BARRIERS ARRIERS Corridors:314 hour Exit access shaft: 1 1 HR U305 707,T509 ✓ - i ENCLOSURES FOR EXIT ACCESS our , 1 I - _- --- -----._• , , tS' vex CYY RCi 1F.: M`2 R.. MSR rn'I' tG- _ � �sf -- - ______----I ■■ �y f' STAIRWAYS Shafts:314 hour h -� • i + -� ,..". f j • SHAFT ENCLOSURES Storage>100SF: 1 N ; r �" INCIDENTAL USES hour FURNACE RM,EQUIP. OVER 400,000 BTU/HR I .JI tt Ir INPUT LAUNDRY ROOMS- - _ } - OMS OVER 100 SF ^�H,! _ � �' � ^ � _ ` ' I' r `, I I - WASTE AND LINEN COLLECTIONS ROOMS STORAGE ROOMS GREATER THAN 100 SF I _. FIRE PARTITIONS 0-SPRINKLER 0 0 NIA - T1020.1 GENERAL REQUIRED CORRIDORS WHEN AREAS 6000SF l SMOKE BARRIERS N/A WA NIA PE�jONIC HORIZONTAL ASSEMBLY N/A NIA Wq - ( ELEVATOR MACHINE ROOM N/A Ni NIA OPENING PROTECTIVES LANDING _S SEE CODE T716.5 RATED PARTITIONS LEGEND INTERIOR FINISHES INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY Class Flame Spread Inde r' I p x Smoke developed NY IBC 2020 Chap BUILDING CODE OF NEW YORK 2018 I I ! Index 8(per NY IEC ' ' 702.1 PUB DINING WALL TYPE NOTATIONS ; INT.EXIT STAIRWAYS,INT.EXIT RAMPS AND EXIT PASSAGEWAYS B 26-75 0-450 r-_ - 2 HR FIRE WALL (EXISTING & NEW) t CORRIDORS&ENCLOSURE FOR EXIT ACCESS STAIRWAYS&RAMPS B 26-75 0-450 PORCH I ROOMS AND ENCLOSED SPACES C 76-200 0-450 - 2 HR RATED FIRE BARRIER WALL(EXISTING) I 1 HR RATED FIRE BARRIER WALL EXISTING & NE FIRE PROTECTION FEATURES ADDITION ( �M l 1 FIRE EXTINGUISHERS SEE SHEET CA2 j FIRE HAZARD CLASSIFICATION LIGHT HAZARD LIGHT HAZARD l MAX TRAVEL DISTANCE TO EXTINGUISHER 75 FT. 75 FT.MAX �_ _ - i_ ____________._, 1500 BRECKNOCK RD I � I, -- - VILLAGE OF H .I . Hp MEANS OF EGRESS GREENPORT, NY 11944 IRSTMAX.COMMON PATH OF TRAVEL(FT) WA N/A SUFFOLK COUNTY FLOOR HEALTH AND COMMUNITY CENTER - CODE ANA LYSIS " ! - - - MIN.NO.OF REQ.EXITS PER FLOOR 2<5aa,3>500 1000 5 T1006.3.2 1 j EXIT&EXIT ACCESS CONFIGURATION 1/3 MAX OF SEE CAA 1007.1.1 EX-2 CA.1 1116" = 1' - 0" DIAGONAL MEASUREMENT OF AREA SERVED MAX.EXIT ACCESS TRAVEL DIST.(FT) 250 FT SEE CA.1 T1017.2 MAX.LENGTH DEAD END CORRIDOR(FT) 20 FT SEE CA.1 1020.4 Issued For MEANS OF EGRESS SIZING PRICING SET ELEMENT MIN.ALLOWED CODE REFERENCE EGRESS WITH PER TOTAL ALLOWABLE CODE HATCHED AREAS INDICATE CLR.WIDTH OCCUPANT OCCUPANTS PER REFERENCE SCOPE OF WORK INCLUDING (SPRINKLERED) COMPONENT Date: SCOPE OF WORK LEGEND LANDSCAPE TERRACE 12-23-2020 BUILDING CODE OF NEW YORK 2018 , STAIRS WA WA WA WA CORRIDORS 44" T1020.2 DATE RELEASE ' TYPE OF WORK NOTATIONS DOOR(SINGLE) 1 DOOR(PAIR) 11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION ALTERATION, LEVEL 1 603 SF ACCESSIBILITY 03-04-2021 PRICING SEE SHEET A0,5 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET - ALTERATION, LEVEL 2 1,579 SF --- ,% PLUMBING FIXTURES 08-03-2022 PERMIT REVIEW COMMENTS i m f,f Per EBC-NY 2020 Section 809.1 where the occupant load of the story is increased by more -_� than 20 percent,plumbing fixtures for the story shall be provided in quantities specified in rXXXI ADDITION 2,374 SF - - O _- - i ! the Plumbing Code of New York State based on the increased occupand load. ' Calculated within Fire Area;Exist Occ Count 3510 ---'.___--- ____.__.--._-- '- - _------__---._-__. Added Occ Count 44 Q � I RC � , - OUTDOOR AMENENITIES 1,394 SF A ; I` �_' Proposed Change 13%<20°r�° 0 I EXISTING 1 PORCH --------------------- -------------- H -__-__ 1 Eo3 INTERIOR ENVIRONMENT Afl - , l ENERGY DATA SII Type Required Provided Roof: Attic/other R-38 R-38 I Walls,above Grade: Wood framed R-13+R-3.8 I R-21 high density EXISTING--- DINING ROOM !,I Wall,below Grade: R7.5 cf0 R-7.5 c.i. E04 - _-- _ IS G WA WA IN OR M Floors I I Slab-on-grade Floors:(R-Value&Depth) Slab,unheated R-10 for 24"below R-10 for 24"below I I I Opaque Doors: N/A INIA Fenestration U-Factor Max.: Fixed 0.38 0.29 Picture Andersen 400 O ; I A01 Operable 0.45 0.28 Casement Andersen 400 I-- . .___c __ ! i___ ____..__ ___ _-_._ _._! I j I Entrance Doors 0.77 0.31 Outswing Patio Andersen A Series Prol No: 1310.01 0.29 Transom Andersen A Series Drawn B Fenestration SHGC Max.: 0.2<_PF<0.5 0.58 0.34 Picture Andersen 400 y 1 �+ 0.29 Casement Andersen 400 � Drawing Title: W - EXISTING I 0.24 Outswin Patio Andersen A Series CORRIDOR 0.38 Transom Andersen A Series J E05 Note:Shading indicates existing building information based on architectural plans dated 6/11/01"Construction Issue'by Barton&Associates,L.P. --- - --- -- - --- ---- - FIRST FLOOR EXISTING COMMUNITY CENTER MENS rh CO Eos P �E111 -------- -- - - _-_- CODE ANALYSIS r � I 05 ASSAG N i, A04 I PAN I / ,' \ i EXISTING <' i LOUNGE �� ;ALCOVE \ E01 - KER ERS ,I I E08 LISTING it WOMENS ` iI E07 I, � IIII, � EXIST.ELEC. I - E08 II " I COATS CORRIDOR OR EXISTING EXISTING CORRIDOR \ + I 2 FIRST FLOOR COMMUNITY CENTER - AREA OF WORK CA.1 3/32" = 1' - 0" DAVID S.FOWLES,AIA NJ 21A101611700 DE S5-0007986•NY 042978-01 PA RA-409294 N {! 1 x 1 : architects 500 Kings Highway South Cherry Hill, NJ 08034 EGRESS DRAWING LEGEND 856.770.1060 BUILDING CODE OF NEW YORK 2018 office@kd-arch.com EGRESS NOTATIONS xxx — EGRESS LOAD OF ROOM/SPACE n f" n n r"I — — MAXIMUM EXIT ACCESS TRAVEL DISTANCE - LENGTH OF TRAVEL D0EXIT ELEMENT IDENTIFICATION r-�1 -^ � � r°-A r— MAXIMUM DIAGONAL LENGTH OF BUILDING 1oR TOTAL EGRESS LOADEXIT I x0 ALLOWABLE EGRESS CAPACITY ' r"" "M " 0 REMOTE SEPARATION OF EXITS TERRACE <a>— ACTUAL MAX. TRAVEL DISTANCE 24o ALLOWABLE TRAVEL DISTANCE a••>...�> >., > DIRECTION OF EGRESS EXIT DISCHARGE F.E. (e) FIRE EXTINGUISHER (TYPE) - MATCH MFR i H.E. = HORIZONTAL EXIT AND STYLE OF EXISTING. (e) EXISTING I 2A PROVIDE EXTINGUISHER TYPE ° (e) EXIT SIGNAGE, NEW U.N.O. c ❑ ❑ ❑ (e) EXISTING - -- � ' / \ V EGRESS AND OCCUPANCY REVIEW PORCH EXISTING FIRE AREA SF 13,527 SF A02 j I EXISTING ADDITION SF 958 SF 647 SF I ��, PORCH FIRE AREA TOTAL SF 14,485 SF ❑ OE03 44 DOOR DOOR I 65 106 EXISTING � > > r � 213 I TOTAL BUILDING CAPACITY(PER CALCULATED AREA) 394ry l H 213 LIBRARY A I MIN. NUMBER OF REQUIRED EXITS PER STORY 2 tlln 250 PATIO NUMBER OF EXITS PROVIDED(INCLUDING HORIZONTAL)V � �� e 1,632 SF A r NUMBER OF HORIZONTAL EXITS -moo _� ❑ ❑i O i_ t 17 I DOOR DOOR ; (NO MORE THAN 1/2 OF REQUIRED MIN. EXITS) 3 I A 0 l's �" '.' 213 213 I MAIN ENTRY SERVE NOT LESS THAN 50%OF THE ❑ A r } OCCUPANT LOAD(394/2 197 x .15 30 INCHES REQ D) 30 IN J ��' PROVIDED EGRESS CAPACITY AT MAIN ENTRY 80 IN VO(e) MIN. CAPACITY OF TOTAL EGRESS COMPONENTS -V_ .._ , V r^ n 9-1 n n^ 4• REQ'D (394 x 0.15) IN INCHES 60 IN EXISTING . j ( F.E. (2 BAR BAR DINING �� I n__ STORAGE I Aa1 �' --- II 0 Gj ( V A = Al-14E I - ,� �?� MAX. DIAG. LENGTH OF AREA SERVED - 215 i 70 SF 554 SF a `�� EXISTING �_ 1 MIN. SEPARATION DIST. OF REQUIRED EXITS I' LIVING ROOM •"" "• V I 1/3 OF MAX. DIAGONAL LENGTH OF BUILDING WITH A > > > O _nAUTOMATIC SPRINKLER SYSTEM n j - - - 572 SF I I - I I ' ' V 39 I ��� / I V _n- I MIN. EXIT SEPARATION DIST. PROVIDED 81' - {� I V (J/� i ROOMS WITH OCCUPANCY GREATER THAN 49 SHALL DO 41 I / ! i HAVE 2 EXITS FROM SPACE AND EXIT DOORS SHALL 560 nF.E. e SWING IN THE DIRECTION OF TRAVEL \' HE 1 Q O ❑ S' t ! `V i . n --- - _._ . _-- EXISTING ® .n _____. ..a I ' i EXISTING !' E'er.v�� j .... < S I BALLROOM e1 ���� , PLATFORM PANTRY I At-14 n / - - - I� 7 F �.. 184 S , 280 SF I I - -- --- — _ i I - -- coATs 160 SF A �} 1 A05 A 1 124 56 1 ` PASSAGE A O A04 :E. (2A) V -1 I t , P E C O N I C I e -- 1 L L< > �^ LANDING WALKERS/ I EXISTING I V u I SCOOTERS I LOUNGE n c- r' r^a r� r^ rsr^ r�+ e�* n r9 r�^ n e-s e� e^s n r-� r-, ! I EXISTING " 14 i 1 F < < <. <" e < < < < j COOP l r�, - f _ ___ __ _.I Ilf . ' Aa7 - Eo1 � - <. -< < 860 SF �,� -I v II PUB DINING - Al 11 ��. �f I "�1 I I 58 I= r I V A 1 o Q O I i & PORCH - I J I I EXISTING �`� _ / \ COATS �, �, I `, ADDITION A06 ' P EXISTING EXISTING nr - (e) - EXISTING I \,EXISTING -- - --- - rHAIRS � --- ---. � :.'_ - r _-M-._____•� �y - �+., 1 `� i C I � CommAOM 6 At-14A .�.� �'I 1 ROA F 15C. � :.�;At-15A >..a..��.<-- TOILET I 0 ry 150 BRECKNOCK RD t:, ` - I DOOR �. V I ' �+ -- -- - - -- - - - — - - - - -- - - EXISTING 0CORRIDOR ��? - -- - -_, - -- - - _ rl V , - _ VILLAGE OF I �� - �— GREENPORT, NY 11944 20 rC:� E10 � � � C � - . 306 1 ( j F.E. (e) v \ V ` V 13 H.E. D O DOOR SUFFOLK COUNTY _ r�/ s EXISTING 2so ' RECEPTION I j s n e�-� r^� r^� r^s e^^± �^^� r� ems r� r+ r� e^a r�^ �+ r* n r-�s t�- n r� n r*� n r- n c*� r" 1" e^! m n era r" n r^ r- 266 80 ry Al-02 n .++�"" ' /HE - Ar 1 , 144 SF ( - - --- - - - -- - --- - --- V i 1 EXISTING Ai - ( EXISTING EXISTING EXISTING 1 AUX. OFFICE ! , �J s Issued For: I Qr PRICING SET C CONF COPY STORAGE �, , / \ PORCH �V Al-11 A ^ + C ���'Q { p ` ,.. .,. ... .. ... Al-a8 Al-09 0 106 SF SG JC n 191 SF 133 SF I j 4 ' �' 2 1 c O A� . r^ 1 BOARD RM Date: -- EXISTING --- — _ I r� , ,r, - EXISTING 12-23-2020 A F O EXISTING V, .� e.�' ' C At-13A e � OFFICE I �..Y H �� ( DATE RELEASE 1 SECRETARY 274 SF V ' v nG Al 12 H s - - - - Al-03 A ' ! v FIXING `' _ /,. _ _�._ ___ .. �H3 181 SF 2 11-02-2020 PRICING - �" 114 SF . ++ PASSAGE r n n e�ras ri ;Z-H E.� ri�rq ri r-> O 01-12-2021 EQUIPMENT MEP COORDINATION 1; 1 + + r^ At-13 A n r O 03-04-2021 PRICING EXISTING A � 0 02-25-2022 ISSUED FOR CONSTRUCTION - C" ry ,t'"` � +� � I 06-03-2022 PERMIT SET VESTIBULE _ - f �— I 08-03-2022 PERMIT REVIEW COMMENTS ' CV EXISTING A - - - - - - - -- �> At-01 i ��' ' ADMIN SEC. ACCOUNT i ISTING EXISTING EXISTING � � Al-06 At-07 MARKETING D D D O100 DOOR Al-04 170 SF 311 SF 110 SF 158 130 SF O O i I 250 493 I i o ' 1 _ --ENTRY I BUILDING OF 'A' USE WITH MORE EI THAN 300 OCCUPANTS SHALL HAVE A MAIN ENTRANCES SERVING NOT LESS THAN 50% OF THE TOTAL OCCUPANT LOAD. NY IEC 805.3.3. Proj. No: 1310.01 Drawn By: I OVERALL OCCUPANCY OF FIRE AREA 'BUILDING' IS 315 / 2 = 158. Drawing Title: 0 FIRST FLOOR ` I COMMUNITY CENTER EGRESS PLAN f 1 i I -- H -\,'i- - ---- -- H12 :f 1 FIRST FLOOR COMMUNITY CENTER - EGRESS PLAN DAVID S.FOWLES,AIA NJ 21A101611700 DESS-0007986-NY 04297"1•PARA-409294 AW DIVISION 01 - GENERAL REQUIREMENTS Maintenance Data: Submit manufacturer's care and maintenance data, including care, repair and INSTALLATION Doors: See drawings for locations and additional requirements. Colors: To match Architet's control sample.. r SECI7ION 01 25 00 cleaning instructions. Include in Project closeout documents. Manufacturer instructions: DOOR AND PANEL CORES PART 3 EXECUTION SUBSTITUTION PROCEDURES PART 2 PRODUCTS Comply with manufacturer's product catalog installation instructions and product technical { Pbulletin instructions. ART 1 GENERAL MANUFACTURER DOOR FACINGS END OF SECTION END OF SECTION DOOR CONSTRUCTION DIVISION 10 - SPECIALTIES a r c h i t e c t s PART 2 PRODUCTS -NOT USED Manufacturer: 3form, LLC., Salt Lake City, Utah, USA/telephone 801-649-2500 Fabricate doors in accordance with door quality standard specified. SECTION 10 26 00 SECTION 06 73 00 PART 3 EXECUTION MATERIALSCOMPOSITE DECKING Factory machine doors for hardware other than surface-mounted hardware, in accordance with WALL AND DOOR PROTECTION 500 Kings Highway South GENERAL REQUIREMENTS Varia EcoresinTm Sheet PART 1 GENERAL hardware requirements and dimensions. PART 1 GENERAL Cherry Hill, NJ 08034 A Substitution Request for products, assemblies, materials,and equipment constitutes a Engineered co-polyester resin produced in the USA SUBMITTALS Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in PART 2 PRODUCTS 856.770.1060 representation that the submitter: Sheet Size: Maximum 4'x 10' accordance with specified quality standard. PRODUCT TYPES ;_ office@kd-arch.com Has investigated proposed product and determined that it meets or exceeds the quality level of Thickness: Minimum 1/16" Samples: Not less than 24"long showing raige of variation to be expected in appearance of the specified product, equipment, assembly, or system. Basis of Design Product: The design of Plastic Fabrications is based on Varia Ecoresin rm as decking, including surface texture. FINISHES -WOOD VENEER DOORS Protective Wall Covering: Limit each request to a single proposed substitution item. provided by 3form, LLC. PART 2 PRODUCTS END OF SECTION Refer to drawings and Material Finish Specifications. RESOLUTION Interlayer Materials: Compatible with polyesters and bonding process to create a monolithic sheet of PLASTIC COMPOSITE DECKING SECTION 08 14 23 Protective Wail Panels: material when complete. CLAD WOOD DOORS Refer to drawings and Material Finish Specifications. ACCEPTANCE PART 3 EXECUTION Plastic Composite Decking: Plastic composite decking boards with radiused corners consisting of solid plastic-cellulose composite units; for exterior applications where ICC (IBC) permits combustible PART 2 PRODUCTS PART 3 EXECUTION Accepted substitutions change the work of the Project. Theywill be documented and incorporated INSTALLATION construction; complying with ASTM D7032. COMPONENTS END OF SECTION into work of the project by Change Order, Construction Change Directive,Architectural TimberTech AZEK: 'Vintage' Line Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract. General: Comply with manufacturer's written instructions for the installation of Plastic Fabrications. g Clad Wood Doors: Basis of design: Andersen Coastal A-Series Aluminum Clad Wood Doors . SECTION 10 31 00 Deck Board Size: 1 inch (25 mm) by 5-1/2 inches (140 mm). MANUFACTURED FIREPLACES END OF SECTION Utilize fasteners, adhesives and bonding agents recommended by manufacturer for type of Fascia Board Size: 1 inch (25 mm) by 7-1/4 inches (184 mm). Exterior Clad Wood Doors: Water-repellent and preservative-treated lumber in accordance with - -- — ----WDMA I.S. 4. PART 2 PRODUCTS SECI7ION 01 60 00 installation indicated. Material that is chipped,warped, hazed or discolored as aresult of installation Finish: Manufacturer's standard wood-like grain pattern. PRODUCT'REQUIREMENTS or fabrication methods will be rejected. Color: Dark Hickory. Thickness: 1-314 inches (44 mm), unless otherwise indicated. FIRE TABLES Install components plumb, level and rigid, scribed to adjacent finishes, in accordance with approved Exterior Door Cladding: Aluminum sheet as indicated. Manufacturer: Cooke Furniture PART 1 GENERAL Accessories: Exterior Frame Cladding: Extruded aluminum as indicated. shop drawings and product data. Manufacturer's standard concealed fasteners and anchorage devices. Model: Grand View PART 2 PRODUCTS Transom and Sidelight Panels: Same construction and finish as door; same quality levels as door. We recommend that installation is completed by a 3form Certified Installer. Contact 3form for more END OF SECTION Fuel: Natural Gas EXISTING PRODUCTS information or to get a quote. Weatherstripping: Flexible foam with butt joint corners at perimeter of frame. Operation: Remote switch SECTION 06 80 00 Door Stops: Size: 42"x 70" � Do not use materials and equipment removed from existing premises unless specifically required or CLEANING AND PROTECTION ps: Clear preservative treated wood, finished to match frame. COMPOSITE FABRICATIONS Height: 30"Dining permitted by Contract Documents. Protect surfaces from damage until date of substantial completion. Repair work or replace damaged Door Hardware: Manufacturer's standard. PART 1 GENERAL Table Top Material/Color: Grantie Tier 1 / NEW PRODUCTS work,which cannot be repaired to Architect's satisfaction. DOOR INTERIOR WOOD FACINGS Metal Enclosure Finish: Powder Coat/ Provide new products unless specifically required or permitted by Contract Documents. END OF SECTION PART 2 PRODUCTS ire j PRODUCT OPTIONS COMPOSITE FABRICATIONS Wood Finish: Factory applied primer and opaque finish. Sumer S zeF12"x1ass 24" SECTION 0610 00 Products Specified by Reference Standards or by Description Only: Use any product meeting those Glass-Fiber-Reinforced Polymer FRP Composites: END OF SECTION ROUGH CARPENTRY Y (FRP) P Accessories: Flat Cover, Glass Guard standards or description. PART 1 GENERAL FRP structural composite shapes manufactured by pultrusion process; composed of fiberglass SECTION 08 14 33 COMPONENTS reinforcement and resin, in qualities and quantities as required to meet specified performance STILE AND RAIL WOOD DOORS Products Specified by Naming One or More Manufacturers: Use a product of one of the PART 2 PRODUCTS requirements. PART 2 PRODUCTS END OF SECTION manufacturers named and meeting specifications, no options or substitutions allowed. GENERAL REQUIREMENTS HANDRAILSDOORS SECTION 10 44 00 Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: FIRE PROTECTION SPECIALTIES Submit a request for substitution for any manufacturer not named. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. Performance Requirements: DOOR AND PANEL FACINGS If no species is specified, provide species graded by the agency specified; if no grading agency Provide complete assemblies composed of guardrail systems, handrails, brackets, PART 2 PRODUCTS PART 3 EXECUTION is specified, provide lumber graded by grading agency meeting the specified requirements. attachments, and anchorage devices capable of resisting specified performance criteria Adhesive: Type I-Waterproof. FIRE EXTINGUISHERS END OF SECTION Grading Agency: Grading agency whose rules are approved by the Board of Review, indicated below and transferring loads through assembly components to structure without DOOR CONSTRUCTION Fire Extinguishers-Generail: Comply with product requirements of NFPA 10 and applicable codes, American Lumber Standard Committee at www.alsc.org, and who provides grading service for damage to components. SECTION 01 78 00 END OF SECTION ' CLOSEOUT SUBMITTALS the species and grade specified; provide lumber stamped with grade mark unless otherwise ____________________ _ _________._..____________________________________________________—____—_______ whichever is more stringent:. indicated. 29 CFR 1920.29 (OSHA)CRITERIA - SECTION 08 53 13 FIRE EXTINGUISHER CABINETS PART 1 GENERAL _________ _M�_________ VINYL WINDOWS DIMENSION LUMBER FOR CONCEALED APPLICATIONS - - - - - - Fire Rated CabinetConstruction: One-hour fire rated. PART 2 PRODUCTS -NOT USEDPART 2 PRODUCTS Sizes: Nominal sizes as indicated on drawings, [ �. Components: Cabinet Configuration: Recessed type. PART 3 EXECUTION Handrails: FRP composite tubes; see drawings for configurations and mounting heights. DESCRIPTION Moisture Content: ( ]. END OF SECTION Manufacturer: TimberTech Limited, 894 Prairie Avenue,Wilmington, Ohio 45177 Vinyl Windows: Facto fabricated frame and sash members of extruded, hollow, ultra-violet- ASSEMBLY OF OPERATION AND MAINTE=NANCE MANUALS Stud Framing2 b 2 through 2 b 6 50 b 50 mm through 50 b 150 mm Y Factory DIVISION 12- FURNISHINGS ( Y 9 Y ( Y Y ) ) Classic Composite Series resistant, polyvinyl chloride (PVC)with integral color;with factory-installed glazing, hardware, related ., Assemble operation and maintenance data into durable manuals for Owner's personnel use,with Grade: No. 2. Rail style: Premier Railing, Matte White, 36" height flashings, anchorage and attachment devices. SECTION 12 36 00 data arranged in the same sequence as, and identified by, the specification sections. Joist, Rafter, and Small Beam Framing2 b 6 through 4 b 16 50 b 150 mm through 100 b 400 Rail infill: Cable Rail Basis of Design: Andersen Coastal Windows 400 Series Vinyl COUNTERTOPS ( Y 9 Y ( Y 9 Y 9 Y , Where systems involve more than one specification section, provide separate tabbed divider for mm) ): Post sleeves: 5.5"x 5.5" Configuration: As indicated on drawings. PART 1 GENERAL each system. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: Accessoires: Island Cap 5.5"x 5.5", Accent lights in white (oval) Color: White. PART 2 PRODUCTS Binders: Commercial quality, 8-1/2 by 11 inch (216 by 280 mm)three D side ring binders with Lumber: S4S, No. 2 or Standard Grade. PART 3 EXECUTION END OF SECTION durable plastic covers; 2 inch (50 mm)maximum ring size. When multiple binders are used, Boards: Standard or No. 3. COUNTERTOPS correlate data into related consistentgroupings. EXAMINATION DIVISION 09 - FINISHES Natural Quartz and Resin Composite Countertops: Sheet or slab of natural quartz and plastic resin STRUCTURAL COMPOSITE LUMBER Install according to manufacturer's instructions SECTION 09 21 16 Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE over continuous substrate. INSTRUCTIONS; identify title of Project; identify subject matter of contents. Structural Composite Lumber: Factory fabricated beams, headers, and columns, of sizes and types END OF SECTION GYPSUM BOARD ASSEMBLIES Thickness: Refer to drawings and Material Finish Specifications. indicated on drawings; structural capacity as published by manufacturer. PART 2 PRODUCTS Natural Quartz and Resin Composite Sheets, Slabs and Castings: Complying with ISFA 3-01 WARRANTIES AND BONDS Columns: Use parallel strand lumber with manufacturer's published modulus of elasticity, E: DIVISION 07 - THERMAL AND MOISTURE PROTECTION and NEMA LD 3; orthophthalic polyester resin, mineral filler, and pigments; homogenous, non- Obtain warranties and bonds, executed in duplicate b responsible Subcontractors suppliers, and 1,800,000 psi 12,410 MPa , minimum. SECTION 07 21 00 BOARD MATERIALS P Y P � PP p ( ) porous and capable of being worked and repaired using standard stone fabrication tools; no manufacturers,within 10 days after completion of the applicable item of work. Except for items put Beams: Use parallel strand lumber with manufacturer's published modulus of elasticity, E: THERMAL INSULATION GYPSUM WALLBOARD ACCESSORIES surface coating; color and pattern consistent throughout thickness. into use with Owner's permission, leave(late of beginning of time of warranty until Date of 1,800,000 psi (12,410 MPa), minimum. PART 2 PRODUCTS END OF SECTION Natural Quartz and Resin Composite Wall Panels: Sheet or slab of natural quartz and plastic resin Substantial completion is determined. CONSTRUCTION PANELS END OF SECTION FOAM BOARD INSULATION MATERIALS SECTION 09 30 00 over continuous substrate. � Roof Sheathing: PS 2 type, rated Structural I Sheathing. TILING Thickness: Refer to drawings and Material Finish Specifications. YP g' Expanded Polystyrene(EPS) Board Insulation: Complies with ASTM C578. g Slabs and Castings: Complyingwith ISFA 3-01 SECTION 01 79 00 Wall Sheathing: Plywood, PS 1, Grade C-D, Exposure I. Board Thickness: 2 inch (51 mm). PART 1 GENERAL Natural Quartz and Resin Composite Sheets, g DEMONSTRATION AND TRAINING and NEMA LD 3; orthopthalic polyester resin, mineral filler, and pigments; homogenous, non- _ PART 1 GENERAL FACTORY WOOD TREATMENT BATT INSULATION MATERIALS PART 2 PRODUCTS porous and capable of being worked and repaired using standard stone fabrication tools; no PART 2 PRODUCTS -NOT USED Treated Lumber and Plywood: Comply with requirements of AWPA U1 -Use Category System for Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used, at TILE surface coating; color and pattern consistent throughout thickness. wood treatments determined by use categories, expected service conditions, and specific Contractor's option. PART 3 EXECUTION PART 3 EXECUTION applications. Porcelain Tile: As indicated in drawings and Material Finish Specifications. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665;friction TRIM AND ACCESSORIES END OF SECTION DEMONSTRATION -GENERAL PART 3 EXECUTION fit. Demonstrations conducted during system start-up do not qualify as demonstrations for the purposes FRAMING INSTALLATION Thermal Resistance: R-value (RSI-value)of[As indicated in drawings] (f]). Trim and thresholds l of this section, unless approved in advance by Owner. Mineral Fiber Batt Insulation: Flexible or semi-rigid reformed batt or blanket, complyingwith ASTM Refer to drawings and Material Finish Specificaitons. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower 9 P 1 Demonstrations conducted during Functional Testing need not be repeated unless Owner personnel required strength or result in unacceptable appearance of exposed members. C665; friction fit; unfaced flame spread index of 0 (zero)when tested in accordance with ASTM E84. SETTING MATERIALS P E C O N I C training is specified. Install structural members full length without splices unless otherwise specifically detailed. Thermal Resistance: R-value (RSI-value)of(As indicated in drawings] ([_�). GROUTS LANDING END OF SECTION Enclosure for Recessed Ceiling Fixtures: Mineral fiber insulation box enclosure with foil facing on PART 3 EXECUTION END OF SECTION exterior side for placement over recessed ceiling light fixture; flame spread index of 25 (twenty five) DIVISION 02 - EXISTING CONDITIONS SECTION 06 20 00 and smoke development index of 0 (zero)when tested in accordance with ASTM E84. END OF SECTION SECTION 02 41 00 FINISH CARPENTRY END OF SECTION SECTION 09 51 00 DEMOLITION PART 1 GENERAL ACOUSTICAL CEILINGS PART 1 GENERAL SECTION 07 25 00 PART 1 GENERAL PUB DINING PART 2 PRODUCTS PART 2 PRODUCTS WEATHER BARRIERS PART 2 PRODUCTS � & PORCH FINISH CARPENTRY ITEMS PART 1 GENERAL MATERIALS ACOUSTICAL UNITS _ ADDITION LUMBER MATERIALS PART 2 PRODUCTS Fill Material: As specified on Civil Drawings. Paint grade Poplar or Maple. WATER-RESISTIVE BARRIER MATERIALS Acoustical Ceiling Tiles, Grids, Suspension Systems&Accessories Refer to drawings and Material j PART 3 EXECUTION Finish Specifications. PVC trim. Water-Resistive Barrier, Composite: Tear-resistant polyester sheet with UV-resistant acrylic coating. PART 3 EXECUTION GENERAL PROCEDURES AND PROJECT CONDITIONS PART 3 EXECUTION Air Permeance: 0.18 cfm/sq ft (0.9 U(s sq m)), maximum, when tested in accordance with 1500 BRECKNOCK RD Comply with applicable codes and regulations for demolition operations and safety of adjacent END OF SECTION ASTM E2178. END OF SECTION VILLAGE OF structures and the public. Water Vapor Permeance: 200 perms(11,400 ng/(Pa s sq m)), minimum, when tested in SECTION 09 65 00 Minimize production of dust due to demolition operations; do not use water if that will result in ice, SECTION 06 41 00 accordance with ASTM EE96/1196M using Procedure A-Desiccant Method, at 73.4 degrees F RESILIENT FLOORING GREENPORT, NY 11944 flooding, sedimentation of public waterways or storm sewers,or other pollution. ARCHITECTURAL WOOD CASEWORK (23 degrees C). PART 1 GENERAL SUFFOLK COUNTY END OF SECTION PART 1 GENERAL ACCESSORIES PART 2 PRODUCTS PART 2 PRODUCTS Sealants, Tapes, and Accessories Used for Sealing Water-Resistive Barrier and Adjacent DIVISION 03 - CONCRETE Substrates: As indicated or complying with water-resistive barrier manufacturer's installation SHEET FLOORING SECTION 03 0516 CABINETS instructions. PVC Flooring UNDERSLAB VAPOR BARRIER-STEGO Quality Standard: Custom Grade, in accordance with AWI/AWMACNVI (AWS)or AWMAC/WI PART 3 EXECUTION Refer to drawings and Material Finish Specificaitons. PART 1 GENERAL (NAAWS), unless noted otherwise. RESILIENT BASE PART 2 PRODUCTS Wood Veneer Faced Cabinet: END SECTION Resilient Base Issued For: COUNTERTOPS SECTION 07 31 13 PRICING SET MATERIALS ASPHALT SHINGLES Refer to drawings and Material Finish Specifications Underslab Vapor Barrier: Countertops: See Section 12 36 00. PART 1 GENERAL PART 3 EXECUTION PART 3 EXECUTION Date: Water Vapor Permeance: Not more:than 0.010 perms (0.6 ng/(s m2 Pa)), maximum. PART 2 PRODUCTS END OF SECTION 12-23-2020 Thickness: 15 mils (0.4 mm). END OF SECTION SECTION 09 6816 ASPHALT SHINGLES ty PART 3 EXECUTION SECTION 06 65 00 SHEET CARPETING DATE RELEASE END OF SECTION PLASTIC SIMULATED WOOD TRIM Asphalt Shingles: Asphalt-coated glass felt, mineral granule surfaced, complying with ASTM PART 1 GENERAL D3462/D3462M. 11-02-2020 PRICING PART 1 GENERAL EQUIPMENT MEP COORDINATION DIVISION 04- MASONRY Fire Resistance: Class A, complying with ASTM E108. PART 2 PRODUCTS 01-12-2021 03- -2021 PRICING SECTION 04 43 16 SECTION INCLUDES Style: Match existing. CARPET 02-25-2022 ISSUED FOR CONSTRUCTION STONE FABRICATIONS Cellular PVC trim boards for: Color: Match existing. END OF SECTION 06-03-2022 PERMIT SET PART 2 PRODUCTS Fascia METAL FLASHINGS SECTION 09 72 00 Rake boards FABRICATED ITEMS Metal Flashings: Provide sheet metal eave edge, gable edge, and other flashing indicated. WALL COVERINGS Skirt boards Pier Caps: Slate. Door trim PART 3 EXECUTION PART 1 GENERAL Size, Shape, and Configuration: As indicated on drawings. Window trim and sill END OF SECTION PART 2 PRODUCTS STONE RELATED SECTIONS SECTION 07 46 46 WALL COVERINGS Slate: [ 1 variety; complyingwiith ASTM C629/C629M Classification I -Exterior. Section 06 20 00—Finish Carpentry FIBER-CEMENT SIDING Y P ry General Requirements: Color: As selected by Architect.. Section 06 40 00—Architectural Woodwork PART 2 PRODUCTS Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, maximum, Surface Finish: Natural Cleft; as described in ASTM C119 and ASTM C1528/C1528M. FIBER-CEMENT SIDING when tested in accordance with ASTM E84. END OF SECTION SUBMITTALS General: Submit under provisions of Section 01 30 00—Administrative Requirements. Lap Siding: Individual horizontal boards made of cement and cellulose fiber formed under high Wall Covering-Type [�] Refer to drawings and Material Finish Specifications DIVISION 05- METALS pressure with integral surface texture, complying with ASTM C1186,Type A, Grade II; with PART 3 EXECUTION Product Data: Manufacture's data sheets on each product to be used, including: machined edges,for nail attachment. SECTION 05 40 00 END OF SECTION COLD-FORMED METAL FRAMING Preparation instructions and recommendations. Style: Match existing. Storage and handling requirements and recommendations. Texture: Match existing. SECTION 09 8414 PART 1 GENERAL Installation instructions and methods. Width (Height): [Match existing] inches ([I mm). ACOUSTIC STRETCHED-FABRIC WALL AND CEILING SYSTEMS PART 2 PRODUCTS DELIVERY, STORAGE AND HANDLING Finish: Match existing. PART 1 GENERAL FRAMING SYSTEM Trim materials should be stored on a flat and level surface on a full shipping pallet. Handle materials PART 3 EXECUTION PART 2 PRODUCTS Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips, fittings, to prevent damage to product edges and corners. INSTALLATION -GENERAL ACOUSTIC STRETCHED-FABRIC SYSTEM reinforcement, and fastenings as required to provide a complete framing system. Store materials under a protective covering to prevent jobsite dirt and residue from collecting on the Install in accordance with manufacturer's instructions and recommendations. Acoustic Stretched-Fabric System: Field installed,fabric is stretched and set into framework and FRAMING MATERIALS boards. Read warranty and comply with terms necessary to maintain warranty coverage. laid over acoustic material anchored to substrate. Framework consists of continuous perimeter and Studs and Track: ASTM C955; studs formed to channel, C-or Sigma-shaped with punched web; U- WARRANTY Over Wood and Wood-Composite Sheathing: Fasted siding through sheathing into studs. intermediate mounting frames anchored to substrate, and designed to permit removal and shaped track in matching nominal width and compatible height. g g replacement of fabric within framed areas without affecting adjacent areas. Proj. No: 1310.01 P 9 P 9 Provide manufacturer's Limited Lifetime warranty against defects in manufacturing that cause the Do not install siding less than 6 from round surface, or closer than 1 to roofs, patios, porches, and WALL SHEATHING products to rot, corrode, delaminate,or excessively swell from moisture. other surfaces where water may collect. Surface Burning Characteristics: Flame Spread Index of 25, maximum; Smoke Developed Drawn By: Index of 450, maximum;when whole system is tested in accordance with ASTM E84 using y Plywood; PS 1, Grade C-D Exposure I. PART If PRODUCTS END OF SECTION mounting specified in ASTM E2573 for stretched systems.Yw P 9 P Y Drawing Title: Gypsum Board Wall Sheathing: See Section 09 21 16. MANUFACTURES DIVISION 03 - OPENINGS Noise Reduction Coefficient(NRC): 0.80, minimum,when tested in accordance with ASTM END OF SECTION Acceptable products:AZEKO Trimboards manufactured by The AZEKO Company,which is located SECTION 08 12 13 C423, Type A mounting per ASTM E795. at: 888 N Keyser Ave Scranton, PA 18508 HOLLOW METAL FRAMES Seams in fabric are not permitted; adjust frame layouts to accommodate width of fabric; obtain 1 DIVISION 06- WOOD, PLASTICS, AND COMPOSITES written approval of frame layouts from Architect. SECTION 06 06 60 Requests for substitutions will be considered in accordance with provisions of Section 01 60 00— PART 2 PRODUCTS MATERIALS SPECIFICATIONS PLASTIC FABRICATIONS Product Requirements PERFORMANCE REQUIREMENTS MATERIALS Frame: Refer to drawings and Material Finish Specifications. PART 1 GENERAL Door Frame Type: Provide hollow metal door frames with [rawings for locations of each type of frame. ]. Acoustic Material: _ RELATED DOCUMENTS PVC: Free foam cellular PVC material with a small cell microstructure and density of.55 gramslcm3. See dfRefer to drawings Material Finish Specifications. SIMULATED WOOD TRIM g p Steel Sheet: Comply with one or more of tl-e following requirements; galvannealed steel complying Drawings and general provisions of the Contract, including General and Supplementary Conditions PART 3 EXECUTION PVC Trimboard:AZEK®Trimboard with Sealed Edge,Traditional (smooth)finish. with ASTM A653/A653M, cold-rolled steel complying with ASTM A1008/A1008M, or hot-rolled and other Division 1 Specification sections, apply to this Section. Size:4/4x2, 4/4x3 pickled and oiled (HRPO)steel complying with ASTM Al0111A1011 M, commercial steel (CS)Type END OF SECTION SUMMARY Size 5/44, 5/4x5, 514x6, 5/410, 5/412 B,for each. SECTION 09 91 23 This Section includes the Plastic Fabrication as shown and specified in the described system(s): Sheet Board:AZEKO Traditional (Smooth)finish. For use as sheet materials or to create columns Zinc Coating for Units Subject to Corrosive Conditions: Components zinc-coated (galvanized) INTERIOR PAINTING _ Decorative Partitions and gingerbread millwork. and/or zinc-iron alloy-coated (galvannealed) by the hot-dip process in accordance with ASTM PART 2 PRODUCTS A00401 SUBMITTALS Size: 3/8"Thickness A653/A653M,with manufacturer's standard coating thickness, unless noted otherwise. PAINTS AND FINISHES -GENERAL General: Submit the following in accordance with conditions of contact and Division 1 specification Thickness: 3/8 inch FINISHES section 0133 00"Submittal Procedures". PVC Cornerboard:AZEKO Corners: Folded, 90-degree, one-piece assembly produced with a PART 3 EXECUTION Traditional (smooth)appearance. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturers standard. END OF SECTION Product Data: Submit manufacturer's product data; include product description,fabrication Size: 5/moot ACCESSORIES information, and compliance with specified performance requirements. SECTION 09 93 00 One-Piece Skirt Board:Traditional (smooth)finish Silencers: Resilient rubber,fitted into drilled hole; provide three on strike side of single door,three STAINING AND TRANSPARENT FINISHING Shop Drawings: Include plans, elevations, sections, panel dimensions, details, and attachments to on center mullion of pairs, and two on head of pairs without center mullions. AED other work. 1. Size: 514x6 PART 1 GENERAL C Mouldings:AZEKO Mouldings, Traditional (smooth)finish, designed to complement exterior trim. Samples for Initial Selection: QuEND OF SECTION PART 2 PRODUCTS 4,,G P��O FD{�,� Quarter Round AZM-105 SECTION 08 1416 cP Submit minimum 2-inch by 2-inch samples. Indicate full color, texture and pattern variation. STAINS AND TRANSPARENT FINISHES-GENERAL a Scotia AZM-93 FLUSH WOOD DOORS Samples for Verification: Solid Crown AZM-7951 Sheens: Provide the sheens specified;where sheen is not specified, sheen will be selected later by PART 2 PRODUCTS r Submit minimum 4-inch by 4-inch sample for each type,texture, pattern and color of solid PART III EXECUTION Architect from the manufacturer's full line. N� y plastic fabrication. DOORS AND PANELS a � LDAA 11T00NJ 21A1016D RA 409294 ANSI ANSI851. *PENDING TOILET SPECIFICATION BLOCKING AT GRAB BARS: '1 608.2.2 608.4.2 PROVIDE 14 GA. SHEET METAL 608.3.2 FOLDING SHOWER SEAT. 60" MIN. STRAPPINGS @METAL STUDS. VERTICAL GRAB BARS TO BE 610.3.1 & 2 INSTALL AT ACCESSIBLE UNITS * INSTALLED IN PUBLIC TOILETS 60" MIN. ONLY. PROVIDE BLOCKING AT CONTROLS AND HANDSHOWER NOTE 3* 42" 15 CLR. VERTICAL GRAB BARS TO BE LOCATION IN STANDARD INSTALLED IN PUBLIC TOILETS 54" MIN. ONLY. 6" MAX. TYPE 'A' UNITS WHEN SEAT IS 27" MAX. ROLL—IN—TYPE SHOWERS. ONLY. 39"-41" arch i t e c t s NOT INSTALLED. 16" MIN. 36" MIN. 500 Kings Highway South BACK WALL GRAB BAR CLEARANCE / 2" MIN. 24" MIN. . 9 Y o , , Cherry Hill, NJ 08034 Q ro /; - NOTE 3 GRAB BAR CLEARANCE °° 856.770.1060 office@kd-arch.com kd-arch.com " MAX. BLOCKING AT GRAB BARS: Ld Ljj AREA OF TISSUE DI / yy ...,✓ :r r `f �/ / 'f `'/ ' PROVIDE 14 GA. SHEET METAL CD Q j f 71 / STRAPPINGS @ METAL STUDS. DISPENSER m / r�/ / r m0 a0 � O r7 W � - "'o o, ID a, i' �* INSTALL FLUSH VALVE ON in i Q z OPEN SIDE z � _ a., � � J U _ O 00 OO (� V NJ FOLDING SHOWER SEAT. INSTALL AT ACCESSIBLE UNITS REQUIRED CLEAR FLOOR ONLY. PROVIDE BLOCKING AT 24" MIN. SPACE, TYP. TYPE 'A' UNITS WHEN SEAT IS 42" MAX. NOT INSTALLED. STANDARD STANDARD STANDARD STANDARD ACCESSIBLE OROLL—IN—TYPE SHOWER PLAN ROLL—I�—T�.�E SHOWER ELEVATION STANDARD ACCESSIBLE TOILET PLANOACCESSIBLE TOILET SIDE ELEVATION TOILET PLAN FRONT ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" N� *INSULATE HOT & COLD WATER *REFER TO LAVATORY PROFILE PIPING AND DRAINS. SEE DWGS FOR KNEE & TOE CLEARANCES. AND SPECS FOR ADDITIONAL 60" MIN. INFORMATION. 154" 154" t - _ ALTERNATE FLIP—UP GRAB MIRROR 1-77 z BARS PER SECTION 2-4.2.2.9.2 OF 2014 FGI RESIDENTIAL GUIDELINES a,Q 00 28" MIN. Nj CLEAR FLOOR SPACE* z INTEGRAL TOILET PAPER DISPENSER AT GRAB BAR (1 o LAVATORY* ALTERNATE FLIP—UP GRAB SIDE ONLY O 00 aO BARS PER SECTION 30" L 30" L 2-4.2.2.9.2 OF 2014 FGI ti �;2 CD g" RESIDENTIAL GUIDELINES CD ME z MIN. z X _mi � -- - Q � X N N � _.. ° SkIN I. 30" �, o Q' 30° 11" 6" MIN. MA . TRANSFER—TYPE TRANSFER—TYPE 0_CLEARANCE AT LAVATORY CLEARANCE AT URINAL TRANSFER—TYPE TOILET PLAN TOILET PLAN SIDE ELEVATION TOILET PLAN FRONT ELEVATION 0_SCALE: SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 01 32" MIN. _.... . 00 z z *~\ CD co M co z o `-~ z z PECONIC -cc 00z LANDING 00 42" MIN. (a) Hinged Door 18" MIN. 2" MIN.*, 36" MIN. 22" MIN. 24" MIN. 24" MIN. _ _ _ Sk PUB DINING 32" MIN. ` & PORCH --- (c)/(d) Hinge Approach, Pull Side (f) Latch Approach, Pull Side � — (a) Front Approach, Pull Side ' ADDITION —"� * 54" min. if closer is provided ' .I (b) Sliding Door 32" MIN. 1500 BRECKNOCK RD VILLAGE OF GREENPORT, NY 11944 (c) Folding Door (b) Front Approach, Push Slde (b) Front Approach, Push Slde (g) Latch Approach, Push Side :: SUFFOLK COUNTY CLEARANCE AT DOOR SWINGS * Where both closer and latch are provided * If both closer and latch are provided * 48" min. if closer is provided k ** 48" min. if both closer and latch are provided SCALE: 1/2" = 1'-0" Issued For: PRICING SET CERAMIC TILE Date: 12-23-2020 BLOCKING AT GRAB BARS: COLLAPSIBLE WATER RETAINER PROVIDE 14 GA. SHEET METAL DATE RELEASE STRAPPINGS @METAL STUDS. 2-2020 PRICING PRE—FAB SHOWER 01-12-2021EQUIPMENT MEP COORDINATION GRAB BAR CLEARANCE \, 03-04-2021 PRICING \ 1" INTEGRAL LEVEL SUPPORT 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET o o � e N �— ~�LLJ 1 t 00 M 12" 2" O� a0 N I - � CONCRETE SLAB OR TOPPING °Oi a I) X~ a I - M J POLYURETHANE SEALANT O W z N � - ME L� � C THIN SET MORTAR %J \k Z SOAP DISP. PAPER TOWEL FEM. NAPKIN DRYER PAPER TOWEL SEAT COVER, FEM. NAPKIN, GRAB BAR MIRROR MIRROR LIGHT SWITCH NURSE CALL ROBE HOOK SANITARY WASTE SHOWER NICHE DISP. TOILET PAPER DISP. RECEPTACLE i ACCESSORY MOUNTING GUIDELINES ��L��PSIBLESHOWER THRESHOLD SCALE: 1/2" = 1'-0" Proj. No: 1310.01 NOTES: Drawn By: 1. PRIOR TO PROVIDING CAVITY, REFER TO SPECS AND VERIFY CABINET ORDERED; IF Drawing Title: DIMENSIONS DIFFER PROVIDE OPENING CEILING ANSI DETAILS AS REQUIRED BY MANUFACTURER. 2. ALL CABINETS SHALL BE INSTALLED PER THE REQUIREMENTS OF LOCAL FIRE REFER TO SPECS FOR SIGN MARSHALL'S RECOMMENDATIONS ACTIVATION SCHEDULE AND ADDITIONAL SENSOR g" INFORMATION WALL ASSEMBLY L2 KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A _ FLUSH MOUNTED FIRE RATE OF 1" FOR EVERY 6" IN SPOUT o REF, GE EXTINGUISHER CABINET WITH HEIGHT, BETWEEN 9" AND 27" ALL RELATED HARDWARE. ABOVE THE FLOOR 00 REFER TO SPECS FOR MORE �- INFORMATION. J 0 o SPOUT o m o N UJ U �CK CABINET DOOR HANDLE N LLI8 LLJ LUMIN. z Q z -- — -- GENERAL NOTES zZ �J� n 30" � cn W W ALL FOUR SIDES OF CABINET 30" _ z `r 1. THESE ACCESSIBILITY STANDARDS ARE INCLUDED IN THE DRAWING SET FOR REFERENCE SHALL BE PROPOERLY SEALED — 0 6 ONLY AND MAY NOT APPLY TO THESE SPECIFIC PROJECT CONDITIONS. UNLESS NOTED WITH SEALANT COORDINATED OTHERWISE, USE DIMENSIONS AND CONDITIONS SPECIFICALLY INDICATED WITHIN OTHER 5 �,p FO� f U20% K r A SHEETS OF THIS DRAWING SET. IF DATA IS NOT INDICATED SPECIFICALLY. THE CONTRACTOR MAY REFER TO THESE DETAILS AFTER BRINGING THIS TO THE ATTENTION OF THE ARCHITECT t '� FLOOR MIN. MA . PRIOR TO PERFORMING WORK. ,IK FIRE EXTINGUISHER CABINET 2. ALL DIMENSIONS ON THIS SHEET ARE TO FINISHED WALL AND FLOOR SURFACES. � ti - • DRINKING FOUNTAIN CLEARANCES BOTTLE FILLER CLEARANCES ACCESSIBLE SIGN MOUNTING 3. REFER TO FLOOR PLANS & INTERIOR ELEVATIONS FOR TOILET OFFSETS. SCALE: 1/2" 1 —0 SCALE: 1/2' = 1 —0 SCALE: 1/2" = 1 —0 SCALE: 1/2 1 0 NJ 21A101611700• 5-000 NY 8-01 PA RA-409294 n 10r TYPICAL PARTITION NOTES: 61/8"@12 6314"@2.2 4118"@1.1 4314"@2.1 UA 1. INSULATION TRUSS CLIP @ 48"O.C. TRUSS CLIP @ 48"O.C. architects A. PROVIDE MINERAL WOOL BATTS OR GLASS FIBER INSULATION AT RATED PARTITIONS B. INSTALL FULL DEPTH OF CAVITY 0 0 0 0 0 500 Kings Highway South 2. INSTALL FIRE RATED SEALANT AT ALL EDGES OF WALLBOARD AT FIRE RATED AND SMOKE 7KCherry Hill, NJ 08034 BARRIER WALLS. TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD 856.770.1060 UNDERSIDE OF RATED CEILING-ROOF ASSEMBLY UNDERSIDE OF RATED ROOF ASSEMBLY office@kd-arch.com 3. INSTALL SMOKE AND SOUND SEALANT AT ALL EDGES OF WALL BOARD AT SMOKE PARTITIONS. ACOUSTIC SEALANT AT TYPE 1.1a AND TYPE 1.2a ACOUSTIC SEALANT BOTH SIDES AT TYPE 2.1a AND TYPE 2.2a.PROVIDE SMOKE SEALANT HEAD HEAD AT SMOKE PARTITIONS. 4. INSTALL ACOUSTICAL SEALANT AT ALL EDGES;OF WALL BOARD ALL UNRATED PARTITIONS. SINGLE 2X PA TOP PLATE SINGLE 2X WD TOP PLATE 5. STC-RATED PARTITIONS. SEAL CONSTRUCTION AT PERIMETERS,BEHIND CONTROL AND EXPANSION JOINTS, WHERE IT ABUTS OTHER WORK,AT JOINTS OF EACH PENETRATION ASSEMBLY AND AT OPENINGS WITH ACOUSTICAL SEALANT. INSTALL ACOUSTICAL SEALANT HATCH INDICATES AT BOTH FACES OF PARTITIONS AT PERIMETERS AND THROUGH PENETRATIONS. COMPLY CMU PARTITION 2.1 11 WOOD STUDS @ 16"O.C.MAX WOOD STUDS @ 16"O.C.MAX. WITH ASTM C 919 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR LOCATING 1.1 EDGE TRIM AND CLOSING OFF SOUND-FLANKING PATHS AROUND OR THROUGH GYPSUM S _ _ --- - -- - -- BOARD ASSEMBLIES INCLUDING SEALING PARTITIONS ABOVE ACOUSTICAL CEILINGS. PLAN (1)LAYER 518"GYPSUM WALL BOARD ROOM SIDE PLAN (1)LAYER 518"GYPSUM WALL BOARD BOTH SIDES 6. SEE INT. DRAWINGS FOR WALL PROTECTION AND HANDRAIL LOCATIONS. PARTITION CHANGES TYPE WHERE INDICATES SPECIFIC I 7. SEE FINISH SCHEDULE FOR APPLIED FINISH SUCH AS CT,VINYL FABRIC, PANELING, ETC. ARROWHEADS MEET 8. SEE SHEET A0.9 FOR PENETRATION DETAILS. PARTITION DETAIL 'S' INDICATES SMOKE PARTITION ACOUSTIC INSULATION INSTALLED FULL DEPTH OF ACOUSTIC INSULATION INSTALLED FULL DEPTH OF INDICATES PARTITION STUD CAVITY AT TYPE 1.1a AND TYPE 1.2a STUD CAVITY AT TYPE 2.1a AND TYPE 2.2a 9. SEE STRUCTURAL DRAWINGS FOR ALL STEEL SIZES AND DETAILS. TYPE WHEN CONSISTENT FOR LENGTH OF WALL BASE BASE 10. ALL GYPSUM BOARD TO BE FIRE RATED. SEGMENT 1.1 1.1 2X WD SILL PLATE 2X WD SILL PLATE 11. 'S' INDICATES SMOKE PARTITION ACOUSTIC SEALANT AT TYPE 1.1a AND TYPE 1.2a ACOUSTIC SEALANT BOTH SIDES AT TYPE 2.1a AND TYPE 2.2a.PROVIDE SMOKE SEALANT 12. SEE SHEET CA.1 AND Al SERIES SHEETS FOR LOCATIONS OF SMOKE AND FIRE RATED AT SMOKE PARTITIONS. PARTITIONS. NOTE: SEE FINISH SCHEDULE FOR LOCATION AND BASE TYPE NOTE: SEE FINISH SCHEDULE FOR LOCATION AND BASE TYPE STC GYPSUM STC GYPSUM MATERIAL SIZE FINISH RATING U.L. RATING BOARD TYPE�REMARKS MATERIAL SIZE FINISH RATING U.L. RATING BOARD TYPE REMARKS WOOD 2x4 1 LAYER NOT RATED 5"STANDARD • PROVIDE CEMENT BOARD AT TILED AREAS. WOOD 2x4 1 LAYER 34-39 NOT RATED 5"STANDARD • PROVIDE CEMENT BOARD AT TILED AREAS. 1.1 STUD 8.Gw6 8 • PROVIDE MOLD&MOISTURE RESISTANT GWB IN AREAS 21 STUD e'GWB 6 • PROVIDE MOLD&MOISTURE RESISTANT GWB IN AREAS RM SIDE ADJACENT TO PLUMBING FIXTURES. EACH SIDE ADJACENT TO PLUMBING FIXTURES. WOOD 2x6 1 LAYER NOT RATED 5"STANDARD 4 PROVIDE MOLD&MOISTURE RESISTANT GWB IN AREAS WOOD 2x6 1 LAYER 34-39 NOT RATED 5"STANDARD ' PROVIDE MOLD&MOISTURE RESISTANT GWB IN AREAS 1.2 STUD 8„Gw6 6 ROUTINELY SUBJECTED TO WET SPRAY OR SPLATTER. 2 2 STUD 8GW13 6 ROUTINELY SUBJECTED TO WET SPRAY OR SPLATTER. RM SIDE EACH SIDE a PARTITION KEY (-,--� TYPE 1 - UNRATED PARTITIONK-2 TYPE 2 - UNRATED / SMOKE PARTITION 3 TYPE 3 - NOT USED �.6NTS A0.6 1 1/2" = 1'-0" NONLOAD-BEARING WALL ��.61 1/2" = 1'-0" TYPICAL NONLOAD-BEARING WALL A0.6 1 1/2" = 1'-0" 3 ' 3 3 SEE PLAN 6 314"@ 8.2 TRUSS CLIP @ 48"O.C. 4 314"@ 8.1 6 314"@ 7.2 TRUSS BOTTOM CHORD UNDERSIDE OF RATED ROOF ASSEMBLY UNDERSIDE OF ROOF SHEATHING ACOUSTIC SEALANT BOTH SIDES FIRE SEALANT BOTH SIDES TRUSS BOTTOM CHORD HEAD SINGLE 2X WD TOP PLATE 2X WD TOP PLATE HEAD HEAD UNDERSIDE OF RATED CEILING-ROOF ASSEMBLY :f SOLID DRAFTSTOPPING.SEAL JOINTS AND SEAMS TO FIRE SEALANT BOTH SIDES MAINTAIN RATED ROOF ASSEMBLY. DOUBLE 2X WD TOP PLATE WOOD STUDS @ 16"O.C.MAX.AT 4.1. 6"METAL STUDS AT BEARING 4.2 WOOD STUDS @ 16"O.C.MAX. WOOD STUDS @ 16"O.C.MAX. PLAN PECONIC (1)LAYER 1318"GYPSUM WALL BOARD BOTH SIDES PLAN PLAN LANDING _ ACOUSTIC INSULATION INSTALLED FULL DEPTH OF STUD CAVITY MINERAL WOOL BATTS OR GLASS FIBER INSULATION INSTALLED FULL DEPTHMINERAL WOOL BATTS OR GLASS FIBER INSULATION INSTALLED FULL DEPTH PUB DINING OF STUD CAVITY OF STUD CAVITY BASE (1)LAYER 518"GYPSUM WALL BOARD BOTH SIDES (1)LAYER 518"GYPSUM WALL BOARD BOTH SIDES = 2X WD SILT.PLATE.CONT RUNNER TRACK AT 4.2 BASE BASE 2X WD SILL PLATE 2X WD SILL PLATE ADDITION FIRE SEALANT BOTH SIDES ACOUSTIC SEALANT BOTH SIDES FIRE SEALANT BOTH SIDES .E 1500 BRECKNOCK RD T ><V VILLAGE OF NOTE: SEE FINISH SCHEDULE FOR LOCATION AND BASE TYPE NOTE: SEE FINISH SCHEDULE FOR LOCATION AND BASE TYPE NOTE: SEE FINISH SCHEDULE FOR LOCATION AND BASE TYPE ', GREENPORT, NY 11944 MATERIAL SIZE FINISH STC U.L. RATING GYPSUM REMARKS MATERIAL SIZE FINISH STC U.L. RATING GYPSUM REMARKS MATERIAL SIZE FINISH STC U.L. RATING GYPSUM EMARKS SUFFOLK COUNTY RATING BOARD TYPE RATING BOARD TYPE RATING BOARD TYPE OWOOD 2x4 1 LAYER 57-58 NOT RATED 8"STANDARD PROVIDE CEMENT BOARD AT TILED AREAS. WOOD 2x4 1 LAYER 34-39 U305 1 HR e�TYPE 'X' • PROVIDE CEMENT BOARD AT TILED AREAS. WOOD 2x4 1 LAYER 34=39 U305 1 HR 8"TYPE'X' • PROVIDE CEMENT BOARD AT TILED AREAS. 4.1 STUD B,E GWg • PROVIDE NOLD&MOISTURE RESISTANT GWB IN AREAS 7.1 STUD 8"GWg • PROVIDE MOLD&MOISTURE RESISTANT GWB AT 8.1 STUD a GWg • PROVIDE MOLD&MOISTURE RESISTANT GWB AT :k EACH SIDE ADJACENTTO PLUMBING FIXTURES. EACH SIDE WALLS ADJACENT TO PLUMBING FIXTURES. EACH SIDE WALLS ADJACENT TO PLUMBING FIXTURES. • PROVIDE NOLD&MOISTURE RESISTANT GWB IN AREAS WOOD 2x6 1 LAYER 34-39 U305 1 HR 5"TYPE'X' • PROVIDE MOLD&MOISTURE RESISTANT GWB IN AREAS WOOD 2x6 1 LAYER 34-39 U305 1 HR 5i TYPE'X' • PROVIDE MOLD&MOISTURE RESISTANT GWB IN AREAS ROUTINELY SUBJECTED TO WET SPRAY OR SPLATTER. 7 2 STUD 8'GWB 6 ROUTINELY SUBJECTED TO WET SPRAY OR SPLATTER. $•2 gNp 5"GWB ROUTINELY ROUTINELY SUBJECTED TO WET SPRAY OR SPLATTER. EACH SIDE EACH SIDE Issued For: PRICING SET K�4 TYPE 4 - UNRATED DOUBLE STUD WALLr5-- TYPE 5 - NOT USED 6 TYPE 6 - NOT USEDK-7 TYPE 7 - FIRE BARRIER - 1 HR RATED $ TYPE 8 - LOAD-BEARING - UNRATED Date: A0.6 11/2" = 1'4" A0.6 A0.6 1 1/2" = 1'-0" A0.6 11/2" = 1'-0" NONLOAD-BEARING WALL A0.6 1 1/2" = 1'-0" TYPICAL LOAD-BEARING WALL 12-23-2020 _ 1 DATE RELEASE a 11-02-2020 PRICING 1 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING s?i 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET 8,.@ COUNTERS AND SUBSTRATE PER INTERIOR DWGS 7114" 6"@W1 CONTINUE BLOCK TO UNDERSIDE OF OF ROOF DECK OR CONCRETE PLANK.FILL VOIDS WITH FIRESTOPPING.FILL CAVITY UNDERSIDE OF ROORCEILING ASSEMBLY ABOVE SEALANT EACH SIDE IN(METAL DECK WITH MORTAR(SMOKE OR FIRE RATED WALLS) '//.r.�.;///�,;%/'moi• ;F FIRE SEALANT BOTH SIDES - - WOOD BLOCKING PLYWOOD ROOF DECK(PER RECORD PLANS) HEAD WOOD NAILER(PER RECORD PLANS) CONT.SLOTTED DEFLECTION TRACK 6"METAL STUD AND CHANNELS HORIZONTALLY AT TOP OF (2)LAYERS 518"GWB FOR 24"IN EACH DIRECTION PARTITION AND VERTICALLY AT ENDS OF PARTITION. J HEAD A'NAY FROM CMU FIRE WALL(PER RECORD PLANS) N SECURELY ANCHOR TO ADJACENT WALL AND FLOOR TO AVOID ' z RACKING. REFER TO REFLECTED CEILING PLANS FOR CEILING METAL STUDS @ 16"O.C.MAX. VA ASSEMBLIES Y '° ' c HORIZONTAL REINFORCEMENT @ 16"O.C.VERTICAL PLAN o PARTIAL WALL FRAMING ANCHORING SYSTEM;INSTALL PER < MANUFACTURE'S INSTRUCTIONS VARIES,SEE PLAN 8"(NOMINAL MIN.CMU.SEE STRUCTURAL DRWG'S FOR 0/ ADDITIONAL INFORMATION. CD PLAN w T METAL STUDS @ 12"O.C. Proj. No: 1310.01 518"GWB MINERAL WOOL BATTS OR GLASS FIBER INSULATION / Drawn By: X 10'2 j INSTALLED FULL DEPTH OF STUD CAVITY � a"GYP.BD.EACH SIDE Drawing Title: ` 2X6 WOOD STUD @ 1'-4"O.C.LINO 2 LAYERS e"GYPSUM WALL BOARD BOTH SIDES / SCREW ANCHOR OR WEDGE BOLT EMBEDDED INTO CONCRETE PER MANUFACTURER'S INSTRUCTIONS Partition Types BASE BASE CONT.RUNNER TRACK 518"GWB CONCRETE SLAB j FIRE SEALANT BOTH SIDES BASE SPACE PARTIAL WALL ANCHORING SYSTEM 10.1 / HORIZ 314"WD FURR STRIPS @ PER MANUFACTURER'S REQUIREMENTS 1 Z-0"OC VERT WI WD FURR STRIP TOP&BOT NOTE: SEE FINISH SCHEDULE FOR LOCATION AND BASE TYPE NOTE: SEE FINISH SCHEDULE FOR LOCATION AND BASE TYPE O O ; MATERIAL SIZE FINISH STC RATING UL# FIRE RATING WALL BOARD TYPE COMMENTS NOTES: MATERIAL SIZE FINISH STC RATING UL# FIRE RATING WALL BOARD TYPE COMMENTS 1. FOR ALL FURR TYPES: TERMINATE GWB 6"ABOVE FIN CLG UNO Oo Oo 2 LAYERS e,.GWB ::.: .,... .. .,.......•.. . ......:.:.:.:::.... .....:.::.,....... .-.:. . .. . ..:.; :-_ . ...:... 9.1 CMU 8" N/A - Uf106 2 HR - CONT. EXIST FIRE RATING 11A METAL STUD 3518" EA SIDE 40-44 0425 2 HR TYPE'X' 2X WOOD STUD BLOCKING TO MATCH WIDTH @METAL STUD METAL STUD FRAMING PER PLAN TRACK @ END OF WALL PARTIAL WALL ANCHORING SYSTEM PARTITION TYPES ATTACHED TO METAL STUDS 9 TYPE 9 - FIRE WALL - 2 HR RATED 10 10.11 10.2 FURRING TYPES 11 TYPE 11 - FIRE WALL - 2 HR RATEDK-12 TYPE 12 - NOT USEDK-13-� TYPE 13 - BAR DIE WALL, PARTIAL HT �.61 1/2" = 1'-0" _ �.61-1/2 -1 -0 NON-BEARING A0.6 1 1/2 - 1 0 �_611/2"=1'-0" EA RCy� i of i 0 4 a,�q,• E F DAVID I NJ 21A101611700•DE S"007986-NY 042978-01•PA RA-409294 s low Mft FIRE-RESISTANCE DESIGN 12/2121,4:14 PM BXW.U425 I UL Product iQ 1212121,4:14 PM BXUV.U425 I UL Product iQ 12021,414 PM BXUV.U4251 UL Product iQ 1212121,4:14 PM BXUV.U425 I UL Product iQ k I Structural Members b the American Iron and Steel Institute.All design details enhancing he structural integrity of the wall f.Building Units - Not Shown -3 in.thick 18 x 24 in.cellular lass blocks applied rM Stee St uctu y 5 g c g t g ty g ( ) g , pp to the gypsum board(Item 5)with PC 88 Last Updated on 2021-06-10 ULProduct i Q oL assembly,including the axial design load of the studs,shall be as specified by the steel stud designer and/or producer,and shall meet adhesive or fastened with F anchors spaced a maximum 24 in.OC.F anchors fastened to framing members with 1-1/4 in,long#6 Assembly Usage Disclaimer the requirements of all applicable local ode agencies.The max stud spacing of wall assemblies shall not exceed 24 in.OC(or 16 in. drywall screws. 11. KUA OC when Item 5b is used).Studs attached to floor and ceiling tracks with 1/2 in.long Type S-12 steel screws on both sides of studs or PITTSBURGH CORNING LLC-FOAMGLASO T3+Block,FOAMGLAS®T4+Block,FOAMGLASO S3 Block,FOAMGLAS®F Block `. B X U V.U 42 5 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured a r C h i t e C t S by welded or bolted connections designed in accordance with the AISI specifications. 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-Up BXUV - Fire Resistance Ratings -ANSI/UL 263 Certified for United BAILEY METAL PRODUCTS LTD 6.Fasteners-(Not Shown)-Screws used to attach wallboard to studs:self-tapping bugle head sheet steel type,spaced 12 in.O.C. Service.Always look for the Mark on the product. First layer Type 5-12 by 1 in.long for 1/2 and 5/8 in.thick wallboards and 1-1/4 in.long for 3/4 in.thick wallboard.Second layer Type States 3.Lateral Support Members-(Not Shown)-Where required for lateral support of studs,support may be provided by means of S-12 by 1-5/8 in.long for 1/2 and 5/8 in.thick wallboards and 2-1/4 in.long for 3/4 in.thick wallboard.Third layer Type S-12 by 1-7/8 UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions:1.The Guide 500 Kings Highway South steel straps,channels or other similar means as specified in the design of a articular steel stud walls stem. in.Ion Fasteners when Item 4G is used:First layer#6 x 2 in.Ion drywall screws aced 8 in.OC along the perimeter and 12 in.OC in Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non-misleading Cher Hill, NJ 08034 P P 9 P Y g Y g P g p manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design/System/Construction/AssemblyUsa e Disclaimer the field.Second layer#6 x 4 in.long drywall screw spaced 8 in.OC along the perimeter and 12 in.OC in the field.Horizontal joints to 856.770.1060 g 9 from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following See General Information for Fire-resistance s -Ralin ANSI/UL 263 Certified for United • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and 4.Gypsum Board*-Any 1/2 in.thickUL Classified Gypsum Board that is eligible for use in Design No.X51 S.Any 5/8 in.thick be staggered 12 in.between layers. format:"©2021 UL LLC" of°�ice@kd-arch.com g UL Classified Gypsum Board that is eligible for use in Design Nos.L501,G512 or U305.Gypsum board bearing the UL 11, 11 States use of UL Certified products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. Classification Marking as to Fire Resistame.Applied vertically with joints between layers staggered.Outer layer of 3 layer construction 7.Batts and Blankets*-Placed in stud cavities of all exterior walls.May or may not be used in interior walls.Any glass fiber or . Design Criteria and Allowable Variances • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for may be applied horizontally unless speci`ied below.The thickness and number of layers and percent of design load for the 45 min,1 mineral wool batt material bearing the UL Classification Marking as to Fire Resistance,of a thickness to completely fill stud cavity. compliance with applicable requirements.The published information cannot always address every construction nuance hr,1-1/2 hr and 2 hr ratings are as follows: See Batts and Blankets*(BZJZ)Category for names of Classified companies. See General Information for Fire Resistance Ratings-CAN/ULC-S101 Certified for Canada encountered in the field. TABLE I Design Criteria and Allowable Variances • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product Interior or Exterior Walls(Fire From Either Side) 7A.Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 7)-(100%Borate Formulation)-Spray applied cellulose 11 manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for Wallboard Protection material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied 1) each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials Both Sides of Wall- with the product with a nominal dry density of 2.7 Ib/ft3.Alternate Application Method:The fiber is applied without water or adhesive I Design No. 0906 and alternate methods of construction. No.of Layers&Thkns %of at a nominal dry density of 3.5 Ib/ft3,in accordance with the application instructions supplied with the product. I Only products which bear UL's Mark are considered Certified. Rating of Board In.Each Layers Design Load U S GREENFIBER L L C-INS735,INS745,INS75OLD for use with wet or dry application.INS765LD and INS773LD are to be used for dry June 10,2019 application only. __ _ 1 45 min 1 layer,1/2 in.thick 100 __ 1 hr 1 layer,5/8 in.thick 100 7B.Fiber,Sprayed*-As an alternate to Item 7-Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 4.58 Ib/ft3. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United NU-WOOL CO INC-Cellulose Insulation `'I Bearing Wall Rating-2 HR. 1-1/2 hr 2 layers,1/2 in.thick 100 1 States 2 hr 2 layers,5/8 in.thick or 80 7C.Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 7)-Spray applied cellulose fiber.The fiber is applied with water to Nonbearing Wall Rating-2 HR. BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for completely fill the enclosed cavity in accordance with the application instructions supplied with the product.The minimum dry density1-1 2 hr 3 layers,1/2 in.thick 100 shall be 4.30 lbs/ft3. 11 !1--l"I. This design was evaluated using a load design method other than the Limit States Canada INTERNATIONAL CELLULOSE CORP-Celbar-RL g g g 2 hr 2 layers,3/4 in.thick 100 Design Method (e.g.,Working Stress Design Method). For jurisdictions employing the See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States 7D.Fiber,Sprayed*- O(Optional) I Design Criteria and Allowable Variances ( p )-Asan alternate to Batts and Blankets(Item 7)-Spray applied mineral wool insulation.The fiber Limit States Design Method, such as Canada, a load restriction factor shall be used Note:Exterior facings allowed for use with Item 5 are also allowed to be installed on one side of the above walls. is applied with adhesive,at a minimum density of 4.0 pcf,to completely fill the enclosed cavity in accordance with the application -See Guide BXUV or BXUV7 See General Information for Fire Resistance Ratings-CAN/ULC-5101 Certified for Canada instructions supplied with the product.See Fiber,Sprayed(CCAZ). Design Criteria and Allowable Variances TABLE If AMERICAN ROCKWOOL MANUFACTURING,LLC-Type Rockwool Premium Plus Exterior Walls(Fire from Interior Side Only) Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions Design No. U425 Wallboard Protection g 8.Joint Tape and Compound-(Not Shown)-Vinyl or casein,dry or premixed joint compound applied in two coats tojoints and employing the UL or cUL Certification (such as Canada), respectively, June 10,2021 on Interior Side of Wal(- screw heads of outer layer.Perforated paper tape,2 in,wide,embedded in first layer of compound over all joints of outer layer. No.of Layers&Thkns %of / Rating of Board In.Each Layers Design Load 9,Furring Channels-(Optional,Not Shown,for single or double layer systems)-Resilient furring channels fabricated from min 25 t_ -"' """""' '"••"-' "'-- - -! -- """"` _.._ -' _,_�._ -.._. - - .w - -.,. - Bearing Wall Rating-3/4 Hr.,1,1-1/2 or 2 Hr. 45 min 1 layer,5/8 in.thick 100 MSG corrosion-protected steel,spaced vertically a max of 24 in.OC.Flange portion attached to each intersecting stud with 1/2 in. __T__- s (See Items 2,4 and 5) long Type S-12 steel screws. 5!5 This design was evaluated using a 111 I oad design method other than the Limit States Design Method(e.g.,Working Stress 1 hr 2 layers,1/2 in.thick 100 ltikk...�} D[D I:_ EDCDC Min, Design Method).For jurisdictions employing the Limit States Design Method.such as Canada,a load restriction factor shall be 10.Foamed Plastic*-(Optional,Not Shown)For use with brick veneer as outlined in Item 5a-Maximum 2 in.thick rigid polystyrene - used-See Guide BXUV or BXUV7 1-1/2 hr 2 layers,5/8 in.thick 100 insulation attached to studs with fasteners of sufficient length to penetrate the foam and 3/16 in.into the stud.A minimum 1 in,air . E , ___ space is to be maintained between the outer surface of the foamed plastic and the inner surface of the brick veneer. 2 hr 3 layers,1/2 in.thick 100 } I tCl'1 ZOt�Itltyf# *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cul Certification ATLAS MOLDED PRODUCTS,A DIVISION OF ATLAS ROOFING CORPORATION-Type Thermal5tar 11 i (such as Canada),respectively. 2 hr 2 layers,3/4 in.thick 100 OWENS CORNING SCIENCE AND TECHNOLOGY,LLC AMERICAN GYPSUM CO(View Classification)•-CKNX.R14196 10A.Foamed Plastic*-(Optional,Not shown)-For use with brick veneer as outlined in Item 5a-Mortar drop protection-Foamed plastic with mortar control device attached,continuous,by drainage holes at bottom of air space behind brick veneer. 11 11 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO(View Classification)-CKNX.R19374 OWENS CORNING SCIENCE AND TECHNOLOGY,LLC-WeepGuard I `3 https://iq.ulprospector.com/en/profile?e=14984 1/10 https:/Iiq.ulprospector.com/en/profile?e=14984 4/10 https:/riq.ulprospector.com/eNprofile?e=14984 7110 https:Hiq.ulprospector.com/en/profile?e=14984 10110 11 <1 1212/21,4:14 PM BXUV.U425 I UL Product iQ 12/2/21,4:14 PM BXUVU425 I UL Product iQ 12/2/21,4:14 PM BXUVU425 I UL Product IQ 1. Concrete Blocks*-Nominal 6 by 8 by 16 in, hollow or solid. Various CABOT MANUFACTURING ULC.(View Classfiication),-CKNX.R25370 10B.Foamed Plastic*-Polyisocya nu rate foamed plastic insulation boards,any thickness,Classified in accordance with BRYX and/or CCVW.May be used with any exterior facing shown under items 5a,Sc,5d and 5e. designs. Classification (2 hr). ATLAS ROOFING CORP-"EnergyShield Pro Wall Insulation","EnergyShield Pro 2 Wall Insulation",EnergyShield CGF Pro and EnergyShield Ply 11 I See Concrete Blocks category for list of eligible manufacturers. CERTAINTEED GYPSUM INC jView Classification)-CKNX.R366o Pro 1. ANCHOR CONCRETE PRODUCTS INC CGCINC(View Iassifcation)-CKNX.R197i1 CARLISLE COATINGS&WATERPROOFING INC-Type R2+SHEATHE GAGNE & SON CONCRETE BLOCK INC CERTAINTEED GYPSUM INC(View Classification)•-CKNX.R18482 DUPONT DE NEMOURS,INC.-Type Thermax Sheathing,Thermax Light Duty Insulation,Thermax Heavy Duty Insulation,Thermax Metal '„ Building Board,Thermax White Finish Insulation,Thermax ci Exterior Insulation,Thermax XARMOR ci Exterior Insulation,Thermax IH Insulation, I GLENWOOD MASONRY PRODUCTS GEORGIA-PACIFIC GYPSUM L L C f%/ew Classification)•-CKNX.R2717 Thermax Plus Liner Panel,Thermax Heavy Duty Plus(HDP),TUFF-RTM ci Insulation,Thermax Butler Stylwall Insulation Board and Thermax Morton Heavy Duty Insulation Board i Allowable compressive stress of 57% of max allowable compressive stress LOADMASTERSYSTEMS INC(ViewClassification)-CKNX.R11809 e In accordance With the empirical design method. FIRESTONE BUILDING PRODUCTS CO L L C-"Enverge'"'CI Foil Exterior Wall Insulation"and"EnvergeTM Cl Glass Exterior Wall Insulation" ,) OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS NATIONAL GYPSUM CO mew Classifcation)-Riyadh,Saudi Arabia-CKNX.15208 HUNTER PANELS,A DIVISION OF CARLISLE CONSTRUCTION MATERIALS,LLC-Type"Xci-Class A","Xci 286","Xci foil(Class A)","Xci CG - INTERIOR OR EXTERIOR WALL (FIRE FROM EITHER SIDE), SEE TABLE I "Xci Foil",'xci CG NH","Xci Foil NH" WESTBROOK CONCRETE BLOCK CO INC NATIONAL GYPSUM CO(view Classification).-CKNX.R3501 -. . , _.. , . RMAX A BUSINESS UNIT OF SIKA CORPORATION-Types'TSX-8500" "ECOMAXci FR" "TSX-8510" "ECOMAX i FR Whit "ECOMAXci", 11 Allowable compressive stress of 75.6% of max allowable compressive „_.................._'.._.....,....,_.. .____. PABCO BUILDING PRODUCTS L L C.DBA PABCO GYPSUM(View ClassifiicationI-CKNX.R7094 "ECOMAXci FR Air Barrier","Thermasheath-XP","Thermash ath","Durasheath","Thermasheath-3","Durasheath-3",x P .. _ _ . _ •....._........_. . .... _..._......._....._.._........ .., stress in accordance with the empirical design method. . ..._.- . . __. r,-_-_. , __ _..._ ._.. -. __._...".., - __._:..___.. ___.__..._ - ___._.___.. ..-_... . I .._ . _....._._ r_ --.._.._.__._..........__._..•....�._....-I _ .._ _. ___....__......... _ .... 4 ( +�- i - 7 -'r PANEL REY S A(View Classification)-CKNX.R21796 JOHNS MANVILLE-Type"AP foil-Faced Foam Sheathing" 2. Mortar-Blocks laid inTull bed of mortar, nom. 3/8 in. thick, of not less1 I • , I " ` �` ` than 2-1/4 and not more than 3-1/2 arts of clean shay sand to 1 art - ) .( ` 4 [ $ I 10C.Building Unit*-Polyisocyanurate foamed plastic composite insulation boards,any thickness,Classified in accordance with P E C O N I C P P P W.''` _._�_. SIAM GYPSUM INDUSTRY(SARABURI)CO LTD(View Classification)•-CKNXR19262 _ _ ` . Portland cement(proportioned by volume)and not more than 50 percent ;. ..,_ , - .._.,. . .. . . __.._ r I . d..-_ I . , , . _ . . . .. May be used with any exterior taring shown under items sa,sr,5d and 5e. _,_M..._,..._. ,..,-..___.___._ _..,....,._..,_...,._., _,. . ,.. _..._,.. _._... HUNTER PANE DIVISION OF CARLISLE CONSTRUCTION MATERIA LC-Type"Xci NB" "Xci Ply" BZXX hydrated lime (b�/cement volume). Vertical joints staggered. _. , .. . I" � Ls A Ls L LANDING , � .,-_...'- .:_____,-.____._`--___-_``.:___..„.__-_r�_:_.__'-__-:_�__:._'--:_....-:_-_..-.---_.c THAI GYPSUM PRODUCTS PCL jView Classification)-CKNX.R27517 °` 11. " 3. Portland Cement Stucco Or Gypsum Plaster-Add 1/2 hr t0 OPTIONAL:EXTERIOR FACINGS OUTLINED IN ITEM 5 LAMINATORS INC-Type"Omega ci Classification if used. Attached to concrete blocks (Item 1). THE SIAM GYPSUM INDUSTRY(SONGKHLA)CO(View Classification)-CKNX.R40305 RMAX,A BUSINESS UNIT OF SIKA CORPORATION-Types Thermasheath-SI,ECOBASEci,ECOMAXci FR Ply,ThermaBase-Cl,"ECOMAXci Ply PUB DINING 4. Foamed Plasitie*-(Optional-Not Shown)- 1-1/2 in. thick max, 4 ft UNITED STATES GYPSUM CO(View Classification)-CKNX.R1319 attached to studs with Type S screws long enough to penetrate the studs a minimum of three threads. Q wide sheathing attached to concrete blocks (Item 1). & PORCH ATLAS ROOFING CORP-"EnergyShield Pro Wall Insulation", USG BORAL DRYWALL SFZ LLC f,/Lew Classfication)-CKNX.R38438 10D.Foamed Plastic*-(As an alternate to Item 10-Not Shown)-Expanded polystyrene insulation installed to a maximum "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and nominal density of 2.0 Ib/ft2. ADDITION EnergyShield Ply Pro USG MEXICO S A DE C V(View Classification)•-CKNX.R16089 BASF CORP STYRENIC FOAMS DIV--Type Neopor"F"Series ��,,�J 4A.Gypsum Board-Nom.3/4 in.gypsam board applied vertically with joints between layers staggered.The thickness and number 10E.Foamed Plastic*-(Optional,As an alternate to Item 10-Not Shown)-Spray applied,foamed plastic insulation,at any CARLISLE COATINGS &WATERPROOFING INC-Type R2+ of layers and percent of design load for the 2 hr ratings are shown in the table above. thickness,Classified in accordance with CCVW.May be used with any exterior facing shown under items 5a,5c,5d and 5e. 1500 BRECKNOCK RD SHEATHE CGC INC-Types AR,IP-AR,IP-X3,or ULTRACODE CARLISLE SPRAY FOAM INSULATION-Types SealTite Pro Closed Cell(CC),SealTite Pro Open Cell(OC),Searrite Pro OCX,SealTite Pro No Trim VILLAGE OF 21,SealTite Pro One Zero,Foamsulate Closed Cell,Foamsulate OCX,Foamsulate 70,and Foamsulate HFO. UNITED STATES GYPSUM CO-Types AR,IP-AR,IP-X3,or ULTRACODE GREENPORT, NY 11944 FIRESTONE BUILDING PRODUCTS CO L L C-"EnvergeTM Cl Foil 11.Cementitious Backer Units*-(Optional,Not Shown-For Use as an additional layer over required gypsum boards)-7/16 in., SUFFOLK COUNTY Exterior Wall Insulation"and "EnverceTM Cl Glass Exterior Wall Insulation" 1/2 in.,5/8 in.,3/4 in.or 1 in.thick,min.32 in.wide.-Applied vertically or horizontally with vertical joints centered over studs.Fastened USG BORAL DRYWALL SFZ LLC-Type ULTRACODE to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in.spaced a max of 8 in. OC.When 4 ft.wide boards are used,horizontal joints need not be backed by framing. USG MEXICO S A DE C V-Types AR,IP-AF',IP-X3,or ULTRACODE NATIONAL GYPSUM CO-Type DuraBacker,PermaBase,DuraBacker Plus,or PermaBase Plus HUNTER PANELS-Types "Xci-Class A", "Xci 286", "Xci Foil (Class A)" 4B.Gypsum Board*-(As an alternate to Item 4)-Nom.5/8 in.thick gypsum panels,with square edges,applied horizontally. 12.Wall and Partition Facings and Accessories*-(CLBV)(Optional,Not Shown)-For use with Item 1,Items 2 and 2A,Item 3, Gypsum panels fastened to framing with 1 in.long bugle head steel screws spaced a max 8 in.OC,with last 2 screws 3/4 in.and 4 in. Item 4 to 46,Item 6,Item 7,Item 8 and Item 9.For maximum fire rating of 1 hour.On one side of the wall,over the first layer of RMAX OPERATING L L C-Types"TSX-8500", "ECOMAXci FR", "TSX- from each edge of board.Horizontal joints need not be backed by steel framing.Horizontal edge joints and horizontal butt joints on Gypsum Board(Item 4 to 413),install RefleXor membrane with the gold side facing outwards.Membrane installed with T50 staples Issued For: 8510" "ECOMA)<xi FR White" "ECOMAXci", "ECOMAXci FR Air Barrier" opposite sides of studs on interior walls need not be staggered.Horizontal edgejoints and horizontal butt joints in adjacent layers on spaced 12 inches on center in both directions as per manufacturer's instructions,seams in membrane to be overlapped by 2 inches. PRICING SET ' ' 14 interior walls(multilayer systems)staggered a min of 12 in. When RefleXor membrane is used an additional layer of Gypsum Board that is identical to the one used in the first layer and as 11 I GEORGIA-PACIFIC GYPSUM L L C-GreenGlass Type X,Type DGG specified in Item 4 to 4B shall be installed over the membrane.The additional layer of Gypsum Board to be installed through the https:/Tq.ulprospector.com/en/profile?e=14984 2/10 https://iq.ulprospector.com/en/profile?e=14984 5/10 https:/Iiq.ulprospector.conVen/profile?e=14984 8110 1"I'l Date: Z. 12-23-2020 12/2/21,4:14 PM BXUVU425 I UL Product iQ 12/2/21,4:14 PM BXUV.U425 I UL Product iQ 12/2/21,4:14 PM BXUVU425 I UL Product IQ IDATE RELEASE membrane to the stud as specified in Item 4 to 4B except the fastener length shall be increased by a minimum of 5/8 inch.Install Batts 11-02-2020 PRICING NATIONAL GYPSUM CO-Type FSW-6. and Blankets in the stud cavity as per Item 7. 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING "Thermasheath-XP" "Thermasheath" "Durasheath" "Thermasheath-3" On the other side of the wall prior to the installation of the Gypsum Board install Resilient Channels,25 MSG galv steel,spaced vertically 24 in.OC, 02-25-2022 ISSUED FOR CONSTRUCTION r + r s CERTAINTEED GYPSUM INC-GIaSRoc ¢;, "Durasheath-3". flange portion screw attached to one side of studs with 1-1/4 in.long diamond shaped point,double lead Phillips head steel screws.Over the 06-03-2022 PERMIT SET Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with min.1-1/4 in,long drywall screws and washers 4C.Gypsum Board*-(As an alternate to Item 4)-5/8 in.thick,4 ft.wide,paper surfaced applied vertically only and secured as spaced at 16 in.OC on the perimeter of the panel and 8 in.OC in the field of the panel.Over the SONOpan panel install the same Gypsum Board described in Item 6. as specified in Item 4(or 4 alternates)with the fastener length increased by minimum 3/4 inch.Not evaluated or intended as a substitute for the GEORGIA-PACIFIC GYPSUM L L C-Type}:ComfortGuard Sound Deadening Gypsum Board. required layers)of UL Classified Gypsum Board. THE DOW CHEMICAL CO-Types Thermax Sheathing, Thermax Light11 Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Alternately,on the other side of the wall prior to the installation of the Gypsum Board(item 4),install 3/4 in.thick SONOpan panels,secured Board, Thermo:{White Finish Insulation, Thermax ci Exterior Insulation, NATIONAL GYPSUM CO-Type SBWB to one side of studs either horizontally or vertically.Panels secured to each stud with min,1-1/4 in.long drywall screws spaced 12 in.OC.Over the Thermax XARN10R ci Exterior Insulation, Thermax IH Insulation, Thermax SONOpan,install 25 MSG galy steel,Resilient Channels,spaced vertically 24 in.OC.Resilient Channels fastened through panels to each stud with 4D.Wall and Partition Facings and Accessories*-(As an alternate to Item 4)-Nominal 5/8 in.thick,4 ft wide panels,applied min.2 in.long drywall screws or self-tapping screws.Over the Resilient Channels install Gypsum Board as specified in Item 4(or 4 alternates)with Plus Liner Panel, Thermax Heavy Duty Plus (HDP)and TUFF-RTM CIEXTERIOR WALL (FIRE FROM INTERIOR SIDE ONLY), SEE TABLE Il vertically and secured as described in Item 4. drywall screws as specified in Item 6.Panels not evaluated or intended as a substitute for the required layer(s)of UL Classified Gypsum Board. 11 Insulation PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-Type QuietRock ES. _ MSL-RefleXor membrane,SONOpan panel. 4E.Wall and Partition Facings and Accessories*-(As an alternate to Item 4)-Nominal 5/8 in.thick,4 ft wide panels,applied 11 -. -• FIRE SIDE ll and Partition Facings and Accessories*-(Optional,Not Shown)-When the Wall Assembly is used as an External Wall, vertically and secured as described in Item 4 13 Wall PABCO BUILDING PRODUCTS L L BA PABCO GYPSUM-Type QuietRock 527. C D T 1 . on the External side of the wall one of the following Wall and Partition 4A. Building Units-As an alternate to Item 5 min. 1-in thick ° g and facing Accessories may be used,refer to items(A) " polylsocyanurate Composite foamed plastic insulation boards, nom. 48 by ; .... -............._....._..__..._......_._...___............._.__._........t......_......._......_...._._....._....-_............___........___........._......-...._....._.__-._.__.....__.._-_._-..m.._._..._...._._.._......._1 *- _ .. ._.._.... _.• ,-_"--' .._.......,-,.._..,•.. .._._....._."„--.........,.,.......-,..._.................-,,,...,._"..,....., ..... _.._... -.,, r 4F.Gypsum Board (As an alternate to 5/8 m.Type FSW in Item 4)-Nom.5/16 in.thick gypsum panels applied vertically.Two - to below. A.Non Insulated System with Metal Channels Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal 48 or 96 in. I. f a layers of 5/16 in.for every single layer of 5/8 in.gypsum board described in Item 4.Horizontal joints on the same side need not be Channels vertically at a horizontal spacing not greater than 24 inches OC over the moisture barrier.Acry Metal Channels attached cn .13 RMAX OPERATING L L C-"Thermasheath-SI", "ECOBASECI", ry staggered.Inner layer of each double 5/16 in,layer attached with fasteners,as described in item 4,spaced 24 in.OC.Outer layer of through the moisture barrier and the Gypsum Board to the Steel Studs Item 2 using fasteners specified by the manufacturer and "ThermaBase-Cl", "ECOMAXci FR Ply", "ECOMAXci Ply" ±1. . I, i ,i r each double 5/16 in.layer attached per Item 4. fasteners spaced max.,24 in.OC.Install Acrytec Panels on Acry Metal Channels using 1-1/4"long corrosion coated stainless steel .._-..___. _.__-....._� _ :� :c�:::__:___-:,.-_;c'..__.-- _._ - __. NATIONAL GYPSUM CO-Type FSW. a o adhesive m screws spaced t a max spacing of 24 inches OC,along with manufacturer's approved adh a(3M 540 or Tremco Vulcum 116). ," -� ? Adhesive to be applied in a zigzag pattern along every channel.Joint treatment in between panels shall be Tremco illmod 600 pre _. .<_ ».__ A, :,,. �b , ' : „..' '< ,. _4^ n'. :. _s ',. :.. „'x,. ... ;_ 4G1, I .Wall and Partition Facings and Accessories*-(As an alternate to 5/8 in.thick board as outlined in Item 4)-Nominal 1-3/8 in. compressed polyurethane foam sealant. i thick,4 ft wide panels,applied vertically or horizontally.Fastened to studs as described in item 6. * Indicates such products shall bear the UL or cUL Certification Mark for - - EXTERIOR FACINGS OUTLINED n Ira ITEM s ; ; PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-Type QuietRock 545 p B.Insulated System with Metal Channels-Install moisture barrier over the Gypsum Board Item 4.Install galvanized Z girt channels jurisdictions employing the UL or cUL Certification (such as Canada), specified by the manufacturer over the moisture barrier and the Gypsum Board Item 4.Z girt channels to be installed horizontally at a I S.Gypsum Boards-For exterior walls,Rating from Interior Side Only-1/2 or 5/8 in.thick Classified or unclassified gypsum boards max.spacing of 24"OC.Z in channels attached through the Gypsum Board and the moisture barrier to the Steel Studs Item 2,with respectively. applied vertical! and attached to studs and runner tracks with 1 in.Ion Type S-12 bugle head screws spaced 12 in.OC.along studs P g g g yp =' Proj. No: 1310.01 1.Steel Floor and Ceiling Tracks-(Not Shown)-Top and bottom tracks of wall assemblies shall consist of steel members,min No. PP Y g YP g P 9 screws provided by the manufacturer at a max spacing of 24 inches OC.Install mineral wool insulation between the Z girts.Maximum ;�_ and tracks.One of the following exterior facings are to be applied over the gypsum board. thickness of mineral wool insulation not to exceed 6 in.As per manufacturer's instructions install Acry Metal Channels vertically over 20 MSG(0.0329 in.,min bare metal thickness)steel or min No.20 MSG(0.036 in.thick)gaiv steel or No.20 MSG(0.033 in.thick) a.Siding,Brick,or Stucco-Aluminumsidin steel siding, veneer,or stucco attached to studs over sum sheathing and Drawn By: Last Updated on 2019-06-10 primed steel,that provide a sound structural connection between steel studs,and to adjacent assemblies such as a floor,ceiling, g' g gYP 9 the Z girts at a max horizontal spacing of 24 in.OC.Acrytec Panels installed on Acry channel with 1 114"long corrosion coated meeting the requirements of local code agencies.When a min 3-3/4 in.thick brick veneer facing is used,the Exterior Wall Rating is stainless steel screws at a max spacing of 24 in.OC,along with manufacturers approved adhesive(3M 540 or Tremco Vulcum 116). Drawing Title: and/or other walls.Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in.O.C. applicable with exposure on either face.Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with g PP P 9 Adhesive to be applied in a zigzag pattern along every channel.Joint treatment in between panels to be Tremco illmod 600 pre I"! I steel screws,not more than each sixth course of brick.When a min 3-3/4 in.thick brick veneer facing is used,Foamed Plastic(Item 10) compressed polyurethane foam sealant. f Design/Systelm/Construction/Assembly Usage Disclaimer 2.Steel Studs-Min 3-1/2 in.wide,No.20 MSG(0.0329 in.,min bare metal thickness)corrosion protected cold formed steel studs may be used. designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute.All design details enhancing the structural integrity of the wall assembly,including the axial design * C.Non Insulated Wood Strapping System-Install moisture barrier over the Gypsum Board Item 4 and Install 1"x 3"wood b.Cementitious Backer Units -1/2 or 5/8 in.thick,attached vertically or horizontally to steel studs over gypsum sheathing with 1- strapping vertical! at a horizontals act '= UL ASSEMBLIES • Authorities HavingJurisdiction should be consulted in all cases as to the articular load of the studs,shall be as specified by the steel stud designer and/or producer,and shall meet the requirements of all applicable pp g y spacing not greater than 24 inches OC.,over the moisture barrier.1"x 3"wood strapping attached P 5/8 in.long,Type S-12,corrosion resistart,wafer head steel screws,spaced 8 in.OC.Studs spaced a max of 16 in.OC.Joints covered through the moisture barrier and the Gypsum Board to the Steel Studs Item 2,using local code agencies.The max stud spacing of wall assemblies shall not exceed 24 in.OC(or 16 in.OC when Item 5b is used).Studs 9 YP g fasteners specified by the manufacturer and i requirements covering the installation and use of UL Certified products, equipment, with glass fiber mesh tape. fasteners spaced max.,24 in.OC.Ac ec Panels to be installed on the 1"x 3"wood strapping using manufacturers approved stainless attached to floor and ceiling tracks with 1/2 in.long Type 5 12 steel screws on both sides of studs or by welded or bolted connections P PP 9 9 PP I system, devices and materials. UNITED STATES GYPSUM CO-Type DCB ': y designed in accordance with the AISI specifications. steel fasteners spaced at maximum 24 inches OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every Authorities Having Jurisdiction should bE Consulted before construction. wood strap.Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. I I * Fire resistance assemblies and products are developed by the design submitter and 2A.Steel Studs-Framing Members*-In lieu of Item 2-Min 3-1/2 in.wide,No.20 MSG(0.0329 in.,min bare metal thickness) NATIONAL GYPSUM CO-Type PermBase,or DuraBacker �i have been investigated by UL for compliance with applicable requirements. The corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of D.Insulated Wood Strapping System-Install moisture barrier over the Gypsum Board Item 4.Install Extruded Polystyrene published information cannot always address eve construction nuance encountered Cold-Formed Steel Structural Members by the American Iron and Steel Institute.All design details enhancing the structural integrity of c.Fiber-Cement Siding-Fiber-cement exterior sidings including smooth and patterned panel or lap siding. Insulation over moisture barrier,max thickness of insulation not to exceed 4 inches.Install 1"x 3"wood strapping vertically at a P y every the wall assembly,including the axial design load of the studs,shall be as specified by the steel stud designer and/or producer,and horizontal spacing not greater than 24 inches OC.Wood strapping attached through the Insulation,the Gypsum Board and moisture in the field. barrier to the Steel Studs Item 2 using fasteners specified by the manufacturer and fasteners spaced max.24 in.OC.Acrytec Panels to �. shall meet the requirements of all applicable local code agencies.The max stud spacing of wall assemblies shall not exceed 24 in.OC d.Molded Plastic*-Solid vinyl siding mechanically secured to framing members in accordance with manufacturer's recommended ;1 • When field issues arise, it is recommended the first contact for assistance be the (or 16 in.OC when Item 5b is used).Studs attached to floor and ceiling tracks with 1/2 in.long Type S-12 steel screws on both sides of installation details. be installed over the wood strapping using manufacturers approved stainless steel fasteners at a max spacing of 24 in.OC and Tremco technical service staff provided by the product manufacturer noted for the design. studs or by welded or bolted connections designed in accordance with the AISI specifications. ALSIDE,DIV OF ASSOCIATED MATERIALS INC Vulcum 116 adhesive applied in a zigzag pattern along every wood strap.Joint treatment in between panels to be Tremco illmod 600 , A Users of fire resistance assemblies are advised to consult the general Guide re compressed polyurethane e EB METAL INC-NITROSTUD p p p y ethane foam sealant. " 0 7 Information for each product category and each group of assemblies. The Guide e.Wood Structural Panel or Lap Siding-APA Rated Siding,Exterior,plywood,OSB or composite panels with veneer faces and ACRYTEC PANEL INDUSTRIES-Nominal 5/8 inch thick Acrytec Panel, 1 Information includes Specifics concernin alternate alternate 2B.Steel Studs-Framing Members*-In lieu of Item 2-Min 3-5/8 in.wide,No.20 MSG(0.036 in.min,thickness)corrosion structural wood core,per PS 1 or APA Standard PRP-108,including textured,rough sawn,medium density overlay,brushed,grooved I construction. P gernae materials anernae methods oprotected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold-Formed and lap siding. *Indicates such products shall bear the UL or cul Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively. • Only products which bear UL's Mark are considered Certified. https://iq.ulprospeGtor.com/en/profile?e=14984 3/10 https:fiq.ulprospector.com/en/profile?e=14984 6/10 https://iq.ulprospector.com/en/profile?e=14984 9/10 1 11 E� aRQh l_% Fow� s ��► 4 11 UL-0906 2-HOUR FIRE WALL (:2 UL-U425 2-HOUR FIREWALL Z. Qom Qr SCALE: N.T.S SCALE: N.T.S O DAV.1' F� �;/ n LR NJ 21A101611700•DES5-00079 2978-Ot•PA RAd09294 CGC INC—Types AR, IP-AR Blankets(Item 5) and Item 5A- Brown Colored Spray applied cellulose fiber.The fiber is applied with water to completely t ONLINE CERTIFICATIONS DIRECTORY fill the enclosed stud cavity in accordance with the application instructions supplied with the product. The minimum dry UL IJ IV density shall be 4.30 lbs/ft3. UNITED STATES GYPSUM CO —Types AR, IP-AR INTERNATIONAL CELLULOSE CORP—Celbar-RL Design No. U305 BXUV.U305 USG MEXICO S A DE C V—Types AR, IP-AR 6. Steel Framing Members*— ) g 9 Fire Resistance Ratings - ANSI/UL 263 9 (Optional, Not Shown — Furring channels and Steel Framing Members as described below: a r c h i t e c t s Page Bottom 3C, Gypsum Board*— (As an alternate to Items 3, 3A and 3B) —5/8 in. thick, 2 ft wide, tongue and groove edge, a. Furring Channels— Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 applied horizontally to one side of the assembly. Installed with 1-7/8 in. long cement coated nails as described in Item 3 or in. deep,spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item11 1-1/4 in. Ion Type W coarse thread sum panel steel screws as described in Item 3A. Joint covering Item 2 not b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 500 Kings Highway South g Yp gyp p 9( ) SWG paply steel wire near each grad of overlap. As an alternate, ate ends oadjoining channels may be Cher I-1111, NJ 08034 Design/System/Construction/Assembly Usage Disclaimer required. overlapped 6 in. and secured together with two self-tapping #6 framingscrews, min. 7/16 in. long Cherry CGC INC—Type SHX at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL attached to furring channels as described in Item 3. 856.770.1 060 Certified products, equipment, system, devices, and materials. office@kd-arch.com I<CI-arCI1.COnl Authorities Having Jurisdiction should be consulted before construction. b. Steel Framing Members*— Used to attach furring channels(Item 6a) to studs. Clips spaced • Fire resistance assemblies and products are developed by the Design submitter and have been investigated by UL for compliance with UNITED STATES GYPSUM CO —Type SHX 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 2-1/2 in. coarse drywall applicable requirements.The published information cannot always address every construction nuance encountered in the field, screw through the center grommet. RSIC-V and RSIC-V(2.75) clips secured to studs with No. 8 x • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product 1-1/2 in, coarse drywall screw through the center hole. Furring channels are friction fitted into clips. manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1(2.75) and RSIC-V product category and each group of assemblies.The Guide Inf)rmation includes specifics concerning alternate materials and alternate USG MEXICO S A DE CV—Type SHX (2.75) clips for use with 2-23/32 in. wide furring channels. methods of construction. • Only products which bear UL's Mark are considered Certified. PAC INTERNATLONAL L LC—Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V(2.75) 3D. Gypsum Board*— (As an alternate to Items 3, 3A, 3B, or 3C— not shown) For Direct Application to Studs Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints BXUV - Fire Resistance Ratings - ANSI/UL 263 centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. 6A. Steel Framing Members*— (Optional, Not Shown) — Furring channels and Steel Framing Members on one side of ,fl�\ DA long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips studs as described below: required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten i BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to a. Furring Channels—Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. �. _-. __ _ __ the stud with two_i_in__I_ong_Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the Channels secured to studs as described in Item b. Ends of�oining channels are overlapped 6 in. I See General Information for Fire-resistance Ratings- ANSI/UL 263 strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. Batts 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1- and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to See General Information for Fire Resistance Ratings- CAN/ULC 5101 Certified for Canada1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the furring channels as described in Item 3. ;; screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade"C". Desi n No. 0305 b. Steel Framing Members*—Used to attach furring channels(Item 6Aa) to one side of studs 9 RAY-BAR ENGINEERING CORP—Type RB-LBG (finish rating 24 min) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall 1 Marh 29, 2016 screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. �! KINETICS NOISE CONTROL INC—Type Isomax Bearing Wall Rating—1 Hr 3E. Gypsum Board*—(As an alternate to Items 3, 3A, 3B, 3C, and 3D) — 5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse Finish Rating—See Items 3,3A,3D,3E,3F,3G,3H,33 and 3L. thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed 7 in. 11 OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths of 6B. Steel Framing Members*— (Optional, Not Shown) — Furring channels and Steel Framing Members as described other than 48 in. sum boards are to be installed horizontal) below: [1 STC Rating-56(See Item 9) gypsum Y• GEORGIA-PACIFIC GYPSUM L L C—Type DGG (finish rating 20 min), GreenGlass Type X(finish rating 23 min) a. Furring Channels—Formed of No. 25 MSG galv steel. 2-3/8 in, wide by 7/8 in. deep, spaced This design was evaluated using a load design method other than the Limit States Design Method(e.g.,Working Stress Design 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of Method).For jurisdictions employing the Limit States Design Method,such as Canada,a load restriction factor shall be used—See adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv11 Guide BXUV or BXUV7 steel wire near each end of overiap.As an alternate, ends of adjoining channels may be overlapped 3F. Gypsum Board*—(As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) - 5/8 in. glass-mat faced with square edges, 6 in. and secured together with two self-tapping#6 framing screws, min. 7/16 in. long at the *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as applied either horizontally or vertically. Gypsum panels nailed 7 in. OC around the perimeter and in the field with 5d midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to Canada),respectively, cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Nails shall be placed 1 inch and 3 furring channels as described in Item 3. inch from horizontal joints and 7 inch OC thereafter. /'W'--' ''T�� 1 /%_ ' b. Steel Framing Members*—Used to attach furring channels(Item 6Ba) to studs. Clips spaced 3 . , +7 i & I CGC INC—Type USGX (finish rating 22 min) 48 in. OC. Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the �J 1 `G -� �+J center hole. Furring channels are friction fitted into clips. r� ``� PLITEQ INC—Type Genie Clip UNITED STATES GYPSUM CO —Type USGX (finish rating 22 min.) 11 �_ T, s. - _ _ -� a_', " ci; -- ''-' ` 6C. Steel Framin Members* 11 — rx '� 1 9 (Optional, Not Shown) — Furring channels and resilient sound isolation clip as described t` l -,;ham; ,==.-=---== =: USG MEXICO S A DE C V—Type USGX(finish rating 22 min.) 'i . ;,K _ , s below: ==__==-- �' � --- _,. �^ } `" `"""" " a. Furring Channels— Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. 3G. Gypsum Board*— (As an alternate to Items 3 through 3F) —5/8 in. thick paper surfaced applied vertically. Gypsum and secured together with four self-tapping No. 8x1/2 Self Drilling screws(2 per side 1 in. and 4 in. 11 C2 ,,l panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. from overlap edge). Gypsum board attached to furring channels as described in Item 3. Side joint GEORGIA-PACIFIC GYPSUM L L C—Type X ComfortGuard Sound Deadening Gypsum Board(finish rating 27 min) furring channels slhall be attached to studs with RESILMOUNT Sound Isolation Clips located�D \__/ approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints � fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. ;j ,1 3H. Gypsum Board*— (As an alternate to Items 3) —Not to be used with items 6 or 7. 5/8 in. thick paper surfaced b. Steel Framing Members*—Resilient sound isolation clip used to attach furring channels(Item applied vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam 6Ca) to studs. Clips spaced 16 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall ,"i and 15/64 in. diam heads. screw through the center hole. Furring channels are friction fitted into clips. IJ NATIONAL GYPSUM CO —SoundBreak XP Type X Gypsum Board STUDCO BUILDING SYSTEMS— RESILMOUNT Sound Isolation Clips-Type A237 or A237R , _ 7. Furring Channel—Optional — Not Shown—For use on one side of the wall - Resilient channels, 25 MSG gals steel, ', 3I. Gypsum Board*—(As an alternate to Items 3 through 3H, not shown) —Nominal 5/8 in. thick, 4 ft wide panels, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, 11 "� i applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D is required. `�-4 diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. 8. Caulking and Sealants— (Not Shown, Optional) —A bead of acoustical sealant applied around the partition perimeter 3 \ for sound control. ::5 PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type QuietRock ES (finish rating 20 min) 9. STC Rating—The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: I 11 «.�.,.,�• �.M,, .�.,,.-;� ,,. -..,, L-.,..x,1—, „„�,„ ,., �,„I 3J. Gypsum Board*—(As an alternate to Items 3) — Not to be used with items 6 or 7. 5/8 in. thick paper surfaced A. Item 2, above— Nailheads Shall be covered with joint compound. I �� - �' y f I applie vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam ;3— — _el >- _- and 15 64 in. diam heads. B. Item 2, above—Joints As described, shall be covered with fiber tape and joint compound. i� _ a_] CERTAINTEED GYPSUM INC—Type SilentFX C. Item 5, above—Batts and Blankets*The cavities formed by the studs shall be friction fit with R 19 unfaced fiberglass ;. t' insulation batts measuring 6-1/4 in. thick and 15-1/4 in. wide. r D. Item 6, above—Steel Framing Members*Type RSIC-1 clips shall be used to attach gypsum board to studs on either �-11 3K. Gypsum Board*— (As an alternate to Item 3) —5/8 in, thick gypsum panels, with beveled, square, or tapered side of the wall assembly. ' edges,applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse I I (D3 _1 r thread gypsum panel steel screws spaced a maximum 8 in. OC with the last screw 1 in. from the edge of the board. When E. Item 8, above—Caulking and Sealants(Not Shown) A bead of acoustical sealant shall be applied around the partition ' 4t�� I,�yj used in widths other than 48 in., gypsum panels are to be installed horizontally. perimeter for sound control. 1 NATIONAL GYPSUM CO —Type FSK(finish rating 20 min),Type FSK-G (finish rating 20 min),Type FSW (finish rating F. Steel Comer Fasteners(Item 4), Fiber, Sprayed (Items 5A and 5B) and Steel Framing Members(Item 6A), not 1. Wood Studs—Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 20 min),Type FSW-2(finish rating 24 min),Type FSW-3(finish rating 20 min),Type FSW-5(finish rating 22 min),Type evaluated as alternatives for obtaining STC rating. FSW-G (finish rating 20 min),Type FSK-C (finish rating 20 min),Type FSW-C(finish rating 20 min),Type FSMR-C,Type 2. Joints and Nail-Heads—Joints covered with joint compound and paper tape. Joint compound and paper tape may be FSW-6(finish rating 20 min) 10. Wall and Partition Facings and Accessories*— (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL with joint compound. Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener 3L. Gypsum Board*—(As an alternate to Item 3) For Direct Application to Studs Only— Nom 5/8 in. thick lead backed type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or 3. Gypsum Board*— 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered intended as a substitute for the required layer(s) of UL Classified Gypsum Board. horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to-be-installed horizontally. For an panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type QuietRock QR-500 and QR-510 _ alternate method of attachment of gypsum panels, refer to Items 6, 6A or 6B, Steel Framing Members*. backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with Ill P C O N I C a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-8 pan head When Items 6,6B, or 6C Steel Framing Members*,are used, gypsum panels attached to furring channels with 1 in. long steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 Type S bugle-head steel screws spaced 12 in. OC. in. thick. compression fitted or adhered over the screw heads. Lead batten strips to have a purity of 99.5% meeting the 11. Cementitious Backer Units*— (Optional Item Not Shown— For Use On Face Of 1 Hr Systems With All Standard 4.1 Federal specification QQ-L-201f, Grades"B, C or D". Items Required) - 7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide. Applied vertically or horizontally with LANDING When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. Face layer attached to MAYCO INDUSTRIES INC— "X-Ray Shielded Gypsum" penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layers staggered spaced a max of 8 in. OC. When.4 ft. wide boards are used, horizontal joints need not be backed by framing. with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as 1. described in Item 3. NATIONAL GYPSUM CO —Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 3M. Gypsum Board*— (As an alternate to Items 3) For Direct Application to Studs Only—For use as the base layer or PUB DINING When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. channels with 1 in. long, self-drilling, self-tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs 12. Non-Bearing Wall Partition Intersection— (Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 In. studs midway between studs. with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when & PORCH applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum ACADIA DRYWALL SUPPLIES LTD—Type X (finish rating 22 min), 5/8 Type X, Moisture Resistant Type X, Gypsum required behind vertical joints of lead backed 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to q ) gypsum wallboard and optional at remaining stud locations. Lead batten be flush with the 2 b 4 in. studs.The wall partition wood studs are to be framed b with y Sheathing Type X, Mold &Mildew Resistant Type X and Mold&Mildew Resistant AR Type X, Type Blueglass Exterior strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud Y P y th a second 2 b 4 in. wood stud Sheathingwith construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the fastened with 3 in. long lOd nails spaced a max. 16 in. OC. vertically. Maximum one non bearing wall partition intersection ADDITION bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade"C". 13. Mesh Netting— (Not Shown) —Any thin, woven or non-woven fibrous netting material attached with staples to the AMERICAN GYPSUM CO—Types AGX-1(finish rating 23 min.), M-Glass (finish rating 23 min.),Type AGX-31 (finish Fasteners for face layer gypsum panels(Items 4,4A or 4B) when installed over lead backed board to be min 2-1/2 in. outer face of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. 1. rating 26 min),Type LightRoc(finish rating 22 min) or Type AG-C Type 5-12 bugle head steel screws spaced as described in Item 4. 14. Mineral and Fiber Board*— (Optional, Not Shown) — For optional use as an additional layer on one side of wall. 1500 BRECKNOCK RD RADIATION PROTECTION PRODUCTS INC—Type RPP- Lead Lined Drywall Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with 2 in. long Type W steel screws, spaced 12 in. OC.The required UL Classified gypsum board layer(s) is/are to be installed as indicated as VILLAGE OF BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 (finish rating 24 min) to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not11 GRF_ENPORT NY 11944 3N. Gypsum Board*—(As an alternate to Item 3) —5/8 in. thick, 4 ft. wide, applied horizontally or vertically with evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item HOMASOTE CO — Homasote Type 440-32 SUFFOLK COUNTY CERTAINTEED GYPSUM INC—Type 1,Type SF3(finish rating 20 min) or FRPC; Type C,Type X or Type X-1 (finish 311 rating 26 min); Type EGRG or GlasRoc(finish rating 23 min) 11 CERTAINTEED GYPSUM INC— 5/8" Easi-Lite Type X(finish rating 24 min) 14A. Mineral and Fiber Board*—(Optional, Not Shown) —For use with Items 14B-14E) —For optional use as an additional layer on one side of wall. Nom 1/2 in. thick,4 ft wide with long dimension parallel and centered over studs. CGC INC—Type AR(finish rating 24 min),Type C (finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR *— Attached to framing with minimum 1-3/8 in. long ring shanked nails or 1-1/4 in. long Type W steel screws, spaced 12 in. r finish ratio 24 min Type IP-X1 finish ratio 24 min Type IP-X2 finish ratio 24 min Type SCX finish ratio 24 30. Wall and Partition Facings and Accessories (As an alternate to Item 3, Not Shown) — Nominal 5/8 in. thick,4 ( 9 )' yp ( g )' yp ( g )' yp ( g ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam OC along board edges and 24 in. OC in field of board along intermediate framing. Not evaluated or intended as a substitute min),Type SHX (finish rating 24 min), Type ULX (finish rating 22 min),Type WRC(finish rating 24 min),Type WRX and 15/64 in. diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with for the required layer(s) of UL Classified Gypsum Board. (finish rating 24 min) two layers of joint compound. HOMASOTE CO — Homasote Type 440-32 Issued For: PABCO BUILDING PRODUCTS L LC,DBA PABCO GYPSUM—Type QuietRock 527(finish rating 24 min). PRICING SET CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C—Type LGFC6A(finish rating 34 min),Type LGFC2A, Type LGFC-C/A,Type LGFC-WD,Type LGLLX (finish rating 21 min) 14B. Glass Fiber Insulation— (For use with Item 14A) —3-1/2 in.thick glass fiber batts bearing the UL Classification 3P. Gypsum Board*— (As an alternate to Item 3, not shown) —Two layers nom. 5/16 in. thick gypsum panels applied Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall. See Batts and Blankets(BKNV vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or BZJZ) categories for names of Classified companies. Date: GEORGIA-PACIFIC GYPSUM L L C—Type 5 finish ratio 26 min),T e 6 finish ratio 23 min), Type 9 finish ratio 26 or backed by wood studs. Horizontal joints on the same side between face and base layers need not be staggered. Base *—( ) p 12-23-2020 yp ( g Type ( g ) Yp ( g layer gypsum panels fastened to studs with 1-1/4 in. Ion drywall nails spaced 8 in. OC. Face layer sum panels 14C. Batts and Blankets (As an alternate to Item 14B For use with Item 14A 3 in. thick mineral wool batts laced ; min),Type C(finish rating 26 min),Type DGG (finish rating 20 min),Type GPFS1 (finish rating 20 min),Type GPFS2 p g n p Y gyp p to fill interior of wall, attached to the 3-1/2 in. face of the studs with staples placed 24 in. OC. (finish rating 20 min),Type GPFS6(finish rating 26 min),Type DS,Type DAP,Type DD (finish rating 20 min), Type DA, fastened to studs with 1-7/8 in. long drywall nails spaced 8 in. OC starting with a 4” stagger. Type DAPC, Type LS (finish rating 23 min),Type X, Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing- NATIONAL GYPSUM CO—Type FSW(finish rating 25 min) THERMAFIBER INC—Type SAFB DATE RELEASE Type X, Soffit-Type X, Type LWX (finish rating 22 min), Veneer Plaster Base-Type LWX(finish rating 22 min), Water Rated-Type LWX(finish rating 22 min), Sheathing Type-LWX(finish rating 22 min), Soffit-Type LWX (finish rating 22 11-02-2020 PRICING min),Type DGLW(finish rating 22 min), Water Rated-Type DGLW (finish rating 22 min), Sheathing Type- DGLW (finish 3Q. Gypsum Board*—(As an alternate to Item 3) —5/8 in. thick gypsum panels, with beveled, square, or tapered 14D. Adhesive—(For use with Item 14A) —Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. 01-12-2021 EQUIPMENT MEP COORDINATION rating 22 min), Soffit-Type DGLW(finish rating 22 min),Type LWX(finish rating 22 min),Type LW2X(finish rating 22 edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in, long Type W coarse wide beads down the length of both vertical edges of Mineral and Fiber Board(Item 14A). 3 03-04-2021 PRICING min), Veneer Plaster Base-Type LW2X (finish rating 22 min), Water Rated -Type LW2X (finish rating 22 min), Sheathing thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the , 02-25-2022 ISSUED FOR CONSTRUCTION -Type LW2X (finish rating 22 min), Soffit-Type LW2X(finish rating 22 min),Type DGL2W (finish rating 22 min), Water board. When used in widths other than 48 in.,gypsum panels are to be installed horizontally. 14E. Gypsum Board*— (For use with Item 14A) — 5/8 in. thick,4 ft wide, applied vertically over Mineral and Fiber ,I 06-03-2022 PERMIT SET Rated-Type DGL2W(finish rating 22 min), Sheathing-Type DGL2W(finish rating 22 min) Board(Item 14A)with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 11 ' CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C—Type LGFC6A(finish rating 21 min),Type LGFC2A, in.Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Type LGFC-C/A,Type LGFC-WD,Type LGLLX Fiber Board(Item 14A). Secured to outermost studs and bearing plates with 2 in. long Type S screws spaced 8 in. OC. NATIONAL GYPSUM CO —Type FSK finish ratio 2G min), T e FSK-G finish ratio 20 min),Type FSW finish ratio Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. Finish Rating YP ( 9 YP ( 9 ) YP ( 9 30 Min. 20 min),Type FSW-2(finish rating 24 min),Type FSW-3(finish rating 20 min),Type FSW-5(finish rating 22 min), Type 4 FSW-G (finish rating 20 min),Type FSK-C(finish rating 20 min),Type FSW-C(finish rating 20 min),Type FSMR-C, Type 4. Steel Corner Fasteners—(Optional)— For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back AMERICAN GYPSUM CO —Type AG-C FSW-6(finish rating 20 min),Type FSL(finish rating 24 min),Type FSW-8 side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge(not along tapered edges) of the gypsum board, no greater than 2 in. from comer of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Types C, PG-2(finish rating 20 min), PG-3(finish rating fastener. Comers of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. CERTAINTEED GYPSUM INC—Type FRPC,Type C 20 min),Types PG-3W, PG-5W(finish rating 20 min),Type PG-4(finish rating 20 min),Type PG-6(finish rating 23 min), 5. Batts and Blankets*— (Optional — Required when Item 6A is used(RC-1)) Glass fiber or mineral wool insulation. °'" Types PG-3WS, PG-5WS, PGS-WRS (finish rating 20 min), Types PG-5, PG-9(finish rating 26 min), PG-11 or Type PG-C Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be r1 friction-fitted to completely fill the stud cavities. CGC INC—Types C, IP-X2, IPC-AR j CERTAINTEED CORP PANEL REY S A—Type GREX, PRX; Types RHX, MD};, ETX (finish rating 22 min) JOHNS MANVILLE CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C—Type LGFC-C/A 11 KNAUF INSULATION LLC SIAM GYPSUM INDUSTRY(SARABURI)CO LTD— type EX-1(finish rating 26 min) MANSON INSULATION INC GEORGIA-PACIFIC GYPSUM L L C—Types 5, DAPC,TG-C OWENS CORNING HT INC,DIV OF OWENS CORNING—Corning Fiberglas Corp. 1 THAI GYPSUM PRODUCTS PCL—Type C,Type X (finish rating 26 min) NATIONAL GYPSUM CO —Types FSK-C, FSW-C ROCK WOOL MANUFACTURING CO — Delta Board. UNITED STATES GYPSUM CO —Type AR(finish rating 24 min),Type C(finish rating 24 min),Type FRX-G (finish rating 29 min),Type IP-AR(finish rating 24 min),Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min),Type PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type PG-C IP-X2(finish rating 24 min),Type SHX (finish rating 24 min),Type SCX (finish rating 24 min),Type SGX(finish rating 24 min),Type ULX(finish rating 22 min),Type WRX(finish rating 24 min),Type WRC(finish rating 24 min),Type ULIX ROXUL INC—Acoustical Fire Batts (finish rating 20 min) PANEL REY S A—Type PRC A� THERMAFIBER INC—Type SAFB, Prof. No: 1310.01 USG MEXICO S A DE C V—Type AR(finish rating 24 min), Type C(finish rating 24 min),Type WRX(finish rating 24 THAI GYPSUM PRODUCTS PCL—Type C . min),Type WRC(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type IP-X2(finish rating 24 min),Type SHX (finish rating 24 min), SCX(finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min), Drawn By: ' Type ULX(finish rating 22 min) 5A. Fiber,Sprayed*— (Not shown—Not for use with Item 6)As an alternate to Batts and Blankets(Item 5) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the � Drawing Title: application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: UNITED STATES GYPSUM CO —Types C, IP-X2, IPC-AR The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application 3A. Gypsum Board*—(As an alternate to Item 3) —5/8 in. thick gypsum panels, with beveled, square, or tapered instructions supplied with the product. When Item 6B is used, Fiber, Sprayed shall be INS735, INS745, INS765LD or j edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse INS770LD. USG BORAL ZAWAWI DRYWALL L L C SFZ—Type C thread gypsum panel steel screws spaced a max 8 in. DC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. U S GREENFIBER L L C—INS735&INS745 for use with wet or dry application. INS510LD, INS515LD, INS541LD, INS735, U L ASSEMBLIES AMERICAN GYPSUM CO —Types AGX-1 (finish rating 25 min.), M-Glass(finish rating 25 min.),Type AG-C(finish rating INS745, INS765LD, and INS770LD are to be used for dry application only USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR [�Z 25 min.) t1i 5B. Fiber,Sprayed*— (Not shown- Not for use with Item 6) As an alternate to Batts and Blankets(Item 5) and Item i 5A- Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification _ CERTAINTEED GYPSUM INC—Type C,Type X or Type X-1(finish rating 26 min) application instructions supplied with the product.Applied to completely fill the enclosed cavity. Minimum dry density of (such as Canada),respectively. 1:1 r 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation Last Updated on 2016-03-29 CGC INC—Type AR(finish rating 24 min),Type C(finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR i, (finish rating 24 min),Type IP-Xl (finish rating 24 mil),Type IP-X2(finish rating 24 min),Type SCX(finish rating 24 Questions? Print this page Terms of Use Page Top min),Type SHX(finish rating 24 min),Type WRC(finish rating 24 min),Type WRX (finish rating 24 min) 5C. Batts and Blankets*— Required for use with resilient channels, Item 7, 3 in. thick mineral wool batts, friction-fitted to fill interior of wall. © 2016 UL LLC 1-11 UNITED STATES GYPSUM CO —Type AR(finish rating 24 min),Type SCX (finish rating 24 min),Type SGX(finish rating THERMAFIBER INC—Type SAFB The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured • 24 min),Type C(finish rating 24 min),Type WRX(firish rating 24 min),Type WRC(finish rating 24 min),Type IP-X1 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-Up (finish rating 24 min),Type IP-X2(finish rating 24 min),Type SHX(finish rating 24 min),Type FRX-G (finish rating 24 Service. Always look for the Mark on the product. min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min) 5D. Glass Fiber Insulation—(As an alternate to Item 5C) — 3 in. thick glass fiber batts bearing the UL Classification Y Marking as to Surface Burning and/or Fire Resistance, friction-fitted to fill the interior of the wall. See Batts and In permits the reproduction ns the material contained in the Online Certification Directory subject a the following conditions: 1.The Guide Blankets(BKNV or BZJZ) Categories for names of Classified companies. Information,Assemblies, Constructions, Designs, Systems, and/or Certifications(files) must be presented in their entirety and in anon-misleading AO USG BORAL ZAWAWI DRYWALL L L C SFZ—Types C, SCX manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission 8 ' 'M 5E. Batts and Blankets*—(Required for use with Wall and Partition Facings and Accessories, Item 3D) —Glass fiber from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following insulation, nom 3-1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or format: "© 2016 UL LLC". REp AR USG MEXICO S A DE C V—Type AR(finish rating 24 min),Type C(finish rating 24 min),Type WRX (finish rating 24 less, friction fitted to completely fill the stud cavities. See Batts and Blankets Category(BKNV) for names of manufacturers. FO min),Type WRC(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type IP-X2(finish rating 24 min),Type SHX Gi \Q �V�F (finish rating 24 min),Type SCX,Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min) 5F. Fiber,Sprayed*— (Optional, Not Shown—Not for use with Items 6, 6A or 6B). As an alternate to Batts and ' S :A Blankets(Item 5) and Item 5A- Spray applied granulated mineral fiber material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, 3B. Gypsum Board*—(As an alternate to Item 3) — Nom 3/4 in. thick, installed with 1-7/8 in. long cement coated nails Sprayed (CCAZ). I I - as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. 5G. Fiber,Sprayed*— (Optional, Not Shown— Not for use with Items 6, 6A or 6B). As an altemate to Batts and UL-0305 1 -HOUR FIRE BARRIER AND/OR LOAD-BEARING WALL A� D �� �T IA 1 SCALE: N.T.S NJ 21A101611100-DE S5 04297"1-PARA-409294 *NOTE REVISIONS *NOTE REVISIONS THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE RESISTANCE DIRECTORY. ZONE REV DESCRIPTION DATE APPROVED FROM THE 2004 EDITION OF THE UL FIRE RESISTANCE DIRECTORY, ZONE REV DESCRIPTION DATE APPROVED System No.W-L-1228 System No.W-L-2300 May 19, 2005 F Ratings May 19, 2005- 1 &2 Hr See Item 1 a r c h i t e c t s s F Rating - 1 and 2 Hr (See Item 1) 9 ( ) T Rating - 0, 1/2 and 1 Hr (See Item 3) T Ratings - 0 & 1/2 Hr (See Item 1) 1.Wall Assembly-The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be L Rating At Ambient - Less Than 1 CFM/sq ft constructed of the materials and in the manner described in the individual U300,U400 or V400 L Rating At 400 F- 2 CFM/sq ft 1.Wall Assembly-The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following 500 Kings Highway South constructed of the materials and in the manner described in the individual U400 or V400 series construction features: i Wall and Partition Design in the UL Fire Resistance Directory and shall include the following Cherry Hill, NJ 08034 A.Studs-Wall framing may consist of either wood studs or steel channel studs.Wood studs to construction features: consist of nom 2 in.by 4 in.(51 mm by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel 856.770.1060 A.Studs-Wall framing shall consist of min 3-5/8 in.(92 mm)wide steel channel studs studs to be min 3-1/2 in.(89 mm)wide spaced max 24 in.(610 mm)OC. B.Gypsum Board*-The gypsum board type,thickness,number of layers,fastener type and off ice a@?kd-a reh.eo m spaced max 24 in.(610 mm)OC. sheet orientation shall be as specified in the individual U300 or 0400 Series Design in the UL Fire B.Gypsum Board*-Thickness,type,number of layers and fasteners shall be as specified in > R the individual U400 series Wall and Partition Design in the UL Fire Resistance Directory.Max w 1 Resistance Directory.Max diam of opening is 4 in.(102 mm). KDA area of opening is 67-1/2 sq.in.(435 sq cm)with max dimension of 22-1/2 in.(572 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 1 .•� assembly in which it is installed. I The hourly T Rating is 0 and 1/2 Hr for 1 and 2 Hr rated assemblies,respectively. -_ J{ �•A 2.Through Penetrant-One or more nom 2 in.(51 mm)diam(or smaller)rigid steel Conduit 2.Through Penetrants-One or more nonmetallic pipes,conduits or tubes installed g Concentrically or eccentrically within opening.Annular space between penetrants and periphery of or electrical metallic tubing(EMT)installed either concentrically or eccentrically within the I firestop system.The annular space between conduits or tubing and periphery of opening shall be opening to be min 0 In.(point contact)to max 1 in.(0 mm to max 25 mm).Space between :a. min 0 in.(point contact)to max 1-1/4 in.(0 mm to max 32 mm).The space between conduits penetrants shall be min 0 in.(point contact)to max 1 in.(0 mm to max 25 mm).Penetrants to .a i or tubing shall be min 1/4 in.to max 1 in.(6 mm to max 25 mm).Conduit or tubing to be rigidly be rigidly supported on both sides of wall.The following types and sizes of penetrants may be ° supported on both sides of wall assembly. used: *_ - A.Polyvinyl Chloride(PVC)Pipe-Nom 1-1/2 in.(38 mm)diam(or smaller)Schedule 40 t 3.Fill,Void or Cavity Material Caulk or Sealant-Min 5/8 In.(16 mm)thickness of fill material applied within the annulus,flush with both surfaces of wall.Min 1/2 in.(13 mm)diam O O solid or cellular core PVC pipe for use in closed(process or supply)or vented(drain,waste or i a bead of caulk applied to the penetrant/gypsum board interface at the point contact location on vent)piping systems. B.Rigid Nonmetallic Conduit++-Nom 1-1/2 in.(38 mm)diam(or smaller)Schedule 40 -- - -- � 00 -- - PVC conduit installed in accordance with Article 347 of the National Electrical Code(NFPA No.70). - both sides of wall. -- � � - --. The hourly T Rating of the firestop system is 0 Hr when used in 1 Hr rated assemblies. C.Chlorinated Polyvinyl Chloride(CPVC)Pipe-Nom 1-1/2 in.(38 mm)diam(or smaller) The T Rating for 2 Hr rated assemblies is 1/2 and i Hr for FireDam 150+and CP SDR13.5 CPVC pipe for use in closed(process or supply)piping systems.D.Crosslinked Polyethylene(PEX)Tubing-Nom 1 in.(25 mm)diam(or smaller)SDR 9 ; 25WB+,respectively. PEX tubing for use in closed(process or supply)or vented(drain,waste or vent)piping systems. /� 3. R 3M COMPANY-IC 15WB+,CP 25WB+,FireDam 150+caulk or FB-3000 WT sealant. ' A LJ *Bearing the UL Classification Mark I 2 applied Vwith n annulus,flushid or Cavityrialwith both surfac sealant of wall.Min 1/4 in.(6 mm)d ah of caulk -® m bead of caulk .; a I � � applied to gypsum board/penetrant interface at point contact location on both sides of wall. 's 3M COMPANY-IC SSWB+,CP 25WB+caulk or FB-3000 WT sealant (Note:CP 25WB+not suitable for use with CPVC pipes.) a *Bearing the UL Classification Marking SECTION A-A SECTION A-A P E N E T RAT I 0 N DETAIL WALL PRO ECT CURRENT INDEPENDENT LABORATORIES UL FOR SYSTEMS OR DESIGN DETAILS.SIGNATURE DATE PENETRATION DETAIL WALL CONSULT CURRENT INDEPENDENT LABORATORIES UL FOR SYSTEMS OR DESIGN DETAILS.SIGNATURE DATE SHT 1 of WL1228.DWG WL2300.DWG 2 MULTI CONDUITS METALLIC SYSTEM/DESIGN NO. DATE SNOT OR USE AS al a..I,b te�n�al mh�athn�emendab°n, 3 MULTI CONDUITS N 0 N-METALLIC SYSTEM/DESIGN N0. DATE All#atem<nb to hni m,°,ma,°n re=°m<"date N.T.S. W-L-1228 05-19-2005 CONSTRUCTION °"bine°ne en,re haus on tew we b.lMy+to no NOT FOR USE AS =onto A0.9 elo Howe er bri=e themndtwn,gf goo ane W-L-2300 05-19-2003 med here,n arebasednnha,webf, tobe',F DOCUMENT. •ppik.w rabeyondour mntmi.3Msh,ll,1 b•nabl, AO 9 N.T.S. CONSTRUCTION ra_ Moyreverwn<e h<coodmonsoyuse and 3M Fire Protection Products DRAWING NOT TO W yds q d, or conuquenehl rosukmq from DOCUMENT. of iKanon,ro done our con�iYeM.bfe5Y 11n9'r�,�i any dams duett or con "`nuotHwmater"'erde,"""'"''°nlywa"'"" 3M Fire Protection Products DRAWING NOT TO theuuoftmzmatenalordezign.3M'sonlywartan� SCALE. 0,11 be to r W,,our p duo+p,wed b be derecbva. SCALE. a 11 be h replace� products prayed to be derect Te - *NOTE REVISIONS *NOTE REVISIONS THIS MATERIAL WAS EXTRACTED BY 3m FIRE PROTECTION PRODUCTS ZONE REV DESCRIPTION DATE APPROVED THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS ZONE REV DESCRIPTION DATE APPROVEDL`" FROM THE 2004 EDITION OF THE UL FIRE RESISTANCE DIRECTORY. FROM THE 2004 EDITION OF THE UL FIRE RESISTANCE DIRECTORY. System No.W-L-3195 System No.W-L-5168 May 19 2005 1.Wall Assembly-The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be Y 19 r 2005 y r May 1.Wall Assembly-The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed s - 1 &2 Hr See Item 1 constructed of the materials and in the manner described in the individual 0300,U400 or V400 F Ratings - 1 & 2 Hr (See Item 1) of the materials and in the manner described in the individual U300,U400 or V400 Series Wall or F Ratings ( ) Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following T Ratings - 0, 1/2, 3/4, 1-1/4 and 1-1/2 Hr (See Item 3) Partition Design in the UL Fre Resistance Directory and shall include the following construction T Ratings - 0 & 1/2 Hr (See Item 1) construction features: 9 features: A.Studs-Wall framing may consist of either wood studs or steel channel studs.Wood studs to A.Studs-Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 in.by 4 in.(51 mm by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs consist of nom 2 in.by 4 in.(51 mm by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 3-1/2 in.(89 mm)wide spaced max 24 in.(610 mm)OC. to be min 3-1/2 in.(89 mm)wide spaced max 24 In.(610 mm)OC. B.Gypsum Board*-The gypsum board type,thickness,number of layers,fastener type and B.Gypsum Board*-The gypsum board type,thickness,number of layers,fastener type and sheet orientation shall be as specified In the individual U300 or U400 Series Design in the UL Fire sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory.Max diam of opening is 5 in.(127 mm). Resistance Directory.Max diam of opening is 12-1/2 in.(318 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall /� The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall 2 assembly in which it is installed. ® assembly in which it is installed. O A The hourly T Rating is 0 and 1/2 Hr for 1 and 2 Hr rated assemblies,respectively. 2.Through Penetrants-One metallic pipe or tubing installed concentrically or eccentrically within 2.Steel Sleeve(Optional)-Cylindrical sleeve fabricated from min 0.018 in.(0.46 mm)thick(No. I opening.Penetrant to be rigidly supported on both sides of wall.The following types and sizes of 28 gauge)galy sheet steel and having a min 1 in.(25 mm)lap along the longitudinal seam. penetrants may be used: Length of sleeve to be equal to or max 2 in.(51 mm)greater than the thickness of wall.Ends of sleeve to be flush with or extend a max 1 in.(25 mm)beyond each surface of wall. I A.Steel Pipe-Nom 8 In.(203 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. B.Iron Pipe-Nom 8 in.(203 mm)diam(or smaller)cast or ductile iron pipe. 3.Cables-Max 4 in.(102 mm)diam cable bundle installed eccentrically or concentrically within C.Copper Tubing-Nom 4 in.(102 mm)diam(or smaller)Type L(or heavier)copper tubing. opening.Annular space between cable bundle and periphery of opening or sleeve to be min 0 in. D.Copper Pipe-Nom 4 in.(102 mm)diam(or smaller)Regular(or heavier)copper pipe. (point contact)to max 1 in.(0 mm to max 25 mm).Cable bundle to be rigidly supported on both sides of wall.The following types and sizes of cables may be used: 3.Pipe Covering*-Nom 1 in.,1-1/2 in.or 2 in.(25 mm,38 mm or 51 mm)thick hollow cylindrical heavy density glass fiber units jacketed on the outside with an all seryice jacket. A.Max 2 pair 22 AWG(or smaller)copper conductor with polyvinyl chloride(PVC) �' Longitudinal joints sealed with metal fasteners or factory-applied SSL tape.Transverse joints insulation and jacketing material. secured with metal fasteners or with butt tape supplied with the product.Annular space between J.i B.Max 1/C No.350 kcmil(or smaller)copper conductor cable with cross-linked polyethylene pipe covering and periphery of opening to be min 0 in.(point contact)to max 1-7/8 in.(0 mm to (XLPE)or PVC jacket. max 48 mm). C.Max 7/C No.12 AWG(or smaller)copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket. See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory D.Max 3/C No.2/0 AWG(or smaller)copper or aluminum conductor SER cables with XLPE or for names of manufacturers.Any pipe covering material meeting the above specifications and PVC insulation and jacket, bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke E.Max 4/C No.2/0 AWG(or smaller)copper conductor,aluminum clad or steel clad TECK 90 Developed Index of 50 or less may be used. cable with or without PVC jacketed. F.Max 110/125 fiber optic(F.O.)cable with PVC insulation and jacket. The hourly T Rating is 1-1/4 Hr for pipe coverings of nom 1 in.and 1-1/2 in.(25 mm and G.Max 3/C with ground No.8 AWG(or smaller)copper conductor NM cable with PVC insulation 38 mm)thick for 2 Hr rated assemblies. and jacket. O The hourly T Rating is 1-1/2 Hr for pipe coverings of nom 2 in.(51 mm)thick for 2 Hr H.Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I rated assemblies. I.Max 4 pair No.24 AWG(or smaller)copper conductor data cable with Hylar jacket and The hourly T Rating is 1/2 Hr for pipe coverings of nom 1 in.and 1-1/2 in.(25 mm and 38 roinsulation. mm)thick for 1 Hr rated assemblies. - J.Through Penetrating Product*-Any cables,Armored Cable+or Metal Clad Cable+ The hourly T Rating is 3/4 Hr for pipe coverings of nom 2 in.(51 mm)thick for 1 Hr rated A Q u currently Classified under the Through Penetrating Product category. H assemblies. See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of -_ 1 R manufacturers 3 i' 4.Fill,Void or Cavity Material*-Caulk or Sealant-Min 5/8 in.(16 mm)thickness of caulk applied within annulus,Flush with both surfaces of wall.Min 1/4 in.(6 mm)diam bead of caulk S 4.Fill,Void or Cavity Material*-Caulk or sealant-Min 5/8 in.(16 mm)thickness of caulk applied to gypsum board/pipe covering interface at point contact location on both sides of wall. SECTION A-A applied within annulus,flush with both surfaces of wall.Min 1/4 in.(6 mm)diam bead of caulk applied to gypsum board/cable bundle interface at point contact location on both sides of wall. /� 3M COMPANY-CP 25WB+,IC ISWB+caulk or FB-3000 WT sealant 3M COMPANY-IC 15W B+,CP 25WB+caulk or FB-3000 WT sealant SECTION A-/ *Bearing the UL Classification Marking P E C O N I C 7i *Bearing the UL Classification Marking - CONSULT CURRENT INDEPENDENT LABORATORIES UL FOR SYSTEMS OR DESIGN DETAILS. - CONSULT CURRENT INDEPENDENT LABORATORIES UL FOR SYSTEMS OR DESIGN DETAILS. LANDING PENETRATION DETAIL PENETRATION DETAIL - - - ,IDWG WALL MULTI ABL PROJECT SIGNATURE DATE - PROJECT SIGNATURE DATE CABLES S SHT 1 of ]. SHT 1 of 1 _ OTFORU USE WALL INSULATED OTFORU USE (} SYSTEM/DESIGN N0. DATE al,btemene,,t«nnKai lnrormaewn recomendabpn, 5 SYSTEM/DESIGN NO. DATE c ,btemenb,tecnnKarnhrmanon rHomenaabon NOT FOR USE AS NOT FOR USE AS W-L-3195 05-19-2005 CONSTRUCTION ^^°"^ed°erem ar<ba ed on t<.b w.ba.eye t°°• M ainM Heron are bazetl on[ezb we bel eve to b A0.9oble.Howe er since ens mnemom or us.aria W-L-5168 05-19-2005 CONSTRUCTION eb,bla However:rice me<omm�nn,or u.e and "' R /■/_�� N.T.S.N.T.S. DOCUMENT. +pvh=ahn are herons our comrol,3M,n,n not be conk N.T.S. DOCUMENT. +polMaaon arc heron°our cono-o6 3M,Hai not be hat; PUB DINING N I N V DRAWING NOT TO hr am d,mage d.ea or cd-9,.eW ulyk from A0.9 DRAWING NOT TO h,...ftagemrectorconreouennai re,wnng erore' 3M Fire Protection Products the uuof[Hrsmatenaordezign.3M'son ly wartanty 3M Fire Protection Products ha uuof thlsmatenalor="p".3M'sonly wart•nt SCALE. snan w m ropi•n our produaz prto be aaectwe. SCALE. sn,n be to replace our proeuns provoe to be eaenwf I *NOTE REVISIONS *NOTE REVISIONS t� & PORCH THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS =i FROM THE 2004 EDITION OF THE UL FIRE RESISTANCE DIRECTORY ZONE REV DESCRIPTION DATE APPROVED FROM THE 2004 EDITION OF THE UL FIRE RESISTANCE DIRECTORY. ZONE REV DESCRIPTION DATE APPROVE ADDITION System No.W-L-1296 1.Wall Assembly-The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be System No. F-C-1006 constructed of the materials and in the manner described in the individual U300,0400 or V400 May 23, 2005 Sees Wall or Partition Desi and shall include the following September 03, 2004 Series in the UL Fire Resistance Directory F Ratings - 1 &2 Hr (See Item 1) construction features: q ry 1500 BRECKNOCK RD (Formerly System Plo. 453) 1.Floor-Ceiling Assembly-The 1 hr fire rated wood joist,wood truss or combination wood and steel T Ratings - 0 & 1 4 Hr See Item 1 F Rating - 1 Hr truss Floor-Ceiling assembly shall be constructed of the materials and in the manner described in the g / ( ) A.Studs-Wall framing may consist of either wood studs or steel channel studs.Wood studs VILLAGE OF T Rating - 1 Hr individual L500-Series Design in the UL Fire Resistance to consist of nom 2 in.by 4 in.(51 mm by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel Directory,as summarized below: studs to be min 3-1/2 in.(89 mm)wide spaced max 24 in.(610 mm)OC. L Rating At Ambient- Less Than 1 CFM/sq ft B.Gypsum Board*-The gypsum board type,thickness,number of layers,fastener type and GREEN PORT, NY 11944 L Rating At 400 F- Less Than 1 CFM/sq ft A.Joists or Trusses-Nom 2 by 10 in.lumber joists,min 12 in.deep parallel chord trusses sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire fabricated from nom 2 by 4 in.lumber in conjunction with galy steel truss plates or Structural Wood Resistance Directory.Max diam of opening is 10-5/8 in.(270 mm). ? SUFFOLK COUNTY Members*with bridging as required. B.Flooring-Nom 3/4 in.thick plywood flooring with or without Floor Topping Mixture*.Maxr -►-A i The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall y diam of opening is 5 in. 3 I 1 assembly in which it is installed. C.Furring Channels-Rigid or resilient galy steel furring channels installed perpendicular to bottom 2 The hourly T Rating is 0 and 1/4 Hr for 1 and 2 Hr rated assemblies,respectively. ,q chord of trusses. 1TB D.Gypsum Board*-Nom 4 ft wide by 5/8 in.thick,screw-attached to furring channels.Max diam / 3 2.Through Penetrants-One metallic pipe,conduit,tubing or flexible metal pipe installed A of opening is 1-1/4 in. concentrically or eccentrically within opening.Annular space between penetrant and periphery of ,,J( opening to be min 0 in.(point contact)to max 2 in.(0 mm to max 51 mm).Penetrant to be ! 1.1 Chase Wall(Optional,now shown)-The through penetrants(Item No.2)may be routed through rigidly supported on bath sides of wall.The following types and sizes of penetrants may be used: a 1 hr fire-rated single,double or staggered wood stud/gypsum wallboard chase wall constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL A.Steel Pipe-Nom 8 in.(203 mm)diam(or smaller)Schedule 5(or heavier)steel pipe. Issued For. Fre Resistance Directory and shall include the following construction features: B.Iron Pipe-Nom 8 In.(203 mm)diam(or smaller)cast or ductile iron pipe. C.Conduit-Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing(EMT)or PRICING SET A.Studs-Nom 2 by 6 in.or double nom 2 by 4 In.lumber studs. I nom 6 in.(152 mm)rigid steel conduit. B.Sole Plate-Nom 2 by 6 in.or parallel 2 by 4 in.lumber plates,tightly butted. D.Copper Tubing-Nom 4 in.(102 mm)diam(or smaller)Type L(or heavier)copper tubing. C.Top Plate-The double top plate shall consist of two nom 2 by 6 in.or two sets of parallel 2 by 4 E.Copper Pipe-Nom 4 in.(102 mm)diam(or smaller)Regular(or heavier)copper pipe. 'i 1 inlumber plates,tightly butted.Max diam of opening is 5 in. I F.Through Penetrating Product*-Flexible Metal Piping-The following types of steel D.Gypsum Board*-Thickness,type,number of layers and fasteners shall be as specified in Flexible metal gas piping may be used: Date, individual Wall and Partition Design. 1.Nom 2 in.(51 mm)diam(or smaller)steel Flexible metal gas piping.Plastic covering on 2.Pipe or Conduit-Nom 10 in.diam(or smaller)Schedule SO(or heavier)steel pipe or cast iron 12-23-2020 _ I piping may or may not be removed on both sides of floor or wall assembly. pipe,nom 4 in.diam(or smaller)steel conduit or steel EMT or nom 3 in.diam(or smaller)Type L(or heavier)copper tubing.Pipe to be installed approx midway between joists or trusses and centered in I OMEGA FLEX INC l DATE RELEASE circular cutouts.Diam of circular cutouts is 1/4 in.to 1/2 in.larger than diam of the pipe.Pipe to be rigidly supported on both sides of Floor-Ceding assembly. I 2.Nom 1 in.(25 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on 11-02-2020 PRICING 3.1 piping may or may not be removed on both sides of floor or wall assembly. ( q within hin the a n Cavity Materials*-Caulk fl Sealant-Min 3/4 in.thickness of fill material applied 01-12-2021 EQUIPMENT MEP COORDINATION within[he annulus,Flush with top surface of Floor or sole plate.Min 5/8 in.thickness of fill material TITEFLEX CORP,A BUNDY CO 03-04-2021 PRICING _ - applied within the annulus,Flush with bottom surface of ceiling or top plate.An additional min 1/4 in. -----_--_ _ crown of fill material applied to perimeter of penetrant at its egress from the[op of Flooring and 3.Nom 1 in.(25 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on ,; 02-25-2022 ISSUED FOR CONSTRUCTION underside of ceiling or from top of sole plate and underside of top plate. I piping may or may not be removed on both sides of floor or wall assembly. 06-03-2022 PERMIT SET 3M COMPANY-CP 25WB+caulk or FB-3000 WT sealant. I WARD MFG INC *Bearing the UL Classification Marking LA 3.Fill,Void or Cavity Material*-Caulk or Sealant-Min 5/8 in.(16 mm)thickness of caulk applied within annulus,Flush with both surfaces of wall.Min 1/4 in.(6 mm)diam bead of caulk 3 applied to gypsum board/penetrant interface at point contact location on both sides of wall. ID 1 V SECTION A-A 3M COMPANY-IC SSWB+,CP 25WB+caulk or FB-3000 WT sealant. *Bearing the UL Classification Mark PENETRATION DETAIL - _ CONSULT CURRENT INDEPENDENT LABORATORIES(U4 OPLJ FOR SYSTEMS OR DESIGN DETAILS CONSULT CURRENT INDEPENDENT LABORATORIES UL FOR SYSTEMS OR DESIGN DETAILS. PROJECT SHT 1 Of 1 SIGNATURE DATE PENETRATION DETAIL PROJECT SHT 1 of 1 SIGNATURE DATE CEILING METALLIC FC1006.DWG WL1296.DWG 6g 6 SYSTEM/DESIGN NO. DATE NOT FOR USE WALL METALLIC `- 8 a wn..yt«nrt=H aeon am mme.war SYSTEM/DESIGN NO. DATE NOT FOR USE AS ui sbt<mems,tecnmoi inrormanon.a=omemabo A0.9 N.T.S. F-C-1006 AS -a. .n� „ ag ;da ,a 7 W-L-1296 05-23-2005 ontaneeneremaabauaoneeswebebeveob CONSTRUCTION �vww �o,a.0 ar*wu,Kr eai M mw'w< CONSTRUCTION mW.h However,on=e m<=onmtron,oruu ane DOCUMENT. en or rw„eo,w,y;a,r„a� trom°tre y�a m.mm�'a DOCUMENT. ap 1nG aro beyond our control,3M:roan not be I-vt 3M FIRE PROTECTION PRODUCTS DRAWING NOT °'ad�q 3M'anwy,:wrwn.HHlba°=amu+ny�n AO 9RAWING NOT TO fOr+ny damage Brett pr=^nee°°^°•,. °nq hpp y' TO SCALE °°'�°°-°°h°"�°' N.T.S.N•T•S• 3M Fire Protection Products theuseo the m•tw,l w dengn.3M's wly wamne SCALE. ,Han be to ropiace our p,oduce,proved to be eaemd ; *NOTE REVISIONS 't THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS System No. F-C-5002 ZONE REv DESCRIPTION DATE APPROVED FROM THE 2004 EDITION OF THE UL FIRE RESISTANCE DIRECTORY. May 19, 2005 F Rating - 1 Hr ; T Rating - 1 Hr 1.Floor Assembly-The fire rated wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed of the materials and in the manner described in the individual L Rating At Ambient - 7 CFM/sq ft 1500-Series Designs in the UL Fire Resistance Directory and shall include the following construction L Rating At 400 F - Less Than 1 CFM/sq ft features: A.Trusses-Min 12 in.(305 mm)deep parallel chord trusses fabricated from nom 2 in.by 4 in.(51 mm by 102 mm)lumber in conjunction with galy steel truss plates or Structural Wood Members*with bridging as required. I B.Flooring-Nom 3/4 in.(19 mm)thick plywood Flooring with or without Floor Topping Mixture*. Max diam of hole-sawed opening in Flooring is 7 in.(178 mm). C.Furring Channels-Rigid or resilient galy steel furring channels installed perpendicular to bottom 2 chord trusses. Proj. No: 1310.01 D.Gypsum Board*-Nom 4 ft(122 cm)wide by 5/8 in.(16 mm)thick,screw-attached to furring Schannels.Max diam of holesawed opening in gypsum wallboard ceiling is 7 in.(178 mm). 1 Drawn By: 2.Pipe-Nom 4 in.(102 mm)diam(or smaller)Schedule 10(or heavier)steel pipe or nom 3 in.(76 3 mm)diam(or smaller)Type L(or heavier)copper pipe.Pipe to be installed approximately midway 4 / between trusses and centered in circular cutouts in flooring(Item 1B)and gypsum wallboard ceiling Drawing Title: (Item SD).Diam of circular cutouts in flooring and gypsum wallboard ceiling to be 1/2 in.to 3/4 in.(13 MITI by 19 mm)larger than outside diam of pipe covering(Item 3)or tube insulation(Item 3A)on pipe.Pipe to be rigidly supported on both sides of Floor-Ceiling assembly. 3.Pipe Covering*-Nom 1 in.(25 mm)thick hollow cylindrical heavy density glass fiber units - - jacketed on the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or - - factory-applied self-sealing lap tape.Transverse joints secured with metal fasteners or with butt strip ASSEMBLIES � r-t wM I r- t - - tape supplied with the product. �.; 1 /� /� See Pipe and Equipment Covering-Materials*(BRGU)category in Building Materials Directory for H H names of manufacturers.Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 3A.Tube Insulation-Plastics+-As an alternate to the glass fiber pipe covering(Item 3),nom 1/2 FIRESTOP NOTE S in.or 5/8 in.(13 mm by 16 mm)thick acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam furnished in the form of tubing with skin may be used. See Plastics(QMFZ2)category in the Recognized Component Directory for names of manufacturers. NOTES; Any Recognized Component tube insulation material meeting the above specifications and having a UL 01C 94 Flammability Classification of 94-5VA may be used. m4.Fill,Void or Cavity Materials*-Wrap Strip-Nom 1/4 in.thick intuescent elastomeric material 1. PENETRATION FIRESTOP METHODS ARE NOT INTENDED TO BE INCLUSIVE OF EVERY TYPE IN THIS BUILDING,BUT ARE PROVIDED AS A faced on one side with aluminum foil,supplied in 2 in.wide strips.Nom2 in.wide strip tightly wrapped BASIS OF DESIGN FOR THE TYPICAL TYPE FOUND IN A BUILDING. THE CONTRACTOR IS TO SUBMIT SHOP DRAWINGS FOR EACH T YPE around pipe covering or tube insulation(foil side exposed),secured with two steel tie wires and slid into hole-sawed opening in Flooring(Item 18)and In gypsum wallboard ceiling(Item ID).Bottom edge OF FIRESTOP PENETRATION FOR ALL DUCTS,PIPES,CONDUITS,WIREWAYS,ETC.THAT WILL MEET THE UL RATING OF THE ASSEMBLY - - of wrap strip to project 9/16 In.to 11/16 in.(14 mm to 17.5 mm)below bottom surface of flooring and BEING PENETRATED. - - below bottom(ceiling)surface of gypsum wallboard. 3M COMPANY-Fs-195,FS-195+ 2. THE CONTRACTOR IS DIRECTED TO THE ARCHITECTURAL DRAWINGS FOR THE SPECIFIC ASSEMBLIES THAT ARE FIRE RATED AND A S.Fill,Void or Cavity Materials*-Caulk or Sealant-Nom 1/4 in.(6 mm)thickness of caulk to be applied to the exposed edge of the wrap strip layer(top of flooring and bottom of gypsum wallboard LIST OF THE UL ASSEMBLY N UMBERS.THE CONTRACTOR SHALL VERIFY THE SPECIFIC AREAS BY REFERRING TO THE ARCHITECTURAL D ceiling).Generous application of caulk to be applied to fill all gaps at the wrap strip/flooring and wrap DRAWINGS. strip/gypsum wallboard ceiling interfaces. 3M COMPANY-CP 25WB+,IC 15wB+,FireDam 150+caulk or FB-3000 WT sealant3. THE CONTRACTOR SHALL FOLLOW THE SPECIFIC INSTALLATION DETAILS AND GUIDELINES LISTED BY THE MANUFACTURER OF THE ED A *Bearing the UL Classification Marking PRODUCT BEING USED. ��5 Q FOU/, ^ P E N E T RAT I 0 N DETAIL CONSULT CURRENT INDEPENDENT LABORATORIES UL FOR SYSTEMS OR DESIGN DETAILS. `•/Z PROJECT SHT 1 of 1 SIGNATURE DATE 4. APPROVED MATERIAL MAY BE PROVIDED BY 3M PROTECTION PRODUCTS OR HILTI OR EQUAL. CEILING - INSULATIONS FCFOR USE AS d,{ 8 SYSTEM/DESIGN NO. DATE "p NOT FOR USE AS All aahmenb,tachnn:al mrortn,thn r.<om.ne t,b, 3 F-C-5002 05-19-2005 CONSTRUCTION contained herein are ba ed on tests we Wt,be memo.Hobe Mnce h•,W,3M n,li use ane N.T.S. DOCUMENT. apples+bon are beyond our control,3M shall not be Noble A0.9DRAWING NOT TO foranydamage tr or mnzequantW re ulbnq room O O 3M Fire Protection Products theuz•o Num•tenala daslgn.3Mlonlywamny V '�' SCALE. :nal be h ropl+ce our product.proyoe to be dere y 1 NOT USED rD�FFQ'�'£S A A0.9 NJ 21A101611700-DE 4297&01 PARA409294 5 6 6.6 r 6.7 6.8 6.99) 7 8 29'-0"V.I.F. 6 1 16" 21'-4 5/8' V.I.F. 7'-8' I.F. 5 1/16" 6-11 11/16" I T-11 1/2" 6-9 15 T-1 1/2" 6 5/8" 5-9 15/16" /16" 1 6-111 1/4" 1' 7" 1'-7"11 r GENERAL PLAN NOTES T 35 O' NEW WALL CONSTRUCTION T-515/16" 51-101/16" 5'-9115/16" 1) 5'-101116" 11 5'-915/16" 11 6" 11 5'-101/16" T-6' EXISTING WALL TO REMAIN a r c h i t e c t s A NOT IN CONTRACT (N.I.C.) 500 Kings ig way South ------------- -- ----------- ----- ------- ------- Cherry Hill, NJ 08034 856.770.1060 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF < W ofiice@kd-arch.com _J >_ WORK. 00 W 2. ALL INTERIOR DIMENSIONS ARE TO FINISH FACE OF PARTITIONS UNLESS OTHERWISE NOTED. > co AT TILED WALLS, DIMENSIONS ARE TO THE FACE OF THE BACKERBOARD / GWB. 3. ALL EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF STUD AND FOUNDATION UNLES� OTHERWISE NOTED. co EDGE OF CONC. FIRE PIT ITH I i I PAVING REFER 4 4. REFER TO CA.1 FOR FIRE AND SMOKE RATED PARTITION LOCATIONS. iv NATURA ELEC. TO CIVL. 5. REFER TO A0.6 FOR PARTITION TYPES. EQ. E 6. REFER TO A6 SERIES FOR-DOOR-AND WINDOW SCHEDULES AND DETAILS. J VINYL AND 7. REFER TO A5 SERIES REFLECTED CEILING PLANS FOR ADDITIONAL INFORMATION. CABLE RAILING TYP. 8. REFER TO K SERIES FOOD SERVICE DRAWINGS FOR FOOD SERVICE EQUIPMENT TO BE 041 1 i I i I 1 1INSTALLED IN PANTRIES AND KITCHENS. 9. REFER TO SPECIFICATIONS AND A2 SERIES PLANS FOR APPLIANCES NOT INDICATED ON FOOD SERVICE DRAWINGS. r2' A3.1 I A2 1 I 10. REFER TO A9 SERIES INTERIOR DRAWINGS FOR CABINETRY ELEVATIONS AND DETAILS. 11. ALL DOORS TO BE 4" FROM CORNER WALL UNLESS OTHERWISE NOTED. 00 36-5 3/4" I 1 19 12. ALL NEW PARTITIONS ABUTTING EXISTING CONSTRUCTION SHALL BE ALIGNED TO PRODUCE A C? 1.�9 1Y16' CONTINUOUS FACE. REPAIR AND PATCH EXISTING WALLS TO MATCH THE FIRE RATING AND 11-911/16," 9'-7 5/8" �'-013/8", 9'-7 5/8" 2'-0 /8" 9'-7 5/8" THICKNESS OF ADJACENT WALL. lo I --) EQ. EQ. EQ. 13. COORDINATE ALL PENETRATIONS AND CUTOUTS REQUIRED WITH STRUCTURAL AND MEP. P_ I 14. CREATE DEPRESSIONS FOR FLOOR SCALES, DEPRESSED FLOOR SLABS AND CUT SLOTS FOR (71) TRENCH DRAINS WHERE INDICATED ON DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR ..... RE-FRAMING AND DEPRESSION DETAILS. ........ 15. ROOF AND ROOF OVERFLOW DRAIN LOCATIONS AND ROUTING INDICATED. REFER TO PLUMBING AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3 I I NEW CONCRET H THIS 16. FIRE EXTINGUISHER TYPE AND SIZE TO BE DETERMINED BY LOCAL A.H.J. AND/OR FIRE A4.1 AREA, REFER TO CIVIL MARSHALL. PROVIDE FIRE EXTINGUISHER CABINETS WITH FIRE RATING NOT LESS THAN THE DWGS RATING OF THE SURROUNDING PARTITION. REFER TO FIRE EXTINGUISHER CABINET SCHEDULE ON SHEETA0.4. .. ....... 13.2 - - - - - - - - - - - - - LO NEW CONCRETE THIS 00 r2 1 f > AREA, REFER TO CIVIL (71) 00 rn DWGS C? N PORCHC\1 C qT (0 9 - - EXISTING -A - -- - - 4 NEW STEEL H PORCH 00 COLUMN(S) TYP. C? REFER TO E TRLIC�I bo I I I 00 r3 CA2.2 - A3.2 00 7- to- rl- I : r4 71 V) 29'-0 11/16" 7-1 1 13/16" 5" 106" 1'.5" T-11 13/16" Ilk 'k 5'-0" 5'-0"CLEAR 7 IA- ODI BE AT Cy > 4 IN COEC 0 izz OR EE RLI . 13 13 13100 1 _J 7 0 LLJ 140 W PECONIC CENTERLINE OF CASED C0 LO q Z LU I W I r5 A 19 "1- :)1 1 zo OPENING, BAR AND CLG < U) W 'A4-�1 <$> t I < LANDING I r=LL < W U IM/Opp x 4.1 1 LU U_ EC GRID ABOVE TO ALIGN EQ LU W LL LL WN PUB DINING ALIGN ok E ST G 12'-5 1/41'CLEAR to 2'-0" & PORCH DI IN R EQ EQ T-5 3/8" co E / Izo ADDITION EXISTING 0), NI C) LIVING ROOM CD co 1500 BRECKNOCK RD 13 > VILLAGE OF BAR r12 C-0 0-1 1 - /7 1 -L I < L4 GREENPORT, NY 11944 0 A9.2 A01 W A4.1 SUFFOLK COUNTY A4. I D Ak 718AR CENTER I C14 0) 2'-0" 0Issued For: J SET L < > PRICING L + 4- - Date: A9.1 A9.2 CY') 12-23-2020 / ------ ........ ..... ...... DATE RELEASE EQ EQ A9.2 11-02-2020 PRICING 1+1 STING A1.3 11 A9.2 01-12-2021 EQUIPMENT MEP COORDINATION 9'-1 7/16"V.I.F. T-2 1/2" 1 7-11" 3'-2 1/2" '-0" 0 03-04-2021 PRICING ILI - 4'-11 1/16' 5'-0 13/16" L. 2 11 T 02-25-2022 ISSUED FOR CONSTRUCTION OR�RIIDOR EQ ALIGN WALL f-5"HOLD EQ nn 06-03-2022 PERMIT SET 0 - WITH EXIST. 10 - - - - - - - - - - - - - - - - - -- 11A 4.1 9 .1 <41\ 2.2 < < 10.1 L -- 0*) EQ 5'-6 1/16" 00, 2.2 I> 7.2 P /RJK A3.1 8 to 1 V) �'-i 0 9/16" 4 19 2'-7 3/4" I R zo E G A4.2 G.... "l 711 /16" ........ 2.1 AB E . .. ............ ... .......... .... T-10 5/16 1'-4 3/16" H LC 12'-6" 0 NCOATSt PASSAGE2 I. F7 A7047 PANTRY ..... II 21XI TI -3 1/f 1 2'- Ll 9 1/2"+/ LOU 10 L' 4'- 5 L Proj. No: 1310.01 C? ALCOVE CO WDE Drawn By: A4.1 < K2 I C ...... E08 Drawing Title: eCART PROPOSED FLOOR -81 ORAGE (0 PLANS Q / AREA OF WORK i LL--- 2.1 ALIGN T T <@> 73 2 A9.1 /8" 7'-5 11/16" LL c' tz,�.4 19 COATS < E A06 1 i :Q, Cn EX 1.1- 6-6 1/16" EQ Ir Ir f KEY PLAN L . :..�__/ Project North PUB, SUNRUDIM , AND TERRACE PLAN > 1 All 1 1 oil DAVID S.FOWLES,AIA NJ 21 Al 01611700-DE S5-0007986-NY 042978-01-PA RA-409294 A.7 .- ..... - , .._......... _ _._ . 1 \1 A3.1 architects 500 Kings Highway South Cherry Hill, NJ 08034 12 : 12 BELOW =J. office a@kd arcOh1 om • B.1 .... 11 A7.1 •' �> B2 --. . . ......... ...... -- _ ........- _..... NEW ASPHALT SHINGLE.._..... _._. 4 �>_R0OFING T&MATCH EXISTING A2.1 AREA OF REMOVED EXISTING . •, , PORCH ROOF FOR REFERENCE 8 : 12 8 : 12 C / , DASH-DOT HATCH INDICATES AREA ' OF OVERFRAMING OF EXISTING ROOF,TYP. ! C.2 _. _...__... ALTER EXISTING GUTTER AND I EXIST ASPHALT ROOFING \ .` DOWNSPOUT LOCATIONS, BOTH SIDES � SEE NEW ELEVATIONS.TIE INTO 13 -.. _.... UNDERGROUND STORM SYSTEM A7.1 I j ----- --------- i 9 : 12 PROVIDE OVERFRAMED CRICKET \ V.I.F. V.I.F. _ .. ... _ ( CA ' _ 8 : _ _... _ /� j TO DIVERT WATER I 9 i A7.1 v \\ _.EXIST-ASPHALT ROOFING LOW ROOF I , k ,.Cl) C'i \ r \ NEW ASPHALT SHINGLE — B2 ROOFING TO MATCH EXISTING DS � I EXIST. GUTTER&DOWNSPOUT SYSTEM 8 : 12//// 8; 2 ' . / NEW DOWNSPOUT CONNECTED TO - /j/ ' i EXISTING GUTTERS \ b; NEW DOWNSPOUT CONNECTED TO DASHED LINE INDICATES EXISTING GUTTERS % ! ' / EXTENTS OF FLASHING INTO EXISTING ROOF SHINGLES AT EXIST ASPHALT - c�\ N VALLEY. LAP & SEAL AS 9 2 HALT ROOF SHED DORMER C li � L. REQUIRED BOTH SIDES V.I.F. rn j 0) D EXIST ASPHALT ROOF-SHED DORMER _....._ ...... _.__...... _.. _... _ _ _ _ _........ _ _. __ _ EXIST ASPHALT ROOFING--\ �_ J PECONIC i LANDING PUB DINING & PORCH / ADDITION rl 1500 BRECKNOCK RD / VILLAGE OF - D.4 ...... / GREENPORT NY 11944 SUFFOLKOUN D.5 TY j \ Issued For: `\ PRICING SET \ 1 Date:12-23-2020 DATE RELEASE '= 11-02-2020 PRICING 1 OF PLAN 01-12-2021 EQUIPMENT MEP COORDINATION 1/411 1 1 Oil 03-04-2021 PRICING 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET ROOF TYPE SCHEDULE SEE GRAPHIC REPRESENATATION/PROFILE OF ROOF ASSEMBLIES ON DRAWING A7.1 STRUCTURAL INSULATION ROOF MEMBRANE AND MEMBRANE COMMENTS u DECK ATTACHMENT MEMBRANE ATTACHMENT r)f E5a ¢ m UJ < Q o W I W z z a '¢ LL U) < 0 I W cf) Q �- ¢ W U o z ¢ LIJ z z W Z ¢ w W o ZW � ¢ >- U ¢ F— - Y W Y Y UO Z m Q _z m -�9 Z � U) W U U Y 0 F- _ H W J `. W 0 0 0 ¢ } "- W W w W z o Proj. No: 1310.01 O O ¢ O O 1 O O ¢ } �? ¢ z z Ou_ W W w o v U W W cn cn - _ : cn . W Drawn By: ROOF a ! � w Q o Q Q w U U ¢ ��- o Drawing Title: W m _ ¢ i N J z V O O D Q J w J ASSEMBLY oo 'v ¢ a L'' w a a cn a a I-- ZD W ROOF ASSEMBLY TYPE /SLOPE c i F- a H F- ¢ cV W W ¢ u.. W REFER TO BUILDING SECTIONS B-2 X X X X XMATCH EXISTING SHINGLES AREA OF WORK ROOF PLAN 1. MATCH GUTTER SIZE, PROFILE, AND COLOR TO EXISTING. 2. MATCH DOWNSPOUT SIZE, PROFILE, AND COLOR TO EXISTING. K r7=11b, uA FO KEY PLAN Al 2 Project North . 4297 O NJ 21A101611700 5-00 7986- 0 -01•PA RA-409294 ;: --,..- -_,— —..—___ _. architects 500 Kings Highway South Cherry Hill, NJ 08034 856.770.1060 officekd-arch.com .... - --- 3 A2.1 1 -- . --- -- -- , , -. . _..--. . -. -_ . __ ---.-.... .. _-... , — __.. , —' — _ ......_-. ._- ._..... _ ____ -- _._.... '] , .--.-.. - _ .- . . - , , EXISTING TRUSS BEARING - . .. --- -- . — ,: — I. 18'-3"V.LF. — — - — — . - .. y _ : a <' -._. , - - - .- „_. . . . - > __ _„ - . . . .. _ , - . - - . _ _- _---' .. :s - .... ... .. - _, __,_ _ — _:_,.. _._... - .. ... .... . _.. . -..- ... _. _ - _. ... . . .. __._ . .. - ... .. - . t .... .- ir : , i- I ; _' i t , :. : .. ,. .:.. ., i. ., : : . : .. .. ! d . s , , , . f. I , .: : , -... , / , .._.___--- - ... ._ ... ---- .. : , s . `-. _.. .. - : ____..-..._. .. ... _ .._. .— . . --_... .. .._..__ .. _......-- --- - - : ., ., ., - -_-- _-- - __ ..-- FIN. FLOOR - _ . . ._. 01011— . . — , — , — -- I is — I — — — — — — —i 1 NORTH ELEVATION A2.1 SCALE: 1/8" = 1'-0" .1,i , EXISTING SHINGLE ROOF T-7 1/2" SHAKE SIDING AT GABLE TO MATCH EXISTING I DECORATIVE LOUVER- 9 FYPON RLV24-4FTK 12 - 12 g EXISTING DORMER __ - . _. =` - _. „ . -_.'. _.. .. . . . .-_ - - EXISTING TRUSS BEARING -- — , — , — — 18'-3"V.L F. _ :. . . . _ , , : _ , .: _ ___.. ._ _. .. ._: " ., . . B .. .... _--- ...__ - .._.. _. _. _ ,. .. . . ASPHALT SHINGLE , ROOF AT BOTTOM OF _ . . __ _ . .. : .. .3 IT . . __ -- - ._.. .. COORDINATE WTH . . . . . _ _. ,: _- - - . , : - _. SHAKE SIDING - . .. _.... - - - .. .. . . - ._.. . .. . __.. ....__. - . ... _. _ - . ... . - _ . -_- _ . - - - - - - _. _ ---- . ...--._ . LIGHT . - SCONCE, SEE Z........- -... I & P O RC H _ ' �' /� /' �/ / ' �/ RCP AND LIGHT. __ _ / / FIXT R / %/ / _ ... B B 8 U E SCHEDULE I , .. .. : : .. j . .. ; t : i, . : : i /r 1500 BRECKNOCK RD _ _ �" ` ; VILLAGE OF T.O. SILL 1 W W2 1 W ' W2 1 // / / a 21"911 — I i , - . G ORT, NY 11944 I' , REENP : - SUFFOLK COUNTY ,: -, _ _ - PVC WINDOW SILL, Ah-!= APRON,AND SURROUND __ "S NE=W SIDING CLAD ENCLOSURE BEYOND - -,,. - _. -- .. _ ____ _ ._. --. 9 _.. ---..._. - ..... _- -. _ PVC COLUMN WRAPS VINYL AND CABLE RAILING A4.2 SHAKE SIDING ABOVE WITH INTEGRAL LIGHT NG ; TYP. - ON TERRACE SIDE BY 19 AND BELOW WINDOW TO --, ISSUeCi FOC: MATCH EXISTING - H ARD COLUMN NG SET __... PVC BASE TRIM BAND PRICI " . . WRAP PVC EDGE TIRIM BOARDS Date: ] 12-23-2020 CEDAR SLAT'SCREEN N )RTH ELEVATION DETAIL NORTH ELEVATION DETAIL FROM TERRACE WALL DATE RELEASE 3 : 11-02-2020 PRICING A2.1 SCAIJ 1/4" = 1'-0'1 A2.1 SCALE: 1/4" = 1'-0" . 01-12-2021 EQUIPMENT MEP COORDINATION - 03-04-2021 PRICING - ---... - -_.:.._ .-- ---... 02 25 2022 ISSUED FOR CONSTRUCTION t, - - - - - ....- - ASPHALT SHINGLE ROOF. COLOR TO , _.-... __......_ -- _- - _ - - 06 03 202 PERMIT SET _.._ - . ......- MATCH EXISTING - _ - ... .. - ASPHALT SHINGLE ROOF COLOR TO - L, , -: -- - MATCH EXISTING .._-- _ _ _: t "-_ .. - - ", - ...... _.. ..... �: --. . ..._. -- -._. — - .. . ... _ _.... _ . _-. - -.. . - -.. -...:.. _._ - , , OF ,' ,t: ?: _.. __ ---.... _ - - .... _.... ._- __._ _ --__. ._..._ OOF PLANE AND WALL BEYOND - .. .._ .-. ,, . - ROOF PLANE AND WALL BEYOND �'S.. xx:, t,t.nx:!...x t .:rt.... I s _. A3.1 _.__._ _._....-_- A3 1 ... `" - ..-... - : :, .,a...., •11 3 :,i"9t.•t a °a.. .:; - - -----.. ..---_- ..... - .._.. .--- - -... ....._ - -..... .- __ ... •'E'At< 'tE..`xtx,t:, :'...: .. i...;i.",.. So—..x3: .<�:t;.�x:u, �^i•:,E,a•, .e': i £ -_ -_---_ ...... ......... .... .... .._. - --..._ -_ -- _.._-.. .... ----_. ......._ - --- - - _.. -. -- _ at xaa` Tie.". ., t c:.t:. - - ...-.--- .-_ ... ....__ - ..... ...- t. ., _ .--_ .. ..__._ .. .— - .—. -- -_- ... - - - .. t. ... _- ...___ -. t• .. ... .._--_- — . .-. ...- .. f :t,t.. ;i;i... E.xE ' t .,. __- t,.,," t<v �..t., _, v ;,x„a r - ..... _._ .. ___._.... .-___ ... --_ ... -____ ._..._-_ - .......- ...--- __ x e:.3µ, ,... •.;.,.• .... t , t ;, 'rm ,.ttc x _.__ .. ......... ._.-_...._ -.- -_. --- .—. ....— --- ...___----- ...._... .___. .....--- _- ......... ---` _ t ,, ��� LINE OF.IUEW — Viµ' t"i TE OVERFRAMED CRICICEr t; _:<;:s::< , _.. :... _ SEE ROOF P — _.. •xe.v I ..t=E. IAN E?m.=r..., t tt•, u.ia;E 't .:, ... ._- — -_ .. _ -- ...... -__- ..._. .. :G„';EF'i ii.'�£'} E�< __12... :' :' - ' ,:. 12 1°'£ „ 1,�, ,i i :. , ., _ , ,,,x ., 1 .. x :.... �_,,. .. ,:LINE F TIN EXISTIN -' , �t �< 4 E?� IS G " G t , _.... :.t ...... __... :. a. 2 ,} t ,; <„ „ ,,;,- a ; LnING,I,RtFILE, „ ..: E.,„ STRUCTUREw, — — ! 11 0 A.F.F. _ 11 0 A.F.F. — i:£3 .. .. «�.. ...rt v..: ,,.. E,:t ta: at. sF jr,x'x, BEYOND Iw��R „t T. t. ,,, t: PVC FASCIA BOARDS O T L T.O. STEEL , _�; .,,t•'xx,= _�> �_` '��: :-E,:,: :` ..tx:. :._ ... •t i.? -l.T:' '_' tx ",..:,5 :t :^t .x t, x<:" i' ::xt.. .. .:' i.:'V :_:E e_e••ie• _,i ,,a;,�•_,,�.. '.£ :. REF ERENC E,_V— W u, "j.e'€ 9' 6j _ :,: a • qq ,,,.e. �:,£,;a tGE 't. :: 'p., : ,• 't,l x xv�21F,., xi y ,_ „> . PVC FA t TIN_ EX S ��;t :.,x,:.., SCIA BOARDS E.;.' x. ,•:' r: ^tE �• „ ,_.moi. tt., ,-.. _ .. i'' ;:, s,,,.: „ „ .. ...a , .-.: : ,Y, " . SHAKE SIDING TQ.. <� // �,,, CTURIE:;.` t£ / '' _ } i 4.: SHAKE SIDING TO MATCH EXI -' >:: Pro. No: 1310.01 t, STING :, E,t MATr;H EXISTING.- -; ° ; x:t,t„ — " „_ Y€ :..... ... .x PRC)VIDE WHITE , ... _, x _ >� x, y , _ tt�= t.3•, _ Drawn B KDA tE t,€ B / v: gEE� LIGHT SCON "t, , „ :;: CE ....., .. .. ... 3,. t S= / ._ ORN _, . ER TRIM C z �a, x LIGHT N 3. ,. €� „ t. / -_ ... -- SCO CES ,i" . . t £..t :t , _„ r ;y: , . ;= � Drawin Title: /f g }: .; ,, : / WOOD DECK POSTS WOOD DECK POSTS `' p n;, : j it CLAD IN PVC/VI ` C WRAPPED CLAD IN PVC/VINYL x ; ',, . , ,t t / A ..k,:: ,t'i, ::.._..,,° :° <i :. ..,__ --. PVC WRAPPED // // " ': a ;-''_,.:. :.3: . ; COLUMN RAIL SYSTEM WITH RAIL SYSTEM WITH i -:" , `. : GENERAL NOTES REFERENCE I TYP CONSTRUCTION NOTE AN UNDERLINED TYPICAL NOTE BOUNDED BY A BOX INDICATES THE a r c h i t e c t s COMPONENTS AND INFORMATION FOR THE ASSEMBLY INDICATED. 500 Kings Highway South ' WHEN THE SAME ASSEMBLY IS ' Cherry Hill, NJ 08034 REFERENCED ELSEWHERE IN THE 856.770.1060 DOCUMENTS, IT IS DONE SO BY officekd-arch.com TYP CONSTRUCTION NOTE REPEATING THE UNDERLINED TYPICAL NOTE TITLE ONLY WITHOUT A BOUNDING BOX AND WITHOUT THE COMPONENTS LISTED. EXISTING ROOF TRUSS. PROVIDE TEMP.SUPPORT AS REQUIRED FOR NEW BEAM INSTALLATION E D.5 D. D C.E C.5 C. C.2 C 6.2 6.1 A.7 A I f I I I I 1 I I 2 I EXISTING NIC EXISTING NIC . I T.O. BEARING ELEV�TION 16'- 0.. - - - _ B.O. CEILING _ _ _ _ _ 15'- 0" J 5 I B.O. CEILING COVE& +� I I I LIGHTING I „ I 2 s `1--� I I I I I I 10- 6 B.C. OVE _ I I '„ _ 11'- 0"A.F.F. B.C. CEILING - T.O. STEEL I M 1 f I I I I I I o I 00 BEARING WALL I I I I I I I I I I 3 ' ABOV SUPPORT / BEAM / OPEN I / I I I I I ( I I I I I \\ EXIST. FIN FLR. ( I I I $ - _ 0'-0"A.F. ,. FLOOR FI T I I , \\ —i L REGRADE SOIL FROM BLDG FDTN MAINTAIN REQD CLEARANCE FROM STRUCT FRMG EXISTING STRUCTURE NEW PORCH & TERRACE ADDITION PECONIC 1 BUILDING SECTION PUB AND PORCH ADDITION- 011 LANDING PUB DINING & PORCH EXISTING ROOFING BEYOND EXISTING ROOFING BEYOND 6.9 6.8 6.4 6.2 5.8 6.8 6.7 6.4 6.2 5.9 5.8 5.7 g ADDITION I I I I I I I I I I 1500 BRECKNOCK RD I I I I I I I I VILLAGE OF - GREENPORT, NY 11944 _.. . ... ...... ._.. . .. - - -- -... _ -- '- -- ..._ . ....... SUFFOLK COUNTY 4 - - I .... —.I — - _._.. _.. ..... .... 1 ......... Issuedor: PRICING SET A10 I I I I Date. H AND... .- .._ .. CH SOFFIT/CEILING STING I I COL..ILINE EAM ALONG 12-23-2020 w; MOD FY - - - - - - - - DATE RELEASE r _. _........ _....__ _. _ -- __ _.. _....._ _.._.. -_.... _. __.. . _.__. . ._ _ _. __. _.... . _._._._ _ _ _ _.._.._. _....- --__-- 01-12-2021 EQUIPMENT T MEP COORDINATION 9'-4"A.F.F. I - __ . - - 03-04-2021 PRICING - - CONSTRUCTION 9' 4..A.F.F. - - 02-25-2022 ISSUED FOR C B.O LINTEL (ALIGN W/ I I I B.O. LINTEL (ALIGN W/ I I I I 06-03-2022 PERMIT SET EXIST. PORCH BEYOND) EXIST. PORCH BEYOND) _. . I I I I I I I I I I I I I I I I I I I I I I I ML- ,. I I ._ „ F FIN. FLR. LE - �/ / / \ l , Proj. No: 1310.01 2 BUILDING SECTION LATERAL (D, PORCH ADDITION 3 BUILDING SECTION LATERAL PORCH ADDITION S Drawn By: WIDE A3.1 11411 1 Off A3.1 1/411 1 off Drawing Title: BUILDING SECTIONS _ I ■ PIRG yeti FOwt c r �~ Q -all 0• DAV NJ 21A101611700•DE S5-00 -1'PA RA409294 EXISTING 2-HOUR CMU FIRE WALL, FIELD VERIFY EXACT GENERAL NOTES REFERENCE LOCATION AN UNDERLINED TYICAL — — — — — TYP CONSTRUCTION NOTE BOUNDED BY A BOXNDICATOES THE architects COMPONENTS AND INFORMATION FOR THE ASSEMBLY INDICATED. 500 Kings Highway South PROVIDE CONTINUOUS 2-HOUR RATED HORIZONTAL • ASSEMBLY ABOVE FINISHED CEILING AND TIE INTO • WHEN THE SAME ASSEMBLY IS REFERENCED ELSEWHERE IN THE Cherry Hill, NJ 08034 EXISTING 2-HOUR CMU FIRE WALL TO MAINTAIN EXISTING BUILDING SEPARATION. MODIFY EXISTING 856.770.1060 DOCUMENTS, IT IS DONE SO BY 5.8 office@kd-arch.com CONSTRUCTION AS NEEDED. FIRE CAULK ALL JOINTS TYP CONSTRUCTION NOTE REPEATING THE UNDERLINED TYPICAL NOTE TITLE ONLY WITHOUT A / 3 AND PENETRATIONS. BOUNDING BOX AND WITHOUT THE COMPONENTS LISTED. i TYPICAL ROOF/CEILING ASSEMBLY NEW DOUBLE EGRESS DOOR, SEE PLAN AND DOOR SCHEDULE FOR MORE INFO / O / / I ' � I / � I / I I 6 2-HOUR FIRE WALL AT NEW CORRIDOR DOOR ' I w � 1 C.6 FINISHED CEILING, REFER TO RCP FOR 6 ' A7.1 —i HEIGHT AND CEILING TYPE ' I C.5 CA C.2 B.1 � I SUSPENDED ACOUSTIC CEILING ASSEMBLY, REFER TO RCP FOR HEIGHT AND CEILING TYPE TYPICAL ROOF/CEILING ASSEMBLY i • 5/8"GYP BID i • R-38 BATT INSULATION � • WOOD TRUSSES, REFER TO STRUC 5/8" PLYWOOD SHEATHING PER STRUC 6 EXISTING ROOF-PROVIDE TEMP SUPPORT i i i (2) LAYERS 15#ROOFING FELT PER STRUC DWGS DURING CONSTRUCTION I A7.1 • ASPHALT SHINGLES TO MATCH EXISTING IN STYLE, SIZE AND COLOR STRUCTURAL BEARING WALL ABOVE STEEL BEAM i i i i '—' - - - �- - - - - - - - - --- PVC COU N BEYOND, REFER TO DETAIL 0 A4. TYPICAL E TERIO WINDOW ASSEMBLY TYPICAL E TER OR PORCH WALL ASSEMBLY ; — — — — — — TYPICAL SLAB ON GRADE ASSEMBLY „a . � - - - - - - - - - � �� PECONIC LANDING 7 I i F, A5.2 TYP. I ; I 10 - � A7.1 . PUB DINING I I , & PORCH < AD \;, I DITION - I 1500 BRECKNOCK RD T.O. STEEL 1 I \ \ \ \\ ' \, GREENPORT, NY 11944 SUFFOLK COUNTY `{ - B.O. SOFFIT 4 BUILDING SECTION PORCH A3.2 3/4" – 1' - 0" Issued For: ROUTE MECHANICAL DUCTWORK IN �' ._. CONCEALED SOFFIT PERIMETER OF BAR, I PRICING SET APPROX LOCATION SHOWN FOR i i COORDINATION Date: 12-23-2020 DATE RELEASE EXTERIOR DOOR AND TRANSOM, REFER TO I i STRUCTURAL STEEL, REFER TO STRUC FOR A 11-02-2020 PRICING FLOOR PLANS AND DOOR SCHEDULE SIZING, CONNECTIONS AND DETAILS, TYP. 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING VINYL AND CABLE RAILING SYSTEM 02-25-2022 ISSUED FOR CONSTRUCTION 1 PVC COLUMN WRAP BEYOND, REFER TO OVER PT WD DECK FRAMING, REFER =F 06-03-2022 PERMIT SET i i I DETAILS ON A4.2 i TO STRUC AND SPECS i ' ' I TYPICAL EXTERIOR WINDOW ASSEMBLY PRIVACY PANEL ON PARTIAL HEIGHT WALL, I I I I • REFER TO WINDOW TYPES AND DETAILS c REFERTO INT ELEVATIONS FOR MORE INFO OW i 2 I TYPICAL EXTERIOR PORCH WALL ASSEMBLY pE: A6.2 5/8"GYP BC, PTD. REFER TO FINISH = i COMPOSITE DECKING, REFER TO SCHEDULE i FLOOR FINISH PLAN AND SPECS ' I 2X6 WOOD FRAMING R-21 CONDENSED BATT INSULATION �� a, /j j I I -� • 5/8"EXTERIOR GRADE PLYWOOD �--O A. F . F . SHEATHING T S ', / I I • WEATHER RESISTANT BARRIER TYPICAL SLAB ON GRADE ASSEMBLY ���/R1mFv1F�1SH I • CEDAR CLADDING TO MATCH EXISTING I I - FINISHED FLOORING, REFER TO FLOOR IN STYLE, SIZE AND COLOR WD BLOCKING • I "` I FINISH PLAN IfILTIERtOf Z X PT i I { • 4"CONCRETE SLAB, REFER TO STRUC • 10 MIL DAMPPROOFING VAPOR BARRIER ` — �7 COMPOSITE DECKING OVER PT WD FRAMING, REFER TO STRUC DWGS FOR R-10 RIGID INSULATION 24" INSIDE TYPICAL SLAB ON GRADE ASSEMBLY REFER TO STRUC DWGS, FLOOR FINISH PLAN FRAMING Proj. No: 1310.01 i i ' � ' ,-,-r PERIMETER i,. AND SPECS • 4"CRUSHED STONE, REFER TO STRUC PVC CLAD DECK SUPPORT BEYOND Drawn By: WDE NEW CONCRETE FOOTINGS AND COMPACTED SOIL o'-o" Drawin Title: FOUNDATION, REFER TO STRUC i i i „ _" i 2X6 HORIZONAL CEDAR PRIVACYg 1 r T.O. SLAB COVER SECURED TO PT WD DECK SUPPORT, REFER TO STRUC SECTIONS r I ( ✓ h . 1 3 t e , _77 f i \ \ \ /\ \ \ A4 1 / \ / /\ CONCRETE PIER, REFER TO STRUCT c A3.2 \ EXISTING FOUNDATION \ \ \ -- \ \ �'. % \\ , \ A4.2 TYP.AT PORCH ,� / \ - NEW CONCRETE FOOTINGS AND &FOOTING \ FOUNDATION, REFER TO STRUC __....... \ \\ - ........ .... - ... ..._ -... \ i // FINISHED GRADE J / A .... ......... ....... --- .._..... _...... - _ _ D A zi � QR Fowl F F BUILDING SECTION PORCH HIGH LOW ROOF 2 BUILDING SECTION PORCH OVERHANG 1 - 3 BUILDING SECTION TERRACE- V A3.2 3/4" = 1' - 0" A3.2 3/4" = 1' - 011 NJ21A1018117Ad09294 I 6.7 LINE OF SOFFIT ABOVE J EXTERIOR DOOR, REFER TO 5.8 I 5.9 PLANS AND SCHEDULE, CONFIRM EXTERIOR DOOR, REFER TO PORCH ADEQUATE SUPPORT FOR DOOR PLANS AND SCHEDULE 2'-5 7/8" 011 1 TO EXT RIOR SUBSTRATE 2 5 8 FRAME A0 5/4 PVC TRIM AT WINDOW JAMB, I architects TYPICAL PORCH WALL ASSEMBLY • PVC TRIM AS INDICATED IN LINE OF S FFIT ABOVE 9 5.8 GWB, PAINTED.TYP AT 500 Kings Highway South DOOR AND WIN DETAILS A4.2 • SHAKE SIDING TO MATCH INTERIOR WALLS EXISTING BLDG IN STYLE AND TYPICAL PILASTER/COLUMN Cherry Hill, NJ 08034 856.770.1060 COLOR ASSEMBLY _..____ PORCH officekd-arch.com 8" EXTERIOR GRADE PLWD. 4x4x4 PVC CORNERBOARD 6 1/ r A02 • 2X6 PT WD FRAMING MITERED AT CORNER 5 1/2" • �-21 HIGH DENSITY BATT • $"PVC SHEET ON FACE AND T-9 FF \\ MODIFY EXISTING WALL IN CATION TO FILL CAVITY I SIDES i TYPICAL PILASTER/COLUMN ASSEMBLY FINISHES AS REQ'D TO • !' EXTERIOR GRADE PLWD. ON i LIGHT FIXT.ABOVE CENTERED ON I RECEIVE NEW FINISH — — FACE RECESS, REFER TO RCP AND LIGHT FIXT.ABOVE CENTERED ON ao EXISTING WALL • 2X6 PT WD FRAMING c� FIXTURE SCHEDULE RECESS, REFER TO RCP AND -- CONSTRUCTION NUj STEEL COLUMN, R FER LIGHT FIXT.ABOVE CENTERED ON 1 FIXTURE SCHEDULE _ TO STRUCT. DWGS RECESS, REFER TO RCP AND - N \ + FIXTURE SCHEDULE — — — B.1 — RE-ROUTE EXISTING\ PORCH EXT ELEV A4.2 DOWNSPOUT I 9 c� A4.2 N PATCH EXIST FINISHES AS \ I EXT ELEV 71 A4 2 A02 STEEL COLUMN, SEE STRUCT Ln REFER TO INTERIOR ELEVS REQ'D. FOR CLEAN \ 1 1 INT ELEV DWGS / FOR TRIM AND CASING 10.2 TRANSITION — / STEEL COLUMN, SEE STRUCT PTD GYP BD DWGS ' [LINE OF SOFFIT ABOVE 5 1/2 2.2 5/4 PVC TRIM AT WINDOW JAMB, WINDOW SILL BELOW LINE OF SOFFIT ABOVE I TYP. — — PORCH C.5 EXISTING WALLvv CONSTRUCTION C.5 iAl LINE OF SOFFIT ABOVE GWB, PTD. TYP. 9.1 in INTERIOR WALLLS TYP AT Q a Wo BARXJ Y 5/8" 9 2 PORCH PIER 3 CORNER PORCH PIER 4 CORNER DETAIL PIER - PORCH LF. A4.1 1 1/2" = 1'-0" A4.1 1 1/2" = V-0" NEW 2 HOUR FIREWALL TO MAINTAIN CONTINUOUS RATING WITH EXISTING FIREWALL SOFFIT ABOVE REFER TO INT. ELEVS. FOR FINISH + Cl) EXISTING I BAR DINING ROOM " A01 FE ` NEW 2 HOUR PECONIC FIREWALL TO MAINTAIN CONTINUOUS RATING LANDING WITH EXISTING FIREWALL \\ • 5.9 I �� ~a PUB DINING & PORCH ADDITION STEEL COLUMN, 1500 BRECKNOCK RD REFER TO STRUCT. O o DWGS �U, VILLAGE OF — — c.6 oa GREENPORT, NY 11944 SUFFOLK COUNTY 7„ Issued For: - , PRICING SET Date: 12-23-2020 DATE RELEASE ACOUSTICFEATURE 11-12-2021 PRICING C� NOT USED 01-12-2021 EQUIPMENT MEP COORDINATION WALL & TRAN�.>'ITION AT ADDITION 6 NOT USED 7 NOT USED $ 002-25-2022 ISSUED FOR 3-14-2021 PRICING 5 A4.1 1 1/2" – V-0" 06-03-2022 PERMIT SET CONSTRUCTION A4.1 1 1/2" = 1'-0" I A4.1 1 1/2" = 1'-0" o � 7 SHAKE SIDING OVER 5/8" I EXISTING LIVING ROOM STINGA EXTERIOR GRADE PLYWD, OVER LIVING ROOM 8"GWB OVER 2X WD STUDS, 2X PT WD FRAMING. SIDING TO E02 REFER TO INT DWGS FOR FINISH I I EO2 MATCH EXISTING, PROVIDE O — — — — C.6 EXTERIOR AND INTERIOR I COORDINATING CORNER PIECES I BAR EXISTING WALL CONSTRUCTION BY SIDING MANUFACTURER. AO1 EXISTING STEEL COLUMN,VERIFY $"GWB OVER 2X WD FRAMING LINE OF EXISTING SOFFIT ABOVE, ><x x EXACT LOCATION. PROVIDE WD Cl) V.I.F. BLOCKING AS NEEDED TO I M MAINTAIN CONTINUOUS WALL 2 2 6 6 EXISTING DECORATIVE COLUMN CONSTRUCTION ENCLOSURE a, 1.1 , TYPICAL PORCH WALL ASSEMBLYX—� / • REFER TO INTERIOR ELEVS - ..•. . x Y FOR DECORATIVE FINISH I 1'-5 3/8" 2'-0" W LINE OF SOFFIT ABOVE I cn HOSE BIBS ! Drawn B : WIDE 01 00 LINE OF SOFFIT ABOVE \ EXISTING STEEL COLUMN,VERIFY ' CONNECTION, REFER TO _ y PORCH 1 MEP DWGS. PROVIDE EXACT LOCATION N Drawing Title: DECORATIVE BLOCK BY A02 SIDING MFR. I PLAN DETAILS I EXISTING 1.1 r, � EXISTING STEEL COLUMN,VERIFY 1.1 PORCH EXACT LOCATION 2.1 E03 _ I 00 -- ti 00 —TYPTCACPtLA=R--COLUMN N "' ASSEMBLY `' LIGHT FIXT.ABOVE CENTERED ON 8"x X=X GWB OVER 2X WD FRAMING, RECESS, REFER TO RCP AND SEE INT DWGS FOR FINISH ■ W EXISTING FIXTURE SCHEDULE - N LOUNGE 8 N C 2 ALIGN WALL AND SOFFIT, REFER - COATS E01 TO OVERALL PLAN FOR MORE A4.2 r J DETAIL INT ELEV - UO X A05 2'-0" �p ARC GALV. STEEL TUBE COLUMN, SEE m 5 fowl 4S ���► STRUCT DWGS Q� gAR F �J - - - - - -- - 1 , oo A01 r lu EXTERIOR DOOR, REFER TO PLANS AND SCHEDULE ti ?� + OPENING TO EXISTING LIVING ROOM PORCH WALL I N PARTITION AT COAT STORAGE DETAIL AT EXISTING DECORATIVE COLUMN 9 9 12 D ld5v�?L� s� a 1 1 NJ 21A701611700•DE S5 42978-01 PA RA 409294 10 A4.1 1 1/211 = 1 Off A4.1 1 1/2 – V-0" A4.1 1 1/2" = 1'-0" I 6.8. _� , � A4.1 1 1/211 = 1'-0" '� – AM MAINTAIN CONTINUITY OF RATED PARTITION. REFER TO PLANS AND PARTITION TYPES COATS A05 architects 500 Kings Highway South Cherry Hill, NJ 08034 PROVIDE 12"WIDE BY 24" HIGH VENTED 856.770.1060 7.2 7.2 1.1 ACCESS DOOR FOR REMOVAL AND SERVICING CART A� office@kd-arch.com OF REMOTE CHILLER STORAGE EXISTING 2-HOUR FIREWALL AND FRAMED .4 ASSEMBLY. MAINTAIN INTEGRITY DURING AO7 CONSTRUCTION. :r 7_x REMOTE CHILLER FOR BOTTLE FILLER,AND 1'-6" 10 7/8 REQUIRED CLEARANCE EQ EQ FURR OUT PILASTER WITH 2X WD FRAMING AND PLYWOOD EXISTING STEEL COLUMN PANTRY-- - - 1'1 -- - — 5/8"GWB OVER 2X WD FRAMING- — A03 PASSAGE 5/8"GWB OVER 2X WD FRAMING = A04 0 1.1 — CART E I STORAGE SOFFIT ABOVE A07 7.2 x x x EXISTING 1-HOUR FIRE BARRIER ASSEMBLY. 6.6 MAINTAIN INTEGRITY DURING CONSTRUCTION CV 1.1 EXIST. ELEC. E08 = 1 All 2'-11 1!4"V.I.F. BOTTLE FILLER. REFER TO SPECS 1 DETAIL AT CORRIDOR PILASTER 2 DETAIL AT BOTTLE FILLER NICHE AND REMOTE CHILLER 3 DETAIL AT CART STORAGE PILASTER _ A4.2 1 1/2" = 1' - 0" A4.2 1 1/2" = 1' - 0" A4.2 1 1/21, = 1' - 0" y 3 PTD GWB, SEE FINISH SCHEDULE MAINTAIN RATED WALL ASSEMBLY 2X WD FRAMING. PROVIDE BLOCKING AS NEEDED EXISTING 2-HR CMU FIRE WALL, 3 PTD GWB,TYP. - SEE FINISH SCHEDULE V.I.F. EXISTING METAL FRAMED WALL, ACCENT TRIM, REFER TO INT. V.I.F. ELEVS. PROVIDE RECESSED POWER/DATA IN HEADER PANTRY POCKET AS REQ'D BY MFR Cl) PROVIDE CORNER BEAD AT A03 ALCOVE PERIMETER E INSTALL eSEA SCREEN PER MFR'S INSTRUCTIONS PTD GWB ALL SIDES OF ALCOVE, j SEE FINISH SCHEDULE BAR o " A01 MAINTAIN RATED WALL ASSEMBLY P E C O N I C W PROVIDE RECESSED U) PTD GWB, SEE FINISH SCHEDULE n POWER/DATA AS REQ'D. LANDING J PUB DINING SECTION O PROVIDE 5/8" PLYWOOD & PORCH BAR BLOCKING FOR MOUNTING HARDWARE ADDITION A01 INSTALL eSEA SCREEN PER MFR'S .� 1.1 INSTRUCTIONS 1500 BRECKNOCK RD ,\ VILLAGE OF GREENPORT, NY 11944 PROVIDE CORNER BEAD AT SUFFOLK COUNTY N ALCOVE PERIMETER E r- Cl) ACCENT TRIM, REFER TO INT. ELEVS. 2X WD FRAMING. PROVIDE Issued For: 7.2 BLOCKING AS NEEDED PRICING SET MAINTAIN RATED WALL ASSEMBLY PTD GWB, SEE FINISH SCHEDULE 53" R.O. PANTRY Date: A03 PLAN v 12-23-2020 DATE RELEASE 11-02-2020 PRICING RECESSED DIGITAL FISH TANKCcD, BAR 5 NOT USED 6 NOT USED RECESSED TV SCREEN NICHE 03-25-2021 ISSUED D1-12-2021 ENTCONSTR MEP CONSTRUCTION 4 . 7 02 25 2022 ISSUED FOR CONSTRUCTION A4.2 1 1/2" = 1' - 0" A4.2 NTS A4.2 NTSA4.2 1 1/2" = 1' - 0" 06-03-2022 PERMIT SET A SOFFIT PROFILE-REFER TO CLG A UNDERSIDE OF ROOF A WOOD CROWN MOULDING (WCM-1) DETAILS FOR MORE INFO OVERHANG PAINTED (PT-1) 1 x 3 PVC TRIM ;7WOOD CASING (WCA-1) WOOD CASING (WCA-1) 'SOLID CROWN'PROFILE PVC PAINTED(PT-1) PAINTED(PT-1) �. TRIM ON 1x PT WD BLOCKING PAINT GRADE WOOD AT SIDES, / PAINT GRADE WOOD AT SIDES, 5/4 x 6 PVC TRIM AT TOP MITER AT CORNERS, REFER TO ; MITER AT CORNERS, REFER TO PLAN DETAILS(PT-1) PLAN DETAILS (PT-1) 55S/4 x 4 PVC CORNER TRIM AT N'%OTIA PVC TRIM AT INNER PERIMETER 318" PVC SHEET OVER 5/8" 5/8"GWB OVER WOOD FRAMING, (PT-1) 5/8"GWB OVER WOOD FRAMING, (PT-1) EXTERIOR GRADE PLYWD TO CREATE PILASTER ENCLOSURE. EXTEND BEHIND BASE TRIM, Proj. No: 1310.01 8 B-13HEAD TRIM,AND PICTURE A4.2 FRAME TRIM. Drawn By: 3/4" SCOTIA PVC TRIM AT INNER Drawing Title: WOOD CASING (WCA-1) PERIMETER WOOD CASING (WCA-1) PAINTED(PT-1) 5/4 x 6 PVC TRIM AT BOTTOM PAINTED (PT-1) PLAN & 3/4" PVC CORNER ROUND AT WD. WALL BASE(VWVB-1) ON 1X BASE WD.WALL BASE(WWB-1) ON 1X SECTION WOOD BLOCKING; PAINTED6/4 x6 PVC TRIM ON 3/4" WOOD BLOCKING; PAINTED (PT-1) ` DETAILS (PT-1) EXTERIOR GRADE PLYWD AT BASE. HOLD PLYWD 1"ABOVE FLOOR FIN. AM INTERIOR FINISHED FLOORA A INTERIOR FINISHED FLOOR A B-B A-A HEIGHT A-A EXTERIOR FINISHED FLOOR A-A HEIGHT HEIGHT A402 F: -171 .1 fowl TFCC $ COLUMN DETAIL FACING PORCH 9 COLUMN DETAIL FACING TERRACE 610 COLUMN DETAIL FACING BAR - r A4.2 1 1/211 = 1' - oil A4.2 1 1/211 = 1' - off A4.2 1 1/211 = 1' - off o� Qr DA T _�� -� NJ 21A101611700•DE SS- 6 N429 PA RA-009294 AWL ......... architects 500 Kings Highway South GENERAL NOTES I : Cherry Hill, NJ 08034 j 1. REFER TO FINISH SPECIFICATIONS/SCHEDULES FOR SPECIFIC 856.770.1060 ACOUSTICAL TILE,WOOD CEILING AND FABRIC INFORMATION. office@kd-arch.com 2. REFER TO ELECTRICAL SHEETS FOR ADDITIONAL LIGHT FIXTURE LANDSCAPE INFO. &SPECIFICATIONS I . 3. CONTRACTOR TO FOLLOW ALL MOUNTING HEIGHTS AS TERRACE SPECIFIED. SEE INTERIOR ELEVATIONS AND ELECTRICAL DWGS. I FOR MISG. HEIGHTS I I I I � . I I LIGHT FIXTURE LEGEND SYMBOL DESCRIPTION A7 -------------------------------- O RECESSED DOWNLIGHT. O^ ANGLED ACCENT LIGHT I WALL MNTD. SCONCE FIXTURE. DECORATIVE CEILING MOUNTED CHANDELIER 14AI 11'-0"A.F.Fn.O O 2 X 4 LED FIXTURE 1 ...._9'4A.F_F 5A 9'-9".A.F.F: .. 5A 9'-9"A.F.F. 5A 9_9 A.f.F. \ WALL LL MOUNTED LANDSCAPE LIGHTING t.� <O< ® 7... O> H LIGHT& HEATER . _. EF EXHAUST FAN WITH - - A5.2 - _ ❑ SUPPLY AIR CEILING DIFFUSER -- ,; ,r B.2 ,_ „A.F.F. RETURN AIR CEILING REGISTER _ ® _ 1 9 4 5A 9'-9"A.F.F. 5A 9'-9"A.F.F. .. 5A .9'-9"A-F-F. F----I LED STRIP DOWNLIGHTING - = PORCH <O... ® ® ✓ - LED STRIP UPLIGHTING ?: C _ ----- _. .- - A02 I t ®----- LINEAR DIFFUSER- F T P PLANS FOR INFO C.2 _. - ._ .... � .. — - ® .:... .. . ® - - 9-4 A.F. —� — - -- - PORCH EXISTING 1 F - _ _ t , 5A E03 9'-9"A.F_F. _ 5A 9'4"_A.F.F. 5A F . 9'-9"A.F. . : f <O O� EX A.F.F. EXISTINGCEILING CONSTRUCTION, FIELD VERIFY -: .... /" HEIGHT / / ® O A.F.F. 5/8"GYP. BD. ON WD STUD FRAMING AT 16"O.C. = _.. .... 5/8"MOISTURE RESISTANT GYP. BD. ON MTL. STUD 8'-0"A.F.F. 1 8'-0"A.F.F ... 1A A.F.F. _...... FRAMING AT 16"O.C. - - / '.. t t /. / � � 5/8" GYP. BD. ON MTL. GRID FRAMING SYSTEM AT 1B A.F.F. 16"O.C. H \x ACT-3-ARMSTRONG ULTIMA TILE 2X2 / 2 A.F.F. ( ) i � � !— 1 1B i9'-4"A.F.F. I ------ 8-0"A.F.F. _ �_________ _______________%�___f ,/ i � ACT-2-ARMSTRONG ULTIMA TILE 2X4 8'-0"A.F.F. 2A A.F.F. ( ) OUTLINE OF BAR i 131 A.F.F. ACT-1 -ARMSTRONG OPTIMA HIGH NRC 30"x30"WITH P E C O N I C = i TOP BELOW FOR i I 4'-6" 4'-6" 5 / AXIOM PERIMETER CLASSIC TRIM i i N REFERENCE A UPPER CEI C.6 ❑ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ LING _ LANDING 1 U ____--___ __ ________ ----_—_------_—____ —_� 4A A.F.F. CERTAINTEED BEADED TRIPLE 2, INVISIBLY VENTED �' SOFFIT h a ! i I _ ;" 5A A.F.F. PAINTED EXTERIOR GRADE 3-1/2"T&G WOOD a 'DINING ROOM I r m PUB DINING � ■ ■ I / BEADBOARD N .BAR j ® A5.2 EXISTING & PORCH ' EXISTING ,,/ � I ■ _ iA ■ ■ I LI ING ROOM ! "TO REMAIN I I OPEN TO ABOVE ■ OPEN OPEN TO ABOVE I 1 8'-0"A.F.F. E02 ADDITION ;� �' E I _ r.................. y..........elf.........■ir...................ti I EXISTING � =1 TO REMAIN -� 1500 BRECKNOCK RD / I iCENTER SOFFIT VILLAGE OF D -. .. q _._GRID OVER BAR_. ...... i ■ ■ i ■ ■ GREENPORT, NY 11944 an ! I ■ OPEN70 ABOVE TO ABOVE PEN ABOVE I w j SUFFOLK COUNTY .._LIGH f COVE, PTD. -'a i ■ ■ 11BI 9'-4"A.F.F. �7- �r I ;A5.2 ® 8' 0- " Issued For: � 1 A.F.F. / /," 2 PRICING SET /A / I ■ OPEN TO ABOVE ■ OPEN TO ABOVE OPEN TO ABOVE I JEKISTING o V.I.F. EXISTING ' i 4■ ----------------- ■'1 no ---- -------- ■r- ----------------- u! i T r REMAIN I T I SOFFIT, PTD / '-0' ' 12- 23-2020Date: 6'-10" 6'-i0" 6-10, 1. EXISTINGi - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / e DATE RELEASE CORRIDOR A.F.F] ® ® / Y; 11022020 PRICING 1 1 9'-4"A.F.F. i 1 i ;I 01-12-2021 EQUIPMENT MEP COORDINATION __--________ / / E05 1 8'-0"A.F.F. _.._ _. _________________________ 03 04 6 -2021 PRICING A5.2 APPLY(2) LA' ERS OF A5.2 A5.2 02-25-2022CASED, PTD 1/2"GWB AS INDICATED ISSUED FOR CONSTRUCTION ' 06-03-2022 PERMIT SET ------ 8'-0" k p - ----------------------------- --- ............................ 8�_0 1 A.F.F. - 1 9 4 A.F.F. -- -- = i ---- _ „ 1 .F. _ .. j EXISTING p5 .... . , MENS ® i O OA S A05 ' E06 — ------ —/------/ 8'-0"A.F.F. ! ° 2 8'-0"A. .F. / PASSAGE 2A 8'-0"A. F. PA TR O ' O v % _ E O O .F. i/ ALCOVE N> E08 \ N CART 1 B 16'-0" Proj. No: 1310.01 / E O O / I I / V.I.F. Drawn By: E:) 07 --- ' Drawing Title: y 1 8-0' A. .F. / BAR aWl g O 1' 3 15'-0"A.F.FO O O O ,o REFLECTED CEILING E . EXIS Ir � / 3i � ® ® ®TNG AREA OF WORK Ill 7-0"A.F.F.8'-0"A.F.F.S DASHED NDTESWOMENa -4"A.F.F. ® SOFFIT GRD BELOWE07 ' " ,E i PLANS � s an F EXIST. ELEC. - 0"q A5.2 2 8'- F.F. 08 ® / ' e __........_..... ....._._........ .._, ...._..._..................... ... .........._..-._....... ..__.._._..../.............................__.._./......_-...;..._.._.............. _......_: CASED, PTD / - ACOUSTIC PANELS, REFER ' ill 8'-0'A.F.F. ---- - .. _.........._-_ _ _/ iv TO INTERIOR ELEVATIONS _._..... _..._............_.._........._....._.............._.. - _ ............, SIZING AND LOCATIONS, ........................:..................- _ .................. .. ...... � � FORS OC S, COATS ii TYP. EXISTING j EXISTING A06 / 2'-°" 20'-6° 2'-0" CORRIDOR /; /� CORRIDOR I�NDA Fo�� 4r A KEY PLAN CEILING PLAN AT UPPER PUB CEILING Project North 1 PUB CEILING PLAN 2 T A5.1 1/4"if - off = 1' - 0" DA �S'FU�LS A NJ 21A101611700-DE SS 42978-01•PA RA-409294 A _----BEARING PLATE FOR v METAL BOX BEAMS WD BRACING AS REQ'D. LINE OF CONT. COVE BEYOND A LINE OF CONCEALED a r c h i t e c t s BEARING WALL ABOVE v N WOOD STRUCTURAL 8"GWB OVER WOOD STUDS STRUCTURAL BEAMS N HEADER-SEE STRUC. CONT. LIGHT STRIP, SEE RCP CONT. LIGHT STRIP, SEE RCP 500 Kings Highway South 4 3/8" 4 1/4" F 2' v 3/4" PLYWOOD AT TOP OF .,QN EO,4 1/4 3/4"PLYWOOD AT TOP OF Cherry Hill, NJ 08034 SUPPORTS BOX BEAM BOX BEAM 856.770.1060 CEILING —77 110 0 office@kd-arch.com CEILING 5"GWB, PAINTED 8"GWB, PAINTED SEE RCP 8' 0 0 x I.— CEILING 7 SEE RCP T-011 GWB, PAINTED METAL BOX BEAM AND METAL BOX BEAM, SEE STRUC. NEW GWB CEILING, PAINTED BRACING, SEE STRUC. 01 SEE PLAN e APPLIED TRIM, REFER TO CEILING P* CEILING RECESSED LIGHT, SEE RCP INTERIOR DWGS SEE RC SEE RCP o_= o o T-011 CEILING CORNER BEAD AT EACH 11-011 LINE OF PERPENDICULAR SEE RCP END,TYP. GRID BEYOND 3"AXIOM CLASSIC TRIM BY ALIGN LIGHT FIXTURES, CORNER BEAD, TYP.AT CORNER BEAD,TYP.AT ARMSTRONG OUTSIDE CORNERS OUTSIDE CORNERS o -o__ o SEE RCP ACT, SEE RCP REFER TO MILLWORK WOOD BRACE DETAILS 1-HOUR RATED WALL- SOFFIT REFER TO PLAN AND SEE RCP PARTITION TYPES FINISHED CEILING- REFER TO RCP v A RECESS AT SERVER STATIONS (`2� LIGHT COVE DETAIL LIGHT COVE DETAIL r4 NOT USED (�5� HANGING ACOUSTIC PANEL DETAIL A5.2 1 1/2" = 1' - 0" A5.2 ) 1 1/2" = l' - O" �.2 1 1/2" 1' - 0" 1 1/211 1' - Oil 1 1/211 1' - Oil REFER TO PLAN FOR WALL N TYPES N BEARING PLATE FOR COL METAL BOX BEAMS BEARING WALL ABOVE WOOD STRUCTURAL HEADER-SEE STRUC. -------- FINISHED CEILING, REFER REF. PLAN REF. PLAN TO RCP FOR TYPE WD BRACING AS REQ'D. A I z 0 0 0 0 0 CEILING SUPPORTS SEE RCP CEILING R-38 BATT INSULATION GWP, PAINTED. REFER 0 0 0 TO IN DWGS EXIST CEILING 0 0 o CEILING 5/8"GYP BID F SEE RCP SEE RCP >< WOOD FRAMING AND BRACING AT SOFFIT EXIST SOFFIT GWB, PAINTED 2X WD JOISTS, SEE STRUC CONSTRUCTION SEE RCP STEEL BEAM REFER TO LIGHT FIXT. REFER TO �'R STRUC DWGS SCHEDULE 711�, FIXTURE INFO 2X WD BEAM SOFFIT,V.I.F. REFER TO RCP FOR LIGHT FRAMING AROUND EXISTING CEILING AND CORNER BEAD,TYP. SOFFIT SEE RCP CEILING NEW PARTITION, REFER TO SEE RCP X6� o 1 8 o WD SOFFIT SOFFIT T&G BEADBOARD PLANS SEE RCP 5/8"GWB ON 2X WOOD SEE RCP CEILING, PAINTED EXISTING WALL ASSEMBLY SEE PLAN FRAMING,ALIGN WIDTH OF e SOFFIT SOFFIT WITH WALLS ACOUSTIC PANELS, SEE CORNER BEAD, TYP. SEE RCP BEYOND INT DWGS 14, 1 6 WD TRIM WITH FINISHED-CEILING- REFER REVEAL AT BOT OF SOFFIT TO RCP 5/8" GYP BID AT UNDERSIDE PECONIC OF SOFFIT, PTD v N LANDING RECESSED LIGHT DETAIL (`6� TYPICAL INTERIOR PERIMETER SOFFIT DETAIL TYPICAL PORCH SOFFIT DETAIL SOFFIT AT OPENING TO EXISTING LIVING ROOM AT ACOUSTIC FEATURE WALL ��2 1 1/211 if - off 1 1/2" 1' - 0" A5.2 1 1/2" 1' - 0" ��-2 1 1/2" 1' - 0" PUB DINING & PORCH 3 ADDITION 1500 BRECKNOCK RD VILLAGE OF GREENPORT, NY 11944 SUFFOLK COUNTY R-38 BATT INSULATION GYP BID 0 o o o CEILING Issued For: SEE RCP PRICING SET REFER TO ROOF DETAILS FOR FASCIA CEILING CONSTRUCTION SEE RCP Date: Al WD SOFFIT FRAMING 12-23-2020 REFER TO RCP FOR CEILING 2X PT WOOD NAILER TYPES, SECURE CEILING DATE RELEASE ASSEMBLIES TO EXISTING CEILING CONSTRUCTION AS 11-02-2020 PRICING SEE RCP01 12 2021 EQUIPMENT MEP COORDINATION REQUIRED 03-04-2021 PRICING 02-25-2022 ISSUED FOR CONSTRUCTION WD TRIM AND CEILING 06-03-2022 PERMIT SET ce) WD SOFFIT FRAMING, BRACE Ah SOFFIT AS REQUIRED,ALIGN WITH 7[3 1/2"4[ SEE RCP PILASTER BEYOND TYPICAL PORCH WALL CEDAR SIDING TO MATCH EXISTING IN ASSEMBLY STYLE, SIZE AND COLOR ACCENT WALL, REFER TO INT ELEVS RECESSED LIGHT K`io� DETAIL AT PORCH FEATURE WALL SOFFIT IN PASSAGE ��2 1 1/2" 1' - 0" 1 1/211 1' oil Proj. No: 1310.01 Drawn By: WIDE Drawing Title: REFLECTED CEILING PLAN DETAILS it IL ■ ,I--�,OAR�Cijj,� i �Owt lr�41 14-T K UA x 'Z� A L N 1r% illy iv 02-25-2022 f DA LE6 ....70� 0.D"� NJ 21A10 1700-DE S5 VA-409294 7N8O41•'PAR) LIGHTING FIXTURE SCHEDULE , J) l TYPE DESCRIPTION MANUFACTURE CATALOG NUMBER LAMPS INPUT MOUNTING/ REMARKS I L! R NO. TYPE WATTS VOLT &HEIGHT GENERAL NOTES D1 LED direct/indirect wall sconce containing an aluminum housing, Tech Lighting ASPENTI 5 7000WAST-5- LED 14 120 Surface/ i 1028 lumen output,36°optics,ELV dimmable driver and powder FINISKLED930 3000°K 6'-6"to B.O. 1. REFER TO FINISH SPECIFICATIONS/SCHEDULES FOR SPECIFIC } } paint finish(color to be selected by the architect). Fixt ACOUSTICAL TILE,WOOD CEILING AND FABRIC INFORMATION, a r C h I l e C l S "-""-"---"""-"-------""-" """---"-""""""--"---"----- -"-"-"-"""----------------" ---" ----------"""-"---"--" ""---------------"-"""""--- D2 LED wall sconce containing a white glass diffuser 900 lumen Tech Lighting 70OWSKISW-W-N-LED930 LED 11 120 Surface/ FX3 FX3 FX3 FX3 FX3 output, ELV dimmable driver(in outlet box)and polished nickel 3000°K 6'-6"to B.O. 2, REFER TO ELECTRICAL SHEETS FOR ADDITIONAL LIGHT FIXTURE 500 Kings Highway South finish. Fixt INFO. &SPECIFICATIONS g Cherry Hill, NJ 08034 ` 3 D3 LED 4-arm pendant containing an aluminum housing,clear blown Tech Lighting SEDONA-700-SDNMP-R1- LED 14 120 Pendant/ 8567 70.1060 glass shades, 1200 lumen output,ELV dimmable,stem C-S-LED927 2700'K Verify 3. CONTRACTOR TO FOLLOW ALL MOUNTING HEIGHTS AS A3.2 suspension,4"dia.ceiling canopy and satin nickel finish. orientation SPECIFIED. SEE INTERIOR ELEVATIONS AND ELECTRICAL DWGS. office@kd-arch.com i and approx. FOR MISC. HEIGHTS j mtg heights Al LANDSCAPE 4. EMERGENCY LIGHTING-BUILDING POWER IS FULLY BACKED UP p with arch BY GENERATOR. f I prior to install 14 � FX3 TERRACE FX3 i F1 LED recessed adjustable downlight containing a 3"dia.aperture, Aculux INIT3 A 12LM-30K-80CR1- LED 12 120 Recessed 1200 lumen output,50°optic,solite lens,universal dimming driver 50D-UGZ-120-ICAT-NT3ABV 3000°K LIGHT FIXTURE LEGEND f and IC rated new construction housing. The reflector cone and BD WHSF-SF-WSOL I ceiling trim flange shall contain a white finish. SYMBOL DESCRIPTION F2 LED recessed downlight containing a 3"dia.aperture, 1500 lumen Aculux INIT3 DR 15LM-27K-80CRI- LED 16 120 Recessed ® RECESSED DOWNLIGHT. I output,50°optic,solite lens,universal dimming driver and new 50D-UGZ-120-NT3DP-CD- 2700"K I construction housing. The reflector cone shall have clear diffuse WHSF-WSOL l finish and ceiling trim flange shall have a white finish. ANGLED ACCENT LIGHT -------------------------------- -- FX3 FX3 ------------------------------------ FX3 -- --------------------------------FX3 F2A LED recessed downlight containing a 3"dia.aperture, 1500 lumen CSL ED3S-NIC-27-90-50-15-S- LED 16 120 Recessed WALL MNTD. SCONCE FIXTURE. output,50'optic,solite lens,universal dimming driver and new ED3-50-OPTIC-ED3-MP- 2700°K construction housing. The reflector cone shall have clear diffuse ED3-R-F-ST-SW I finish and ceiling trim flange shall have a white finish. DECORATIVE CEILING MOUNTED CHANDELIER , F3 Similar to F2 except with 35°optic. Aculux INIT3 A 15LM-27K-80CR1- LED 16 120 Recessed 35D-UGZ-120-NT3DP-CD- 2700°K WHSF-WSOL 2 X 4 LED FIXTURE F4 LED recessed downlight containing a 2"dia.aperture,800 lumen Aculux AX2 DR G2-08LM-27K- LED 10 120 Recessed D 1 g F 1 D 1 ^o F 1 D 1 S F 1 D 1 FX3 output,35°optic,solite fens,ELV dimming driver and remodel 80CRI-35D-FPC-120-2DP- 2700°K D1 ^ ^ housing. The reflector cone shall have clear diffuse finish and CD-WHSF WALL MOUNTED LANDSCAPE LIGHTING FX3 - - - ceiling trim flange shall have a white finish. F5 LED low voltage variable white tape light system mounted in an Acolyte RB-O-WVS220-6.0VW/AS 3- LED 6W/LF 120 Surface 1.Tape fight shall extend along sections of the _ -- D 1 indirect architectural cove.The system shall contain a 0.3"W F/JUMPERS/DRIVERS/ 2000°K- light cove.See drawings for layouts.2.Contractor F EXHAUST FAN WITH LIGHT&HEATER D2 -- -_ - DZ - - - - - - - -- - _- -- flexible LED tape wrapped in a clear protective silicone gel with 120° DIMMING INTERFACES/ 6000°K shall field dimension the cove and provide the ' - - -- - -- - - - - -- - - - --- ` beam spread,465lumens/ft output,1"W x 12"H aluminum WALLBOX DIMMERS fabricator with the exact lengths required.3.Mount SUPPLY AIR CEILING DIFFUSER - - - - - - -- ` mounting channel and frosted lens.The tape shall be operated by remote drivers and interfaces in a concealed and <O - - -- - ® (8)remote 120W drivers and 8 2-channel OV h c location. shop drawings -- - -- - - - r n 1 interfaces.es ' - - - -- system shall be controlled by(2)0-10Vwallbox dimmers(one for showing system layout,wiring diagrams and F1 ` - - - F2 - -__ _ F2 -_ __-_ _____ _ 1 intensity and one for variable white control.)Daisy chain short tape equipment cuts for approval prior to fabrication. RETURN AIR CEILING REGISTER - - - -- - - EQ -- -EQ lengths using 6"long jumpers containing plug connectors. --- - - D1 - - - 1----I LED STRIP DOWNLIGHTING b D2 F2 F2 ® F2 D2 � � F6 LED low voltage tape light system mounted under an architectural Acolyte RB-90-SWS220-3.027-ASI- LED 96 120 Surface/ 1.Tape light shall extend along sides of the U- �. r top to provide task lighting.The system shall contain a 0.31"W NVDRV-W 2496ELV 2700°K See 6/A10.1 shaped bar top.2.Provide wire jumpers at - - --- -- - 1 ------ D s -_—__- / flexible high mounting channel withmilkylens and a emote Mount driver n a concealedand accessible LE TRIP UPL GHTING -- EQ EQ__- W _ -_ f � /�` 96W ELV dimmable driver. _- - PORCH - - - - - I cation. ® LINEAR DIFFUSER-REFER TO MEP PLANS FOR INFO - _ F7 LED low voltage wet location tape light system mounted in an Diode LED DI-241/-NO9-27K-NA- LED 8.3W/LF 120 Surface 1.Tape fixture should star/end 3"shorter than the <0� - ® architectural cove containing 730 lumen/ft output tape with 150 x 15° LENGTH/DI-NO-MTCH-39/ 2700°K architectural cove to prevent hot spot on the side F1 - - F2 A02 F2 / optic,aluminum mounting channel and remote 6OW MLV dimmable DI-MLV-24V6OW wall. IT LIGHT - _ :__ _-_ - driver mounted in a dry concealed acceable location. EX - - _ F 10 EXISTING /; F8 LED recessed grazing cove containing an extruded aluminum Lumenwerx V3SKID-GRO-LED-80-500- LED 7W/LF 120 Recessed/ 1.Fixture to extend along entire wall length. I A5 2 D1 O F2A O F2A O F2A o� _ housing with deep regressed lens,500 lumens/foot output,0-1 OV 27-LENGTH-120-D1-1-DMF- 2700'K Center in Contractor to provide field dimensions. CI 10 D2 D2 ; D1 o PORCH % /' dimmable driver and drywall mud flange.Finish to be selecetd by CF Alcove - - -- --- - - - - - -- - the archtect. OR FIIRELTAOBLE. F1 y - - -- F9 LED recessed 2x4 containing a steel housing,smooth reflectors, Lithonia Lighting 2BLT4-40L-ADSM 120 EZ1- LED 32 120 Recessed E03 MOUNT AT 48"AFF. --- - - - - - - - - -- 0 �' i curved smooth diffuser,4000 lumen output,integral 0-10V LP830 3000°K - - - dimmable driver white finish. - --- - - ® -- - - - - - ® - ----- - - - d' bf d' d h't f' ' h / ! i - - -- - --- -- - - 10 F2 - F2 T USED D2 --- - --- D2 I / / F11 Similar to F6 except with 4W/ft output. Acolyte RB-90-SWS220-4W/ft-ASI- LED 4W/ft 120 Surface/ 1.Tape light shall extend along underside of each I I / / , - \e� / WDRV W-2496ELV 2700°K shelf.2. Mount driver in a concealed and 1 / , accessible location. D2 DZ , / // 6 - } F8 6-9 V.I.VI F. 7-6 71-611 6-9 V.I.F. F8 , / � FX1 NOT USED / i I � u � n � n � n I I� , I I 6 A5.2 , , i A5.2 FX1A NOT USED F2 F2 F2 CENTER FIXTURE F2 F2 t j % ' FX1B NOT USED / i 1 ON BAR LAYOUT � i � { , '' /� LED STRIP P E C O N I C 2 i / FX2 NOT USED / i I LU UPLIGHTING LANDING I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A5.3 PPERCEILING a F5 F5 F5 I % / j' FX3 Railing Mounted Oval Accent Light provided by railing mfr TimberTech White Surface 1.Mount the bottom of the fixture 30"AFF 'EXISTING/% � � � ................... ..-------------.... r.... .....r..... . � � -_ is / TE During a installation, hall initially aim and focus all adjustable interior lighting fixtures as indicated'n a li lighting fixture schedule.The contractor shall value for time to further fine tune the initial aiming and ' I ,. �-- F5 I I � LIGHTING CONTROL ,.--�� �' ,,' O 1 D g th o ,the contractors 1 y 1 t or I g ng f i to g g g PUB DINING N In i DINING ROOM I i focusing after review by the owner,architect and/or lighting designer.2.In regard to dimming,the contractor shall initially set the lighting controls as suggested on drawings/specification,following the review of the client, / i I ; J ■ ■ ■ I LOCATION 'C'-REFER / ■ ,' ' ,' owner,architect or lighting designer.Further,fine tuning shall be with the assistance of the representatives of the dimming control system.All fine tuning should be scheduled during daylight hours. & PORCH I - - ■ -- - ; - - - - ■ - I ■ � ■ ■ TO ELEC PLANS / I BAR EXISTING F I A01 I F LIVING ROOM ' - 0 - I ; ' ADDITION F5 II �rr--rr----■�r-rr---�r■rr--r-- ---------�.---�-r----�r-rr-rd:� 11 ' CENTER FIXTURE i I / i' i ■ ■ ■ I ■ 1500 BRE KN i T- � 2F-0 D3 I 1 / % C OCK RD / ON BAR LAYbU 2 0 ■ ■ ■ / ■ / i I I i i D3 , / VILLAGE OF i I ■ ■ / / ■ r � GREENPORT NY 11944 F ■ / ■ D3 ■ ■ I F I I � A5.2 I / SUFFOLK COUNTY r U ■ / / / / % ' / / c0 i I �rrrrrrrrrrrrrrrrrrr�rrrrrrrrrirrrrrrr--�rrr�rrr�rr� rrrrr ri II iC� CENTER FIXTURE cJ ON BAR I I F I i LAYOUT ■ I ., Issued For: - ■ . ■ ■ I / I PRICING SET 1/ F ■ / I � I ■ � --- ■ ■ I I i , I I \ XF2 %r-r-r-r-----r---r--fir--- -rr■-rrrrr--r-lrr--r-rr---rr--rrr -lp i / LIGHTING CONTROL I 1 / / • • , ' I / DASHED LINE INDICATES F5 I / LOCATION'S'. MOUNT AT 36" i LOCATE CENTER OF FIXTURE 2" A10.1 Date: / i / SHELF PROJECTIONS ABOVE- - - - - - - - - - - - - - - - - - - - - - - ' ' 12-23-2020 — — — — — — — — FROM INSIDE EDGE OF COUNTER, TYP.AFF-REFER TOBELAECR PLANS. . COUNTER WHERE 'F11' IS TO - - Cwt CENTER FIXTURE / BE MOUNTED EXISTING ONBARLAYOUT- - iDATE RELEASE ;CORRIDOR F2 F2 F2 F2 I / / A01 11-02-2020 PRICING 6'-9"V.I.F. T 7'-6" T-6" 6'-9"V.I.F. I / F11 (X5) 01-12-2021 EQUIPMENT MEP COORDINATION E05 LIGHTING CONTROL' d / I 03-04-2021 PRICING i / I u--------- -----u 02-25-2022 ISSUED FOR CONSTRUCTION LOCATION 'A'-REFER TO ELEC PLANS 06-03-2022 PERMIT SET 08-03-2022ERMIT REVIEW COMMENTS , F11 (x5} = F11 (x5) / j /' --------------- ---------------� P 2 I ------ I / / i - - - - - - /' - - '" 5.3 / CENTER FIXTURE 1N / i /ACOUSTIC'TILE,/TYP.. % i 0 F9 F9 /EXISTING /r/ / F2 ;/ ;�� i / / / i 6 MEN S , OAS / i F2 F2 A05 / LIGHTING PLAN AT / PASS PA TR O / F2 3 LIGHTING PLAN AT UNDER BAR SURFACE 4 SERVER STATION ALCOVE % C)4 03 A5.3 1/411 - 1 - Oil A5.3 1/2" = 1 - Oil J. >' / 'I j F2 / / F9 F9 , -' ® 2 ® 2 ALCOVE - E08 F2 C RT / ^ , / �� % // - Proj. No: 1310.01 / I / �i jl 'F/ i r� f Drawn By: 0 1 7 I Dr 't Drawing Title: i 9 ® O O O ` O /' F3 F3 F3 LIGHTING ! F2 'I F2 :% F2 F2 F2 -- - 1'-3" . - BAR PLAN ' A01 AREA OF WORK ' EXISTING Cr WOMENSi I ® / / /: ;. / ; / ; / O s OB LOW O F2 j / / i i' /_\L/ / i' F3 F3 D3 6 F3 /'I j i// i" I'I ' i /' d- . ® EXIST. ELEC. i BELOW IMIA / �� 3.. - / / F2 //, -� ' - , I �' , - BELOW - - - -- %i / F2 0 00' F3 F3 F3 ACOUSTIC PANELS REFER , COATS j - - - - A i / %' / ' / i' / /' ;' ' ;' i' EXISTING ;' / ' TO INTERIOR ELEV TIONS //,EXISTING ORRIDOR / % , /A06 / / / / / / / FOR SIZING AND LOCATIONS, / / / / CORRIDOR / TYP. E09' KEY PLAN Project North 53 1 PUB LIGHTING PLAN 2 LIGHTING PLAN AT UPPER PUB CEILING A5.3 1/411 = 1' - 0" A5.3 1/4" = 1' - 0" DAVID S.FOMES,AIA NJ 21A101611700 0 E 55-0007966•NY 042978-01•PA R4-009294 ABBREVIATIONS FOR DOOR SCHEDULE AND NOTES. FRAME TYPE X DIMENSION TYPICAL INTERIOR PARTITION -i WALL ALUM. - ALUMINUM HM - HOLLOW METAL PTD. - PAINTED SPAN. - SPANDREL GLASS (2)2X HEADER W/1/2" PLYWD. ACR - ACRYLIC INSUL.- INSULATED R&S WD RAIL&STILE WOOD DOOR SCWD - SOLID CORE WOOD DOOR architect S PACK FRAME WITH SPACERS AT LOAD-BEARING FG - FIBERGLASS I/T - INSULATED/TEMPERED SC - SOLID CORE STL - STEEL BATT INSULATION 7/16" 7/16" PARTITIONS-SEE STRUCT. GD - ROLL DOWN METAL GRILLE PD _ ANDERSON ARCHITECTURAL SERIES SCED - SOLID CORE (MASONITE) EMBOSSED DOOR T - TEMPERED HCWD - HOLLOW CORE WOOD DOOR PRE - PREFINISHED FRP - FIBERGLASS REINFORCED PANEL DOOR U.C. - UNDERCUT DOOR 1" D722 500 Kings Highway South 12 GA STEEL CHANNEL DWGS. Cherry Hill, NJ 08034 REINFORCING AT SEALANT JOINT BOTH SIDES X - EXIST.NG DOOR TO REMAIN F - FROSTED STAIN - STAINED WD - WOOD DOOR NUMBER 856.770.1060 HEAD FOR OPENINGS FRP - F.G. REINFORECED POLYESTER WD CL- WOOD CLAD office@kd-arch.com OVER 4'-0" HEAD DOOR ELEVATIONS SEE LO TYPICAL INTERIOR PARTITION WALL U) SEE SEE SEE (n SCHED. SEALANT JOINT m SCHED y SCHED y SCHED. LL. BOTH SIDES _ DOUBLE WOOD STUD AT JAMB O O 7/16" 7/16„ PACK FRAME WITH - -- -- - - - q - - - - - TEMP. BATT INSULATION Cl) r" _ - GLASS ANCHORS AT JAMBS. MIN O o (3) PER JAMB. O o 0 0 ao JAMB N o LU LU N L 15/16" Sa/16' °° O z - x , - � Z W - ' 02 O O O O O WALL+7/8" o nW A 6 C 0 E F G O 2-PANEL FLUSH HALF LITE NOT USED GLASS PANEL OUTSWING PATIO NOT USED NOT USED BASIS OF DESIGN: ANDERSEN COASTAL DOORS A SERIES INTERIOR DOOR F=RAME DETAIL _ <V 1 JAMB AND HEAD AT 2" HM FRAME 2" SEE 2 SEE A6.1 SCALE: 3" = 1'-0" SCHED. SCHED. 2" rn SEE SCHED. �// N j W " `d. _ / J f rn N 0 D W W / W W 3 W r W W C U) W W NOT USED 5 � A6.1 SCALE: 3" = 1'-0" \ 2"HM FRAME VINYL FRAME W/TRANSOM STL FLUSH FRAME DOUBLE EGRESS FRAME (ANDERSEN COASTAL SERIES) x WINDOW ELEVATIONS HARDWARE SETS BAR CD BASIS OF DESIGN-ALL SELECTIONS TO BE COORDINATED WITH OWNER'S REPRESENTATIVE FOR STYLE,ACCESS, AND OPERATION. A01 Y 1 -8 1/2 Q 4'-11 7/8" Q 4'-8 1/2" ¢ ALL HINGES AND HANDLES/LEVERS TO BE IN SATIN NICKEL OR BRUSHED NICKEL. a SET 1 10.2 r • NOT USED .t 6'-4 1/2" HOLD 9 5/8" '\% �,�, ':' - / - /� \ JAMB MULL SET 2 (90 MINUTE RATED FOR PROTECTED OPENING IN 2-HOUR ASSEMBLY) ., �.. oo ao 00 (3) STANDARD HINGES 3/A6.2 4/A6.2 PANIC HARDWARE ON PUSH SIDE OF EACH DOOR SOFFIT IN CORRIDOR ALCOVE-REFER TO / n' �n �n ; / • ELECTROMAGNETIC HOLD OPEN TIED TO FIRE ALARM SYSTEM AT EACH DOOR REFLECTED CEILING PLAN FOR CEILING HEIGHTS M v /' \ / • SURFACE CLOSER • • SMOKE GASKETS AND TYPES 5" :,�� "'*NOTE: COORDINATE ACCESS AND FIRE REQUIREMENTS WITH OWNER'S REPRESENTATIVE f \ \ N N N (6 �_ - m SET 3 CD 00 `~ �- N iv N iv • (3) STANDARD HINGES p LOCKSET- KEYED • PECONIC . • PUSH BAR- PUSH SIDE W1 O W3 SURFACE CLOSER AND STOP-PUSH SIDE 11A 10.2 . WEATHER STRIPPING ' LANDING 2 NOT USED PROVIDE CONTINUOUS 2-HOUR RATED WALL CN16 P5060 CW26�* • ""'PROVIDE WIRING FOR FUTURE AUTO-OPERATOR INSTALLATION"" � A6.1 SCALE: ASSEMBLY TO MAINTAIN EXISTING 2-HOUR BUILDING SET 4 SEPARATION. MODIFY EXISTING CONSTRUCTION AS BASIS OF DESIGN: ANDERSEN COASTAL WINDOWS 400 SERIES (3) STANDARD HINGES PUB DINING • PASSAGE SET NEEDED. PROVIDE 2-HOUR HORIZONTAL ASSEMBLY • WALL STOP _ ABOVE FINISHED CEILING AND TIE INTO EXISTING LX PORCH • SURFACE CLOSER-PULL SIDE? TYPICAL INTERIOR PARTITION 2-HOUR CMU FIRE WALL. FIRE CAULK ALL JOINTS - HEADER W/112" PLYWD. AND PENETRATIONS. SET 5(RATED) ADDITION 3 180' HINGES • PASSAGE SET SPACERS AT LOAD-BEARING O PARTITIONS-SEE STRUCT. "= / DWGS. Az-v • SURFACE CLOSER- PUSH SIDE 12 GA STEEL CHANNEL - - - - - - • ELECTROMAGNETIC HOLD-OPEN 1500 BRECKNOCK RD >< REINFORCING AT HEAD -- FOR OPENINGS OVER 4'-0" / �' - - - - - SET 6(RATED) \ - - - - - - _ - - - - - - - ' VILLAGE OF ' ALIGN FACE OF DOOR IN OPEN POSITION WITH • (3) STANDARD HINGES GREENPORT, NY 11944 HEAD PARTITION • LOCKSET- KEYED SUFFOLK COUNTY • SURFACE CLOSER-PULL SIDE L REFER TO PLANS AND DOOR SCHEDULE FOR DOOR ELECTROMAGNETIC HOLD-OPEN TYPICAL INTERIOR PARTITION WALL TYPES. • WEATHER STRIPPING • KICK PLATE&MOP PLATE DOUBLE WOOD STUD AT JAMB SET 7 (RATED) WD. CASING PER INT. POCHE INDICATES EXISTING WALL CONSTRUCTION • (3)STANDARD HINGES Issued For: DWGS. TO BE CONFIRMED IN FIELD LOCKSET- KEYED PRICING SET CLOSER-PULL SIDE 18 GA PRE-FINISHED • SMOKE GASKETS - STL. FRAME Date: 12-23-2020 JAMB DATE RELEASE 11-02-2020 PRICING -29/32' 1-9/16" , z_ W 5 - 01-12-2021 EQUIPMENT MEP COORDINATION 02 N ' 03-04-2021 PRICING WALL+3/32" o 0- N DOOR SCHEDULE :; 02-25-2022 ISSUED FOR CONSTRUCTION O 06-03-2022 PERMIT SET 00 DOORS FRAMES DETAILS REMARKS DASHED LINE INDICATES LIMITS OF CONTRACT DOOR LOCATION ELEV. LABEL SIZE(W x H x TH) MAT. FINISH GLAZ.LVR. / HDWR TYPE MAT. FINISH HEAD JAMB SILL (MIN.) U.C. SET INTERIOR DOOR F- RA M E DETAIL 1'-0 3/4" 6'-4 1/2" HOLD 9 3/4" A1.1 - - - - - - - - - - - - - - NOT USED ANDHEAD ��T FLUSH HM FRAMEA1.3 B 90 7'-0"X 8'-0"X 1'-6" STL PRE - - 2 5 HM PTD 6/A6/1 - DOUBLE EGRESS CORRIDOR FIRE DOOR-�� JAIVIB EXISTING A2.1 E - 3-0"X 8'-0"X 1 3/4" WD CL PRE MFR - 3 2 WD CL PRE 6&7/A6.2 9/A6.2 8/A6.2 ANDERSEN COASTAL SERIES, PROVIDE ELECTRICAL FOR FUTURE AUTO-OPERATOR A6.1 SCALE: 3" = 1'-0" CORRIDOR A2.2 E - T-0"X 8'-0"X 1 3/4" WD CL PRE MFR - 3 2 WD CL PRE 6&7/A6.2 9/A6.2 8/A6.2 ANDERSEN COASTAL SERIES, PROVIDE ELECTRICAL FOR FUTURE AUTO-OPERATOR E05 A3.1 C - T-0"X T-0"X 1 3/4" SC PTD F/T - 4 1 HM PTD 1/A6.1 1/A6.1 - COATS A05 A4.1 B 90 T-6"X T-0"X 1 3/4" SC PTD - - 5 1 HM PTD - 5/A6.2 - ALCOVE E08 3 A7.1 A 60 T-0"X T-0"X 1 3/4" SC PTD - - 6 3 HM PTD 3/A6.1 3/A6.1 - PANTRY A03 A7.2 B 60 T-0"X T-0"X 1 3/4" SC PTD - - 7 1 HM PTD 1/A6.1 1/A6.1 - EXIST. ELEC. E08 ---� JAIVIB/POCKET DETAIL AT DOUBLE EGRESS FIRE DOOR A6.1 SCALE: 1" = 1'-0" Proj. No: 1310.01 Drawn By: Drawing Title: DOOR & WINDOW SCHEDULES, DOOR DETAILS z� Aff IR 7 NOT USED UA A6.1 SCALE: 3" = 1'-0" EOiy�F a �N 4 NOT USED $ NOT USED 9 NOT USED qpg ,per A6.1 SCALE: 3" = 1'-0" A6.1 SCALE: 3" = 1'-0" -1 A6.1 SCALE: 3" = 1'-0" NJ 21 A101611700 0 -000 86• 42 1•PARA-009294 STEEL BEAM, REFER TO STRUC REFER TO A7.1 FOR ✓ I REOFOD SOFFIT ER TO STRUCAMING, ROOF DETAILS a r c h i t e c t s STEEL BEAM, REFER TO REFER TO A7.1 FOR STRUC N ROOF DETAILS 500 KinCherry Hill, NJ South 8034 WOOD SOFFIT FRAMING, j }' I 856.770.1060 REFER TO STRUC ✓ \ p i TYPICAL PORCH WALL ASSEMBLY office@kd-arch.com \\ Q I BUILDING WRAP, PULL BACK TO LAP / o i OVER FLEXIBLE FLASHING, BLOCKING 5/4 PVC TRIMBOARD AT WIN HEAD SIZED TO o AND METAL FLASHING COVER DISTANCE BETWEEN DR FR AND UNDERSIDE OF FASCIA. F- ✓ BUILDING WRAP, PULL BACK TO LAP OVER w ` FLEXIBLE FLASHING, BLOCKING AND METAL a � ' FLASHING SOFFIT TRIM AND I BACKER ROD AND SEALANT BETWEEN / ALUM. FLASHING AND DRIP EDGE. EXTEND 8'w CEILING AS SCHEDULED I ALUM. FLASHING AND TRIM — - -- /" UP WALL ALUM. FLASHING AND DRIP EDGE. SOFFIT TRIM AND j BACKER ROD AND SEALANT BETWEEN ALUM. - `I CEILING AS SCHEDULED FLASHING AND TRIM -- - I EXTEND 8" UP WALL 5/4x5 PVC TRIMBOARD AT WIN HD, PROVIDE TYPICAL PORCH WALL 1X WD BLOCKING AT R.O. PERIMETER / 5/4 x 5 PVC TRIMBOARD AT WINDOW ASSEMBLY DASHED LINE INDICATES TRANSITION TO _:. HEAD. PROVIDE 1x PT WD BLOCKING AT EXISTING SOFFIT AT EXTERIOR PORCH'E03' WINDOW PERIMETER BEHIND TRIM PROVIDE 1x2(ACTUAL)WD TRIM AT AT DOOR A2.2 ONLY TYPICAL WINDOW/DOOR HEADER INTERIOR HEAD .....--- SEALANT BETWEEN TRIM AND FRAME 2x6 WD FRAME AT R.O. EXTERIOR DOOR AND TRANSOM • 2x6 NAILERS, FILL VOID WITH RIGID % ASSEMBLY-REFER TO PLAN ANDn I I LAP FLEXIBLE HEAD FLASHING UNDER WRB INSULATION LAP FLEXIBLE HEAD FLASHING UNDER DOOR SCHEDULE -- - (4" MIN.).ADHERE TO SHEATHING AND WOOD • 2x6 WD TOP PLATE WRB(4"MIN.).ADHERE TO SHEATHING AND EXTEND VERTICALLY BEHIND BLOCKING AND EXTEND VERTICALLY BEHIND FLASHING AND DOWN ACROSS FACE OF METAL FLASHING AND DOWN ACROSS FACE DOOR FRAME. OF DOOR FRAME. EXTEND 8" BEYOND R.O. AT EACH JAMB. B GWWALL AND RETURN, PAINTED SEALANT BETWEEN TRIM AND FRAME 6 HEAD AT OUTSWING PATIO DOOR A6.2 SCALE: 3" = 1'-0" EXTERIOR WINDOW ASSEMBLY- REFER TO PLAN AND WINDOW TYPES i � EXTERIOR DOOR AND TRANSOM ASSEMBLY 1 DIRECT SET TRANSOM BY - H EAD AT VI NYL WI N DOW REFER TO PLAN AND DOOR SCHEDULE MANUFACTURER ��L� A6.2 SCALE: 3" = 1'-0" f EXTERIOR WINDOW ASSEMBLY-REFER _ TO PLAN AND WINDOW TYPES WOOD SILL AND APRON, PAINTED K--7-� TRANSOWDOOR DETAIL AT OUTSWING PATIO DOOR A6.2 SCALE: 3" - 1'-O" — / 4/4x2 PVC TRIMBOARD SILL OVER 5/4 x 5 PVC TRIMBOARD APRON. PROVIDE 1x PT WOOD BLOCKING AT WINDOW PERIMETER BEHIND TRIM EXISTING 2-HOUR FIRE WALL CONSTRUCTION, REPAIR AS REQUIRED TO LIKE NEW / \ CONDITION AND REFER TO INTERIOR FINISH SCHEDULE FOR MORE INFO. `\ TYPICAL PORCH WALL ASSEMBLY EXTERIOR DOOR AND TRANSOM ASSEMBLY-REFER TO PLAN AND DOOR SCHEDULE P E C O N I C LANDING INSTALL SILL PER MANUFACTURER'S REFER TO INTERIOR DWGS AND INTERIOR PUB DINING INSTRUCTIONS. COORDINATE FINISHED FLOOR SURFACE ON EACH SIDE TO , FINISH SCHEDULE FOR TRIM PROVIDE ADA-COMPLIANT TRANSITION. & PORCH FRAME OUT R.O.AS REQUIRED TO RECEIVE ADDITION NEW DOOR ASSEMBLY S I LL AT VI NYL WI N DOW _ � 2 I A6.2 SCALE: 3" = 1'-0" 1500 BRECKNOCK RD VILLAGE OF TYPICAL PILASTER/COLUMN ASSEMBLY GREENPORT, NY 11944 CONCRETE SLAB AND SIDEWALK, REFER , \ SEALANT BETWEEN TRIM AND FRAME SUFFOLK COUNTY TO STRUC AND CIVIL DRAWINGS 5/4 x 5 PVC TRIMBOARD AT WINDOW JAMB \ SILL AT OUTSWING PATIO DOOR TRIMMED TO FIT. PROVIDE 1x PT R (2) LAYERS CONTINUOUS 1/2" RATED GWB TO BLOCKING AT WINDOW PERIMETER $ I BEHIND TRIM MAINTAIN 2-HOUR FIRE RATED ASSEMBLY. \ A6.2 SCALE: 3" = 1'-0" i FIRE CAULK ALL JOINTS AND PENETRATIONS. BACKER ROD AND SEALANT BETWEEN BUILDING WRAP, PULL BACK TO LAP ISPRICING SET ALUM. FLASHING AND TRIM OVER FLEXIBLE FLASHING AND BLOCKING TYPICAL PORCH WALL ASSEMBLY Date: -- _-- NO SIDING AT COLUMN 12-23-2020 DATE RELEASE TYPICAL PORCH WALL ASSEMBLY ' NO SIDING AT COLUMN i �NO OUT R.O.AS REQUIRED TO RECEIVE 11-02 2020 PRICING NEW DOOR ASSEMBLY 01-12-2021 EQUIPMENT MEP COORDINATION ' --- FLEXIBLE JAMB FLASHING AT R.O. - LAP 03-04-2021 PRICING REFER TO DETAILS ON 02-03-2022 ISSUED FOR CONSTRUCTION UNDER WRB AND EXTEND INTO R.O. (4" 06 03 2022 PERMIT SET TYPICAL PILASTER/COLUMN A/4.2 FOR COLUMN MIN.). ASSEMBLY FACING PORCH ` ` EXTERIOR WINDOW / ASSEMBLY- REFER TO PLAN AND WINDOW TYPES KING AND JACK STUD AT WINDOW JAMB PTD GYP BD INTERIOR. REFER TO FINISH 90 MIN. RATED FIRE DOOR IN 2-HOUR FIRE R.O. SEALANT BETWEEN TRIM AND PVC SCHEDULE WALL. REFER TO SPECS FOR MORE INFO. BOARD - REFER TO INTERIOR DWGS AND INTERIOR LINE OF SILL BELOW FINISH SCHEDULE FOR DOOR FINISHES 514 x 5 PVC TRIMBOARD AT WINDOW JAMB GWB WALL AND RETURN, PAINTED TRIMMED TO FIT. PROVIDE 1x PT WD BLOCKING AT R.O. PERIMETER BEHIND y TRIM PROVIDE 3/4x2 (ACTUAL)WD TRIM AT SEALANT BETWEEN TRIM AND FRAME INTERIOR JAMBS REFER TO INTERIOR DWGS AND INTERIOR FINISH SCHEDULE FOR WALL FINISHES REFER TO DETAILS ON A/4.2 FOR COLUMN LAP FLEXIBLE FLASHING OVER WRB(4" FACING PORCH MIN.).ADHERE TO SHEATHING AND WOOD 3 JAMB AT VINYL WINDOW BLOCKING. EXTEND 8 BEYOND R.O.AT EXTERIOR DOOR AND TRANSOM EACH JAMB. ASSEMBLY-REFER TO PLAN AND DOOR � � ' A6.2 SCALE: 3" = 1'-0" SCHEDULE ' 5/4 x 5 PVC TRIMBOARD AT WINDOW JAMB Pro�' No: 1310.01 TRIMMED TO FIT. PROVIDE 1x PT WD BACKER ROD AND SEALANT BETWEEN Drawn By: PROVIDE MAGNETIC HOLD OPEN TIED TO FIRE BLOCKING AT WINDOW PERIMETER ALUM. FLASHING AND TRIM ALARM SYSTEM BEHIND TRIM == Drawing Title: BACKER ROD AND SEALANT BETWEEN EXTERIOR WINDOW ASSEMBLY- REFER ALUM. FLASHING AND TRIM TO PLAN AND WINDOW TYPES DOOR AN D PROVIDE 3/4x2(ACTUAL)WD TRIM AT - WINDOW DETAILS INTERIOR JAMBS ` 2" PTD GYP BD INTERIOR. REFER TO FINISH SCHEDULE \ �_...,�...,....:�._,. ` REFER TO INTERIOR DWGS AND INTERIOR SEALANT BETWEEN TRIM AND FRAME FINISH SCHEDULE FOR TRIM 5/4 x 5 PVC TRIMBOARD AT WINDOW W \ FLEXIBLE JAMB FLASHING AT R.O. -LAP JAMB. PROVIDE 1x PT WD BLOCKING AT UNDER WRB AND EXTEND INTO R.O. (4" R.O. PERIMETER BEHIND TRIM I ` MIN.). I EXISTING 2-HOUR FIRE WALL CONSTRUCTION, I REPAIR AS REQUIRED TO LIKE NEW SEALANT BETWEEN TRIM AND CLADDING / I CONDITION AND REFER TO INTERIOR FINISH EXTERIOR WINDOW ` SCHEDULE FOR MORE INFO. ASSEMBLY-REFER TO PLAN AND WINDOW TYPES TYPICAL PORCH WALL ASSEMBLY DOUBLE STUD AT BACK-TO-BACK PROVIDE J-CHANNEL TRANSITION AT WINDOW JAMB R.O. VERTICAL TRIM �AF?01.1. AM LINE OF SILL BELOW 1/1 FOWZ k GWB WALL AND RETURN, PAINTED a 7� K-9- JAMB AT OUTSWING PATIO DOOR 5 RATED 180 DEGREE DOOR 4 BACK TO BACK JAMB AT VINYL WINDOW A6.2 SCALE: 3" = 1'-0" A6.2 SCALE: 1 1/2" = 1'-0" �-2SCALE: 3" = 1'-0" s o Q` D 1TF8 N4S IA NJ 21A101611700 DESS 042978-0I •PA RA-409294 AM DIMENSIONAL ROOF SHINGLES SHALL MATCH EXISTING ON 2 LAYERS OF 15#ASPHALT SATURATED FELT. u. . A 23/32"THICK T&G PLYWOOD ROOF arc itects SHEATHING SCREWED TO ROOF FRAMING AND JOISTS. 500 Kings Highway South ROOF FRAMING AND JOISTS. SEE DETAILS ,?� Cherry Hill, NJ 08034 AND STRUCTURAL DRAWINGS FOR 856.770.1060office tlkd-arch.com ADDITIONAL INFORMATION. :i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a r MAINTAIN 1"CLEAR VENTILATION BETWEEN INSULATION AND UNDERSIDE OF SHEATHING 1 ASPHALT SHINGLE-ROOF ASSEMBLY 'B2' - - - - - - - - A7.1 SCALE: 1-1/2" = 1'-0" 2 NOT USEDK-3 NOT USEDK-4 NOT USED 5 NOT USED A7.1 1-1/2" = T-0" A7.1 SCALE: NOT TO SCALE A7.1 SCALE: 1-1/2" = 1'-0" A7.1 SCALE: 1-1/2" = 1'-0" { ASPHALT SHINGLES 2 LAYERS 15#FELT BUILDING PAPER WITH EPDM ICE SHIELD(4'4" MIN. UP FROM FASCIA) OVER EXTERIOR GRADE COL PLYWOOD SHEATHING, REFER TO STRUC DWGS ALUM. DRIP EDGE TYPICAL EXTERIOR PORCH WALL EXTEND SHINGLES 12" MIN. BEYOND ASSEMBLY VALLEY CENTERLINE AND ALTERNATE 5/4x10 PVC TRIM BOARD OVER 2X PT LAP COURSES FROM EACH SIDE OF WD BLOCKING METAL COUNTERFLASHING. LAP 6"MIN. VALLEY UNDER WRB AND 3"MIN. OVER TERMINATION BAR. 36" ICE AND WATER SHIELD CENTERE LAP UNDER ROOF UNDERLAYMENT 6" LAP ROOFING FELT UP WALL 6"AND TYPICAL ASPHALT SHINGLE SECURE TO SHEATHING ROOF ASSEMBLY BEADED TRIPLE 2, INVISIBLY VENTED SOFFIT. PROVIDE MITERED TRIM AT ALUMINUM FLASHING LAPPED OVER OUTER CORNERS. INSTALL FOR HIGH ASPHALT SHINGLES, EXTEND UP WALL WIND CONDITIONS PER MFR'S MIN 8" 00 \ ; ` T-0 // P E C O N I C RECOMMENDATIONS \ / TYPICAL ASPHALT SHINGLE ROOF / LANDING 5/4X6 PVC TRIM BOARD OVER 2X PT WD ASSEMBLY. MATCH EXISTING BLOCKING \ / LOAD BEARING WALL ABOVE STEEL PUB DINING BEAM, REFER TO ELEVATIONS FOR \ / FINISHES AND STRUC DWGS FOR \ / \/ f' ADDTL INFO WD ROOF TRUSSES \ �� / 1 & PORCH \ ADDITION RAKE TRIM AND ROOF LINE \ / BEYOND 1500 BRECKNOCK RD WOOD ROOF FRAMING,TYP. VILLAGE OF SEE STRUCTURAL DWGS. GREENPORT, NY 11944 MAINTAIN 1"CLEAR VENTILATION BE SUFFOLK COUNTY INSULATION AND UNDERSIDE OF SHEATHING I WD VALLEY RAFTER AS REQUIRED. SE STRUCT DWGS. PROVIDE WD NAILER Issued For: WHERE NEW ROOFING IS OVERFRAME PRICING SET EXISTING ROOF. Date: 6 ROOF DETAIL AT RAKE r7 TYP. METAL FLASHING AT HEAD WALL DETAIL $ NOT USED 9 TYP. ROOF VALLEY CONDITION 12-23-2020 A7.1 1-1/2" = 1'-0" A7.1 SCALE: 1-1/2" = 1'-0" A7.1 SCALE: 1-1/2" = 1'-0" A7.1 SCALE: 1-1/2" = 1'4" DATE RELEASE 11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING LOAD BEARING WALL ABOVE 02-25-2022 ISSUED FOR CONSTRUCTION ��— STEEL BEAM, REFER TO 12 06-03-2022 PERMIT SET ._ 6 ELEVATIONS FOR FINISHES NOTE: REFER TO DETAILS 6/A7.1 AND A7.1 AND STRUC DWGS FOR ADDTL 10/A7.1 FOR SIMILAR CONDITIONS. 8 INFO COL 7 SHINGLE VENT RIDGE VEN`: MAINTAIN 2"MIN.AIR SPACE COL SYSTEM, CUT PLYWOOD A ;: TO PROVIDE CLEAR VENTI AREA. PROVIDE BLOCKING BETWEEN ROOF TRUSSES3"MIN. CLEAR FILTER MESH 12 RAKE TRIM AND ROOF LINE AND EXTEND PLYWOOD SHEATHING, MAINTAIN I BEYOND MINIMUM REQUIRED AIR SPACE FOR PROPER I VENTILATION I a J 12 AIR SLOTS TYPICAL ROOF/CEILING ASSEMBLY 2'-0 1/2"FACE OF STUD COLOR AS SELECTED BY BAFFLE ARCHITECT I`• NEW GUTTER AND // \\ TYPICAL SHINGLE ROOF DOWNSPOUTS TO MATCH / \ Proj. No: 1310.01 / \ 2'-0 112"FACE OF STUD EXISTING Drawn By: j 5/4x12 PVC TRIM,TRIMMED TO / \ Drawing Title: ` FIT, OVER 2X PT WD // \\ i I. � BLOCKING I / OPEN AIR \ 11'-0"AFF , // SPACE \\ —mak T.O. STEEL / \ BEADED TRIPLE 2, INVISIBLY VENTED SOFFIT. PROVIDE // \ ROOF DETAILS P� MITERED TRIM AT OUTER CORNERS. INSTALL FOR HIGH \ WIND CONDITIONS PER MFR'S RECOMMENDATIONS MAINTAIN 1"CLEAR VENTILATION 5/4x10 PVC TRIM,TRIMMED TO FIT, OVER 2X PT WD BLOCKING BETWEEN INSULATION AND WD. ROOF TRUSS, SEE OVER EXTERIOR GRADE PLYWOOD FRAMED SOFFITUNDERSIDE OF SHEATHING STRUCTURAL �., in STEEL BEAM, REFER TO STRUC DWGS FOR SIZES ' \ - -- ----------------------- 10'-0 1/2"AFF B.O. EXT. SOFFIT DECORATIVE COLUMN BEYOND 5" 514x6 PVC TRIM BOARD AT FACE. PROVIDE 5/4 PVC TRIM i • CUT TO FIT AT UNDERSIDE OF SOFFIT TYPICAL EXTERIOR PORCH WALL ASSEMBLY I" DECORATIVE COLUMN BEYOND 9'-4"AFF B.O. INT. SOFFIT % TYPICAL EXTERIOR PORCH WALL ASSEMBLY REFER TO A5.2 FOR CEILING DETAILS REFER TO A5.2 FOR CEILING DETAILS 13 TYPICAL RIDGE VENT DETAIL AT ROOF GABLE/ROOF TRANSITION ROOF DETAIL AT SAVE 10 11 A7.1 SCALE: NOT TO SCALE a �. A7.1 1-1/2" = 1'-0" A7.1 SCALE: 1 1/2" = 1'-0" .042 NJ 21A10161 DE 530007 8 9 6. 4 297-011-PA RA-409294 EQ B. EQ B. PAINTED GYP. BD. (PT-1),TYP.ALL SIDES a r c h i t e c t s 6-10" 6-10" 6-10" ACOUSTIC WRAPPED(O 6-10" 6-10" 500 Kings Highway South ACOUSTIC WRAPPED 6-10" PANELS(AP-2); SEE C CN PANELS (AP-2); SEE herry Hill, NJ 08034 SPECIFICATION SPECIFICATION 856.770.1060 2"PTD. WD.TRIM (PT-6) office@kd-arch.com PAINTED GYP. BID. (PT-1),PTD. GYP. BID. (PT-1) TYP.ALL SIDES WOOD CASING(A110.1) PT-2)0<<C3 WALL SCONCE SEE LIGHTING DRAWINGS W PAINTED GYP. BID. OPEN TO PORCH OPEN TO PORCH OPEN TO PORCH ---OPEN TO I MONITOR CORRIDOR--;:7 (PT-2) BEYOND BEYOND BEYOND F R LOCATIONS& SEE DOOR tW< PROVIDED BEYOND ADDITIONAL BY OWNER SCHEDULE TP-1; PANEL SIZES MAY INFORMATION z(/j EQ.A ILI EQ. B EQ. B EQ. B EQ.A VARY FOR BEST YIELD LL PATTERN DIRECTION . .. . . . . . OUT OF(1)4X8 SHEET a� CL 7 0 OF BACKSPLASH 0 QUARTZ SLAB—P.O.S. OWNER E: PTD. WD. CAP 7- PROVIDED; (PT-2)CONTRACTOR SHALL PROVIDE CUTOUTS C?N FOR ACCESS TO 3"FLATSTOCK ELECTRICAL OUTLET APRON (PT-2)L 2" N T-21/2" SEE FLOOR PLAN" \T-2 1/2" 24"D STAIN GRADE MAPLE BASE 44 Sim. OPP.ACCENT WALL FEATURE; SEE DETAIL 2/Al 0.2 CAB.WITH DRAWERS; FLAT PANEL 19 \---SEE DETAIL 1 O/A4.2 FOR COLUMN------/ WRAP ALL OUTSIDE CORNERS WITH WC-1 W1 BEADED EDGE PROFILE DOORS; DETAIL,WD. TRIM AND PAINT FINISH WALL PROTECTION (WP-1A); — WALL PROTECTION (WP-1A)WRAP OUTSIDE CORNER STD.WD.TOEKICK; LOCKABLE TYP; WWB-1 SEE DOOR SCHEDULE SEE FINISH SCH. PTD CASED OPENING (PT-2) PROVIDE 2"W MINIMUM FOR HARDWARE PULL MOUNTING 1" FILLER PANEL,TYP.INTERIOR ELEVATION SOUTH WALL 3/8"= V-01. -7 INTERIOR ELEVATION NORTH WALL 7777 ;7 IREFERTO PTD. GYP. BID. ON EACH WALL SCONCE SEE LIGHTING SIDE OF AC CENT WALL FOR LOCATIO DRAWINGS NS& 1 O/A4.2 FOR(PT-1) ADDITIONAL IN=ORMATION CO LUMN DETAI 7Z tIIIACOUSTIC WRAPPED itIEQ EQ"4 IT .1 itPECIFICATION Iit4 2"'- 04 iFIAINTED GYP. BID.tItt,PTD.WD.SOFFIT itFACE (PT-1) IPTD. GYP. REFER TO—BID. (PT-1) A 1 V-8"8),k4.2 FOR COLUMN PECONIC DETAIL ALIGN CC) LANDING PAINTED GYP. BID.OPEN TO EXISTING OPEN TO EXISTING LIVING ROOM LIVING ROOM BEYOND OPEN TO Z—WC-1 BEYOND PUB DINING COAT ROOM CARTSTORAGE & PORCH ADDITION EQ EQ/ A C3 1500 BRECKNOCK RD U VILLAGE OF GREENPORT, NY 11944 SUFFOLK COUNTY WALL PROTECTION (WC-1) WALL PROTECTION L PAINTED GYP R PROTECTION SEE DOOR SCHEDULE WALL PROTECTION PTD CASED WRAP ALL RETURNS, (WP-1A) WALL PROTECTION (WP-1 C)TO WRAP ALL (WP-1 C)TO WRAP ALL OPENING PTD. WD. TRIM ACCENT WALL FEATURE; SEE DETAIL 3/A1 0.2 SEE DETAIL 8/A4.2 FOR CORNER AND HEADER (WP-1A) RETURNS, CORNERS RETURNS, CORNERS SEE WALL AND SILL(PT-2) WOOD TRIM AND PAINT FINISH PTD CASED OPENING AND HEADER AND HEADER PROTECTION PANELS(AP-1) SEE WALL PROTECTION PLAN PLAN Issued For: SEE DOOR INTERIOR ELEVATION EAST WALL PRICING SET 3/8"= 11-0.1 INTERIOR ELEVATION CORRIDOR EAST��i 3/8" 1'-O" Date: 12-23-2020 DATE RELEASE —7 7 1 7 7777 ell, i11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION #1 03-04-2021 PRICING WAL 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET tItL SCONCE SEE LIGHTING DRAWINGS FOR PANELS(AP-2); SEE LOCATIONS&ADDITIONAL INFORMATION ................. 1i IIII14 ISPECIFICATION IiEQ EQ itC14 tIit -7 f0.-2 4 4'IIIPTD. WD. SOFFIT A F FACE(PT 7177 2 Proj. No: 1310.01 PTD. GYP. BID. A10.1 (PT-1) Drawn By:00 Drawing Title: IOPEN TO EXISTING--�, ROVIDED WALL SCONCE SEE 70"TV P:DINING CORRIDOR NJ LIGHTING DRAWINGS BY OWNER CENTER ON BEYOND FOR LOCATIONS &BAR LAYOUT INTERIOR ELEVATIONS ADDITIONAL wc-i--,— INFORMATION 00 E EQ AR 01 Q C) 7 X e C14 WC-1—;:7 IPTD CASED OPENING T-1 O"SEE WALL PROTECTION PLAN TECTION "ACCENT WALL FEATURE; SEE DETAIL 1/A`10.2� PTD.WD.TRIM AND SILL(PT-2)TECTION WALL PRO L PAINTED GYP. BID. WALL PRO SEE DOOR SCHEDULE SEE DETAIL 8/A4.2 FOR WOOD(WP-1 C)TO WRAP WALL PROTECTION (WP-1A) (WP-1 C)TO WRAP PAINTED GYP. BID. ACCENT WALL j HEADER, PILASTER AND HEADER, PILASTER AND PTD CASED OPENING WALL PROTECTION (WP-1A) PROTECTION (WC-1) TRIM AND PAINT FINISH ALL RETURNS/CORNERS SEE DOOR SCHEDULE; WRAP ALL RETURNS,WALL PROTECTION APPLIED TO ALL RETURNS/CORNERS SEE WALL PROTECTION PLAN OUTSIDE CORNERS AND IF% C, BOTH SIDES OF DOOR; HEADER SEE WALL PROTECTION PLAN ACOUSTIC WRAPPED PANELS (AP-1)r5"� INTERIOR ELEVATION WEST WALL 3/8" DAVID E NJ 2IA1016117DO-IDE S5-0007986 8-01 PA RA-409294 I iLjA 44 4 3 Y� architects A10.1 A10.1 A10.1 QUARTZ A10.1 QUARTZ QUARTZ TS-2 QUARTZ 500 Kings Highway South COUNTERTOP COUNTERTOP COUNTERTOP COUNTERTOP Cherry Hill, NJ 08034 856.770.1060 PAINT GRADE WOOD SWING GATE: E}iiiCekd-arch.com _ 1 4'THICK SOLID CORE PAINT o PURSE HOOK; H-1 9 PURSE HOOK; H-1 o u PURSE HOOK; H-1 GRADE WOOD DOOR WITH �- o o PROVIDE SUPPORT PROVIDE SUPPORT - ACCESS CONTROL HARDWARE o PROVIDE SUPPORT - o AS NEEDED M o C� AS NEEDED °' AS NEEDED "' �� INSTALL WALL PROTECTION WP-2; N PORCELAIN TILE PCT-5; PORCELAIN TILE PCT-5; N �� PORCELAIN TILE PCT-5; N PAINT PT-5 TILE DIRECTIONTILE DIRECTION TILE DIRECTION PORCELAIN TILE PCT5; 4'-0" 4'-0" 4'-0" _ - TILE PATTERN DIRECTION — — 4-0' 4'-0" EQ EQ L 3 L tu 13'-41/4" 13'- 1/4" 1 1 INTERIOR ELEVATION — BAR ELEVATION r2INTERIOR ELEVATION — BAR ELEVATION r3 INTERIOR ELEVATION — BAR ELEVATION 4 INTERIOR ELEVATION — BAR ELEVATION A9.2 3/8"= 1'-0" A9.2 3/8"= 1'-0" A9.2 3/8" = 1'-0" A -2 3/8"= 1'-0" PAINTED GYP. BD. Z2PAINT EXISTING DOOR TRIM PT-2 PAINT EXISTING DOOR TRIM PT-2 PAINT GWB PT-2 TO MATCH TRIM PAINT GWB PT-2 TO MATCH TRIM �— PAINTED GYP. BD. (PT-1) PAINTED GYP. BD(PT-2) PTD. GYP. BD. (PT-2) OPEN TO EXISTING LOBBY EXISTING COLUMNS /--SS-1 PAINTED WD. (PT-2) PAINTED(PT-2) 1 TS-2 AT CORNER TS-2 AT CORNER WHERE PCT-2 WHERE WP-2 REMOVE EXISTING TRIM AND INSTALL NEW 6" PAINT GRADE { TERMIANTES TERMINATES PT-5 c FLAT STOCK(PT-2) RESILIENT SHEET COVE BASE 771 PORCELAIN FLOOR TILE RESILIENT SHEET FLOORING NEW WOOD TRIM AND WALL L �, PROTECTION SEE FINISH SCHEDULE NEW WOOD TRIM AND WALL EW WOOD TRIMI, I, NEW WOOD TRIM AND WALL I, PROTECTION SEE FINISH SCHED. &WALL PROTEC EXISTING DOOR TO REMAINSEE FINISH SCHED PROTECTION SEE PAINT EXISTING DOOR TRIM(PT-2) FINISH SCHEDULE ! i f s INTERIOR ELEVATION — BAR ELEVATION FOR FOR GRAPHIC PURPOSE ONLY OF EXISTING CONDITIONS " ELEVATION FOR FOR GRAPHIC PURPOSE ONLY OF EXISTING CONDITIONS A -2 3/8"= 1'-0" S 6 INTERIOR ELEVATION — EXISTING DOORS TO LIBRARY r7 INTERIOR ELEVATION — OPENING LIVING RM TO EXIST. LOBBY PECONIC A9.2 3/8"= 1'-0" A9.2 3/8" = 1'-0" LANDING I PUB DINING & PORCH „ . „ „ e ADDITION i£. i� F „ mss, s�<'. ... «, a +,:, h N� ar:'a s�. ^i ,a 1<. �F« r� P. 6 's P y Y et s b.. . 3 s f r ,y � q Z• x� , p fir': 4. F' of 0 �. 500 BRECKNOCK RD i rfC, i F F. .n" .'•.'. .. VILLAGE OF GREENPORT, NY 11944 II SUFFOLK COUNTY PTD.WD. SOFFIT(PT-1) WALL SCONCE SEE LIGHTING PTD. GYP. BD. (PT-2) L DRAWINGS FOR LOCATIONS& j OPEN TO BAR--7ADDITIONAL INFORMATION BEYOND Issued For: L OPEN TO LIVING ROOM —7 EQ.A EQ. B EQ. B EQ. B EQ.A TP-1; PANEL SIZES MAY PRICING SET EXISTING COLUMNS PAINTED(PT-2) VARY FOR BEST YEILD OUT OF(1)4X8 SHEET Date: REMOVE EXISTING TRIM AND INSTALL NEW 6" PAINT GRADE PTD.WD. CAP 12-23-2020 FLAT STOCK(PT-2) DATE RELEASE C? G—WC-1— WC-1-7 LWC-1-7 3"FLATSTOCK 11-02-2020 PRICING APRON (PT-2) 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET (,EXISTING WALL I, L EXISTING WALL L FINISHES TO FINISHES TO WRAP ALL OUTSIDE REMAIN REMAIN CORNERS WITH WC-1 PTD. GYP. BD. (PT-1) SEE DETAIL 8/A4.2 FOR COLUMN VWVB-1 DETAIL,WD. TRIM AND PAINT FINISH ,i ELEVATION FOR FOR GRAPHIC PURPOSE ONLY OF EXISTING CONDITIONS >i INTERIOR ELEVATION — PORCH SOUTH WALL s 8 INTERIOR ELEVATION — OPENING EXIST. LOBBY TO LIVING RM Proj. No: 1310.01 Drawn By: Drawing Title: INTERIOR ELEVATIONS ■ ti� AA A 4� y I AIA NJ 21A101611700 042918-01'PA RA-409294 architects BLOCKING AS REQUIRED CEILING 500 Kings Highway South SEE P vv 12 Cherry Hill, NJ 08034 j LINE OF WALL&WD.TRIM BEYOND; 856a� 60 0 10 w SEE INTERIOR ELEVATION oloe 6 W PAINTED GYP. BD. SIDE WALLS n U) AND UNDERSIDE OF SOFFIT(PT-6) WALL COVERING SOFFIT SEE DETAIL 7/A10.1 SEE DETAIL 7/A10.1 FOR EDGE DETAIL 5/16" PORCELAIN Z-74' FOR EDGE DETAIL SCRIBE QUARTZ BACKSPLASH SEE RCP LINEAR MOSAIC • W TO CEILING W 1'-5' 1'-5" LED STRIP LIGHT; 3/4"THICK PAINTED W SEE DETAIL 7/A10.1FOR SEE LIGHTING PLAN WOOD SHELF U) 1'-0" EDGE DETAIL 3/4"THICK PAINTED WOOD WALL COVERING ON GWSOFFIT; FOR LOCATION&SPEC INFO B — - — WRAP ALL CORNERS - - "- — _ - - - — SUPPORT @ 36"O.C. — V-2"OVERALL — "SEE RCP FOR CEILING AND 5 7 5„ - PROVIDE PROPER W ao LIGHTING DETAILS 28 1-48 28 2 BLOCKING &SUPPORT 3.. _ 3 FOR SHELF. (TYP.) W 6-4 C',a0 -------_- 64 3/4"THICK PAINTED I cin, WOOD SUPPORT BACK 1 PANEL. FASTEN PANEL 1-0 _ 1"THICK FABRIC WRAPPED PANEL; / TO PARTITION AND —M SURFACE MOUNTED ON WALL; COUNTER-SINK SCREWS W SEE SPECIFICATIONS _ ,' - SUPPORT BRACKET INTO BACK PANEL. FILL SPECIFIED QUARTZ BACKSPLASH / WP-2 `° '� &FINISH TO MATCH W APPLY CLEAR SILICONE BEAD AT SIDE WALLS "' " CENTERLINE BRACKET COLOR. W /SCHEDULED o #CSP. INSTALL PER PARTITION 7 MFR REQ'TS / (4) FIXED STAINED WOOD VENEER SHELF ON 4" z °O WP-2 N PLYWOOD SUBSTRATE W/SOLID WOOD EDGE. PORCELAIN - METAL HANGING ROD a SCHEDULED PARTITION PROVIDE CONCEALED SUPPORT AS NEEDED. LINEAR MOSAIC "SEE RCP/LIGHTING SPEC FOR STRIP LIGHT Z COORDINATE P "' SEE DETAIL 8/INT1.0 SEE DETAIL 8/INT1.0 LOCATIONS: E OWER; CONTRACTOR o / SHALL PROVIDE CUTOUTS FOR ACCESS COATS A05 / j COVED RESILIENT PORCELAIN COVED RESILIENT W TO ELECTRICAL OUTLET � • COATS A06 FLOORING W / FLOORING LINEAR MOSAIC W 2'-1 "COUNTER DEPTH W VJ • CART STORAGE A07 , la F.F. W a SCRIBE BACKSPLASH TO COUNTERTOP ao QUARTZ COUNTER; SEE SPEC FOR W EDGE DETAILS WTYP. CLOSET ROD STAIN GRADE WOOD SLAB PANEL DRAWERS 3 BAR SECTION 4 BAR SECTION 5 AND SHELF SECTION WITH FULL EXTENSION DRAWER SLIDES AND CONTINUOUS DRAWER STOP A10.1 1 - 1 0 A10.1 1 - 1 0 A10.1 1" = 1'-0" _._....._. . ____.__....__..._... . .... ...............................__._ DECORATIVE HARDWARE PULL SEE FINISH SCHEDULE. STAIN GRADE WOOD CABINET W :SEE LEV. 00 W ° o WITH SLAB PANEL DRAWER FRONT AND FLAT PANEL W/BEADED EDGE PROFILE DOORS; BLACK MELAMINE INTERIOR.; SEE 4/A10.1 W STAINED WOOD VENEER SHELF ON 4' PLYWOOD W SUBSTRATE W/SOLID WOOD EDGE. y CONCEALED NICKEL FINISH SELF WALL COVERING CLOSING, FULL OVERLAY HINGE W AND BASE PLATE SCHEDULED WOOD BASE STAIN GRADE WOOD TOE KICK TO MATCH FACE COLOR OF CABINET PROVIDE BLOCKING SUPPORT FOR 3" WN PROVIDE PROPER // , WHEN INSTALLING.BLOCKING&LEVELERS (TYP.) i SIN NOTE: COORDINATE POWER; CONTRACTOR SHALL PROVIDEM C CUTOUTS FOR ACCESS TO ELECTRICAL OUTLETo o 1 SERVER STATION rT ACOUSTIC WALL PANELS PORCECAIN TILE PECONIC A10.1 1 - 11_011A10.1 11, ( QUARTZ BAR TOP ( -10 WCA—1 11 �► V V V B-1 WCR-1 15 WCM-1 A10.1 3"= 1'-0" A10.1 3" = 1'-0" A10.1 3" = 1'-O" A10.1 3" = 1'-0" LANDING tI TS-2 AT CORNER ( WALL PROTECTION WP-2 PUB DINING WHERE PCT-2 TERMINATES & PORCH TYPICAL STYLE OF CABINET/PANELING FACE; FLAT ADDITION 3 PANEL W/BEADED EDGE PROFILES; REFER TO ELEVATIONS/SECTIONS 3 1500 BRECKNOCK RD R1/8" , TS-2 AT CORNER WHERE VILLAGE OF ` GREENPORT NY 11944 J70, WP-2 TERMINATES 'ISUFFOLK COUNTY R1/8" ...,,,, •,,. ... iv WOOD CHAIR RAIL SEE WP-1 B SPEC FOR WCR-1 TOP CAP DETAIL Issued For: Oils :g 1"WOOD GATE FRAME civ PRICING SET PAINT PT-5 6 QUARTZ EDGE DETAIL ' _ A10.1 N.T.S. a''i Date: 12-23-2020 x.� , DATE RELEASE il SCHEDULED SCHEDULED 'Al n, ;''' .;.: FINISH FINISH . .;" . '; o 11-02-2020 PRICING 44 " 01-12-2021 EQUIPMENT MEP COORDINATION ," N iv RUN WALL PROTECTION F 03-04-2021 PRICING 1/8" .. s ° BEHIND RESILIENT BASE 02-25-2022 ISSUED FOR CONSTRUCTION ,. .xi{:.. £. :[,,' "+•bbg'S :_`• a �x �� 06-03-2022 PERMIT SET . ,; „� r W: WOOD WALL BASE RESILIENTWALL ^ WWB-1 BASE; RWB-1 N ON 1110fillim! 11 10 QN1 R1/8" QUARTZ EDGE DETAIL TYP. CAB. DOOR PANEL s BAR GATE DETAIL 13 WALL PROTECTION WP-1A 14 WALL PROTECTION WP-1 B A10.1 N.T.S. A10.1 1"= 1'-0" A10.1 1" = 1'-0" A10.1 N.T.S. A10.1 N.T.S. F'• Proj. No: 1310.01 Drawn By: Drawing Title: MILLWORK DETAILS ■ s An KUIA SD ARC \p FOW�F� i- tiqnA Al AIA NJ 21A101611700 - 6•NY 04297"1•PA RA-409294 d KuA architects TOP BORDER TOP BORDER v 500 Kings Highway South PTD. WD. FLAT STOCK TRIM(PT-6);TYP. PTD.WD. FLAT STOCK TRIM (PT-6);TYP. �� Cherry Hill, NJ 08034 2"W x 1" PROJECTION 2"W x 1" PROJECTION 856.770.1060 N� officekd-arch.com TYP. VERTICAL CENTER TRIM&TV ALCOVE PERIMETER TYP.VERTICAL CENTER TRIM&TV PERIMETER / PTD.WD. FLAT STOCK TRIM (PT-6) PTD.WD. FLAT STOCK TRIM (PT-6) 1-1/2"W x 1" PROJ. TYP. 1-1/2"W x 1" PROJ. \ ANGLED TRIM ANGLED TRIM PTD. WD. FLAT STOCK TRIM (PT-6) PTD. WD. FLAT STOCK TRIM (PT-6) 1"W x 1/2" PROJECTION 1"W x 1/2" PROJECTION i *INSTALL ON 45 DEGREE ANGLE,TYP. U.N.O. "INSTALL ON 45 DEGREE ANGLE,TYP. U.N.O. \ LEFT& RIGHT BORDERS PTD.WD. FLAT STOCK TRIM (PT-6) n \ 2"W x 1" PROJECTION PTD. GYP. BD.AROUND DIGITAL FISH TANK(PT-6) \ . .ob PTD. GYP. BD AT RECESSED TV SCREEN NICHE(PT-6) z0 RECESSED DIGITAL FISH TANK AT BAR SEE 4/A4.2 FOR MOUNTING DETAIL 4" "PROVIDE 4"HOLD BETWEEN DIGITAL FISH TANK EDGE AND PERIMETER TRIM W \� RECESSED TV SCREEN W w � 70"TV PROVIDED BY OWNER; CENTER ON BAR LAYOUT&ALCOVE w LEFT& RIGHT BORDERS U) �: "SEE DETAIL 7/A4.2 FOR RECESSED TV SCREEN NICHE wp'D _ PTD.WD. FLAT STOCK TRIM(PT-6) U) '�� \� 2"W x 1" PROJECTION WALLCOVERING(WC-2), TYP. WITHIN EXTENTS OF ACCENT AREA; ►t WALLCOVERING(WC-2), TYP. WITHIN EXTENTS OF ACCENT AREA; 1 INSTALL WALLCOVERING PRIOR TO TRIM INSTALL WALLCOVERING PRIOR TO TRIM ACCENTS& ELEMENTS �jt ACCENTS&ELEMENTS Nk (O a. -:1 ARCHITECTURAL TRIM ARCHITECTURAL TRIM SCRIBELINE ACCENT BARS (AT-1), TYP. SCRIBELINE ACCENT BARS(AT-1), TYP. ORIGIN OF PATTERN @ CENTERLINE TO BOTTOM BORDER RIGIN OF PATTERN @CENTERLINE PTD.WD. PROJECTION BOTTOM BORDER FLAT STOCK TRIM (PT-6);TYP. SEE ELEVATION PTD. WD. FLAT STOCK TRIM (PT-6);TYP. SEE ELEVATION 2"W x 1" 2"W x 1" PROJECTION P " NOTE: DASHED CENTER LINES USED FOR DIMENSIONING ONLY. NOTE: DASHED CENTER LINES USED FOR DIMENSIONING ONLY. P E C O N I C DIAGONAL TRIM AT 45 DEGREE ANGLE TO TERMINATE AROUND TV PERIMETER TRIM. DIAGONAL TRIM AT 45 DEGREE ANGLE TO TERMINATE AROUND TV PERIMETER TRIM. `= TRIM DIMENSIONS MEASURE FROM CENTER TO CENTER. TRIM DIMENSIONS MEASURE FROM CENTER TO CENTER. LANDING 1 BAR ACCENT WALL DESIGN 2 BAR ACCENT WALL DESIGN A10.2 1 — 1 -0 A10.2 1"= 1'-0" PUB DINING & PORCH TOP BORDER ADDITION PTD. WD. FLAT STOCK TRIM(PT-6);TYP. 2"W x 1" PROJECTION 1500 BRECKNOCK RD VILLAGE OF GREENPORT, NY 11944 TYP. VERTICAL CENTER TRIM SUFFOLK COUNTY PTD. WD. FLAT STOCK TRIM (PT-6) I TYP. 1-1/2"W x 1" PROJ. 1 Issued For: PRICING SET Date: 12-23-2020 - ANGLED TRIM ,. DATE RELEASE PTD. WD. FLAT STOCK TRIM (PT-6) 11-02-2020 PRICING 1"W x 1/2" PROJECTION �! 01-12-2021 EQUIPMENT MEP COORDINATION 03-12-2021 PRICING 'INSTALL ON 45 DEGREE ANGLE,TYP. U.N.O. 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET z / O �/- Q w W LEFT&RIGHT BORDERS W PTD.WD. FLAT STOCK TRIM (PT-6) 2"W x 1" PROJECTION WALLCOVERING (WC-2), / TYP.WITHIN EXTENTS OF ACCENT AREA; g%pINSTALL WALLCOVERING PRIOR TO TRIM ACCENTS&ELEMENTS Awl Doti Proj. No: 1310.01 Drawn By: Drawing Title: ARCHITECTURAL TRIM SCRIBELINE ACCENT BARS(AT-1), TYP. MILLWORK DETAILS ORIGIN OF PATTERN @ CENTERLINE BOTTOM BORDER PTD. WD. FLAT STOCK TRIM (PT-6);TYP. i SEE ELEVATION 2"W x 1" PROJECTION e NOTE: DASHED CENTER LINES USED FOR DIMENSIONING ONLY. TRIM DIMENSIONS MEASURE FROM CENTER TO CENTER. 3 PORCH ACCENT WALL DESIGN s FOWzT i F e! e Dgl�CaFp Al NJ 21A101611700•DE 07986•NY 4-01•PA RA-409294 91 architects 500 Kings Highway South Cherry Hill, NJ 08034 856.770.1060 PE:CONIC LANDING PUB RENOVATION office@kd-arch.com ROOM ROOM NAME FLOOR BASE WALLS CEILING WINDOW DOOR FRAME REMARKS NO. TREATMENT N S E W WOOD TRIM E02 EXISTING LIVING ROOM CPT-1 WWB-1 (PT-2) PT-1 PT-1 PT-1 PT-1 WCR-1 (PT-2) EXISTING - EXISTING PT-2 REMOVE EXISTING CHAIR RAIL, WALL BASE AND WAINESCOTTING WP-1A WP-1A WP-1A WP-1A WCA-1 (PT-2) AND INSTALL NEW; SEE WALL PROTECTION PLAN; SEE ELEVATION -- - — — — SHEET A9.2 FOR WALL FINISH DETAILS — - — E08 EXISTING ELEC. - - - - - - - - - PT-2 PT-2 A01 BAR CPT-1 WWB-1 (PT-2) PT-1 PT-1 PT-1 PT-1 WCR-1 (PT-2) ACT-1 / PT-1 WT-1 - - SERVER STATIONS: PROVIDE CUSTOM STAINED WOOD PCT-1 WP-1A WP-1A WP-1A WP-1A WCA-1 (PT-2) CABINETRY (PT-4); WITH QUARTZ COUNTERTOP (SS-2), AND RS-1 QUARTZ BACKSPLASH (SS-3). PROVIDE CUSTOM STAINED WOOD SHELVING (PT-4) WITH ACCENT LIGHTING (SEE LIGHTING PLAN). HP-1 HARDWARE. SEE 8/A10.1 FOR DOOR STYLE DETAIL BAR: PROVIDE COUNTERTOP SS-1, BAR FACE PCT-2; MITER TILE AT OUTSIDE CORNERS; SEE ELEVATION 4/A9.2 AND 5/A9.2 FOR BAR GATE INFORMATION. ACCENT WALLS: SEE DETAIL 4/A4.2 AND 7/A4.2 FOR TV MOUNTING DETAIL; SEE SHEET A10.2 FOR ACCENT WALL DETAIL. PTD. WD. TRIM (PT-6) SURFACE MOUNTED ON (WC-2) WALLCOVERING . SEE A10.2 FOR METAL BAR TRIM LOCATION (AT-1) ACOUSTIC PANEL NICHE; SEE ELEVATION 3/A9.1 AND 5/A9.1 A02 PORCH PCT-1 WWB-1 (PT-2) PT-1 PT-1 PT-1 PT-1 - PT-2 WT-1 - - SEE 3/A10.2 FOR ACCENT WALL DETAIL; SEE 8/A4.2 FOR COLUMN WC-1 WC-1 WC-1 WC-1 DETAIL TRIM AND PTD. FINISH A03 PANTRY RS-1 RS-1 PT-1 PT-1 PT-1 PT-1 - ACT-2 - PT-2 PT-2 TERMINATE WALL PROTECTION AT 48"A.F.F. WP-3 WP-3 WP-3 WP-3 .8 A04 PASSAGE PCT-1 WWB-1 (PT-2) PT-1 PT-1 PT-1 PT-1 WCR-1 (PT-2) ACT-3 - PT-2 PT-2 WP-1A WP-1A WP-1A WP-1A WCA-1 (PT-2) WP-1C WP-1C WP-1C WP-1C A05 COATS PCT-1 RWB-1 PT-1 PT-1 PT-1 PT-1 - ACT-3 - PT-2 PT-2 PAINTED WOOD SHELF (PT-2) & METAL HANGING ROD- SEE WP-113 WP-113 WP-113 WP-113 MILLWORK DETAIL 5/A10.1 A06 COATS PCT-1 RWB-1 PT-1 PT-1 PT-1 PT-1 - ACT-3 - PT-2 PT-2 PAINTED WOOD SHELF (PT-2) & METAL HANGING ROD- SEE WP-113 WP-113 WP-113 WP-113 MILLWORK DETAIL 5/A10.1 r l• ?_ PECON IC LANDING i PUB DINING & PORCH ADDITION 1500 BRECKNOCK RD VILLAGE OF GREENPORT, NY 11944 SUFFOLK COUNTY Issued For: PRICING SET Date: 12-23-2020 DATE RELEASE 11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET Proj. No: 1310.01 Drawn By: Drawing Title: FINISH SCHEDULE iNTONO -s RSC . v Ag- L41 AIA NJ 21A1016117 04297&01-PA RA409294 KDAABBREVIATIONS GT-2 Manufacturer: Mapei SOLID SURFACE WP-2 Manufacturer: Inpro For wall application with antimicrobial,anti-cracking,shrinking, never needs sealing, CODE DESCRIPTION Style: Palladium Rigid Sheet Wall Protection a r c h i t e c t s ACT- Acoustical Ceiling Tile resistant to efflorescence, mold & mildew resistant,zero voc's SS-1 Manufacturer: Cambria Color: Castle 0256 AP- Acoustic Panel Color: 47 Charcoal Representative: Lori O'Brien 484-225-4363 Construction: 100%vinyl 500 Kings Highway South AT- Architectural Trim Note: At bar face wall the (at PCT-2) Color: Sutherland Thickness: .060" Cherry Hill, NJ 08034 CPT- Carpet Installation: Provide seaming diagram Width: Varies per area 856.770.1060 GT- Grout HARDWARE PULL Thickness: 3cm Fire Rating: Class A office@kd-arch.com H- Hook CODE DESCRIPTION Finish: Polished Note: Install on working side of bar, HP- Hardware Pull HP-1 Manufacturer: Doug Mockett&Co Edge: 6cm Ridgeline Edge(TR3) Install on bar gate,both sides. Provide full coverage panel,hold%" PT- Paint Style: Slender Drawer Pull DP252A See edge detail 7/A10.1 from all edges(top, bottom,sides). Use manuf,approved adhesive. PCT- Porcelain Tile Color: Satin Nickel 17S Fire Rating: Class C PLAM- Plastic Laminate Size: 5-3/8" Green Qualities: Low V.O.C. hardening agents WP-3 Manufacturer: Marlite RS- Resilient Sheet Floor Note: Serving Station;See Finish Schedule Warranty: Limited lifetime warranty Representative: Chad 'Stevens, (330) 260-7610 RWB- Resilient Wall Base Note: Bar;See Finish Schedule Style: Standard FRP SS- Solid Surface HOOK Color: Pebbled Surface P140 Ivory TP- Translucent Panel CODE DESCRIPTION SS-2 Manufacturer: Cambria Thickness: .090" TS- Transition Strip H-1 Manufacturer: Richelieu Representative: Lori O'Brien 484-225-4363 Size: 4'x 8'sheet '> WCA- — Wood Casing — - — Style: BP65061841%"Single Utility Hook — Color. --- Highgate — Finish: - — Textured — WC- Wallcovering Color: Matte Nickel Installation: Provide seaming diagram Installation: Glue down with division moulding WCR- Wood Chair Rail Size: 19/16"H x 117/32" projection Thickness: 3cm Fire Rating: Class I WCM- Wood Crown Moulding Note: Bar purse hook;see details and elevations Finish: Polished Accessories: PVC trim moulding at panel segments and outside corners WWB- Wood Wall Base Edge: 3cm Ridgeline Edge(TR3) Requirements: Meets USDA/FSIS requirements PAINT See detail 6/A10.1 Note: Pantry;Terminate at 48"A.F.F. CODE DESCRIPTION Fire Rating: Class C ACOUSTIC CEILING TILE INSTALLATION: Green Qualities: Low V.O.C. hardening agents WP-4 Manufacturer: Inpro CODE DESCRIPTION Walls: 1 coat primer plus 2 coat wall application Warranty: Limited lifetime warranty Style: Palladium Rigid Sheet Wall Protection ACT-1 Manufacturer: ,Armstrong Ceilings: 1 coat primer plus 2 coat ceiling application Note: Server Station Countertop;See Finish Schedule Color: Taupe 0113 Style: Optima Tegular#3259 Trim/Doors: 1 coat primer plus 2 coat application Construction: 100%vinyl Color: 'White (WH) Misc.: 1 coat primer. Paint all wires, return air grilles, and supply air grilles to match SS-3 Manufacturer: Cambria Thickness: .060" Construction: Fiberglass w/Durabrite Acoustically transparent membrane adjacent ceiling and/or wall areas. All electrical, phone,and data cover plates to Representative: Lori O'Brien 484-225-4363 Width: Varies per area Installation: Tegular match adjacent walls. 2 coat application for all. Color: Highgate Fire Rating: Class A Size: 30"x30" PRIMERS: Installation: Provide seaming diagram Note: Install on both sides of door location A4.1(see floor plan and door I Thickness: 1" 1 Coat application of the following per substrate Thickness: 1 cm schedule) Finish: IDurabrite w/factory applied latex paint, Fine textured -Ultra spec 500 Interior Latex Primer#534 for gypsum board Substrates. Finish: Polished Edge: Square tegular -Advance Waterborne Interior Alkyd Primer#790 for MDF and wood substrates Fire Rating: Class C WOOD CASING Grid: Suprafine 9/16" -Super Spec Acrylic Metal Primer#1304 for Metal Substrates Green Qualities: Low V.O.C. hardening agents CODE DESCRIPTION Grid Color: White(WH) Warranty: Limited lifetime warranty WCA-1 Manufacturer: Dykes, Lumber NRC Rating: 0.95 USE THE FOLLOWING PRIMERS&FINISH PER SUBSTRATE AS LISTED BELOW: Note: Server Station Backsplash;See Finish Schedule Style: 633 Light Reflectance: 0.88 Gypsum Walls: Scribe quartz to countertop and ceiling; Species Primed Paint Grade Poplar Sag Resistance: Humi-Guard Plus Benjamin Moore UltraSpec 500 Primer with#548 Regal Select Premium Interior Paint Matte Apply clear silicone bead at side walls Size: 25/32 x 4" Green Qualities: Low V.O.C.'s,Anti-microbial, Contains 50%or greater recycled Gypsum Ceilings: Color: Painted Finish;See finish schedule content, Recyclable Benjamin Moore UltraSpec 500 Primer with Eco Spec Latex Enamel#373 with Flat Finish TRANSLUCENT PANEL Note: See Detail 10/A10.1 � Accessories: Axiom Classic Trim Must use Benjamin Moore#256 Super Spec Acrylic Epoxy Coating in Kitchen applications CODE DESCRIPTION Fire Rating: Class A Painted Wood: TP-1 Manufacturer: 3Form WCA-2 6" Paint grade flat stock;Verify in field for final installation Warranty: 30 year Benjamin Moore Advance Alkyd Waterborne Interior Primer 790 with Advance Waterborne d Semi-Gloss Finish#N793 Representative: Kelly Greenawalt(610)823-4635 Note: :See Reflected Ceiling Plans Interior Alkyd Style: Varia Ecoresin Metal Frames/Doors: Benjamin Moore PO4 Super Spec HP Acrylic Metal Primer with Eco Spec Latex Enamel#376 with Color: Spider AC717-2 Manufacturer: ,Armstrong Thickness: 1/4" Style: Ultima Beveled Tegular#1914 Semi-Gloss Finish Finish: Sandstone Color: White(WH) Hardware: Bottom Framed ILTUO Privacy Screen WOOD CHAIR RAIL Installation: (Beveled Tegular Note: Contractor to submit shop drawing for architect approval prior to CODE DESCRIPTION T PT-1 Manufacturer: Benjamin Moore WCR-1 Manufacturer: Dykes Lumber Size: .2ft x 4ft Representative: Linda Cipriano 267-406-3494 fabrication; Panel sizes may vary to yield (1)4x8 sheet of material; Y Style: 524 1 Thickness: 3/4" Polish all exposed edges of panel;See Interior Elevations Y Color: SeeGraFinish h Sc Species: Primed Paint Grade Poplar Finish: Factory applied latex paint, Fine textured Note: See Finish Schedule p 3 �� , �� p Edge: Beveled tegular TRANSITION STRIP Size: / X 3 Grid: 'Prelude 15/16"dimensional tee CODE DESCRIPTION Color: Painted Finish;See finish schedule PT-2 Manufacturer: Benjamin Moore See ee Detail 12A10.1&Interior Elevations Grid Color: 'White (WH) TS-1 Manufacturer: Schluter,800.472.4588 / ; NRC Rating: Representative: Linda Cipriano 267-406-3494 Style: Schiene lute See interior elevations for mounting height Light Reflectance: .90 Color: London Fog 1541 Color: AT Satin Nickel SagResistance: IHumi-Guard Plus Note: See Finish Schedule WOOD CROWN MOULDING Construction: Anodized Aluminum CODE DESCRIPTION Green Qualities: (Low V.O.C.'s,Anti-microbial, Contains 50%or greater recycled Installation: All finish floor faces must be flush with transition face. WCM-1 Manufacturer: Dykes Lumber PT-3 Manufacturer: Benjamin Moore Style: 165B Crown content, Recyclable Bio Block Flash patch as needed so all faces are level. � Representative: Linda Cipriano 267-406-3494 Species: Primed Paint Grade Poplar Accessories: (Provide edge moldings as approved by architect Finish: Satin/Matte p p Fire Rating: Class A Color: Ceiling White Warranty: N/A Size: 11/16'x 4%" Warranty: 30 year Note: See Finish Schedule Color: Painted Finish; PT-2 Y Y Note: Contractor to select item#based on field conditions/existing floor Note: :See Finish Schedule&Reflected Ceiling Plan E_ thickness to achieve flush transition between new floorings/new to Note: See Detail 15/A10.1 � P E C O N I C PT-4 Manufacturer: Benjamin Moore ACT-3 Manufacturer: .Armstrong Representative: Linda Cipriano 267-406-3494 existing floorings.See Floor Finish Plans. LANDING St le: Ultima Beveled Te ular#1912 Color: To Match Architect's control sample Wilsonart Mangalore Mango 7984 Y g TS-2 Manufacturer: Schluter,800.472.4588 Color: White (WH) Note: See Finish Schedule Style: Jolly Installation: Beveled Tegular Color: AT Satin Nickel Size: 2ft x 2ft PT-5 Manufacturer: Benjamin Moore PUB DINING Representative: Linda Cipriano 267-406-3494 Construction: Anodized Aluminum Thickness: 3/4- Installation: Install where PCT-2 and WP-2 terminate at bar gate & PORCH Finish: Factory applied latex paint, Fine textured Color: To match Sherwin Williams SW7069 Iron Ore Note: Bar gate;See Interior Elevation&Millwork Detail Finish: Satin/Matte Edge: Beveled tegular Warranty: N/A ADDITION Grid: (Prelude 9/16"dimensional tee Note: Contractor to select item#based on field conditions Grid Color: White(WH) PT-6 Manufacturer: Benjamin Moore NRC Rating: 75 Representative: Linda Cipriano 267-406-3494 WALLCOVERING Light Reflectance: .90 Color: Water's Edge 1635 1500 BRECKNOCK RD Finish: Semi-gloss CODE DESCRIPTION Sag Resistance: Humi-Guard Plus WC-1 Manufacturer: Wolf Gordon VILLAGE OF Note: Accent Wall Features;See Detail 1/A10.2 and 2/A10.2 Green Qualities: Low V.O.C.'s,Anti-microbial, Contains 50%or greater recycled Representative: Carol Mortimer, 203 605-3943 content, Recyclable Bio Block p ' ( ) ,� GREENPORT, NY 11944 Y PORCELAIN TILE Pattern: Keren SUFFOLK COUNTY Accessories: Provide edge moldings as approved by architect Color: Greige KRN 5618 CODE DESCRIPTION Fire Rating: Class A Construction: 100%vinyl, dense cotton/polyester backed : year Warrant 30 PCT-1 Manufacturer: Marazzi Y Y Representative: Rachel Hannur 917-605-0034 Weight: 35 oz/lyd Note: See Finish Schedule&Reflected Ceiling Plan Width: 52" Style: Sabbia Marmo Color: Medium Gray SB41 Installation: Straight hang/straight match.Wrap corners, butt seam. Do not railroad. ACOUSTIC PANEL Type: III Issued For: CODE DESCRIPTION Construction: Porcelain Installation: Thin Set-Install tiles running bond with 33%offset pattern; Fire Rating: Class A PRICING SET AP-1 Manufacturer: Carnegie Xorel ArtformNote: Wrap all outside corners;See Wall Protection Plan/Finish Schedule Representative: Catherine Pelletier(202) 744-0883 Provide water membrane at wet areas&crack isolation membrane Shape: Square 3D Size: 24x48 Date: Color: Fragment Emboss 6263-805 Thickness: 3/8" 12-23-2020 Construction: Quiet Core Substrate—1"Thick Note: Grout joint should be 3/16" DATE RELEASE Installation: 'Nall mounted Floor tile;See Floor Finish Plan/Finish Schedule Size: Large-20"x 20" 11-02-2020 PRICING WC-2 Manufacturer: Wolf Gordon RAMPART 01-12-2021 EQUIPMENT MEP COORDINATION Fire Rating: Class 1 03-04-2021 PRICING .� Representative: Carol Mortimer, (203) 605-3943 Warranty: ,-year PCT-2 Manufacturer: Marazzi 02-25-2022 ISSUED FOR CONSTRUCTION Note: 'lee Interior Elevaticns Representative: Rachel Hannur 917-605-0034 Pattern: Ennis 06-03-2022 PERMIT SET Style: Sabbia Marmo Color: Breeze ENS5575 Color: Dark Gray SB42 Construction: 100%vinyl, dense cotton/polyester backed AP-2 Manufacturer: Surface Materials Weight: 35 oz/lyd Construction: Porcelain Representative: Sara Kinney(267) 664-2152 Width: 52" Installation: Thin Set Pattern Name: Rhythm Installation: Straight hang/straight match. Wrap corners, butt seam. Do not railroad. '^ Color: Bono AS-511-02 Size: 12x24 Linear Strip Mosaic Construction: 100% Polyester Thickness: 5/16" Type: Cl Note: Bar FaceSee Finish Schedule Fire Rating: Class A Size: 54"wide Miter all outside corners Note: See Wall Protection Plan/Finish Schedule; Repeat: Random Match See Detail 1/A10.2, 2/A10.2 and 3/A10.2 Installation: Provide Snap-tex Accoustical Fabric Mounting system with PLASTIC LAMINATE Square edges and butt seams. Provide 3/4"acoustical panel CODE DESCRIPTION --fiberglass, homasote or equal. Install track as noted in WALL PROTECTION PLAM-1 Manufacturer: Wilsonart manufacturers specification packet. See elevations for CODE DESCRIPTION Representative: Kyle Legemaat(856)571-4142 sizes and locations. Style: Mangalore Mango WP-1A Manufacturer: Wolf Gordon RAMPART+Custom Wood Fire Rating: Class A Wall Protection System to include the following: Note: See Interior Elevations Color: 7984-38 Finish: AEON Scratch Resistance Chair Rail,Wallcovering WC-1,Wood Base Fire Rating: Class A Chair Rail: WCR-1 ARCHITECTURAL TRIM Note: See Interior Elevations Wood Base: See wood base spec WWB-1 Finish: Per finish schedule CODE DESCRIPTIONRefer to AT-1 Manufacturer: Fry Reglet RESILIENT SHEET FLOORING Note: See Detail 13/A10.1 ion plan/schedule Representative: Katie Hynes(443)827-0968 CODE DESCRIPTION Proj. No: 1310.01 RS-1 Manufacturer: Allied Industries International Style: Scribel-ine Wall System Style: Eco-Grip Slip Resistant Safety Flooring WP-113 Manufacturer: Wolf Gordon RAMPART+Custom Wood Drawn By: Profile: Intermediate receiver SLRCBR125-10ACR Color: Slate Wall Protection System to include the following: Drawing Title: Architectural Bar: 1/4"; Buffed Brite Pewter finish Wallcovering WC-1,Wood Base Note: 'submit shopdrawings for architect's approval. Construction: Polyvinyl (PVC)with short staple fiber reinforcement g pp Accessories: RAMPART Top Cap#WC-98 in color 176 Taupe FINISH Installation: Full spread adhesive; heat weld seams See Interior Elevations Size: 60"x96"sheet Wood Base: See wood base spec WWB-1 CARPET Finish: Per finish schedule SPECIFICATIONS Thickness: 6.5mm CODE DESCRIPTION Surface Finish: Aggressive slip resistant finish Note: Refer to wall protection plan/schedule CP-1 Manufacturer: J&J Invision Top of cap to align with top of WCR-1 on adjacent wall Representative: Lorin Pierucci 610-755-1600 Fire Rating: Type I pNote: Install wall protection where applicable before flooring; Flash cove 6" See Detail 14/A10.1 Style: "Tranquil Broadloom 6593 Color: Sky 3228 base up the wall with polyvinyl color match base cap. Seal cap to wall Y WP-1C Manufacturer: Wolf Gordon RAMPART+Custom Wood Construction: Tip Sheared Patterned Loo protection panel. p p Wall Protection System to include the following: Stain Protection: ProTex Soil Release ProSe t Animicrobial See Floor Finish Plan/Finish Schedule p RUBBER WALL BASE Wallcovering WC-1,Wood Base Backing: PremierBac Plus Wood Base: See wood base spec WWB-1 DDye Method: 100%Solution dyed CODE DESCRIPTION Y Y Finish: Per finish schedule RWB-1 Manufacturer: lohnsonite Representative: Keith Knecht(215) 272-7085 Note: Refer to wall protection plan/schedule INT001 Installation: Glue-down Size: 12ft wide Full height WC-1 to extend from WWB-1 to ceiling Fire Rating: Class 1 Collection: Traditional Cove Base WC-1 to wrap all corners and header Warranty: Lifetime commercial limited Style: 01 Snow White Note: !lee Floor Finish Plan&Finish Schedule Color: 01 Snow Construction: Rubber GROUT Finish: Smooth Matte ARCyI CODE DESCRIPTION Installation: Glued �h GT-1 Manufacturer: Mapei Size: 6 height Thickness: 1/8" ' For floor application with antimicrobial,anti-cracking,shrinking, never needs sealing, Fire Rating: Class 1 resistant to efflorescence, mold&mildew resistant,zero voc's ` CWarranty: 5 year Color: 02 Pewter Q Note: Support spaces where indicated ��iYNote: Floor Tile(at all PCT-1) NJ 21A101PA RA409294 I SHEET NORTH REFER TO SHEET NORTH TIMBERTECH DECKING (NOT TRUE NORTH) FOR 4 a r c h i t e c t s OVER PT WD FRAMING FINISHES SCHEDULED TO SUPPORTS BE INSTALLED ON WALLS 500 Kings Highway South Cherry Hill, NJ 08034 PER N/E/S/VI/ DIRECTION 856.770.1060 LANDSCAPE office@kd-arch.com GENERAL NOTES zd 1. ALL FLOOR FINISHES ARE TO RUN UNDER CASE GOODS BUILT-INS - - - - - 2. SEE DRAWING INT1.0 FOR TYPICAL TRANSITION DETAILS. CONCRETE 3.3. G.C. TO PAINT ALL MTL. TRIM FOR LIGHT FIXTURES, GRILLES, 7_- NEW CONCRETE DIFFUSERS, ETC. TO MATCH CEILING WOR WALL PAINT. CAULK ALL INT1.0 NT1.0 WALKWAY GAPS AS REQ'D. El 11 1 BOARD STARTER 7_-CONCRETES 4. ALL ELECT. RECEPTACLE COVER PLATE FINISH TO MATCH ADJ. ❑ WALL FINISHES (TYP.) SUBMIT COLOR SAMPLES FOR APPROVAL. 5. CONTRACTOR TO FOLLOW ALL MOUNTING HEIGHTS AS SPECIFIED. / SEE ELEVATIONS AND ELECTRICAL DWGS. FOR MISC. HEIGHTS 6. PROVIDE FLUSH TRANSITION BETWEEN ALL FLOORING MATERIALS, EXISTING FLOOR TRANSITION LOCATION KEY NOTES 77-CONCRETE EXISTING FLOOR TRANSITION LINE TO REMAIN; NEW FLOOR A02 O --/ -"- ./ FINISH TO MEET EXISTING FLOOR WITH FLUSH TRANSITION. EXISTING / V.I.F. LOCATION OF EXISTING FLOORING. PORCH O ALIGN FLOORING TRANSITION WITH FACE OF WALL AS INDICATED E03 3 CENTER FLOORING TRANSITION THRESHOLD UNDERNEATH DOOR O INT1 .0INT1 .0 SCHEDULED CARPET& / ADHESIVE; FLASH PATCH EVENLY TO THRESHOLD •- <DT2 , O� SCHEDULED CARPET SCHLUTER TRANSITION SCHLUTER TRANSITION JFAN fl jj TS-1 TS-1 &ADHESIVE; FLASH ALIGN EXISTING TILE FLOOR LALIGNPORCELAIN FLOOR TILE i' I PATCH EVENLY TO CONTRACTOR TO FLASH / D THRESHOLD PATCH NEW CARPET TO EXISTING CARPET TO / ° - - DIRECTION OF CREATE FLUSH PATTERN TRANSITION / % / SLAB THIN SET MUD BED SLAB THIN SET MUD BED / ......_................................._................................. _.__........._._. ........................ / EXISTING / 1 ��o '-' ;, TRANSITION DETAIL TRANSITION DETAIL DINING,. ROOM M 2 CARPET TO EXISTING TILE 3 CARPET TO PORCELAIN TILE m i-' /--- 5 / INT1.0 N.T.S. ,--- N I C i E04 - EXISTING INT1 .0 INT1.0 N.T.S. / / �� � LIVING ROOM LANDING / / / / / / / / /� �J SCHEDULED CARPET & g'-6" g`_g / FAUE� f�E/OF✓- E02 ADHESIVE; FLASH PATCH BA�LL� _ EVENLY TO TRANSITION STRIP TILE WITH 1i TH BAB IN SET T a PUB DINING �qpi SCHLUTER TRANSITION $ XISTING LVT d & PORCH SCHLUTER TRANSITION / ' ' / E / / / / / / / I -� ❑ '/ ALIGN EXISTING CARPET TO REMAIN ADDITION ALIGN INT 1.0 TS-1 1500 BRECKNOCK RD ' / CONTRACTOR TO FLASH / /� \-SLAB \-SLAB° THIN SET MUD BED VILLAGE OF PATCH NEW CARPET TO ' G / - - 4 TS-1 AEXISTING CARPET TO REENPORT NY 1194 TRANSITION DETAIL TRANSITION DETAIL CREATE FLUSH , SUFFOLK COUNTY - o J 3 TRANSITION �/ 4 CARPET TO EXISTING LVT 5 TILE TO EXISTING CARPET eco INT1.0N.T.S. INT1.0 N.T.S. TS-1 2O DIRECTION PCT-1 �, v CSF 9<TTERN- 5 i ' EXISTING / INT1 .0 ANODIZED ALUMINUM 2 / SCHLUTER TRANSITION Issued For: CORRIDOR INT1 .0 TS-1 i �' NEW PORCELAIN RESILIENT FL. (TS-1, SEE SPEC) PRICING SET 4 CPT-1 �j 1 / / FLOOR TILE ALIGN EXISTING TILE FLASH PATCH . E05 INT1 .0 3 O � i % FLOOR TO CREATE ' _. .... .._.._ __._ _ - _..._.._._._____.._.... . PORCELAIN TILE LE ' INT1 .0 TS-1 FLUSH TRANSITIONDate: / i / ' 2 12-23-2020 3 _ DATE RELEASE i i SLAB ET MUD BED � HIN S I - 1 T SLA SET MUD BED / xzxzzxzzzzzxz%zx B THIN -........_..� ,/' i -•, � - � i �� i-' %%%%%%%%%%%%%%%% O 0111-02-2020 122020 PRICING INT .0 / _ '' x%%zzzzzz%%%zzzz TRANSITION DETAIL TRANSITION DETAIL RICINGNTMEPCOORDINATION i _ / zzzzz%zzzzzzzzzz / / / / � �� �� , , , , , , , ,xxxxY,YxYYYYxYYYY 0304-2021 PRICING / zz%zzzzzxxzxz%zz%zzr,xz%zz%zzzzz' ' / Y/zzzzz%Y,zzzzzz%zzzzzzzzzzzzzxz' CONSTRUCTION % /EXISTING -' ,-- - ' NEW TILE TO EXISTING TILE TILE TO RESILIENT SHEET 02252022 ISSUEDFOR / % g � 06-03-2022 PERMIT SET / zzz%zzzz%z%xz%xzzr.z%xz%zzzzzzzz' ' EXISTING ' ' MENS / J �-� �-' �-' .-� WOOD LOOK i' INT1.0NT1.0 �J / / N.T.S.NTS NTS 1yT1.0 %z%zzzzz%z%r,z%zz%r,z%zzzzzzzzz%z' /' - - PLANK TILE , ,% /" ,' ,�._• - / .' J �� ,� �/ z%x%%zzzz%%z%z%xx%%zzzz%zzzz%xz' �, / ......,>,..„..... ......... .„ .�„... .._,..... . E06 __.... � %xz%xz%z%%%%x%%%%xzzr,zzzzzr,zxz%' ��� RUN AO 5 / WALL PROTECTION BEHIND TS-1 PCT- z%zz%%%%%z%zzzzi1 zzzzz%zz%z' COVE WHERE SCHEDULED _ zzz%z%%z%z%%z%%zzzzzzz%z%zzr.z%z' PASSAGE %%zzz%zz%zzz /%xx%x%' % A ' Y �J PCT-1 SCHEDULED PARTITION / /. /, % .6%%/loom /_� ' / j?,rr / %•� z%zzY,zzzzzzz%zzzzxzzzxz%%%zzzz' :/, / ' ,� /� z%zzzzzzzzzz' zzzz%%% / / �, �� �/ % zzzxzxxx%%' �f / 4 ECO-GRIP COLOR MATCH ' / / ,' POLYVINYL BASE CAP; SEAL %%%zzxzazzzz zzz i/ xzxxx%zxxz' %xzzzzzza zz z z%zxxxx%zx z x x x x%%' EXISTING j CAP TO WALL PROTECTION xz%zzzz%zzxzzzz%zzxzx%z%xz%z%xz' F. ( zr'zzr,zzzzzzzzxxzxYY%Yx%Y%%Y%YYY . PANEL /' / / �---/ �/ %zxzzzzzxzzzzxzzxr szz%xx%z%r,zxz' �� �/ �/ �� �� ' / \ z%zzzzzzzzzz%z%xz%zzzzzxxzxzzxz ,' % _ %'b xxY,'/,xxxxx'b%Y.xY.%%%'/,x' /' '^ / VJ E / / ,--- =-/ -i -i zYzzzyzzzz%zzzzzzzz%z%r,xzz%z%zz / ' SCHEDULEDSHEETFLOORING LOUNGE \ MATERIALTO FLASH 1 ❑ / , / �= zzr,zz7xz zzazz%z%xz%zz%r,zxzz%zzzz' / / / ti\YH . \/FI zzzzzz%%zzzz%zzzzzzxzzzz' ' ' ' COVE UP WALL / /"y �-� �� /xx I�T1c� xY.'b%Y.%Y.%xx%Y.Y.'/.x%xx'h%Y, ,-, ,� ,� ,-, ,-, E0 /' / � T��zz",zzYzzxz%%zzzz%%z%%z%zzzzz i' - ' zzz% .xzxzx%zzz%zzY,zxz%xz%z%x �--� �---� �xzxz%zzzzzzzxxzz%x%%zr,zzxzzzz / / zzzzz%z%zx%%x%xz%z%%z%zz% �EO WAL-KER-�i" ' / r -AIN a RS �F� IN/ 8 TEGRAL COVE BASE 9 NOT USED ✓`' " / /' 6 TS-1 i INT1.0 N.T.S. N.T.S. ... Prod. No: 1310. 1 /'` /m 1 _• -� �-' �-� -� �---� r-' �-' �J /--� �-=-� �-' �-' �--� �-� �� % i' / .,... / COMPOSITE DECKING OVER PT EXISTING DE _ .__. / WD DECK FRAMING FIRST Drawn By: / 1l1/OM E N S'' J __ _C --� / / I EDGE OFBOARD OCONC RBE REMAINING LLEL H Drawing Title: / / / / 1 CONCRETE BOARDS TO BE INSTALLED AS PCT- i' ;' / / �. / J / / ALIGN SHOWN ON FLOOR FINISH PLAN `_ FINISH FLOOR EOr' , EXIST. ELEC. PLAN . a ° ' E08 / / 1 TS-1 // �.,._ p.._ . !.,....... . .... ..:.::............_ ' DASHED LINE INDICATES _ _.. . - - R-. . � _- � /y�- / , // PVC FASCIA BOARDS BEY....... .......... .. ...... . ...._. ,'� / BLOCKING TO SUPPORT /L'EXISTING % / EXISTING / PARALLEL BOARD / CORRIDOR / / /' COATS / C,ORRIDOR ;'/ /' TRANSITION DETAIL ADJACENT TOCONC. /E09 ! q NOT USED 11 COMPOSITE DECKING TO CONC. / �,--- / 6 E 10 INT1.0 N.T.S. INT1.0 N.T.S. i ED Ap r7W�F .i Kl_, FINISH FLOOR PLAN r 1��i Yo Dwll NJ 21A101611700-DE - i978-0'IAPA'RA-409294 Aft architects 500 Kings Highway South Cherry Hill, NJ 08034 856.770.1060 off>c d-arch.com LANDSCAPE TERRACE 3 i F. , •° i / / / 5 / 03) / PORCH`,Aoz . �.If EXISTING , PORCH E03 ! / i 'r / s , r' i E EXISTING � � i c-1 PECONIC / DINING' ROOM" - LANDING EXISTING[TE04 LI M F LIVING G ROO 3-6 / PUB DINING & PORCH/ E02 BAR i ADDITION , / 1500 BRECKNOCK RD .......... / ' `•` '/ GREENPORT NY 11944 % VILLAGE OF FOLK COUNTY SUFFOLK 2 Issued For: ............................... ................... .............................. . . _ ............................................ / PRICING SET / EXISTING ._....._..........___. ._.___............_ __ ____ _.___ _ _- .__________. __ ._:_- _ ..______ CORRIDOR' / Date: 012-23-2020 , 1 / E05 O - � / j DATE RELEASE /' 11-02-2020 PRICING ' 01-12-2021 EQUIPMENT MEP COORDINATION - - - - - - - - 03-04-2021 PRICING O02-25-2022 ISSUED FOR CONSTRUCTION 2 ET 06-03 02 PERMIT S , , E. EXISTING MENS COAT ' EO A05 , 3" l 1PASSAGE' PANTRY - / A04 A03 EXISTING / " LOUNGE -� ALCOVE / E01 " / E08 0 WALKERS/ 3 , / 7 , . , SCOOTERS A07 / Proj. No: 1310.01 / Drawn By: ' / i" , `EXISTING Drawl Title: ; 9 . 'n T� / f I r<F : O +, / WOMENS / ... __ FURNITURE / I PLAN E07 IST. ELEC. / . / ° ARE WORK / E08 / � A OF J. 71 i EXIS TI / ISTING' / COR IDOR , COATS / /- CORRIDOR North E09 / / Ab6 / E'10 to Ate. L) KD --F k KEY PLAN =: `r ° •� ��` 1 FURNITURE PL/kN D r�- 42978-01 I N T2.0 1/411 = 11 - 01, Project North W 21A101811700•DERA-409294 I ( I I architects WALL PROTECTION LEGEND 500 Kings Highway South i Cherry Hill, NJ 08034 WALL PROTECTION (WP-1A) 856.770.1060office@kd-arch.com I I I I I I I I I I I I I I I I WALL PROTECTION (WP-113) LM D S CA P E WALL PROTECTION (WP-1C) I I I I 1.. WALL PROTECTION (WP-2) i WALL PROTECTION (WP-3) TERRACE ___—__—__— WALL PROTECTION(WP-4) - - - - - - - — - — wcA-# WOOD CASING — - — PT# PAINT COLOR I El In I I I I I ;. O PORCH M - A02 J N W o W W EXISTING co PORCH E03 U U � € f : WP-1AEXIST t A :I i A tf I ESTI �� EXIST PECON IC D I G : �``- - LANDING : a — - - EXISTING LIVING ROOM >* PT-2 PUB DINING wP-2 E02 ' & PORCH N O f Q BAR ADDITION N J A01 � \ U Q ; ❑ ; :: W W 1500 BRECKNOCK RD ::.. VILLAGE OF GREENPORT, NY 11944 ! SUFFOLK COUNTY I : a I J F,. WCA-1 EXIST _ ' PT-2 Issued For: T � WCA-1 ��. PRICING SET C R I Db PT-2 WP-1 A Date: E 5 SEE DETAIL 2/A10.2 ►- ►-•--►--• 12-23-2020 ! WCA-2 '.� WC-2 WP-1A PT-2 DATE RELEASE _ -- - -- -- -- -- - - - _ 11-02-2020 PRICING WCA 1 T �-2 T101-12-2021 EQUIPMENT MEP COORDINATION .__� II I I I I I I I I : 03 04 2021 PRICING WCA -1 _ P 2 /� "....... _ CONSTRUCTION 06-03-2022 PERMIT SET Q : WP-3 a XS � a i I � : COATS µ A05 3 PT 2 E WP 1C PASSAGE PANTRY A04 • � � _ X11111111111111111111 : ¢ . A03CL = 1J11111111111111111111� 4 ALCOVEWCA-1 II Illllf = p / PT 21 PT-2 _ E08 WP-3 WALKERS/ _ SCOOTERS —" IIIIIIIIIIIIIII F A07 = a EXIST. _ WALL PROTECTION � Proj. No: 1310.01 PT-2 (WP-4)APPLIED TO Drawn By: WIDE BOTH SIDES O R — D Title: _ T = / ravel I e. `n: I F DOOR nnnlu_ �n9 T� ' P -2 nnnnnnnnn Innlnnnnnnnnnnln- S =Q _ WALL PROTECTION _ 71 1I I I I I I — WP-1 C � _ - PLAN .m I ; CL _� I — � : — — p AREA OF WORK 771+--' Inlll Illnlnllnlnllnlnlnlllt ............. ........ ..... E N T R I O C PED ARC KUA o �Ca ��FOW�F4s' KEY PLAN T 1 WALL PROTECTION PLAN Dit AV Project North NJ 21A101611700•DE S5-0007 42978-01 PA RA-009294 PRINTS ISSUED 2021 1 UTILITY PLANS 09.16 1 UTILITY PLANS 09.21 1 UTILITY PLANS 11.30 2022 1 UTILITY PLANS 01.19 EQUIPMENT SCHEDULE - PANTRY z z -fw w Q Q z o' v Q^ Q � � o V) LLJ p p Q pzoz �z o- Q w z � w w ww w �w ITEM EQUIPMENT a. p z O J w JL- ELEC oN p� plv ~per �N �� oN PLUMBING NO QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER REMARKS Q Y = > o z wQ REMARKS c�cn c�Q -T-co =Q o� oQ z� REMARKS P1 1 TRASH RECEPTACE PROVIDED BY OTHERS P2 1 OVEN, MICROWAVE/CONVECTION, COMBITURBOCHEF NGC-1280-1 (TORNADO 2) 30.0 5.9 208 1 1XI 6-30P 48 P3 1 CABINET, WALL EAGLE GROUP/METAL MASTERS WCH-48 P4 1 REFRIGERATOR, WORKTOP TRUE MFG. TWT-48D-2-HC 5.0 0.6 0.2 115 1 X 5-15P 24 P5 1 OVEN, MULTI-COOK, ELECTRIC ALTO-SHAAM VMC-H4 (LH) 23.0 10.8 380 3 P6 1 REFRIGERATOR, REACH-IN CONTINENTAL REFRIGERATOR 1 RSEN 7.5 0.3 120 1 X 5-15P 90 P7 1 SINK, HAND, WALL MOUNT EAGLE GROUP/METAL MASTERS HSA-10-FA 0.5 33 0.5 33 1.5 24.5 P7A 1 SOAP / TOWEL DISPENSER PROVIDED BY OTHERS P8 1 SODA SYSTEM PROVIDED BY OTHERS 15 120 1 24 P9 1 WAREWASHER, UNDERCOUNTER CHAMPION INDUSTRIES UH330 ADA BUILT IN BOOSTER 32 208 1 Ix 2 0.5 2 0.625 BUILT IN BOOSTER P10 2 CABINET, WALL EAGLE GROUP/METAL MASTERS WCH-48 P11 1 WARMING DRAWER WELLS RWN-2 7.9 120 1 X 5-15P 18 P12 1 TOASTER, SLOT-TYPE HATCO TPT-120 15.0 1 .8 120 1 X 5-15P 48 NE)I BEseRIP:ReN DATE BY P13 1 REFRIGERATOR, SANDWICH/SALAD PRE TRUE MFG. TSSU-27-08-HC 3.5 0.4 1/5 115 1 24 REVISIONS P14 1 TABLE, WORK, ENCLOSED BASE EAGLE GROUP/METAL MASTERS CB3060SE-BS ALL MEASUREMENTS MUST BE CHECKED P15 1 ISHELF, WALL MOUNT EAGLE GROUP/METAL MASTERS WS1236-14/3 ON THE JOB BY THE CONTRACTOR P16 1 ICOFFEE MAKER, SATELLITE SYSTEM BUNN-O-MATIC 20900.0008 28.8 6.0 120/208 1 X 48 0.25 48 ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE P17 1 SOUP WARMERS HATCO RHW-2 9.8 2.5 208 1 X 48 RETURNED UPON COMPLETION OF THE WORK P18 1 WORK TABLE W/ SINK EAGLE T3072STE-BS 0.5 24 0.5 24 1.5 P19 1 FREEZER, WORKTOP TRUE TWT-27F 2.3 115 1 5-15P 24 EQUIPMENT SCHEDULE - BAR � � z z Q Q z Q w w Q w ITEM � � Q w � � v �w � �w ww w �w EQUIPMENT p = J w _j� ELEC oN o� ON oII �N �� oN PLUMBING -- z NO QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER REMARKS Q _ > a o a- z wQ REMARKS 0cn 0< =cn =Q C cm oQ REMARKS B1 1 BAR TOP AND DIE WALL MILLWORK IQ B2 1 POINT OF SALE PROVIDED BY OTHERS 5.4 0.6 120 1 X 5-15P DEDICATED CIRCUIT B3 2 TRASH CONTAINER B4 1 BAR CART - MOBILE CUSTOM - MILLWORK 1 .5 B5 1 UNDERBAR SODA GUN FILLER PERLICK TSF4SGB GUN PROVIDED BY SODA VENDOR O B6 1 UNDERBAR ICE CHEST PERLICK TSD241C-EC10 0.5 136A 1 UNDERBAR SPEED RAIL PERLICK SR-S24A 0. B70 1 UNDERBAR BLENDER STATION PERLICK TS12BLW CUSTOM - MILLWORKz 20 0.2 120 1 X 5-15P 18 POWER FOR BLENDER (FUTURE) 0.375 13 0.375 13 1 .5 B8 1 UNDERBAR STORAGE WITH DRAIN BOARD PERLICK SC18 1 5 W B9 1 COOLER, BOTTLE PERLICK BC36RT 1.9 0.2 115 1 X 5-15P 12 B10 1 UNDERBAR FILLERS & DRAINBOARDS PERLICK TSD24LIC IO W 1 .5 B11 1 FROSTER/CHILLER, GLASS/MUG/PLATE PERLICK FR24RT 3.8 1/4 120 1 fmy B12 1 UNDERCOUNTER REFRIGERATION PERLICK HC24RS W/GLASS DOOR 2.3 0.2 115 1 X 5-15P 12 B13 1 UNDERBAR STORAGE WITH DRAIN BOARD PERLICK SC24 w 1 .5 B14 1 UNDERBAR FILLERS & DRAINBOARDS PERLICK TSD24LIC 1 .5 B15 1 UNDERBAR 3 COMP SINK PERLICK TS53C 0.375 13 0.375 13 3)1 .5 B16 1 UNDERBAR STORAGE WITH DRAIN BOARD PERLICK SC12 B17 1 GLASSWASHER PERLICK PKBR24 5.4 0.6 120 1 X 5-15P 12 0.5 6 1 .25 1 TS12HS 0.375 13 0.375 13 1 .5 1 SPARE NUMBER B19 01/19/22 SOV412_ 0 9801 Washingtonian Blvd. Gaithersburg, MD 20878 SHEET TITLE BAR AND PANTRY EQUIPMENT SCHEDULE CAD FILE NAME DRAWN ISSUED CHECKED SCALE 1/4"=1'-0" APPR. DWG NO. PROJECT NO. K1 PRINTS ISSUED 2021 1 UTILITY PLANS 09.16 I I I 1 UTILITY PLANS 09.21 UTILITY PLANS 11.30 2021 UTILITY PLANS 01.19 I i 67 69011 6" DIA CONDUIT UNDER FLOOR FOR SYRUP LINES, III I 111 I STUB UP AT +6' AFF I II I II I II I IN I iiT i 65 1 iii i � - - - - - - - - - -- -- - - � 1 ii � i F IN — — — — — — — —— — — — — — — — I I I —1 Iii I I �– o .�.FLAT TOP 1/19/22 11 � I � I ������� �, IIIIIIII I 1 19/22 i I - o ..... .. _.. Io, per„ IIIIIIII I .R.MT� I�I�LLLWI I 1/19/22 1 I I N l I r VIII II I M I N I I I i \ VIII I 4 ME� "" 'III CONV. I I I I I I I I IIIIIIIIIIIIII B10 I +18' _J 1 i ;CX MCC a I I I a 1 B1 I 67 68 B11 a I I 62 B11 I i I I 1�7 FS 62 I I B6 69 L1 L 66Ai I B12 .J I I FS\\ FS 12 B18 B16 I I B17 = I I I B' B1 \ B15 I _ I CONV. I B17 B13 == I I O r� +24' _ = I I O r� O r� B15 .o I I I Ir--i _ _ I I F-1 Il I I I J l u i t— Ir—� I I II I III I _ = I II I = _ B4 i ii i fIlI1 - - = _- ( I IL_J o o O 0 = _ ( I i IL—J 'PET _ I UO U0 —�.�_ B14 O L_ — L - - - - - - — — — -NO- E)E9eRIPqeN DATEREVISIONS j I j I 6" PVC conduit for syrup \" I ALL MEASUREMENTS MUST BE CHECKED / I N I I I water bundle from bag in I ON THE JOB BY THE CONTRACTOR \\ box location to bar \�\ j \\ ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE I I I \\ RETURNED UPON COMPLETION OF THE WORK - ---------- --- -O-- --- L---- (]r--ir i ------- ------- r r-t ------- I II I 0 1 II I I,I II I ' 0I II I CONV. �f P8 P8 P6 +48' EEO I" II i / FS P6 P7A P18 _ 1�dl I /// P9 I -- �II i P7 P18 C TS C TS li I IMI I / I 1 P5 I I I — I P5 P9 i, I Cpl 1I C TS — rnNv+48" II —= I I I. A05 P9 I == I 1 I. i ' -- II I. I P4 P10 A05 coNv. P17 P,1 I I I I I A05 I I I P4 I +48 P1 I II I I —�I I II I I P3 II I ° I ° I z I ° II P2 I. �----J )N E P13 I. )N E CIS )NE i P13 Ei I �O` , +48CONV. P16 CI� 1 i U I P16 I—I-� I �O\ / I P14 P16 �I I ' �/ I = (1T O T i — — CIS nTf— IL I P15 (ITS _fL �— + � III I � 111��� � I • W. _�— � Q — — — — rffI IIS I I IIS IIIA I lllL--4— UIL --F� UL�_ (IT — IIIA I � IIIA I �::@ r -�- u1 �417 ' lll L_ z W III I � Q — Q _� -� --F CV t N Q W CV v U I I I I U ry I I — �� W r� I EQUIPMENT PLAN ELECTRICAL PLAN PLUMBING PLAN n Scale: 1/4"=1 '-0" Scale: 1/4"=1 '-0" Scale: 1/4"=1 '-0" ELECTRICAL LEGEND PLUMBING SYMBOLS + ABOVE FINISHED FLOOR �. MAIN GAS LINE DROP DN+ DOWN FROM CEILING TO HT ABOVE FINISHED FLOOR CONN CONNECTION • PLUMBING ROUGH-IN V VOLTS Q COMBINATION FD-C; AREA FD-A KW KILOWATTS FLOOR DRAIN- HUB FD-H; DOME FD-D AMP AMPRERES 1-9 FLOOR SINK WITH HALF GRATE PH PHASE HP HORSEPOWER 10 EQUIPMENT NUMBER JB JUNCTION BOX SR SINGLE RECEPTACLE so de)�b DR DUPLEX RECEPTACLE BP BREAKER PANEL PLUMBING LEGEND E.C. ELECTRICAL CONTRACTOR + ABOVE FINISHED FLOOR PI PLUG IN DN+ DOWN FROM CEILING TO HEIGHT ABOVE FINISHED FLOOR 9801 Washingtonian Blvd. 10 EQUIPMENT NUMBER CONN CONNECTION Gaithersburg, MD 20878 CW COLD WATER ELECTRICAL SYMBOLS HW 140 DEGREE HOT WATER SHEET TITLE IW INDIRECT WASTE a JUNCTION BOX ROUGH-IN W WASTE BAR AND PANTRY 0 EQUIPMENT CONN. JUNCTION BOX MW MIXED WATER 11111119-- DUPLEX RECEPTACLE CR CONDENSATE RETURN UTILITY PLANS FD FLOOR DRAIN M& SINGLE RECEPTACLE GPM GALLONS PER MINUTE REMOTE SWITCH +54" GT GREASE TRAP CAD FILE NAME DRAWN ISSUED DISCONNECT SWITCH CHECKED SCALE 1/4"=1'-0" eoN .1 CONVENIENCE OUTLET APPR. DWG NO. HEIGHT RATED ® 20 AMP'S PROJECT NO. K2 STRUCTURAL NOTES GENERAL NOTES: CONCRETE: MASONRY: architects 1. THIS PROJECT HAS BEEN DESIGNED USING THE 2020 BUILDING CODE OF NEW YORK STATE. 1. THE PROVISIONS OF ACI 318-14 HAVE BEEN UTILIZED FOR THE DESIGN OF CONCRETE ELEMENTS ON THIS PROJECT. 1. MASONRY UNITS SHALL BE ASTM C-90(NORMAL WEIGHT)WITH MINIMUM COMPRESSIVE STRENGTH OF 2,800 PSI AT 28 DAYS ON THE NET AREA TABLE 1 2. STRUCTURAL SPECIAL INSPECTIONS ARE A REQUIREMENT FOR THIS PROJECT. A QUALIFIED INDEPENDENT INSPECTION AGENCY SHALL BE 2. FLOOR FINISH TOLERANCES FOR THE SLAB ON GRADE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 117. FLOOR FINISH TOLERANCE OF INDIVIDUAL UNITS. ALL CMU SHALL BE ERECTED IN A RUNNING BOND PATTERN AND SHALL BE LAID IN A FULL BED OF MORTAR. 5DD KIriDS HIDWJ SO>1(Ii SELECTED TO PERFORM THIS SERVICE. ALL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE(SEE THE SHALL BE MEASURED USING A 10 FOOT STRAIGHTEDGE ANYWHERE ON THE SLAB AND ALLOWING IT TO REST UPON TWO HIGH SPOTS WITHIN 72 2. ALL MORTAR SHALL BE PORTLAND CEMENT/LIME CONFORMING TO ASTM C270. USE TYPE M MORTAR BELOW GRADE AND TYPE S MORTAR FOR LAP SPLICE LENGTHS FOR CONCRETE Cherry Hill, NJ 08034 FOLLOWING TABULAR REFERENCES)ARE REQUIRED AT A MINIMUM. FOR STEEL CONSTRUCTION REFER TO TABLE 1704.3, FOR CONCRETE HOURS AFTER SLAB PLACEMENT. THE GAP AT ANY POINT BETWEEN THE STRAIGHT EDGE AND THE FLOOR SHALL NOT EXCEED 1/4". CMU ABOVE GRADE. DO NOT USE ADMIXTURES THAT CONTAIN CHLORIDES. CLASS B SPLICE LENGTHS(INCHES) 856.770.1 DBD CONSTRUCTION SEE TABLE 1704.4,FOR MASONRY CONSTRUCTION SEE TABLE 1704.5.3,FOR SOILS SEE TABLE 1704.7. SEE THE NOTES ON THIS 3. ALL CONCRETE SHALL BE NORMAL WEIGHT,READY-MIX. ALL CONCRETE MIX DESIGNS SHALL BE DESIGNED BY ENGINEERS RETAINED BY THE 3. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECIFICATION C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 Office rx€�d-arch.com DRAWING FOR ANY ADDITIONAL INSPECTIONS REQUIRED. CONCRETE SUPPLIER ACCORDING TO THE CRITERIA CONTAINED WITHIN THESE NOTES AND AS SHOWN ON THE CONTRACT DRAWINGS. SUBMIT PSI AT 28 DAYS. GROUT MUST HAVE A SLUMP OF 8 TO 11 INCHES. DO NOT USE ADMIXTURES THAT CONTAIN CHLORIDES. DO NOT SUBSTITUTE 3,000 PSI CONCRETE 4,000 PSI CONCRETE 5,000 PSI CONCRETE 6,000 PSI CONCRETE 3. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS INDICATED IN THE NOTES FOR THIS ALL CONCRETE MIX DESIGNS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ALL SUBMITTED MIX DESIGNS SHALL MORTAR FOR GROUT. CONSOLIDATION OF GROUT IN BLOCK CORES SHOULD BE ACHIEVED WITH A LOW VELOCITY MECHANICAL VIBRATOR BAR TENSION TENSION TENSION TENSION JOB. FAILURE OF THE CONTRACTOR TO READ THE STRUCTURAL NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR INCLUDE SAMPLE CYLINDER BREAK TEST RESULTS CONFIRMING COMPRESSIVE STRENGTH OF EACH MIX DESIGN. WHICH HAS A 3/4 INCH HEAD. THE VIBRATOR IS NORMALLY ACTIVATED FOR ONE OR TWO SECONDS IN EACH GROUTED CORE OF HOLLOW UNIT SIZE TYP TOP COMP TYP TOP COMP TYP TOP COMP TYP TOP COMP REQUIREMENTS. 4. ALL CONCRETE SHALL HAVE A WATER REDUCING ADMIXTURE AS REQUIRED TO INCREASE WORKABILITY. WORKABILITY SHALL NOT BE ACHIEVED MASONRY. #3 21 27 12 18 24 12 17 22 12 17 20 12 U 4. NO FIELD MODIFICATIONS TO ANY STRUCTURAL COMPONENTS SHALL BE MADE WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. - THROUGH THE ADDITION OF WATER TO THE MIX. CONCRETE SLUMP PRIOR TO ADMIXTURE ADDITION SHALL BE A MAXIMUM OF 3 INCHES. 4. LAID UP MASONRY STRENGTH fm FOR THE COMPOSITE OF CMU,MORTAR AND GROUT FOR ALL STANDARD MASONRY WALLS SHALL BE 2,000 PSI. THIS INCLUDES,BUT IS NOT LIMITED TO REVISIONS DUE:TO MIS-LOCATION,MISFIT,OR ANY OTHER CONSTRUCTION ERRORS. PROPORTIONS OF CONCRETE ADMIXTURES SHALL BE DETERMINED BY THE CONCRETE MIX DESIGNER. 5. ALL CONCRETE MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES #4 29 38 15 25 32 15 22 29 15 20 26 15 W 5. ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE,AND LOCAL CODES INCLUDING ALL OSHA 5. DO NOT USE ADMIXTURES THAT CONTAIN CHLORIDES. FLY ASH OR OTHER POZZOLANS SHALL NOT BE USED IN ANY CONCRETE UNLESS ACI 530/ASCE 5/TMS 402"AND"SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1/ASCE 6/TMS 602". J REGULATIONS. APPROVED BY THE ENGINEER. 6. PERFORM INSPECTIONS OF MASONRY CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE. #5 37 47 19 31 40 19 28 36 19 25 33 19 V) Z o 6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PEOPLE WHO MAY BE ON OR NEAR THE WORK AREA,BY 6. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITIONS OF THE FOLLOWING ACI PUBLICATIONS ACI 301 7. ALL REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. #6 43 56 23 38 48 23 34 43 23 31 39 23 W W O O N MAINTAINING A SAFE WORK AREA,SAFE WORKING CONDITIONS,AND LIMITING ACCESS TO THE WORK AREA. (SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS),ACI 302(RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB 8. PROVIDE HOT-DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT(MIN.9 GAGE COLD DRAWN GALVANIZED STEEL WIRE)IN E"' W N v rn 7. CONTRACTOR IS FULLY RESPONSIBLE FOR HIS WORKERS'SAFETY,SAFETY EQUIPMENT,FIRST AID,AND EMERGENCY HANDLING PROCEDURES. CONSTRUCTION),ACI 304(ACI MANUAL OF CONCRETE INSPECTION),ACI 311 (RECOMMENDED PRACTICE FOR MEASURING,MIXING, ACCORDANCE WITH ASTM A1064 AT 16"ON CENTER VERTICAL IN ALL MASONRY WALLS. SPACE HORIZONTAL JOINT REINFORCEMENT AT 8" #7 62 82 27 54 70 27 49 63 27 45 58 27 Q Z � � i. 8. CONTRACTOR SHALL PERSONALLY SUPERVISE THE WORK AND SHALL BE PRESENT AT THE WORK SITE AT ALL TIMES DURING CONSTRUCTION TRANSPORTING AND PLACING CONCRETE),ACI 315(DETAILS AND DETAILING OF CONCRETE REINFORCEMENT),ACI 318(BUILDING CODE INCHES ON CENTER IN ALL PARAPETS. USE SHOP FABRICATED SPECIAL PIECES AT ALL CORNERS AND TEES. #8 72 92 30 62 80 30 56 72 30 51 66 30 V U Ln 00 N ° Q WORK. CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL FOR THE PROPER COORDINATION AND EXPEDITING OF THE WORK. REQUIREMENTS FOR REINFORCED CONCRETE),ACI 347(RECOMMENDED PRACTICE FOR CONCRETE FORMWORK),AND ACI 546(CONCRETE 9. VENEER SHALL BE ANCHORED TO STRUCTURAL BACKING IN ACCORDANCE WITH THE MASONRY BUILDING CODE MENTIONED ABOVE. UNLESS W vi W O r j ,t 9. THESE DRAWINGS SHALL NOT BE SCALED FOR PURPOSES OF CONSTRUCTION. REPAIR GUIDE). IN ADDITION,REFER TO THE CRSI-MANUAL OF STANDARD PRACTICE FOR DETAILS ON THE FABRICATION AND PLACEMENTOF NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS,FOR ADJUSTABLE TWO-PIECE ANCHORS,ANCHORS OF WIRE SIZE W1.7(MINIMUM),AND #9 81 104 34 70 91 34 63 81 34 57 74 34 J a > N o ° ^' � 10.TYPICAL DETAILS ARE NOT NECESSARILY REFERENCED ON EVERY DRAWING SHEET AND SHALL BE USED BY THE CONTRACTOR AS REQUIRED CONCRETE REINFORCING. 22-GAGE CORRUGATED SHEET METAL ANCHORS,PROVIDE AT LEAST ONE ANCHOR FOR EACH 2.67 SQUARE FEET OF WALL AREA. #10 90 116 39 79 102 39 71 92 39 64 84 39 V) Q 2 o w °O z c FOR ALL CONDITIONS WHERE APPLICABLE. 7. PRIOR TO FABRICATION OR SHIPMENT OF MATERIAL,THE CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL OF SHOP DRAWINGS.SHOP 10.SPACE MASONRY VENEER ANCHORS ATA MAXIMUM OF 32 INCHES HORIZONTALLY AND 18 INCHES VERTICALLY. PROVIDE ADDITIONAL ANCHORS Q U 0 � '' o cLO 11.IN CASE OF CONFLICT BETWEEN STRUCTURAL DRAWINGS AND OTHER DRAWINGS OF THIS PROJECT,CONTRACTOR SHALL IMMEDIATELY DRAWINGS SHALL INDICATE BENDING DIAGRAMS,SPLICING,LAPPING,SHAPES,DIMENSIONS AND DETAILS OF ALL BAR REINFORCING.THE AROUND ALL OPENINGS LARGER THAN 16 INCHES IN EITHER DIMENSION. SPACE ANCHORS AROUND PERIMETER OF OPENING AT A MAXIMUM OF Imo- j � z U_ - , CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO START OF WORK. APPROVAL OF SHOP DRAWINGS WILL BE FOR ARRANGEMENT ONLY AND SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR 3 FEET ON CENTER. PLACE ANCHORS WITHIN 12 INCHES OF OPENINGS. 0 U = J a, E z° 12.ALL COLUMN LINE AND WALL DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS ARE FOR REFERENCE AND SHALL FIRST BE VERIFIED WITH THE ERRORS,OMISSIONS OR THE ACCURACY OF HIS OWN DIMENSIONS.DRAWINGS AND DETAILS SHALL CONFORM WITH AC1315.CONTRACTOR 11.ALL CMU CORES WHICH CONTAIN VERTICAL REINFORCING BARS SHALL BE GROUTED SOLID. ALL CMU PIERS SHOWN ON PLAN SHALL BE r� Z = u U -j 0 �t ARCHITECTURAL DRAWINGS PRIOR TO THE START OF THE PROJECT. SHALL SUBMIT ALL SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE. COMPLETELY GROUTED SOLID IN ALL CORES.FILLING CORES WITH MORTAR AS WORK PROGRESSES IS NOT ACCEPTABLE. TABLE 2 � W m - '� = 6 13.THE CONTRACTOR IS RESPONSIBLE FOR SURVEYING A'ND VERIFICATION OF EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO THE 8. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. 12.MINIMUM LENGTH OF LAP SPLICES FOR VERTICAL REINFORCING SHALL NOT BE LESS THAN THE VALUE PROVIDED IN THE CMU REINFORCING LAP W CO Ln o g � Lj � 1° STRAIGHT BAR DEVELOPMENT LENGTHS LOCATION,ELEVATIONS AND DIMENSIONS OF EXISTING WALLS AND FRAMING. WWF SHALL BE COMPRISED OF CARBON STEEL PLAIN WIRES FABRICATED INTO SHEETS OR ROLLS IN ACCORDANCE WITH ASTM A1064. AND SPLICE LENGTH TABLE. W ('3 0 `�' z � _' ° 14.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN,INSTALLATION,AND TEMPORARY SHORING OF THE EXCAVATIONS AND BUILDING 9. FOOTING,SLAB,AND WALL REINFORCEMENT NOT SHOWN ON SECTIONS AND PLANS IS THE SAME AS THATSHOWN IN SIMILAR SECTIONS AND AT 13.VERTICAL REINFORCING BARS SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY GALVANIZED BAR POSITIONERS SPACED AT CLASS A SPLICE LENGTHS(INCHES) Z Z z0 = to 2 STRUCTURE AS REQUIRED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. SIMILAR LOCATIONS. INTERVALS NOT TO EXCEED 112 BAR DIAMETERS. PROVIDE A MINIMUM OF TWO POSITIONERS PER INDIVIDUAL REINFORCING BAR. 3,000 PSI CONCRETE 4,000 PSI CONCRETE 5 000 PSI CONCRETE 6 000 PSI CONCRETE J 2 � W w DESIGN OF SHEETING,SHORING,SCAFFOLDING,FORM WORK,AND OTHER MEANS AND METHODS STRUCTURES SHALL BE DESIGNED BY 10.LAP ALL BARS MINIMUM 48 DIAMETERS. LAP ALL WWF A MINIMUM OF 6 INCHES. 14.MASON TO DESIGN,FURNISH AND INSTALL ALL REQUIRED SHORING FOR ERECTION OF THE CMU MASONRY WALLS AND PIERS. BAR S = z m t TENSION TEN ION TENSION TENSION a ar ENGINEERS HIRED BY THE CONTRACTOR. 11.CONTRACTOR SHALL PROVIDE ALL BOLSTERS,CHAIRS,BAR POSITIONERS,ETC.AS REQUIRED TO SET REBAR AND SLAB WWF TO REQUIRED 15.PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A MAXIMUM SPACING OF 35 FEET ON CENTER UNLESS OTHERWISE NOTED ON THE CONTRACT SIZE COMP COMP COMP COMP Z U 15.SECTIONS SHOWN ON PLANS APPLY TO SIMILAR CONDITIONS THROUGHOUT THE BUILDING. DIMENSIONS INDICATED ON DRAWINGS. DRAWINGS. CONTROL JOINTS SHALL BE LOCATED AT ALL CHANGES IN MASONRY WALL HEIGHT AND AT ALL CHANGES IN MASONRY WALL TYP TOP TYP TOP TYP TOP TYP TOP W O 2 16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL DRAWINGS FOR THE PROJECT FOR THE FOLLOWING INFORMATION. 12.CONTROL JOINTS FOR SLABS-ON-GRADE SHALL BE SAW CUT IN ACCORDANCE WITH THE PATTERN AS INDICATED ON THE STRUCTURAL THICKNESS. COORDINATE WITH THE ARCHITECT FOR ALL MASONRY CONTROL JOINT LOCATIONS. #3 16 21 9 14 18 8 13 17 8 12 16 8 = U A. LOCATION OF ALL REQUIRED OPENINGS IN WALLS,FLOORS,ROOF,ETC. ALL OPENINGS MAY NOT BE INDICATED ON STRUCTURAL DRAWINGS. THE SPACING OF CONTROL JOINTS SHALL BE ARRANGED SUCH THAT THE AREA DF CONCRETE SLAB BETWEEN CONTROL JOINTS #4 22 29 11 19 25 9 17 22 9 15 20 9 V DRAWINGS. DOES NOT EXCEED 225 SQUARE FEET(MAXIMUM). COORDINATE WITH THE STRUCTURAL CONTRACT DRAWINGS FOR TYPICAL CONTROL JOINT FOUNDATIONS: Q "' B. SIZE AND LOCATION OF ALL SLEEVES,INSERTS,AND DEPRESSIONS. DETAILS. #5 28 36 14 24 31 12 21 29 12 19 25 12 C. LOCATION AND SIZE OF ALL EQUIPMENT HOUSE KEEPING PADS. 13.CONSTRUCTION JOINTS IN SLABS SHALL BE AT MID-SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT. COORDINATE 1. SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS,FILL PLACEMENT,AND LOAD BEARING REQUIREMENTS SHALL BE IN ACCORDANCE W 17.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL MASONRY AND STUD NON-LOAD BEARING PARTITIONS. PROVIDE SLIP CONNECTIONS WITH ENGINEER FOR CONSTRUCTION JOINT LOCATIONS PRIOR TO CONSTRUCTION. CONSTRUCTION JOINTS ARE TO BE LOCATED WITH RESPECT WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AND TABLE 1704.7. #6 33 43 17 29 37 14 26 33 14 24 30 14 m 2. BOTTOM OF ALL FOOTINGS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 3,000 PSF. THAT ALLOW FOR VERTICAL MOVEMENT OF THE BUILDING STRUCTURE AT THE HEADS OF ALL PARTITIONS. CONNECTIONS SHALL BE DESIGNED TO PARTITIONS,FLOOR FINISHES,DEPRESSIONS,ETC.AS SHOWN ON THE ARCHITECTURAL DRAWINGS. #7 48 63 19 42 54 17 38 49 16 34 45 16 TO SUPPORT THE TOP OF WALL LATERALLY FOR ALL CODE REQUIRED LATERAL FORCES. PROVIDE FIRE SAFING AT THE TOP OF THE WALL AS 14.PROVIDE CONTINUOUS KEYWAYS AND DOWELS IN THE TOP OF WALL FOOTINGS SUPPORTING CONCRETE WALLS. AT CONSTRUCTION JOINTS IN 3. THE CONTRACTOR SHALL READ THE SOILS REPORT AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. REQUIRED BY ARCHITECTURAL DRAWINGS. CONCRETE WALLS PROVIDE KEYWAYS AND CONTINUE REINFORCING THROUGH THE JOINT. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH GEOTECHNICAL EVALUATION REPORT FOR #8 55 71 22 48 62 19 43 56 18 39 51 18 18.THE DESIGN OF NON-LOAD BEARING METAL STUD AND CURTAIN WALLS SHALL BE PERFORMED BY ENGINEERS RETAINED BY THE CONTRACTOR. 15.REFER TO ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING DETAILS AT FOUNDATIONS,WALLS,AND SLABS. PECONIC LANDING PREPARED BY J.R.HOLZMACHER P.E.DATED MARCH 23,2021. MICHAEL A. BEACH DRAWINGS AND CALCULATIONS FOR THESE WALLS SH/\LL BE PREPARED AND SUBMITTED FOR REVIEW. ALL SUBMITTALS SHALL BE SIGNED AND 16.CONCRETE CONTRACTOR SHALL PROVIDE ADDITIONAL SLAB REINFORCEMENT AT ALL CONCRETE SLAB RE-ENTRANT CORNERS. THIS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE AUTHORITIES TO LOCATE ALL POTENTIALLY BURIED UTILITIES #9 62 80 25 54 70 21 48 63 20 44 57 20 PROFESSIONAL ENGINEER SEALED BY ENGINEERS LICENSED IN THE STATE OF THIE PROJECTS JURISDICTION. DESIGN OF WALL SYSTEM AND CONNECTIONS SHALL REINFORCEMENT SHALL BE COMPRISED OF A#4 BAR x 4'-0"LONG LOCATED WITHIN 2 INCHES FROM THE TOP OF THE SLAB UNLESS NOTED WITHIN THE PROPOSED PROJECT SITE BUILDING FOOTPRINT PRIOR TO COMMENCING EXCAVATION FOR NEW BUILDING FOUNDATIONS. NJ LIC. NO.24GE03101500 5. EXISTING FOUNDATIONS,SLABS,PAVEMENTS,UNDERGROUND UTILITIES,AND OTHER BELOW GRADE STRUCTURES SHALL BE REMOVED FROM #10 69 89 28 61 79 24 54 71 23 50 64 23 CONSIDER ALL VERTICAL AND LATERAL LOADS REQUIRED BY THE APPLICABLE BUILDING CODE. OTHERWISE ON THE STRUCTURAL DRAWINGS. THE PROPOSED PROJECT SITE BUILDING FOOTPRINT. REMOVE SURFACE VEGETATION TOPSOIL ROOT SYSTEMS ORGANIC MATERIAL EXISTING 19.METAL STAIRS,RAILINGS,GUARDRAILS,AND LADDERS SHALL BE DESIGNED BY ENGINEERS RETAINED BY THE CONTRACTOR. SEE THE 17.AT CONCRETE WALL INTERSECTIONS PROVIDE CORNER BARS EQUAL IN SIZE AND SPACING TO TYPICAL WALL REINFORCING STEEL. NOTES(TABLES 1,2,AND 3): FILL AND SOFT UNSUITABLE MATERIAL FROM THE BUILDING AREA. DELEGATED DESIGN SCHEDULE FOR MORE INFORMATION. DRAWINGS AND CALCULATIONS FOR THESE ITEMS SHALL BE PREPARED AND 18.ALL CONCRETE PLACED AT TEMPERATURES BELOW 50 DEGREES F.SHALL CONFORM TO THE REQUIREMENTS OF ACI 306"COLD WEATHER 1. DEVELOPMENT AND LAP SPLICE LENGTHS SHOWN ARE FOR UNCOATED ASTM A615 GRADE 60(Fy �J 6. CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING NEW FOUNDATION CONSTRUCTION ACTIVITIES ADJACENT TO EXISTING BUILDING --�`� N SUBMITTED FOR REVIEW. ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY ENGINEERS LICENSED IN THE STATE OF THE PROJECTS CONCRETING". ALL CONCRETE PLACED IN HOT WEATHER SHALL CONFORM TO THE REQUIREMENTS OF ACI 305"HOT WEATHER CONCRETING". =60,000 PSI)DEFORMED BAR REINFORCING. FOUNDATIONS THAT ARE TO REMAIN(EVEN IF LOCATED ON AN ADJACENT PROPERTY). SINCE DRAWINGS FOR EXISTING CONSTRUCTION ARE JURISDICTION. DESIGNS ARE THE RESPONSIBILITY OF THE ENGINEER RETAINED BY THE CONTRACTOR AND SHALL BE IN ACCORDANCE WITH ALL 19.THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL SLEEVES, INSERTS,ANCHOR BOLTS,AND OTHER EMBEDDED ITEMS AS REQUIRED 2. DEVELOPMENT LENGTHS ARE BASED ON NORMAL WEIGHT CONCRETE. FOR LIGHT WEIGHT � , NOT ALWAYS AVAILABLE DURING DESIGN,CERTAIN ASSUMPTIONS MAY BE MADE REGARDING EXISTING FOUNDATIONS BASED ON TYPICAL �., � LOADS REQUIRED BY THE APPLICABLE BUILDING CODE., REVIEW OF SHOP DRAWINGS FOR THESE ITEMS WILL BE FOR CONCEPT ONLY AND WILL BY OTHER TRADES. CONCRETE MULTIPLY THE LENGTHS SHOWN BY 1.3. �, CONSTRUCTION PRACTICES. THESE ASSUMPTIONS TYPICALLY REQUIRE CONTRACTOR FIELD VERIFICATION PRIOR TO CONSTRUCTION OF THE `��_ I NOT BE A CHECK OF THE DESIGN OF THESE ITEMS. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL LOCATIONS,DIMENSIONS,AND 20.ALL CONCRETE SHALL BE PROPERLY CONSOLIDATED THROUGH THE USE OF VIBRATORS. VIBRATORS SHALL NOT BE USED TO TR ANSPORT NEW STRUCTURES. IN ANY EVENT,THE ENGINEER MUST BE NOTIFIED IMMEDIATELY IF EXISTING SITE OR FOUNDATION CONDITIONS DIFFER 3. MINIMUM BAR CLEAR COVER SHALL BE 1 BAR DIAMETER. MINIMUM BAR CLEAR SPACING IS 1 BAR -� , DETAILS. CONCRETE ALONG FORMWORK. DIAMETER IN BEAMS AND COLUMNS AND 2 BAR DIAMETERS IN OTHER CONCRETE ELEMENTS. 20.FORMWORK FOR CONCRETE CONSTRUCTION SHALL BE!DESIGNED BY A REGISTERED DESIGN PROFESSIONAL. SEE THE DELEGATED DESIGN 21.UNLESS OTHERWISE SPECIFIED,A TESTING AGENCY SHALL BE EMPLOYED FOR EVALUATION AND QUALITY CONTROL OF CONCRETE PLACED. FROM THOSE SHOWN OR ASSUMED ON THE CONTRACT DRAWINGS. IN NO INSTANCE SHALL EXISTING BUILDING FOUNDATIONS BE UNDERMINED MULTIPLY THE DEVELOPMENT LENGTH SHOWN BY 1.5 FOR REINFORCING WITH COVER AND SCHEDULE FOR MORE INFORMATION. THE PROFESSIONAL ENGINEER SHALL HAVE EXPERIENCE IN THE DESIGN OF FORM WORK AND SHORING THE TESTING AGENCY PERFORMING ACCEPTANCE TESTING SHALL COMPLY WITH ASTM C1077. CONCRETE SHALL BE TESTED IN ACCORDANCE TO INSTALL NEW FOUNDATIONS. IF NEW BOTTOM OF FOOTING ELEVATIONS ARE LOWER THAN ADJACENT EXISTING BOTTOM OF FOOTING SPACING LESS THAN DESCRIBED ABOVE. AND SHALL PREPARE,SIGN AND SEAL FABRICATION AND ERECTION DOCUMENTS. THESE DOCUMENTS SHALL INCLUDE CALCULATIONS, WITH THE REQUIREMENTS OF ACI 318. FREQUENCY OF CONCRETE TESTING SHALL MEET THE REQUIREMENTS OF ACI 318 AT A MINIMUM UNLESS ELEVATIONS THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO PROVIDE ADDITIONAL DETAILS AS REQUIRED TO CONSTRUCT THE NEW 4. USE THE LAP SPLICE LENGTHS IN THE"TOP"COLUMN FOR HORIZONTAL BARS WITH MORE THAN SPECIFYING FORM WORK AND SHORING REQUIREMENTS,STRIPPING CRITERIA,AND RESHORING PROCEDURES FOR STRUCTURAL CONCRETE REQUIRED OTHERWISE BY THE APPLICABLE BUILDING CODE. FOUNDATIONS AT THE LOWER LEVEL. 12"OF CONCRETE BELOW THE BAR. 7. THE CONTRACTOR MUST PROVIDE SURFACE DRAINAGE AND PUMPS TO PROTECT ALL EXCAVATION FROM FLOODING OR GROUND WATER SLABS,BEAMS,WALLS,AND COLUMNS. THE FABRICATION AND ERECTION DOCUMENTS SHALL INDICATE FORM WORK SYSTEM REQUIREMENTS, INFILTRATION. FLOODING OF ANY EXCAVATION AFTER APPROVAL OF THE SUBGRADE WILL BE CAUSE FOR COMPLETE RE-PREPARATION OF THE INCLUDING CONSTRUCTION SCHEDULES,SHORING DESIGN AND LAYOUT,SHORING REMOVAL,AND RESHORING REQUIREMENTS.THE DESIGN SUBGRADE. SHALL INCLUDE THE CONSTRUCTION LOADS TO BE DELIVERED TO THE BUILDING AND SUPPORT SYSTEMS,AS WELL AS THE SLAB DEFLECTIONS 8. BOTTOM OF ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE PLACING ANY CONCRETE. ANTICIPATED DURING CONSTRUCTION AND SHALL S,ANDTE THE STRENGTHS OF THE BUILDING ELEMENTS, INCLUDING SLABS ON GRADE, CO N C RETE MIX DESIGN AND DURABILITY APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN A SOIL BEARING PRESSURE OF 3,000 PSF BELOW ALL TABLE 3 ASSUMED FOR FORM WORK AND SHORING DESIGNS,AIVD STRIPPING AND RESHORING SCHEDULES. FOOTINGS. HOOKED BAR TENSION SHOP DRAWINGS AND SUBMITTALS: REQUIREMENTS PER ACI 318 BUILDING CODE 10.STTANDA DF ROCEDUR SFORFROSTPROTECTONOFFOU DATIONS ANDE(XCAVATIO SSHALLIBEEMPLOYEDFORWINTERCONSTRUCTION. DEVEILOPMENT LENGTHS 1. FOR A LISTING OF SHOP DRAWINGS AND OTHER SUBMITTALS REQUIRED FOR THIS PROJECT SEE THE SHOP DRAWING AND SUBMITTAL BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. LENGTHS INCHES REQUIREMENTS TABLE. CERTAIN SUBMITTALS MUST BE PREPARED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN DENSITY CORROSION ( ) FREEZE/THAW SULFATE f'c AIR w I c 11.REFER TO THE GEOTECHNICAL REPORT REFERENCED ABOVE FOR ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS. LOCATION NW=145 pcf PERMEABILITY PROTECTION OF THE STATE OF THE PROJECTS JURISDICTION. THE CONTRACTOR IS REQUIRED TO RETAIN SPECIALTY ENGINEERS AS REQUIRED TO PREPARE LW=115 pcf SEVERITY SEVERITY REINF (psi) CONTENT RATIO(max) 12.THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE BAR 3,000 PSI 4,000 PSI 5,000 PSI 6,000 PSI THESE SUBMITTALS. APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. SIZE CONCRETE CONCRETE CONCRETE CONCRETE 2. SHOP DRAWINGS AND RELATED MATERIALS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE REVIEWED BY THE GENERAL FOOTINGS NW FO SO PO C1 4,000 __ 0.50 13.DUE TO THE PRESENCE OF UNSUITABLE BEARING MATERIALS,OVER EXCAVATION WILL BE REQUIRED IN SOME AREAS TO PROVIDE THE SAFE #3 9 8 7 6 CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITE(:T/STRUCTURAL ENGINEER.THE GENERAL CONTRACTOR SHALL REVIEW ALL SLAB-ON-GRADE ALLOWABLE BEARING PRESSURE LISTED ABOVE. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF THE REFERENCED GEOTECHNICAL SUBMISSIONS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS, MEANS,METHODS,TECHNIQUES,SEQUENCES,AND OPERATION OF CONCRETE WALLS NW FO SO PO CO 4,000 - 0.50 REPORT LISTED ABOVE. #4 11 10 9 8 CONSTRUCTION,TECHNICAL CONTENT,COORDINATION(OF TRADES,DIMENSIONAL ACCURACY,SAFETY PRECAUTIONS AND PROGRAMS (INTERIOR LOCATIONS) 14.UNLESS OTHERWISE DICTATED BY THE GEOTECHNICAL ENGINEER,ALL FILL AND BACKFILL SHALL BE COMPACTED IN 8 INCH MAXIMUM LIFTS TO INCIDENTAL THERETO,ALL OF WHICH ARE THE SOLE REESPONSIBILITY OF THE GENERAL CONTRACTOR.THE GENERAL CONTRACTOR SHALL NOT LESS THAN 95%OF THE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557. #5 14 12 11 10 APPROVE AND SO STAMP EACH SUBMISSION. EXTERIOR WALLS I PIERS NW F1 SO PO C1 4,500 6% 0.45 15.HORIZONTAL REINFORCING BARS IN FOUNDATIONS AND STEM WALLS SHALL BE CONTINUOUS. PROVIDE CORNER BARS AT ALL CORNERS AND #6 17 15 13 12 3. SHOP DRAWINGS,WHERE REQUIRED,SHALL BE SUBMIT7ED AS FOLLOWS. PROVIDE ONE(1)ELECTRONIC PDF COPY TO THE ENGINEER FOR o INTERSECTIONS. P E C O N I C REVIEW. ONE(1)COPY WILL BE MARKED UP AND RETURNED FOR DISTRIBUTION AS REQUIRED BY THE CONTRACTOR. ALL SHOP DRAWINGS EXTERIOR SLABS NW F3 SO PO C2 5,000 6 /0 0.40 16.FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. PENETRATIONS SHALL BE THROUGH THE FOUNDATION STEM #7 19 17 15 14 SHALL BE CHECKED PRIOR TO SUBMISSION. CONTRACTOR SHALL ALLOW(10)WORKING DAYS IN THE CONSTRUCTION SCHEDULE FOR SHOP WALL OR 6"CLEAR BELOW FOOTINGS. #8 22 19 17 16 LAN D I N G DRAWING REVIEW. FAX SUBMITTALS OF SHOP DRAWINGS WILL NOT BE ACCEPTED. CONCRETE MIX DESIGN&DURABILITY NOTES: 17.ALL CMU WALL FOUNDATION WALLS SHALL BE FILLED SOLID WITH 3,000 PSI GROUT BELOW FINISHED GRADE ELEVATION UNLESS NOTED 4. STRUCTURAL DESIGN DRAWINGS(INCLUDING ORIGINAL.CAD DRAWINGS)SHALL NOT BE USED AS THE BACKGROUNDS FOR THE PRODUCTION OF 1. CONCRETE MIX SHALL BE DESIGNED BY THE CONCRETE SUPPLIER USING THE INFORMATION CONTAINED IN THIS SCHEDULE. OTHERWISE ON PLANS. #9 25 22 20 18 ANY SHOP DRAWINGS THAT ARE SUBMITTED FOR REVIEW. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED. 2. REFER TO CHAPTER 4 OF THE ACI-318 BUILDING CODE FOR ADDITIONAL INFORMATION NOT PROVIDED OR NOTED IN THIS SCHEDULE. #10 28 24 22 20 THIS INCLUDES REBAR PLACEMENT DRAWINGS,FABRICATION DRAWINGS,ERECTION DRAWINGS,ERECTION DETAILS,ETC. THE CONTRACTOR 3. TOTAL AIR CONTENT LISTED IN THIS SCHEDULE IS BASED ON A MAXIMUM AGGREGATE SIZE OF 3/4"AND SHALL BE ADJUSTED BY THE DIMENSIONAL LUMBER,ENGINEERED LUMBER,SHEATHING: SHALL PREPARE THEIR OWN SHOP DRAWINGS(INCLUDING DETAILS). CONCRETE MIX DESIGNER AS REQUIRED FOR DIFFERENT AGGREGATE SIZES PER ACI-318. 1. CONTRACTOR SHALL SUBMIT CERTIFICATION FOR ALL LUMBER USED ON PROJECT.CERTIFICATION SHALL INDICATE LUMBER COMPLIANCE WITH PUB D I N I N G 5. ANY DEVIATIONS FROM THE ORIGINAL DESIGN OR DESIGN CRITERIA AS SPECIFIED ON THE"ISSUED FOR CONSTRUCTION"DESIGN DOCUMENTS 4. REFER TO THE CONCRETE NOTES ON THE LEAD SHEET FOR THIS PROJECT FOR ADDITIONAL REQUIREMENTS. DESIGN PROPERTIES INDICATED IN THESE NOTES AND ON THE DRAWINGS. OF THE PROJECT SHALL BE NOTED(BUBBLED,NOTE,ETC.)ON THE SHOP DRAWINGS THAT ARE SUBMITTED FOR APPROVAL. 5. FLY ASH OR OTHER POZZOLANS SHALL NOT BE UTILIZED IN ANY CONCRETE MIX UNLESS APPROVED BY THE ENGINEER. THE 2. ALL STRUCTURAL LUMBER NOTED ON PLANS SHALL BE HEM-FIR No. 1 (OR APPROVED EQUAL)AND HAVE MINIMUM ALLOWABLE PROPERTIES AS & P O RC H 6. REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY CONTRACT REQUIREMENTS EVEN IF SUCH ITEMS ARE NOT SHOWN QUANTITY OF POZZOLANS USED IN CONCRETE SUBJECT TO EXPOSURE CLASS F3 SHALL NOT EXCEED THE LIMITS SET FORTH IN FOLLOWS:Fb=975 PSI,Fv=150 PSI,E=1,500,000 PSI. ALL STRUCTURAL LUMBER TO BE STAMPED IN ACCORDANCE WITH THE AMERICAN ON THE SHOP DRAWINGS. THE ENGINEER'S REVIEW OF:SHOP DRAWINGS IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ACI-318. INSTITUTE OF TIMBER CONSTRUCTION'S"CONSTRUCTION MANUAL". AD D TTI O N AND PROJECT REQUIREMENTS,AND DOES NOT IMPLY APPROVAL OR VARIANCE FROM THE CONTRACT DOCUMENTS. QUANTITIES WILL NOT BE 6. THE MINIMUM AMOUNT OF CEMENT TO BE USED IN THE CONCRETE MIX DESIGN IS AS OF FOLLOWS: 3. ALL DIMENSIONAL LUMBER PROVIDED FOR THE PROJECT SHALL BE SURFACE DRY WITH A MAXIMUM MOISTURE CONTENT NOT EXCEEDING 19 CAST-I N-PLACE CO N C RETE CHECKED BY THE ENGINEER. 4,000 PSI CONCRETE:600 LBS OF CEMENT PER CUBIC YARD PERCENT. GREEN LUMBER SHALL NOT BE UTILIZED FOR ANY PORTIONS OF THIS PROJECT. CLEAR COVER FOR RE I N FO RC I N G 7. ALL REVISIONS TO SHOP DRAWINGS AFTER THE FIRST SUBMISSION SHALL BE APPROPRIATELY IDENTIFIED ON SUBSEQUENT SUBMISSIONS. 4,500 PSI CONCRETE:650 LBS OF CEMENT PER CUBIC YARD 4. ALL LUMBER AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: 8. SUBSTITUTIONS TO PRODUCTS SPECIFIED ON THE DRAWINGS IS ACCEPTABLE PROVIDED THE FOLLOWING CRITERIA ARE MET. THE 5,000 PSI CONCRETE:700 LBS OF CEMENT PER CUBIC YARD A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: TIMBER CONSTRUCTION MANUAL. 1500 BRECKNOCK RD CONTRACTOR SHALL SUBMIT INFORMATION ON THE PRODUCT TO BE SUBSTITUTED THAT SUBSTANTIATES ITS PERFORMANCE ON AN EQUAL OR B. ANSI/AF&PA:NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2015. C. ENGINEERED WOOD ASSOCIATION(APA): PLYWOOD DESIGN SPECIFICATION. TYPE COVER GREENPORT, NY 11944 BETTER VALUE. CONTRACTOR SHALL ALLOW A MINIMUM OF(5)WORKING DAYS IN THE CONSTRUCTION SCHEDULE FOR REVIEW OF THE COLD FORMED STEEL FRAMING: D. AMERICAN WOOD-PRESERVERS ASSOCIATIONS STANDARDS. SUBSTITUTED PRODUCT BY THE ENGINEER. 1. ALL COLD FORMED STEEL FRAMING SHOWN ON THE DRAWINGS HAS BEEN SPECIFIED ACCORDING TO THE STEEL STUD MANUFACTURERS FOOTINGS,GRADE BEAMS,CAISSONS AND OTHER CONCRETE CAST AGAINST ASSOCIATION FOUR PART IDENTIFICATION CODE SYSTEM. E. NATIONAL LUMBER MANUFACTURERS ASSOCIATIONS: NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS AND PERMANENTLY EXPOSED TO EEARTH 3" 2. ALL STEEL STUDS SHALL BE HOT-DIPPED GALVANIZED(G-60)PER ASTM A525 UNLESS LOCATED IN AN EXTERIOR WALL WITH MASONRY VENEER FASTENINGS. BUILDING STRUCTURE AND LATERAL BRACING DURING CONSTRUCTION: FINISH. ALL STEEL STUDS LOCATED IN AN EXTERIOR WALL WITH MASONRY VENEER FINISH SHALL BE HOT-DIPPED GALVANIZED G-90 . STE=L 5. ALL WOOD CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE-NAILING WILL NOT BE PERMITTED. SUBMIT FORMED CONCRETE EXPOSED TO(EARTH OR WEATHER(#6 BAR AND LARGER) 2^ ( ) - MANUFACTURER'S DATA FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL. 1. THE STEEL FRAMING SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, AND ROOF DECKS HAVE BEEN INSTALLED AND ALL STUDS SHALL BE DESIGNED,MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE LATEST AISI SPECIFICATIONS AND SHALL COMPLY 6. ALL WOOD CONNECTORS SHALL BE PROVIDED IN MANUFACTURERS STANDARD FINISH EXCEPT FOR APPLICATIONS INVOLVING PRESSURE FORMED CONCRETE EXPOSED TO'EARTH OR WEATHER(#5 BAR AND SMALLER) 1 1/2" WITH ASTM A446. ALL STUDS,JOISTS AND ACCESSORIES SHALL HAVE THE FOLLOWING MATERIALS STRENGTHS: CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN(MADE. A. 16 GA AND HEAVIER-Fy=50 KSI TREATED OR FIRE-RETARDANT TREATED LUMBER. FOR TREATED LUMBER APPLICATION,ALL METAL CONNECTORS SHALL BE HOT DIP INSIDE FACE OF WALLS 1" 2. PROPER WEIGHT DISTRIBUTION OF CONSTRUCTION MATERIALS DURING CONSTRUCTION IS A MUST AND IS THE RESPONSIBILITY OF THE GALVANIZED OR STAINLESS STEEL. USING SIMPSON PRODUCTS ASA BASIS,CONNECTORS FOR PRESSURE TREATED APPLICATIONS SHALL BE B. 18 GA AND LIGHTER-Fy=33 KSI CONTRACTOR. DO NOT STACK CONSTRUCTION MATERIALS ON UNBRACED FRAMING. AVOID STACKING HEAVY CONSTRUCTION MATERIALS AT "ZMAX", POST HOT DIPPED GALVANIZED,OR STAINLESS STEEL. ANY PRODUCT SUBSTITUTIONS MUST MEET THIS MINIMUM STANDARD. BEAMS AND COLUMN TIES/STIRRUPS(NOT EXPOSED TO EARTH OR WEATHER) 1 1/2" 3. MANUFACTURER TO PROVIDE HOLES IN STUDS FOR PASSAGE OF PIPE AND WIRING. MANUFACTURER MUST INSURE THAT HOLES DO NOT Issued For: MID-SPAN OF FRAMING. HEAVY CONSTRUCTION MATERIALS SHOULD BE STORED AT GROUND LEVEL AND ONLY MOVED TO ELEVATED FLOOR 7. SIMPSON STRONG TIE CONNECTIONS HAVE BEEN SPECIFIED TO MEET THE STRUCTURAL CALCULATIONS OF PLAN ELEMENTS. PRIOR TO AND ROOF LOCATIONS WHEN REQUIRED FOR INSTALLATION. INTERFERE WITH CONNECTION LOCATIONS. STUD HEADERS OVER WALL OPENINGS SHALL BE FURNISHED WITH UNPUNCHED WEBS. SUBSTITUTING ANOTHER BR AND,CONFIRM LOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA OR CALCULATIONS. THE ENGINEER CAST-IN-PLACE CONCRETE CLEAR COVER NOTES: PRICING SET 4. PERFORM WELDING OF ALL COLD FORMED STEEL FRAMING IN ACCORDANCE WITH AWS D1.3(SPECIFICATION FOR WELDING SHEET STEEL 114 SHALL EVALUATE AND GIVE WRITTEN APPROVAL FOR SUBSTITUTIONS PRIOR TO INSTALLATIONS. 1. MINIMUM REINFORCING COVER SHALL BE PROVIDED PER THIS TABLE UNLESS SHOWN OR STRUCTURES). 8. ALL NAILS FOR PROJECT SHALL BE COMMON WIRE NAILS OR POWER DRIVEN NAILS IN CONFORMANCE WITH ICC-ES EVALUATION REPORT NOTED OTHERWISE ON PLANS AND SECTIONS. STEEL: 5. MAKE CONNECTIONS WITH SELF-DRILLING,SELF-TAPPING SCREWS,POWDER ACTUATED FASTENERS OR WELDING FOR ALL CONNECTIONS. Date: ESR-1539. SEE PLANS AND DETAILS FOR NAILING REQUIREMENTS. STAPLES SHALL NOT BE SUBSTITUTED FOR NAILS UNLESS APPROVED BY THE 12-23-2020 1. ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 360-10(SPECIFICATION FOR STRUCTURAL ALWAYS USE WELDS WHERE SHOWN ON DRAWINGS.TOUCH UP WELDS WITH ZINC RICH PAINT. ENGINEER PRIOR TO CONSTRUCTION. IF THE CONTRACTOR DESIRES TO SUBSTITUTE STAPLES FOR NAILS,A FORMAL SUBMISSION MUST BE STEEL BUILDINGS),AND WITH AISC 303-10(CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES). QUALITY CONTROL AND 6. ALL SELF-DRILLING AND SELF-TAPPING SCREWS SHALL BE AS MANUFACTURED BY BUILDEX OR APPROVED EQUAL. SCREW PENETRATION MADE TO THE ENGINEER. THE SUBMISSION MUST CLEARLY DOCUMENT HOW THE STAPLES MEET OR EXCEED THE NAILS SPECIFIED ON THE ---- QUALITY ASSURANCE DURING STEEL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH CHAPTER N OF AISC 360. THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE(3)EXPOSED THREADS. SELECT SCREWS WITH AN ADEQUATE CUTTING TIP TO DRAWINGS. THE STAPLES MUST BE IN COMPLIANCE WITH ALL CODE REQUIREMENTS. INCOMPLETE SUBMISSIONS WILL NOT BE REVIEWED. DATE RELEASE ACCOMMODATE THE TOTAL THICKNESS TO BE DRILLED. MAINTAIN A MINIMUM OF 1/2 DISTANCE FROM EDGE OF STEEL TO CENTERLINE OF " 2. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM SPECIFICATION A-992(Fy=50 KSI MIN.). ALL STEEL TUBING(HSS)SHALL 9. PROVIDE MINIMUM CONTINUOUS SOLID BLOCKING ORCROSS-BRIDGING LINES AT 8 0 0/C MAX SPACING FOR ALL ROOF JOISTS. PROVIDE 11-02-2020 PRICING CONFORM TO ASTM SPECIFICATION A-500 GRADE B(Fy�=46 KSI). ALL STEEL PIPE(STANDARD,EXTRA STRONG,DOUBLE EXTRA STRONG)SHALL SCREW AND A MINIMUM OF 1"BETWEEN SCREWS. WHERE SCREW ATTACHMENTS ARE MADE BETWEEN MATERIALS OF DIFFERENT ADDITIONAL X-BRIDGING AS REQUIRED BY FABRICATOR. PROVIDE A MINIMUM OF ONE LINE OF BLOCKING/CROSS-BRIDGING FOR ALL SPANS. CMU REINFORCING LAP SPLICE LENGTHS 01-12-2021 EQUIPMENT MEP COORDINATION CONFORM TO ASTM A501 OR ASTM A53 TYPE E OR S(GRADE B,Fy=35 KSI). ALL CHANNELS,ANGLES AND PLATE MATERIAL SHALL CONFORM TO THICKNESSES,THE THINNEST COMPONENT SHALL BE PENETRATED FIRST. 10.PLYWOOD PANELS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE U.S.DEPARTMENT OF COMMERCE LENGTHS(INCHES) 03-04-2021 PRICING ASTM A36. 7. ALL POWDER ACTUATED FASTENERS SHALL BE AS MANUFACTURED BY HILTI OR APPROVED EQUAL. PROVIDE A MINIMUM OF(1)5/16"DIAMETER VOLUNTARY PRODUCT STANDARD PS-1 OR PS-2. BAR POSITION STANDARD HOOK 02-25-2022 ISSUED FOR CONSTRUCTION 3. ALL BOLTS SHALL BE 3/4"DIAMETER ASTM F3125 GRADE:A325 HIGH STRENGTH BOLTS,UNLESS OTHERWISE NOTED. STEEL WASHER ON ALL POWDER ACTUATED FASTENER CONNECTIONS TO INCREASE THE PULL-OVER CAPACITY OF THE CONNECTION. USE 11.SHEATHING FOR FLAT ROOFS SHALL BE 3/4 INCH THICK 24"SPAN RATING APA RATED,EXPOSURE 1. ALL JOINTS IN SHEATHING SHALL BE BAR SIZE EMBEDMENT 06-03-2022 PERMIT SET 4. ALL ANCHOR RODS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM F1554. ALL ANCHOR RODS SHALL BE 36 KSI UNLESS OTHERWISE NOTED. POWDER ACTUATED FASTENERS WITH A KNURLED SHANK FOR ALL CONNECTIONS INTO HOT ROLLED STEEL AND MAINTAIN A MINIMUM OF 3!4" " STAGGERED. ALL EDGES IN FLOOR SHEATHING SHALL BE TONGUE AND GROOVE. NAILING REQUIREMENTS SHALL BE AS INDICATED ON PLANS. CENTER OFFSET (SEE NOTE 7) 5. ALL STEEL SHALL BE THOROUGHLY CLEANED BY POWER TOOL CLEANING(SSPC SP3)PRIOR TO APPLYING PRIMER OR GALVANIZING. EDGE DISTANCE. POWDER ACTUATED FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM EDGE DISTANCE OF 3 AND MINIMUM SPACING OF 4 12.ALL WOOD EXPOSED TO WEATHER AND/OR IN CONTACT WITH GROUND,CONCRETE, OR CMU SHALL BE PRESSURE TREATED SOUTHERN PINE #3 12" 15" 6" 6. ALL STEEL SHALL HAVE A SHOP COAT OF RUST INHIBITIVE PRIMER UNLESS OTHERWISE NOTED.ALL PRIMER THAT IS DAMAGED IN THE FIELD AND ON CENTER. LUMBER. ALL FIELD WELDS SHALL BE TOUCHED UP WITH FIELD APPLIED PRIMER 8. CUT ALL COLD FORMED STEEL FRAMING MEMBERS WITH SAWS OR SHEARS. FLAME CUTTING IS NOT PERMITTED. 13.ALL HOLES FOR PLUMBING,MECHANICAL,AND ELECTRICAL UTILITIES THROUGH TJI FRAMING SHALL BE LOCATED AND SIZED ACCORDING TO THE #4 20" 26" 8" 7. ALL CONNECTIONS SHALL BE BOLTED OR WELDED. FULL DEPTH CONNECTICNS ARE TO BE USED ON ALL GIRDER AND BEAM CONNECTIONS TO 9. INSTALLATION TOLERANCES FOR PLUMBNESS,LEVELNESS,STUD SPACING,AND SQUARENESS OF LOAD BEARING WALLS SHALL BE IN GUIDELINES IN THE ENGINEERED WOOD PRODUCT LITERATURE. ANY NON-CONFORMING OPENINGS/PENETRATIONS MADE THROUGH COLUMNS. BOLTS TO BE AT 3 INCH 0/C VERTICAL PROVIDE A MINIMUM 3/8"THICK FULL DEPTH TAB PLATE FOR ALL TUBE COLUMN CONNECTIONS. ACCORDANCE WITH THE REQUIREMENTS OF ASTM C-1007. ENGINEERED FRAMING SHALL BE REPAIRED AS REQUIRED AT THE EXPENSE OF THE CONTRACTOR RESPONSIBLE FOR THE NON-CONFORMING #5 23" 40" 10" 8. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH THREADS INCLUDED IN THE SHEAR PLANE UNLESS NOTED OTHERWISE. ALL BOLTED 10.SEAT ALL SINGLE AND MULTIPLE MEMBER METAL STUDS SECURELY IN ALL TRACKS. STUD ENDS MUST BE SQUARE CUT. MODIFICATIONS. #6 43" 54" 12" CONNECTIONS SHALL BE BOLTED"SNUG-TIGHT"UNLESS NOTED OTHERWISE. 11.SPLICING OF METAL FRAMING OTHER THAN TRACK COMPONENTS IS STRICTLY PROHIBITED. 9. THE STEEL FABRICATOR SHALL SELECT AND COMPLETE:THE STEEL CONNECTION DETAILS FOR THE SHOP DRAWINGS BASED ON THE 12.ALL COLD FORMED METAL FRAMING STUDS/JOISTS SHALL HAVE A 1-5/8"FLANGE UNLESS NOTED OTHERWISE. BOLTS,SCREWS,&FASTENERS: #7 60" 63" 14" INFORMATION CONTAINED ON THE STRUCTURAL DESIGN DRAWINGS. THE FABRICATOR SHALL COMPLETE THE CONNECTION DETAILS UTILIZING 13.ALL HEADERS IN BEARING WALLS SHALL BE SUPPORTED ON A MINIMUM OF THREE(3)STUDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 1. FASTENERS FOR MATERIALS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN ACCORDANCE WITH THE MATERIAL SPECIFICATION NOTES ON #8 72" 82" 16" THE REQUIREMENTS IN THE AISC SPECIFICATION AND THE CONTRACT DOCUMENTS. SUBMIT THE CONNECTION DETAILS TO THE FOR APPROVAL 14.ALL BEARING WALL HEADERS SHALL HAVE WELDED FITTED STIFFENER STUDS TO PREVENT WEB CRIPPLING OF THE HEADER. THE LEAD SHEET OR IF NOT INDICATED,THE NOTES IN THIS SECTION. PRIOR TO CONSTRUCTION. 15.ALL HEADERS SHALL HAVE THE COMPRESSION FLANGE BRACED AT A MAXIMUM OF 2'-0"ON CENTER. 2. INSTALLATION OF ALL THE FASTENERS SHALL BE IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. 1. TABLE BASED ON fm=1,500 PSI(MINIMUM)AND GRADE 60 REINFORCING. 10.THE DESIGN OF ALL CONNECTIONS IS THE RESPONSIBILITY OF THE STEEL CONTRACTOR AND SHALL BE PERFORMED BY A QUALIFIED 16.A CONTINUOUS LOAD PATH FROM THE ELEVATED FLOOR AND ROOF STRUCTURE IS TO BE PROVIDED IN ALL BEARING WALLS. ALL BEARINGWALL 3. PROVIDE CORROSION RESISTANCE ON ALL FASTENERS BASED ON APPLICATION AND MATERIAL BEING FASTENED.FOR APPLICATIONS INVOLVING 2. THIS TABLE DOES NOT APPLY TO REINFORCING WITH EPDXY COATINGS. PROFESSIONAL ENGINEER RETAINED BY THE STEEL CONTRACTOR.SEE PLANS FOR DESIGN LOADS AND ANY OTHER SPECIAL CONNECTION STUDS SHALL ALIGN WITH FLOOR AND ROOF TRUSS POINTS OF BEARING. ADDITIONAL STUD FRAMING SHALL BE ADDED WHERE FLOOR AND PRESSURE TREATED LUMBER,OR FOR FASTENERS BEING INSTALLED IN WET AREAS,PROVIDE STAINLESS STEEL OR HOT-DIP GALVANIZED 3. LAP AND SPLICE LENGTHS SHOWN APPLY TO BARS IN TENSION AND COMPRESSION REQUIREMENTS.SUBMIT ENGINEERING DESIGN CALCULATIONS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE ROOF TRUSSES DO NOT ALIGN WITH A WALL STUD. PROVIDE SOLID BLOCKING AS REQUIRED BETWEEN FLOORS TO PROVIDE A CONTINUOUS FASTENERS. ALL FASTENERS INSTALLED INTO SLAB ON GRADE APPLICATIONS SHALL BE HOT-DIP GALVANIZED OR ZINC PLATED. 4. BARS IN OFFSET CONDITION SHALL HAVE A MINIMUM OF 2"CLEAR COVER FROM OUTSIDE FACE OF CMU LOAD PATH THROUGH THE FLOOR TO THE FOUNDATION. OF CONSTRUCTION,PRIOR TO SUBMITTING STEEL PIECE SHOP DRAWINGS. " 4. DO NOT INSTALL PAF OR POST-INSTALLED DRILLED-IN FASTENERS INTO POST-TENSIONED CONCRETE SLABS WITHOUT PRIOR APPROVAL OF TO FACE OF BAR. 11.ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED,AS DESCRIBED IN"AMERICAN WELDING SOCIETY'S STANDARD 17.ALL STUD WALLS SHALL BE BRACED AGAINST ROTATION BY THE INSTALLATION OF MECHANICAL BRIDGING AT A MAXIMUM SPACING OF 4-0 ON STRUCTURAL ENGINEER.DO NOT CUT CONCRETE REINFORCING TO INSTALL POST-INSTALLED DRILLED-IN FASTENERS. 5. MINIMUM LENGTH OF STANDARD HOOK=12 BAR DIAMETERS. UALIFICATION PROCE UR " CENTER. Q D E (AWS D1.1),TO PERFORM THE TYPE OF WORK REQUIRED. 5. ALL POWDER ACTUATED FASTENERS SHALL BE AS MANUFACTURED BY HILT(OR APPROVED EQUAL. 6. AT CONTRACTORS OPTION,PROVIDE MECHANICAL SPLICES OF REINFORCING BARS.MECHANICAL SPLICE 12.ALL STEEL WELDING RODS SHALL BE E7OXX. 18.THE COMPRESSION FLANGE OF ALL FLOOR AND ROOF JOISTS SHALL BE BRACED BY MECHANICAL BRIDGING AT A SPACING NOT TO EXCEED 6'-0" 6. ALL PAF SHALL BE INSTALLED SO THAT THE ATTACHED MATERIAL IS CLAMPED TIGHT TO THE BASE MATERIAL.THE APPROPRIATE PAF FASTENER SHALL DEVELOP AT LEAST 125%OF THE SPECIFIED BAR YIELD STRENGTH. ON CENTER. THE INSTALLATION OF BRIDGING SHALL BE COMPLETED PRIOR TO LOADING THE FLOOR/ROOF SYSTEM. 13.THE MINIMUM SIZE OF ALL FILLET WELDS SHOWN ON DRAWINGS SHALL BE IN ACCORDANCE WITH AIS[STEEL CONSTRUCTION MANUAL TABLE SHALL BE SELECTED BASED ON THE APPLICATION AND BASE MATERIAL. 7. STANDARD HOOK EMBEDMENT IS FOR HOOK EMBEDDED INTO ADJOINING MASONRY CONSTRUCTION. J2.4 UNLESS NOTED OTHERWISE. 19.FLOOR AND ROOF JOISTS SHALL BE RESTRAINED AGAINST ROTATION AT EACH END BEARING. JOISTS SHALL BE ATTACHED TO TRACK 7. ALL SCREWS FOR COLD-FORMED STEEL APPLICATIONS SHALL BE AS MANUFACTURED BY ITW BUILDEX. FOR HOOKED LENGTHS REQUIRED INTO CONCRETE SEE TABLE 3. 14.ALL MILL CAMBER TO BE ORIENTED UPWARD DURING FABRICATION AND ERECTION. COMPONENTS OR RESTRAINED BY THE INSTALLATION OF CONTINUOUS SOLID BLOCKING. MINIMUM END BEARING FOR ALL JOISTS SHALL BE 1 8. ALL SELF-DRILLING SCREWS SHALL BE INSTALLED FULLY SEATED WITH THE FASTENER HEAD FLUSH WITH THE WORK SURFACE. 15.PRIOR TO STEEL COLUMN AND BASE PLATE FABRICATION, PROVIDE A SURVEY OF IN-PLACE ANCHOR BOLT LOCATIONS TO THE STEEL 1/2". PROVIDE WEB STIFFENERS AT ALL SUPPORT AND CONCENTRATED LOAD LOCATIONS. 9. DO NOT OVERDRIVE SELF-TAPPING SCREWS.TORSIONAL FAILURE OF FASTENER OR STRIP OUT OF SUBSTRATE MAY RESULT. FABRICATOR. THE STEEL FABRICATOR SHALL ADJUST ANCHOR BOLT HOLES ACCORDINGLY BASED ON SITE AS-BUILT CONDITIONS BEFORE 20.STUD ENDS SHALL BE ATTACHED TO TRACK COMPONENTS AT THE TOP AND BOTTOM OF THE WALL ASSEMBLY EXCEPT WHERE THE WALL 10.INSTALL ALL SELF-DRILLING SCREWS TO PENETRATE BEYOND THE METAL STRUCTURE A MINIMUM OF 3 PITCHES OF THREAD. TERMINATES AT A DEFLECTION TRACK. FIXED ATTACHMENT TO DEFLECTION TRACKS SHALL NOT BE PROVIDED. STUDS FRAMING INTO Proj. No: 1310.01 FABRICATION OF COLUMN BASE PLATES AND DELIVERY TO THE SITE. 11.ALL BOLTS UTILIZED TO FASTEN WOOD BLOCKING OR WOOD PLATES TO STEEL SHAPES SHALL BE ASTM A307.PROVIDE HOT-DIP GALVANIZED 16.GROUT FOR BASE,LEVELING,AND BEARING PLATES SHALL BE NONMETALLIC AND SHRINKAGE-RESISTANT,6000 PSI MINIMUM. GROUT SHALL DEFLECTION TRACKS SHALL BE RESTRAINED AGAINST ROTATION BY INSTALLING MECHANICAL BRIDGING NO MORE THAN 1'-0"BELOW THE BOLTS FOR APPLICATIONS INVOLVING PRESSURE TREATED LUMBER. DraWll B DEFLECTION TRACK. y MEET THE REQUIREMENTS OF ASTM C 1107 AND SHALL BEFACTORY-PACKAGED,NONMETALLIC AGGREGATE,NON CORROSIVE,NON STAINING, 12.PROVIDE STEEL WASHERS ON ALL BOLTS ANCHORING WOOD FRAMING TO STEEL SHAPES. DraWlfl TItIe: . MIXED WITH WATER TO CONSTANCY SUITABLE FOR APPLICATION AND A 30-MINUTE WORKING TIME. SUBMIT GROUT MANUFACTURES DATA 21.CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS,CALCULATIONS,AND PRODUCT INFORMATION FOR REVIEW AND APPROVAL. SHOP 13.ALL POST-INSTALLED EXPANSION AND SCREW ANCHORS INTO CONCRETE SHALL BE AS MANUFACTURED BY HILTI OR APPROVED EQUAL. g SHEETS FOR APPROVAL PRIOR TO CONSTRUCTION. DRAWINGS SHALL BE BASED ON THE CONCEPT SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL INDICATE COLD FORMED STEEL 14.EMBEDMENT DEPTH FOR ALL POST-INSTALLED ANCHORAGE TO CONCRETE SHALL BE AS SHOWN ON THE STRUCTURAL SECTIONS AND DETAILS. 17.PROMPTLY PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND BASE OR BEARING PLATES SO NO VOIDS REMAIN. NEATLY FINISH MANUFACTURER,MEMBER SIZES TO BE USED,FRAMING PLANS,WALL ELEVATIONS,AND CONNECTION DETAILS OF THE COLD FORMED STEEL IF EMBEDMENT DEPTH IS NOT INDICATED,PROVIDE MANUFACTURERS STANDARD EMBEDMENT. EXPOSED SURFACES. PROTECT GROUT AND ALLOW TO CURE. COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR FRAMING. USE THE MINIMUM STUD GAUGE AS SHOWN ON DRAWINGS UNLESS A HEAVIER STUD GAUGE IS REQUIRED BY CALCULATIONS. 15.SEE POST-INSTALLED ADHESIVE ANCHOR NOTES FOR CHEMICAL/EPDXY ADHESIVE ANCHORS INSTALLED IN CONCRETE OR HOLLOW CMU. SHRINKAGE-RESISTANT GROUTS. 16.EXPANSION ANCHORS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ(UNO).EXPANSION ANCHORS INTO SOLID GROUTED CMU SHALL BE HILTI 18.ALL STEEL BEAMS FRAMING OVER THE TOP OF COLUMNIS SHALL BE FITTED WITH(2)1/2"THICK STIFFENER PLATES ON EACH SIDE OF THE BEAM KWIK BOLT 3. WEB. THE COLUMN CAP PLATE SHALL MATCH THE THICIKNESS OF THE BEAM ABOVE(1/2"THICK MINIMUM)UNLESS NOTED OTHERWISE. STRU CT LEAD SHEET 19.STEEL FABRICATOR IS SOLELY RESPONSIBLE FOR SURVEYING AND VERIFICATION OF EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DECK: STRU CTU RAL D RAW I N G INDEX THE LOCATION,ELEVATION,AND DIMENSIONS OF EXISTIING WALLS AND FRAMING. 1. STEEL DECK FOR THE PROJECT SHALL CONSIST OF THE TYPES NOTED ON THE STRUCTURAL DRAWINGS(SEE PLANS FOR LOCATIONS). 20.THE STEEL CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO RESIST WIND LOADS,CONSTRUCTION LOADS,ETC.DURING CONSTRUCTION. MEMBER DEPTH: FLANGE WIDTH: 2. ALL METAL ROOF DECK SHALL BE PAINTED. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. ROOF DECK MUST COMPLY DRAWING TITLE BR ACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS CAPABLE OF SUSTAINING ALL DESIGN LOADS (EXAMPLE:6"=600 x 1/100 INCHES) (EXAMPLE:1 518"=1.62 x 1/100 INCHES) WITH STEEL DECK INSTITUTE STANDARDS. ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. METAL ROOF DECK IS 21.SUBMIT CHECKED STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO ANY FABRICATION. - ALL MEMBER DEPTHS ARE TAKEN AS 1/100 INCHES ALL FLANGE WIDTHS ARE TAKEN AS 1/100 INCHES TO BE ATTACHED TO STRUCTURAL STEEL SUPPORTS WITH 5/8"DIAMETER PUDDLE WELDS(4 WELDS PER SHEET PER JOIST/BEAM/TRUSS). SIDE 22.PERFORM INSPECTIONS OF STEEL CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE. JOINTS SHALL BE FASTENED TOGETHER WITH#10 SELF-DRILLING SCREWS AT MID-SPAN BETWEEN SUPPORTS. S0.0 STRUCTURAL NOTES SHEET 1 OF 2 3. IN AREAS WHERE A SINGLE SPAN DECK CONDITION CANNOT BE AVOIDED,PROVIDE TWO(2)LAYERS OF ROOF DECK. MAKE DIAPHRAGM 600 S 162 - 54 CONNECTIONS AFTER PLACEMENT OF BOTH LAYERS OF ROOF DECK. SOA STRUCTURAL NOTES SHEET 2 OF 2 4. IN AREAS OF WARPED ROOF DECK,SELF DRILLING SCREWS ARE TO BE USED ON CONNECTIONS OF STEEL ROOF DECK TO STRUCTURAL STEEL ■ SUPPORTS. SCREW SIZES TO COMPLY WITH MANUFACTURER'S REQUIREMENTS. ATTACH DECK TO ALL SUPPORTING ROOF MEMBERS. S1.0 FOUNDATION PLAN 5. ALL WELDING OF METAL DECK SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS STYLE: MATERIAL THICKNESS: "SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES". (EXAMPLE:STUD OR JOIST SECTION=S) (EXAMPLE 0.054"=54 MILS&1 MIL=1/1000 INCHES) 6. ALL FORM AND COMPOSITE METAL DECK SHALL BE GALVANIZED AS MANUFACTURED BY UNITED STEEL DECK,INC.OR APPROVED EQUAL. FLOOR S1.1 ROOF FRAMING PLAN S=STUD OR JOIST SECTIONS 43=18 GAGE DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL FLOOR DECK SHALL BE CONTINUOUS OVER MINIMUM OF THREE SPANS. T=TRACK SECTIONS 54=16 GAGE 1 7. CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS CONCRETE POUR STOPS AND DECK CLOSURES REQUIRED AT DECK TERMINATION AND SLAB S2.0 TYPICAL DETAILS U=CHANNEL SECTIONS 68=14 GAGE OPENINGS. COORDINATE WITH PLANS FOR REQUIRED LOCATIONS. F=FURRING CHANNEL SECTIONS 97=12 GAGE 8. WHERE DECK SURFACES MEET AT CHANGES OF DIRECTION,THE JOINT SHALL BE COVERED WITH A MINIMUM 20-GAGE STEEL PLATE FASTENED S3.0 SECTIONS AND DETAILS TO DECK ON BOTH SIDES OF THE JOINT WITH#10 SELF TAPPING SCREWS AT 12"MAXIMUM O.C. 9. DECK MANUFACTURER SHALL SUPPLY ALL STEEL CANT STRIPS AND RIDGE AND VALLEY PLATES NECESSARY TO PROVIDE A FINISHED SURFACE FOR THE APPLICATION OF ROOFING. S3.1 SECTIONS AND DETAILS LIGHT GAGE METAL F RAM I N G PRODUCT I D E NTI F I CAT I 0 N 10.PROVIDE INSPECTIONS OF METAL DECK INSTALLATION TO VERIFY,AT A MINIMUM,SOUNDNESS OF WELDS AND SIDELAP SCREW SPACING. ACCORDING TO STEEL STUD MANUFACTURERS ASSOCIATION FOUR PART IDENTIFICATION CODE SYSTEM DAVID S.FOWLES,AIA NJ 21A101611700•DE S5-0007986•NY 042976-01•PA RA-409294 DA q 9 SPECIAL INSPECTION AND TESTING(IBC 2018 CHAPTER 17) architect S Submittal Re uired Si ned & Sealed SHOP D RAW I N G SUBMITTAL REQUIREMENTS 1. ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY.THE SPECIAL INSPECTIONS. 50 Yes Yes INSPECTOR FROM THIS TESTING AGENCY SHALL OBSERVE THE WORK FOR CONFORMANCE TO THE DESIGN DRAWINGSAN 0 Kings Highway South SPECIFICATIONS THE SPECIAL INSPECTOR SHALL BE TO PERFORM H R VERIFICATION AND INSPECTION INSPECTION REQUIRED LATERAL LOAD GRAVITY Section 1-General .:- -::. THE SPECIAL INSPECTOR SHALL SUBMIT WRITTEN DOCUMENTATION OF CERTIFICATIONS FOR RECORD PRIOR TO Cherry VIII, NJ 08034 _ 856.770.1060 1 Temporary Sheeting&Shoring For Excavation Shop Drawings&Calculations X X CONSTRUCTION. CONTINUOUS PERIODIC DESIGN SCHEDULE DESIGN SCHEDULE 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE ENGINEER OR ARCHITECT OF office@kd-arch.com RECORD,AND ALL OTHER DESIGNATED INDIVIDUALS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 1705.3-CONCRETE CONSTRUCTION Temporary ShoringShopDrawings&Calculations X CONTRACTOR FOR CORRECTION,THEN,IF NOT CORRECTED,TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING WIND CRITERIA Section 2-Concrete > ; OFFICIAL. Inspection of reinforcement including prestressing tendons and verification of 1. X o 3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL placement DESCRIPTION SYMBOL VALUE 1 Concrete Mix Design X INSPECTION WAS,TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,IN CONFORMANCE WITH THE APPROVED DESIGN W 0 m DRAWINGS,SPECIFICATIONS,SOILS REPORT AND APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING 2. Inspection of reinforcing bar welding(in accordance-with AWS D1.4): BASIC WIND SPEED V 137 MPH Z 2 Concrete Reinforcing Shop Drawings (3 S UST) Q of J ('} _:- X CODE m ,.: aVerification o weldability o reinforcing ars other than X g o ,L o - ::_- <•"_: ._ :'-•:'•. <' :::::; c 4. STRUCTURAL OBSERVATIONS BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED A SPECIAL INSPECTION. o o Section 3 Masonry RISK CATEGORY - III m F- "` 5 ITEMS MARKED X REQUIRE SPECIAL INSPECTIONS (REFER TO IBC 2018 CHAPTER 17 FOR ADDITIONALLJJ f4 ......: ......:_,.,,,.�,,.. _�,...,,...... ._,,,.'..._t-.-. ,:...,... ...._"-,-. _._._ ....- .-•. :,�.,....,. . . . :_ . .....,... ,.... THE FOLLOWING " " :(R b. Inspection of single-pass fillet welds,maximum 5/16" X COMPONENT � � � w o � ID 1 Masonry Reinforcing Shop Drawings X INFORMATION 0• o, c. Inspection of all other welds X EXPOSURE CATEGORY - D Q Z H N 2 Masonry Materials;Grout,Mortar,CMU Block&Bond Beams X VERIFICATION AND INSPECTION INSPECTION REQUIRED ROOF&INSULATION 5 V = o �,;, o Q 3. Inspection of anchors cast in concrete X INTERNAL PRESSURE COEFF GCpi +/-0.18 Z `^ W o 3 Precast Concrete Lintel Submittal X P Q OBSERVE PERFORM STEEL 5 W = > w - o N N .. 4. Inspection o anchors post-installed in hardened concrete members: J n. _.Secfion4 etals Q .... z 0 <. .. . ... _ .1705.2-STE_ EL CONSTRUCTION �.:• .-.. .•:•.. . •:.... ... . . .:..' SEISMIC CRITERIA a --+ •• v Adhesive anchors installed in horizontal) or u ward) inclined orientations to resist � 0 c - P " a. X CEILINGS 5 Q u 1 Steel Shop Drawings X sustained tension loads W w Special inspection for structural steel shall be in accordance with AISC 360. DESCRIPTION SYMBOL VALUE ~ > U_ z ro N " 2 Steel Connection Calculations X X At a minimum,the following inspections are required. b. Mechanical anchors and adhesive anchors not defined in 4.a X Z u w 0 E 0 z° w _ - _ MISC/COLLATERAL 5 5 0 rn Section Wood&Co o tes -.. . ,. . . . � .. _...•,..,.,..: .. ........ ,.,-. _:..::>::'�; '. 1 Inspection tasks prior welding: 5Verification o require design mix X 4 CONCRETE SLAB 50 iy to N 4- 0.. 1 Miscellaneous Lumber Including;Wood Products,Nails,Hangers,&Sheathing X a. Welder qualification records and continuity records X 6 Prior to concrete placement,fabricate specimens for strength tests,perform X SEISMIC IMPT FACTOR I 1.0 W (D 0 `" ~ `" - o slum and air content tests,and determine the temperature of the concrete e Z Z 0 Ln Q - p p WOOD FRAMING 5 Z O �+ W rd b. WPS available X MAPPED SPECTRAL ACCEL - 1- °- "' 7. Inspection of concrete and shotcrete placement for proper application techniques X FOR SHORT PERIODS S s 0.183 g J z a �+ c. Manufacturer certifications for welding consumables available X DECKING 5 Z u 8. Verification of maintenance of specified curing temperature and techniques X MAPPED SPECTRAL ACCEL d. Material identification(type/grade) X FOR ONE SECOND PERIOD S, 0.051 g LJJ ZZ z DELEGATEDDESIGN 9. Inspection of prestressed concrete for: = U e. Welder identification system X SPECTRAL RESPONSE COEFF S DS 0.195 g U Temporary Shoring of Excavations&Building Structure During a. Application of prestressing forces X Q P ry 9 g 9 f Fit-up of groove welds(including joint geometry): joint preparations,dimensions, X 1 Construction.Other Contractor Means&Methods Components(e.g. Scaffolding,Fall Protection,etc.) cleanliness,tacking,and backing(if applicable) b. Grouting of bonded prestressing tendons X SPECTRAL RESPONSE COEFF S D1 0.081 g LU m g• Fit-up of CJP groove welds of HSS T-,Y-,and K joints without backing(including X 10. Inspection of erection of precast concrete members X TOTAL DEAD LOAD 50 15 20 ` 2 Steel Connection Design joint geometry):joint preparations,dimensions,cleanliness,and tacking SITE CLASS - D Verification of in-situ concrete strength prior to stressing of tendons in h. Configuration and finish of access holes X LIVE LOAD 100 100 30 DELEGATED DESIGN SCHEDULE NOTES: 11. post-tensioned concrete and prior to removal of shores and forms from X 1. THE ITEMS LISTED IN THIS SCHEDULE HAVE NOT BEEN beams and structural slabs SEISMIC DESIGN CATEGORY B MICHAEL A. BEACH - I. Fit up of fillet welds:dimensions,cleanliness,and tacking X DESIGNED BY THE STRUCTURAL ENGINEER OF RECORD TOTAL LOAD 150 120 50 PROFESSIONAL ENGINEER FOR THIS PROJECT. A SPECIALTY ENGINEER SHALL BE 2. Inspection tasks during welding 12. Inspection of formwork for shape,location,and dimensions of the concrete X RESPONSE MOD FACTOR R 3 NJ LIC. NO.24GE03101500 RETAINED BY THE CONTRACTOR TO PERFORM THE member being formed LIVE LOAD REDUCTION REQUIRED DESIGNS. a. Control and handling of welding consumables:packaging and exposure control X USED IN DESIGN NO NO NO 2. THE SPECIALTY ENGINEER SHALL BE A LICENSED SEISMIC RESPONSE COEFF C s 0.065 (YES/NO) PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF b. No welding over cracked tack welds X THE PROJECT. BASIC SEISMIC FORCE RESIST SYS STEEL SYSTEM NOT SPECIFICALLY NOTES: N c. Environmental conditions: wind speed within limits,precipitation,and temperature X DETAILED FOR SEISMIC RES r� 3. CALCULATIONS AND/OR SHOP DRAWINGS SHALL BE VERIFICATION AND INSPECTION INSPECTION REQUIRED 1. ALL LOADS SHOWN ARE IN POUNDS PER SQ FT. SUBMITTED FOR REVIEW AND APPROVAL TO THE WPS followed: settings on welding equipment,travel speed,selected welding DESIGN BASE SHEAR V 1.45 KIPS 2. ALL LOADS ARE IN ACCORDANCE WITH THE 2018 STRUCTURAL ENGINEER OF RECORD PRIOR TO d. materials,shielding gas type/flow rate,preheat applied,interpass temperature X CONTINUOUS PERIODIC (ULTIMATE LOAD) INTERNATIONAL BUILDING CODE. CONSTRUCTION. maintained,and proper position , ..... . ,:....� ';:.:::':::�::�' ..,::': . :•. EQUIVALENT LATERAL >1705.5-WOOD CONSTRUCTION .: ;: .,.,.,. . °_:, ''=, ;<-,.; : „: :;.` ANALYSIS PROCEDURE e Welding techniques:interpass and final cleaning,each pass within profile limitations, X _• FORCE PROCEDURE and each pass meets quality requirements Special inspection for wood construction shall be in accordance with IBC Section f. Placement and installation of steel headed stud anchors X 1705.5. At a minimum,the following inspections are required: 3. Inspection tasks after welding 1 Verify,size,species and grade of lumber/sheathing complies with construction X SNOW LOAD DESIGN documents. a. Welds cleaned X Verify nailing of diaphragm floor and roof sheathing and shear walls complies with X SCHEDULE b. Size,length,and location of welds X 2' construction documents. C. Welds meet visual acceptance criteria:crack prohibition,weld/base-metal fusion, X 3. Verify wood shear wall hold downs conform to construction documents. X DESCRIPTION SYMBOL VALUE crater cross section,weld profiles,weld size,undercut,and porosity GROUND SNOW LOAD Pg 30 PSF d. Arc strikes X e. k-area X VERIFICATION AND INSPECTION INSPECTION REQUIRED FLAT-ROOF SNOW LOAD Pf 23.1 PSF f. Weld across holes in rolled heavy shapes and built-up heavy shapes X CONTINUOUS PERIODIC SNOW EXPOSURE CATEGORY Ce 1.0 9• Backing removed and weld tabs removed(if required) X ;.. 5.6-SO - 170 ILS .. .. THERMAL FACTOR Ct 10 h. Repair activities X Verification of materials below shallow foundations are adequate to achieve the I. Document acceptance or rejection of welded joint or member X 1' design bearing capacity X SNOW LOAD IMPT FACTOR 1 1.1 P E C O N I C j. No prohibited welds have been added without the approval of the EOR X 2 Verification that excavations are extended to proper depth and have reached proper X 4. Inspection tasks prior to bolting: material LANDING a. Manufacturer's certifications available for fastener materials X 3. Perform classification and testing of compacted fill materials. X b. Fasteners marked in accordance with ASTM requirements X 4 Verification of use of proper materials,densities and lift thicknesses during placement X ULTIMATE DESIGN WIND PRESSURE - COMPONENTS AND CLADDING PUB DINING and compaction of compacted fill C. Correct fasteners selected for the joint detail: grade,type,bolt length if threads are X Prior to placement of compacted fill,inspection of subgrade and verify that site has & P O RC H to be excluded from shear plane 5. X TRIBUTARY AREA been prepared properly d. Correct bolting procedure selected for joint detail X AREA ZONE ADDITION 10 S.F. 20 S.F. 50 S.F. 100 S.F. e Connecting elements,including the appropriate faying surface condition and hole X preparation,if specified,meet applicable requirments ROOF 1,2e,2r +47.0 PSF/-86.1 PSF +41.7 PSF/-73.0 PSF +34.8 PSF/-55.7 PSF +29.6 PSF/-42.6 PSF f Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used X 1500 BRECKNOCK RD 9• Protected storage provided for bolts,nuts,washers,and other fastener components X ROOF 2n,3r +47.0 PSF/-94.8 PSF +41.7 PSF/-84.8 PSF +34.8 PSF/-71.5 PSF +29.6 PSF/-61.4 PSF GREENPORT, NY 11944 5. Inspection tasks during bolting: CONSTRUCTION NAILING SCHEDULE ROOF 3e +47.OPSF/-116PSF +41.7PSF/-103PSF +34.8PSF/-85.5PSF +29.6PSF/-63.7PSF a Fastener assemblies placed in all holes and washers and nuts are positioned as (UNLESS NOTED OTHERWISE) WALL required X (SEE NOTE 4) ZONE 4 +51.3 PSF/-55.7 PSF +49.0 PSF/-53.4 PSF +46.0 PSF/-49.7 PSF +43.6 PSF/-48.0 PSF BUILDING NAIL SIZE AND TYPE LOCATION b. Joint brought to the snug-tight condition prior to the pretensioning operation X ELEMENT AND NUMBER WALL ZONE 5 1 +51.3 PSF/-68.7 PSF +49.0 PSF/-64.1 PSF +46.0 PSF/-56.0 PSF +43.6 PSF/-53.4 PSF (SEE NOTE 4) c. Fastener component not turned by the wrench prevented from rotating X STUD TO SOLE PLATE (3)10d COMMON END NAIL Fasteners are pretensioned in accordance with the RCSC Specification,progressing (3)3"x 0.131" NOTES: " " d. P P 9 9 X 1.THE a WIDTH FOR EDGE STRIPS AND END ZONES SHALL BE TAKEN AS 3-0 . Issued For: systematically from the most rigid point toward the free edges (3)10d COMMON TOP PLATE TO STUD (3)3"x 0.131" END NAIL 2.NEGATIVE NUMBERS DENOTE WIND FORCES ACTING AWAY FROM THE SURFACE UNDER CONSIDERATION(I.E.,SUCTION). PRICING SET 6. Inspection tasks after bolting: 3.ALL LOADS ARE IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE&ASCE 7-16 10d COMMON @ 12"o/c 4.THE OUTSIDE FACE OF PARAPETS ARE TO BE DESIGNED USING THE APPLICABLE WALL PRESSURES&THE INSIDE(ROOF SIDE)FACE a. Document acceptance or rejection of bolted connections X DOUBLE STUDS 3"x 0.131"@ 8"o/c FACE NAIL OF PARAPETS ARE TO BE DESIGNED USING THE APPLICABLE NEGATIVE EDGE OR CORNER ZONE ROOF PRESSURES. Date: 7. Inspection tasks prior to deck placement: 103 COMMON @ 16"o/c 12-23-2020 DOUBLE TOP PLATE 3"x 0MM @ 12"o/c FACE NAIL a Verify compliance of materials(deck and all deck accessories)with construction X DATE RELEASE documents,including profiles,material properties,and base metal thickness CAP PLATE LAPS (3)10d COMMON 11-02-2020 PRICING b. Document acceptance or rejection of deck and deck accessories X (EA SIDE OF LAP) (3)3"x 0.131" FACE NAIL 01-12-2021 EQUIPMENT MEP COORDINATION NOMINAL DESIGN WIND PRESSURE - COMPONENTS AND CLADDING 03-04-2021 PRICING 8. Inspection tasks after deck placement 10d COMMON @ 16"o/c 02-25-2022 ISSUED FOR CONSTRUCTION BUILT-UP HEADER,TWO PIECES 3"x 0.131"@ 16"o/c ALONG EA EDGE 06-03-2022 PERMIT SET a Verify compliance of deck and all deck accessories installation with construction X TRIBUTARY AREA documents DOUBLE TOP PLATES,MINIMUM 24" (10)10d COMMON FACE NAIL IN AREA ZONE b. Verify deck materials are represented by the mill certifications that comply with the OFFSET OF END JOINTS (10)3"x 0.131" LAPPED AREA 10 S.F. 20 S.F. 50 S.F. 100 S.F. construction documents X 10d COMMON @ 16"o/c c. Document acceptance or rejection of installation of deck and deck accessories X BUILT-UP CORNER STUDS 3"x 0.131"@ 16"o/c FACE NAIL ROOF 1,2e,2r +29.6 PSF/-54.2 PSF +26.3 PSF/-46.0 PSF +21.9 PSF/-35.1 PSF +18.6 PSF/-26.8 PSF 9. Inspection tasks prior to deck welding(refer to Section 1 of Steel Inspections) ROOF 2n, 3r +29.6 PSF/-59.7 PSF +26.3 PSF/-53.4 PSF +21.9 PSF/-45.0 PSF +18.6 PSF/-38.7 PSF 10. Inspection tasks during deck welding(refer to Section 2 of Steel Inspections) 11. Inspection tasks after deck welding: ROOF 3e +29.6 PSF/-73.1 PSF +26.3 PSF/-64.9 PSF +21.9 PSF/-53.9 PSF +18.6 PSF/-40.1 PSF a. Verify size and location of welds,including support,sidelap,and perimeter welds X WALL ZONE 4 +32.3 PSF/-35.1 PSF +30.9 PSF/-33.6 PSF +29.0 PSF/-31.3 PSF +27.5 PSF/-30.2 PSF (SEE NOTE 4) b. Welds meet visual acceptance criteria X NAIL SCHEDULE WALL ZONE 5 +32.3 PSF/-43.3 PSF +30.9 PSF/-40.4 PSF +29.0 PSF/-35.3 PSF +27.5 PSF/-33.6 PSF c. Verify repair activities X (SEE NOTE 4) d. Document acceptance or rejection of welds X PENNY WEIGHT LENGTH DIAMETER NOTES:1.THE"a"WIDTH FOR EDGE STRIPS AND END ZONES SHALL BE TAKEN AS X-0". 6d 2" 0.113" 2.NEGATIVE NUMBERS DENOTE WIND FORCES ACTING AWAY FROM THE SURFACE UNDER CONSIDERATION I.E.,SUCTION). 12. Inspection tasks prior to deck fastening(refer to Section 4 of Steel Inspections) ( ) 8d 21/2" 0.131" 3.ALL LOADS ARE IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE&ASCE 7-16 13. Inspection tasks during deck fastening(refer to Section 5 of Steel Inspections) 10d 3" 0.148" 4.THE OUTSIDE FACE OF PARAPETS ARE TO BE DESIGNED USING THE APPLICABLE WALL PRESSURES&THE INSIDE(ROOF SIDE)FACE OF PARAPETS ARE TO BE DESIGNED USING THE APPLICABLE NEGATIVE EDGE OR CORNER ZONE ROOF PRESSURES. 14. Inspection tasks after deck fastening: 16d 31/2" 0.162" a. Check spacing,type,and installation of support fasteners X 20d 4" 0.192" Proj. N0: 1310.01 f b. Check spacing,type,and installation of sidelap fasteners X Drawn By: 1. ALL NAILS FOR PROJECT SHALL BE COMMON WIRE NAILS OR POWER C. Check spacing,type,and installation of perimeter fasteners X DRIVEN NAILS IN CONFORMANCE WITH ICC-ES EVALUATION REPORT Drawing Title: ESR-1539. d. Verify repair activities X 2. SEE STRUCTURAL NOTES ON DRAWING SXXX FOR INFORMATION e. Document acceptance or rejection of mechanical fasteners X REGARDING SUBSTITUTIONS. STRUCT LEAD SHEET e �I p.. DAVID S.FOWLES,AIA f NJ 21A101611700•DE S5-0007986•NY 042978-01•PA RA-409294 5.7 6.1 6.3 6.5 6.9 architects 500 Kings Highway South Cherry Hill, NJ 05034 KDA 6x6 POST TMP S3.0 TMP S3.0 6x6 HANDRAIL 2x8 X-BRACING. 856.770.1060 (BELOW,TYP) POST(TYP) 1 _ SEE 2/S3.0(TYP). office@kd-arch.com ® ® CONT(3)2x12 PT 2x12 BLOCKING, V @ POST(TYP) C'3 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7 Xa xa o N I N 0~ Lj LUU 00 l0 [ 5 I t- F-- v H I- o v t- o H H- v N a Q_ `Zrt n `r n n 1 ! n 11'_8a I 1 d'-0 3/4" '-71/4' - N X N N 1 N > LU °X N N N X I a N N �- N_ N d N X u V pip ^ O Q 1 615/1 10-f; 1/16 Q Q Q N V n I r n r n I r n 1"" X i-� N N j( � N N X � � N N N X N N Z w O N V d' 8' -11 7/16 8-11 7/16 8-11 7/16 8-11 7/16 I a ® x x 'cS N LU '^ Na, N N N N N W l0 N C14 1-- V I U Ua @� Ua V) J 4. v1 Ln l0 WP-1 P2 I I WP-1 I P2 WP-1 P2 I WP-1 P2 WP-1 P2 N N �, t/') Q 0 w °� z N BF I / BF28 / BF28 BF28 BF28 1 i I Q Q O c N 04 CV ?V _j x l0 1� � �� I 1 1 f �_ LW-L Z a A - -I - - - - - - - - - - - - - - , - I - - r - - I - , -�- - - - ' - SIM 2 I I I V _ � E LZ 1 /I /I /'I � I J S3.0 N 4 I I Z W 25 c C' t I I I 1 ra»/ S3.0 FIRE TABLE BY Ce LLJ Cn 6 oN � N w o_ OTHERS(350#) I.LJ 0 0 I 1 1 A 7 CONT(4)2x12 PT Z Z nom- OIT `^ w 2II I I I Z a E F z a W Z -, M I I I I I I I o- a N O Z cli F- x C14 04 0 N N I N �4 D� I 1 x N U cli N N M.,.. I I I I I 5 N I W I TYF S3.0 " 1 c 1 6 WIDE TURNED DOWN SLAB(TYP) 6x6 PT EMBEDED WP-1 P2 I WP-1 P2 WP-1 P2 WPA P2 I I WP-1 P2 V-6"WIDE TURNED DOWN HANDRAIL POST BF28 BF28 BF28 BF28 I I BF28 SLAB(TYP,3 SIDES) .L I MICHAEL A. BEACH (SEE 6/S3.0,TYP) 1 �� I I �� I I �� I �� ! NJ LIC. ENGINEER A'7 - - - - i - - - - - PARTIAL DECK FRAMING PL r_ n � I I , � ® AN 1 6 WIDE TURNED DOWN i------� J / I ♦ / 1 ♦ / ♦ i--- --� SCALE:1/4"=1'-0" SLAB(TYP 3 SIDES) I I I N ° I � n r� r_ (E}RW(-10.00') I I I i ( I 1. DR E� DENOTES SPAN OF 1 WOOD DECK MEMBERS. v BID 4"CONC SLAB w/66-W1.4x1.4 WWF I I I C1 P1 i I I OVER 4"COMPACTED CRUSHED STONE I I I I F46 I C1 P1 I 1'-6"WIDE TURNED C1 P1 ; C1 P1 I ON COMPACTED GRADE(TYP) I Ir- _ , TYP 5 --- F40 DOWN SLAB - - F40 I F46 f I (DATUM EL 0-0 )(SEE CIVIL) I I S3.0 r I 1 r -I 1 I III U = I I II I I I I , I I I I I I II I o0 - - - - - - - - - - - I 11 J I ® a z I -L - -----,-----L J- ---f I t' I I ^ I I L----J L----J I I I I 4"CONC SLAB w/66-W1.4x1.4 WWF OVER I 22'-6 3116" L_- J _ (E}RW(-12.dd') ;� I- I I I L T- i�-J 4"COMPACTED CRUSHED STONE -"-L-- r----------- __-____CJ ---- --�-------- I I I ON COMPACTEDGRADE(TYP) _ r' 8"WIDE TURNED--- -� r_ n FOUNDATION PLAN (DATUM EL 0'-0')(SEE CIVIL) SCALE: 114"=1'-0" DOWN SLAB I 1 I- 8"WIDE TURNED! I I r I 1 C2 P1 _-_-_-__ I- I, I DOWN SLAB I I I II F30.40 1. FINISH FLOOR ELEVATION=DATUM EL 0'-0". -_I--- _--_ - --__-_-_ --- - --1 I I I 2. BOTTOM OF FOOTING ELEVATION SHALL BE-4'-0"BELOW FINISH FLOOR ELEVATION UNLESS CJ CJ CJ I I CJ CJ CJ II I CJ NOTED THUS(-#'-#")ON PLAN. 3. TOP OF CONCRETE PIER ELEVATION SHALL BE-0'-8"BELOW FINISH FLOOR ELEVATION UNLESS NOTED EXTENT OF NEW SLA C2 P1 I I �' I --J- THUS [-#'-#'� ON PLAN. B II I i '' EXIST W8 CONTRACTOR NOTE: F30.40 I ( li I I n I i ^ I COL{VIF) DO NOT BACKFILL AGAINST FND WALL 4. ® DENOTES EXTENT OF CMU WALLS. SEE PLAN FOR WALL THICKNESS&APPLICABLE AREA.TOP OF CONC 4 CONC SLAB w/66-W1.4x1.4 WWF TO MATCH EXIST. L- i J I OVER 10 MIL VAPOR BARRIER OVER I `' I � UNTIL FIRST FLOOR HAS BEEN SECTIONS FOR REINFORCING REQUIRED. FILL ALL CORES SOLID WITH 3,000 PSI 17 ........... - - - - -.. .- --- - L_. �_....._..- .19i__..___._.._._" --- 4"COMPACTED CRUSHED STONE _ _ - - - ----- - 1 1 I _ _ . INSTALLED OR FND WALL IS _ GROUT BELOW FINISHED FLOOR ELEVATION P E C O N I C 0 ON COMPACTED GRADE(TYP) i � � - � - G ADEQUATELY SHORED. 5 0 DENOTES EXTENT OF REINFORCED CONC WALLS. SEE PLAN FOR THICKNESS E C1 P1 I I (DATUM EL 0'-0")(SEE CIVIL) v j I I ' 6'-101/4" I - AND APPLICABLE SECTIONS FOR REINFORCING. S2.d I - LANDING E EXIST SLAB ON 6. "CJ" DENOTES SLAB CONTROL JOINT. SEE DETAIL ON DRAWING S2.0. S2.0 GRADE(VIF) CONTRACTOR NOTE: 1 7. SECTIONS SHOWN ON PLAN APPLY TO SIMILAR CONDITIONS THROUGHOUT THE BUILDING. C 2 - _ CJ CJ CJ I I CJ C CJ I CJ I DUE TO EXISTING SUBSURFACE CONDITIONS,OVER-EXCAVATION WILL BE REQUIRED TO PROVIDE ADEQUATE BEARING FOR SLAB ON GRADE,WALL, 8. SEE DRAWING S0.0 FOR STRUCTURAL NOTES. L "'"' --`--T I I I I ( EXTENT OF NEW SLAB AREA. AND COLUMN FOOTINGS. SEE THE FOUNDATION NOTES ON DWG S0.0 FOR PUB DINING ZEXIST SLAB ON � I v v I I I I }--'I--� ^I I I � I I I ClP1 �TOP OF CONC TO MATCH EXIST. MORE INFORMATION. 9. SEE DETAILS J/S2.0&K/S2.0 ON FOR TYPICAL FOUNDATION DETAILS @UTILITY PIPES. GRADE (VIF) I o 10. ALL EXISTING CONDITIONS MUST BE FIELD VERIFIED BEFORE ANY NEW WORK IS PERFORMED. PORCH C1 P1 I III I I I ( I I I I I l I F46 v r(E) -(-4.- EXIST W8 COL F70.40 I I I I� I L ----- I (E)F2d�12(VIF) ---- 11. (VIF) DENOTES TO VERIFY IN FIELD. ADDITION (VIF) _ 12. SEE ARCHITECTURAL DRAWINGS FOR ALL REQUIRED DEMOLITION PRIOR TO START OF NEW WORK. C.4 -I -I - - - - - - - - I I C J I„� C J CJ J _-_...._.._._..._-- _-___ �.J I i ( v NEWS"CONCWALL � I � - ° ---� --- --- --- ------- --- - -------I ________________ .__.- 1500 BRECKNOCK RD I �. I I� ®__._-- - - - - - - - - - - - - - - - - �!• - - . - - =+ . . - GREENPORT, NY 11944 """-1 __ I 1 4"CONCSLAB wl66-W1.4x1.4WWF C.5 8"CMU WALL I I . r F20.121 ( F20.1 I OVER 10 MIL VAPOR BARRIER OVER I C1 IPi I I C1 P1 1 C1 P1 I 4 COMPACTED COMPACTED GRADE TYPE WOOD POST SCHEDULE C Y I I I i I I i ( ) MARK SIZE CONNECTOR -j U 1 16I (DATUM EL 0'-0') SIMPSON ABU66Z wl(1)5/8'0 HILT[KWIK BOLT TZ S2.0 N I-- --� I I I I I WP-1 6x6 PT (4 EMBED)TO CONC&(2)112 0 BOLTS TO POST I I" (E)F20.1 {4.dd') -- __ f - - - - - - - - - Issued For: PRICING SET SAW CUT&REMOVE I I ' I C1 P1 I C1 P1 .1 I I COLUMN SCHEDULE EXIST WALL(TYP) SAW CUT&REMOVE EXIST CONC WALL Date: IX, I I 8 SLAB AS REQ'D FOR NEW P2 PIER. 12-23-2020 I 1 I I I I INSTALL NEW 4 CONC SLAB TO MATCH MARK SIZE BASE PLATE ANCHOR RODS REMARKS _ 1 1 EXISTING(TYP). C1 HSS6x6x3/8 3/4"x13"x1'-1" (4)7/8"0(9"EMBED) DATE RELEASE ZEXIST SLAB ON I I I ! 01-12-20210 PRICING EQUIPMENT MEP COORDINATION I I I I GRADE VIF) I 1 I C2 HSS8x4x3/8 3/4"x11"x1'-3" (4)7/8"0(9"EMBED) 03-04-2021 PRICING I I I y � I II EXIST 1AJ8 COL(VIF) f 02-25-2022 ISSUED FOR CONSTRUCTION I I COLUMN SCHEDULE NOTES: 06-03-2022 PERMIT SET I I I 1 1 1 r 1. ALL ANCHOR RODS SHALL BE ASTM F1554(GRADE 36). SEE DETAIL THIS DWG. I I I I i I 2. SEE TYPICAL BASE PLATE DETAIL ON DRAWING S3.0. I I I i (E b(VIF;) I I I I I I CONCRETE PIER SCHEDULE I I I 1 1 I I MARK SIZE REINFORCING REMARKS k f I I I i (8)#8 VERTICAL I I I I I I I I I P1 20"x20" #4 TIES @ 12"o/c (IN PAIRS) I I I I I I (4)#4 VERTICAL P2 12"0 #3 TIES @ 12"0/c (IN PAIRS) I I I I I I I I I i i I I 5114"x51/4"1.8E PARALLAM -----------------J 1 �___-- - _ _ PSLPO T(TYP I 1 ( ) ,E)F3 (VIF) (E)F30(VIF) I _i-- -�- ---I___-..__.._._�---�- - __-- -� FOOTING Proj. No: 1310.01 _ _ ® SCHEDULE ---•- - I- Drawn By: MARK SIZE REINFORCING Drawing Title: I I EXI T 2'THICKENED I I I I SLB w/(2)#5 CONT(VIF) _ j I I II F20.12 2'-0"x1'-0"CONT (3)#4 LONG WAY BOT 1 1 I I 1 I I r' -'1 #4 @ 12 SHORT WAY BOT I I I I I F2012A 2'-0"x1'-0"CONT (4)#4 LONG WAY TOP&BOT --i..-A-1a. .- _� - ---...---- - - R5 #4 @ 12"SHORT WAY TOP&BOT 1 1 I I I 1 I I I I F30.40 3'-0"x4'-0"x1'-0" (4)#4 BOT LONG WAY FOUNDATION PLAN I I I i L -- j (5)#4 BOT SHORT WAY I I I ( I I ( I I 1 (E} 131) (VIF) f I I I I I I I I F40 4'-0"x4'-0"x1'-0" (4)#5 BOT EA WAY I I I F46 4'-6"x4'-6"x1'-0" (4)#5 TOP&BOT EA WAY I i I I I I I (4)#6 TOP&BOT LONG WAY II F70.40 7'-0"x4'-0"x1'-5" (6)#6 TOP&BOT SHORT WAY BF28 _F 2'-51/2"0 - FOOTING SCHEDULE NOTES: 1. ALL FOUNDATIONS HAVE BEEN DESIGNED USING A SAFE ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF. 2. REFER TO THE FOUNDATION INVESTIGATION REPORT LISTED IN THE STRUCTURAL NOTES ON DRAWING S0.0 FOR ADDITIONAL INFORMATION REGARDING THE FOUNDATION CONSTRUCTION. 3. "BF"DENOTES CONCRETE FOOTING FORM BY BIGFOOT SYSTEMS. INSTALL PER MANUFACTURERS SPECIFICATIONS. DAVID S.FOWLES,AIA NJ 21A101611700•DE S5-0007986•W 042978-01•PA RA-409294 a r c h i t e c t s 500 Kings Highway South Cherry Hill, NJ 08034 856.770.1060 office@kd-arch.com DA 5.8 5.9 6.3 6.5 6.8 6.9 _j z Lj CC f14 WW 000 �0 W :1 ', LA i E rq rn '00 0 z < C) _j 5 Uj LU 3 2x6 OUTRIGGER S3.1 V) p �! LU , LO ROOF OVERHANG(TYP) 2x6 BEARING WALL. < 00� cv�4 1 Z @ 16 o/c I SEE 1/S3.1. . w _3 U, > LL -0 M N cm, E - z Z LU 0 LHLSS6x6xl/4(LOW) HSS6x6x1/4(LOW) I HSS6x6x1/4(LOW) =22 01 @) r- 41 B.1 ILU E 0 I! W16x26 W1 6X26 W1 6x26 LLJI 0 Z Z z T Z) a < 0 0 Lm IL oo LU U _j z L co C� 3: co z U TYP LLJ Z S3.0 S3.1 0 0 L) 3: LLJ F� LLJ W12x14 W12x14 W12x14 53.1 0 C)EL z CD cc _0_ _ _ C� C� IF C14 EXIST ROOF(VIF) 1�7 2x6 BEARING WALL. 2x6 BEARING WALL.— _;t to I I I I I . I PARTIAL ROOF FRAMING PLAN C� SEE 2,3,&4/S3.1. SEE 2,3,&4/S3.1. (D MICHAEL A. BEACH SCALE:1/4"=V-0" ZO PROFESSIONAL ENGINEER 2x10 RAFTERS 2x10 RAFTERS x10 RAFTERS DESIGN LIVE LOAD=3 NJ LIC. NO.24GE03101500 n @ 1'-4"o/c @ 1'-4"o/c @ 1'-4"o/c ^3 1. TOP OF STEEL ELEVATIONS =+11'-0"(UNO). \1S3.1 2. 10 DENOTES BEAM TO COLUMN MOMENT CONNECTION.SEE SECTION 5/S3.1. W16x4O A - 3. 0 DENOTES FULL CAPACITY BEAM TO COLUMN MOMENT CONNECTION.SEE SECTION 7A/S3.1. 10— 4. 5/8"1& DENOTES SPAN OF 5/8"PLYWOOD SHEATHING. SEE PLAN FOR NAILING REQUIREMENTS. co to W co EXIST ROOF(VIF)-� `� �1 `� 0 0 x 5. DENOTES EXTENT OF CMU WALLS. SEE PLAN FOR WALL THICKNESS&APPLICABLE TEMPORARY SHORINGC14 C14 SEE NOTE#6 72 C14 � 4 � SECTIONS FOR REINFORCING REQUIRED. 6. CONTRACTOR TO PROVIDE TEMPORARY SHORING OF EXIST 2ND FLOOR FRAMING UNTIL NEW ————— AL CCA�— - -— -—-—-—- FLOOR BEAMS AND EXIST TRUSS MODIFICATIONS HAVE BEEN COMPLETED.CONTRACTOR TO RETAIN A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK TO DESIGN EXIST W16x31 (VIF) W12x14 I SHORING.SUBMIT SIGNED @ SEALED SHORING DRAWINGS&STRUCTURAL CALCULATIONS \—EXIST W8 COL(VIF) ?8 W12x14 W12x14 W12x14 FOR REVIEW BEFORE CONSTRUCTION. 8"CMU WALL W16x26 SHEATHING NOTE: 2x6 BEARING WALL. CANT SHEATHING FOR ALL ROOFS SHALL BE 5/8"THICK 36/16 SPAN cc Z z SEE 4/S3.1. RATING APA RATED SHEATHING,EXPOSURE 1. ALL JOINTS IN SHEATHING SHALL BE STAGGERED. USE PANEL CLIP 2x6 BEARING WALL. C143r l 3: SUPPORTS AS RECOMMENDED BY APA FOR ROOF SEE 4/S3.1. TYP SHEATHING EDGES. NAIL TO SUPPORTING ROOF TRUSSES 2 LOC WITH 8d NAILS @ 6"o/c AT SUPPORTED PANEL EDGES.i)x W SPACE 8d NAILS @ MAX 12"o/c ALONG INTERMEDIATE W12x26 W12x26 W12x26 FRAMING MEMBERS. 10"CFS BOX BEAM W W m m PECONIC x 0 0 co co co LINTEL SCHEDULE LANDING U_ U_ 10"CFS BOX BEAM MARK SIZE REMARKS CD L1 W8x18 +1/4" O"CFS BOX BEAM to im 1 2 J_ PUB DINING 0— 1 ca m m I b x x 1. PROVIDE 8"BEARING MIN EA SIDE. & PORCH 0 C1j co C- Cn co co N rri x 2. FILL CORES SOLID w/3,000 PSI GROUT FOR 2 COURSES BELOW BEARING. 0 ADDITION U_ U_ U_ 10'CFS BOX BEAM in x 0 10"CFS BOX BEAM 0 1500 BRECKNOCK RD co < < < co W W W m m co m GREENPORT, NY 11944 x x X x m m C3 0 0 0 0 Cn U) co (n U_ TEMPORARY SHORING C) CD SEE NOTE#6 I I I 10'CFS BOX BEAM Issued For: /t7t 8 T�MPORARY SHORING PRICING SET S3.0 IS3.0 EE NOTE#6 1 — ——————————— —r_!�————— Date: 51/4"x11 1/4"2.0E PARALLAM PSL i i 12-23-2020 DATE RELEASE ———————————— 11-02-2020 PRICING 01-12-2021 03-04-2021 PRICINGEQUIPMENT MEP COORDINATION 5 1/4"x5 1/4"I.BE PARALLAM PSL POST(TYP) �TTMPORARY SHORING I 02-25-2022 ISSUED FOR CONSTRUCTION SEE NOTE#6 I I 06-03-2022 PERMIT SET W ZD > 0 06) Proj. No: 1310.01 Drawn By: Drawing Title: ROOF PLAN DAVID S.FOWLES,AIA NJ 21A101611700-DE S5-W7986-NY 04297841-PA RA409294 SIZE OF BASE PLATE GIVEN IN COL SCHED arc h itects THUS:THICKNESS x WIDTH x LENGTH PROJECTION BASE PLATE WIDTH TOP OF CONC 500 Minas Highway South Cherry Hill, NJ 03034 COLUMN&BASE PLATE (SEE COL SCHED) TYP 856 770 1060 ENCASE STEEL w/MIN 3" i (SEE COLUMN SCHEDULE) 4- _ _ _ o, c ANCHOR ROD SIZE O CICO I(C�-OrCI1.COrrl OF CONCRETE AFTER w PER SCHEDULE STEEL IS ERECTED = F- Z - — + o ISOLATION JOINT J c0 z (1/2"PREMOLDED FILLER) - DOUBLE NUT I .J TO CONC EL,_O_ - TACK WELD pill DA J (� °° ° ° (SEE PLAN) i (/� Z o d 2 x ANCHOR BOLTS 0 L j CC u, ANCHOR RODS I �` ( ) F-� I1I n, TYP ALL 4 SIDES LU o 000 VAPOR BARRIER ° ° �.° ° Ic5p 1=f? TO PIER (SEE COL SCHED) TUBE COLUMN c ANCHOR ROD DETAILS Z `^ '-4 (TYP)) \ r ° \ \ (SEE PLAN) (SEE COL SCHEDULE) S2.0 NOT TO SCALE u Z `^ o N o u �// 3/4"GROUT PLAN DWGS FOR WALL LOCATIONS) O J n=. >-a• ,ii ° o N 8"CMU WALL SEE ARCH w j M ° a 114"LEVELING PLATE < � Q o w o ^ —� • I ° `t I 4"SLAB ON GRADE = w - 3 SPACES @ 3 o/c F- > ,� z .. u c� CONC SLAB wl WWF � D� / — � w 0 ) (ADDL TIES) g " �UOI (� 1 D Z = u W E a z ANCHOR RODS,SEE— a i ° VERTICAL PIER REINF TUBE COLUMN a 1 0 COL SCHEDULE FOR SEE PLAN FOR �� u = v ( ) w W _, 314 CHAMFER REINFORCING AND 1 � ~ 6 m E Q (SEE PIER SCHEDULE) SEE SCHEDULE I = w = // //� LJJ N 0 g ^ L SIZE&REQUIREMENTS I o > o THICKNESS NEW FOOTING N (SEE PLAN) EXIST FDN WALL LJJ ('3 z F- ^' Q v " o _ w w w TOP OF CONC EL z -� 11/2"CLR a_ v Y Y FIN GRADE 6 ° z o `D i _ a s g (SEE PLAN) (VIF) Z O L„ ,� PIER TIES ° (TYP) % a W U U (SEE SITE DWGS)� d ° FOOTING REINF J Z 00 "' SEE PIER SCHEDULE- ° d ° - ( w o / \ ° EXISTING NEW (SEE PLAN& ( -) ROUGHEN SURFACE v) \ \/ a U i I. m xs ; \///�\// FOOTING SCHED) w Z Cn °' u i \\ #4 DOWEL @ V-6"o/c DRILL& ' ° a ° a g o W z DOWELS TO MATCH VERTA *4 / ° PIER REINFORCING d \ EPDXY INTO EXIST CONC SLAB ° ° n //, \/\ ° w = U (PROJ PER SCHEDULE, TO CONC FTG OR PIER Z #4 @ 12"HORIZ USING HILTI HIT-HY 200 ADHESIVE. W 0 U EMBED MIN 6 AND PROJECT 18 ° 40 BAR 0 MIN.) (SEE PLAN) ° (CENTERED) EXIST SLAB " ° a ° f- Q ° ( I �' NEW SLAB ON GRADE TO #4 DOWEL x 1-0 @ 12"o/c °d ° z (9 ON GRADELU a s . . ' ° °. .° " 30" ° MATCH EXIST FIN FLOOR EL INTO EXIST FTG @ MID-DEPTH ° of J ,l ` • • °� ^ o (VIF) EXIST FIN FLOOR EL LU u ° ANCHOR RODS #4 12 ° USING HILTI HIT HY 200 ° ° U Z BO FTG EL ° . ° °� I F1554 GRADE 36 @ M ° o (VIF) ADHESIVE(6"EMBED) ° ° ° ° `' w (SEE PLAN) \ \ \ I (SEE SCHEDULE) d \ \ MICHAEL A. BEACH M FOR FOOTING SIZE&REINF BOTTOM OF NEW FTG EL 21 " PROFESSIONAL ENGINEER TO MATCH BOT OF EXIST 2-0 EXIST CONT WALL FTG NJ LIC. NO.24GE03101500 \ \ // SEE FOOTING SCHEDULE SECTION FTG EL (VIF) A TYPICAL COLUMN FOOTING WITH PIER DETAIL B TYPICAL BASE PLATE DETAIL D TYPICAL TURNED DOWN SLAB DETAIL E SECTION F SECTION S2.0 NOT TO SCALE S2.0 NOT TO SCALE S2.0 SCALE.314"=V-0" S2.0 SCALE:3/4"=V-0 S2.0 SCALE:3/4"=1'0" rJ COL OR WALL FTG SEE PLAN i I CONVENTIONAL BACKFILL SLAB CONTROL&CONSTRUCTION PIPE TRENCH C `' JOINT PATTERN(SEE TYPICAL i �' P G C O I V I C SEE � SLAB ON GLADE DETAILS) � A LANDING PLAN PIER PROVIDE 112" POLYURETHANE SEALANT BASE PLATE PREMOLDED FILLER i FOUNDATION WALL (AT EXPOSED SLAB ONLY) D (NP) SEE FDN PLAN) 114"WIDE SAW JOINT SAWN 4-12 HRS BLDG WALL&FTG I o 2 HSS OR WF COLUMN (SEE CONC FLOOR SLAB AFTER CONC IS PLACED. FILL w/ 1,_0" \ �� PUB DINING _ (SEE PLAN) ARCHITECT APPROVED SEALANT. - —I PROVIDE BOLSTERS AS REQD (TYP) I \�\ �\/ \/ & PORCH + _ _ SO THAT WWF IS SUPPORTED t/3(MIN) \\\ D I AT THIS CLEARANCE. \� \ ADDITION THROUGHOUT.SELECT \ , o /\ \// FILL PIPE TRENCH w/LEAN MIX CONC / -4"MIN 4"MIN STANDARD BOLSTER HEIGHT ° ° \ \ o 0 2000 PSI.LENGTH OF LEAN MIX CONC D. (TYP) (TYP) TO SET WWF IN TOP THIRD t/4J SEE PLANS=t , D e @ WALL&COLUMN FTGS=COL FTG o OF SLAB °° ° d ° _ --�,------------------° LENGTH+T-0"EACH SIDE(TYP) ISOLATION JOINT ISOLATION JOINT _ _ _ __ _ _- __ --- ---- ---- - -- --- 1500 BRECKNOCK RD _ - - - - _ - o ���/ �\ /� PIER _ _ _ _ - - --------------------------- - PROVIDE: 1/2" BASE PLATE ��/ /�\/\/\ ^\��� \/\ \\ GREENPORT, NY 11944 CRUSHED STONE / \ \ \ \/ �VAPORBARRIER /�. � �� UTILITY PIPE PVC SCH 40 PIPE,SONOTUBE,OR PREMOLDED FILLER \ \/�/� �\\��\ TYP,UNO) FILL PIPE TRENCH w/CONC TO BOTTOM OF APPROVED EQUAL 1 1/2"LARGER (TYP) (SEE PLAN) ( PVC SCH 40 PIPE,SONOTUBE OR FOOTING,USE LEAN MIX CONC 2000 PSI THAN UTILITY PIPE APPROVED EQUAL 1 1/2"LARGER CORNER COLUMN INTERIOR COLUMN EXTERIOR COLUMN UTILITY PIPE TO AND FROM BLDG THAN UTILITY PIPE SECTION A-A TYPICAL CONTROL JOINT (CJ) TYPICAL DETAIL @UTILITY PIPES G �fYPICAL ISOLATION JOINT DETAILS H FOR SLAB ON GRADE TYPICAL DETAIL UTILITY PIPES UNDER WALL FTGS K ADJACENT TO COLUMN OR WALL FOOTINGS S2.0 P40T TO SCALE S2.0 NOT TO SCALE S2.0 NOT TO SCALE S2.o NOT TO SCALE Issued For: PRICING SET Date: 12-23-2020 DATE RELEASE 11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING 02-25-2022 ISSUED FOR CONSTRUCTION 06-03-2022 PERMIT SET 5/16 5/16 L4x4x3/8 (LEN=COL WIDTH) 1/4 1/4"CAP f'L 16 0 TYP HOOK 1/4 TYP 5116 _ _ _ _ _ _ _ WF BEAM i (SEE PLAN) ;I I HSS BEAM (SEE PLAN) L8x4xl (LEN=COL WIDTH) #5 x 5'-0"LG "V"JOINT ° $ ° CTRD IN WALL FILL WITH SEALANT PIER SEE PLANS FOR ° � NOTE:LOCATE CONTROL SIZE AND REINFORCING ° 3/8"T w/STANDARD FULL DEPTH SHEAR CONNECTION I i TYP OUTSIDE FACE: ° JOINT NEXT TO PIERS SIZE&SPACING OF ° ° 36 0 ° i ° d ° • CORNER BARS TO BE ° LAP OUTSIDE FACE a . ° SAME AS HORIZ REINF HSS COLUMN PER d ° ° .Q ° ° ° COLUMN SCHED44 5116 ° ° ° ° . ° ° ° ° d HSS COLUMN PER 5/16 COLUMN SCHED STOP REINFORCING \_RENTONITEWATERSTOP ° ° d ° ° DENOTED THUS 13--ON PLANS STEEL AT JOINT (TYP) ; ° e HSS BEAM TO WF COLUMN Proj. No: 1310.01 REINF STEEL IS • .4 . SIZE&SPACING OF CONTINUOUS CONCRETE WALL CORNER BARS TO BE Drawn By: SAME AS HORIZ REINF 1/2"COLUMN CAP R R TYPICAL HSS BEAM TO COLUMN CONNECTION Drawing Title: TYPICAL CONSTRUCTION JOINT AT THRU JOINT w/(4)3/4"0BOLTS TO BEAM S2.0 NOT TO SCALE L CONCRETE WALL N TYPICAL CONTROL JOINT AT PIER P PLAN-TYPICAL CORNER BAR DETAILS STD ANGLE CONNECTION S2.0 NOT TO SCALE S2.0 NOT TO SCALE S2.o NOT TO SCALE (TYP EACH SIDE) i THIS DETAIL IS SHOWN FORWALLS WITH 2 LAYERS OF REINFORCEMENT 1/4 TYP. TYPICAL SECTIONS HORIZONTAL&VERTICAL AT EACH FACE OF WALL. DETAIL SHALL BE SIMILAR WF BEAM + i "V"JOINT FOR WALLS WITH(1)LAYER OF REINFORCEMENT HORIZONTAL&VERTICAL (SEE PLAN) + I I I 60OT200-54 METAL FILL WITH SEALANT CENTERED. TRACK TOP BOT i OUTSIDE FACE L7x4x3/4(LEN=COL WIDTH) i 1000S162-54 METAL STUD W/(4)3/4"0 BOLTS TO BEAM i i (2) 05162 ° ° Q . 114 I I HSS COLUMN PER ■ COLUMN SCHED 1/4 #12 METAL SCREWS REINF STEEL IS CONT THfZU JOINT LOCATE VERTICAL WALL REINF EACH SIDE OF JOINT DENOTED THUS 0—ON PLANS @ 6"o/c(TYP) TYPICAL CONTROL JOINT M AT CONCRETE WALL Q TYPICAL MOMENT CONNECTION DETAILS s TYPICAL BOX BEAM DETAIL S2.0 NOT TO SCALE S2.0 NOT TO SCALE S2.0 NOT TO SCALE DAVID S.FOWLES,AIA NJ 21A101611700•DE S&0007986•NY 042976-01•PA RAd09294 " K . A a r c h itectS 1"WOOD DECKING 500 Kings Highway South Cherry Hill, NJ 08034 856.770.1060 6x6 PT WOOD POST (3)2x12 PT office a@kd-arch.com CONT c 2x12 PT JOISTS @ 16"o)c U 4'-0" CC4.62-5.50 METAL • �_LUS210FACEJ J ('3 COLUMN CAP BY MOUNT HANGER LUS210 FACE MOUNT (� Cc o0 1/2"0 A307 BOLT(@ WF BEAMS) SIMPSON HANGER(TYP) 1"WOOD DECKING W W o oUj 00 to N 112"0 HOLLO BOLT(@ HSS BEAMS) (2)1/2"0 BOLTS g @ 2'-0"olc 2x6 X-BRACING w/ 2x12 PT JOISTS (4)2x12 PT Q Z �; ^ n 2 1/2"0 SDS LAG C0 • _ _ _ _ SCREWS TO POST U Z `" o � u • • SIMPSON ABU66Z w/ rO^ W > o N (1)518"0 HILTI KWIK Q � o z N BOLT TZ(4"EMBED) u (3)2x12 PT •• ' HIT HY 00 NJECT ON ADHES�E j > o LL -0 o n r n 2-0 2-0 CONT 2x6 PT CONT PLATE w/1/2"0 c ANCHORS @ 24"o/c(4"EMBED) Z ? u L) w rn E o z 00 HIT-HY 200 INJECTION ADHESIVE °° � n " Cc LU m 1 WOOD DECKING p ANCHORS @ 24"o/c(4"EMBED) p 1-10 4"SLAB ON GRADE L.LJ Cn � o g N w TYPICAL WOOD PLATE ATTACHMENT TO TOP 3A CL SECTION 2x12 PT JOISTS @ 16"o/c w/WWF(SEE PLAN) �u (� o ^' F- ^' & BOTTOM FLANGES OF ALL STEEL BEAMS n_ , n FIN(SEE FIN(SEE Z Z = 10 Q S3.0 SCALE:3/4 =1-0 Z a w SEE CIVIL) (SEE CIVIL) ° TOP OF CONC EL u' (SEE PLAN) J z_ � S3.0 NOT TO SCALE ° ° ° , Z q a u Z a FIN GRADE ° q 30„ W ° (SEE CIVIL) a #4 @ 12"o/c z, 'T 41 LUS210 FACE a VERT co o m BIG FOOT FORM BIG FOOT FORM MOUNT HANGER @ " (SEE FTG SCHED) ° ° ° (SEE FTG SCHED) ° #4 12 o/c HORIZ MICHAEL A. BEACH x x x x a 4 d ° PROFESSIONAL ENGINEER x x x NJ LIC. NO.24GE03101500 H4 a BOT FTG EL BOT FTG EL o (SEE PLAN) // (SEE PLAN) \ / ° a N x x (2)2x6 w/(2)1/2"0 THRU BOLTS x x x x (THRU 3 MEMBERS)ON EA SIDE x x 3 SECTION 4 SECTION 5 SECTION 2x6 X-BRACING w/(2) OF INTERSECTING MEMBER 1/2"0 SDS LAG SCREWS S3.0 SCALE:3/4"=V-0" S3.0 SCALE:3/4"=V-0. S3.0 SCALE:3/4"=1'-0" TO POST(TYP) 2 SECTION S3.0 SCALE:314"=V-011 PECONIC 6B LANDING EDGE OF SLAB S3.0 PUB DINING 12" & PORCH CREATE POCKET r FOR ACCESS/ MAINTENANCE ADDITION � CONT(2)2x6 PLATE 1500 BRECKNOCK RD sc - 10"Box BEAM. GREENPORT, NY 11944 SEE S/S2.0 i 14"x8"GALV R q 44 PT WOOD POST& HSS4x4xl/4(GALV)w/(2) 1/2"0 GALV THRU-BOLTS TO POST Issued For: 6A SECTION PRICING SET S3.0 SCALE:11/2"=1'-0" 5114 x 11 1/4"PSL Date: 2x4 LEDGER w/#12 SCREWS 12-23-2020 @ 16"o/c(TYP) DATE RELEASE 2x4 JOISTS @ 16"o/c 11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION 6x6 WOOD PDST 03-04-2021 PRICING 02-25-2022 ISSUED FOR CONSTRUCTION HSSEix6xl/4(GALV)w/(2)112"0 06-03-2022 PERMIT SET GALV THRU-BOLTS TO POST 6x6 PT WOOD POST 6x6 PT WOOD POST 6A 12x61/4"GALV R 14"x8"GALV R S3.0 318"0 KWIK BOLTS 3/8"0 KWIK BOLTS A- 4"SLAB ON GRADE BY HILTI(4 LOC) BY HILTI(4 LOC) W/REINF(SEE PLAN) i TOP OF CONC EL (SEE PLAN) a a I a in • I , q I oQ a1 -I ^ I I I M r 1/2"0 THRU I ——— 1 N 1 -1 BOLTS(GALV) I I 1/2"0 THRU I I BOLTS(GALV) I I I I I i I 358S162-43 @ 16"o/c(TYP) I I I I I • 1 I c� I 1 • a HSS6x6x1/4 j j I I . 1/4N3-121 EXIST 8"CMU WALL(VIF) 1 4 ° (GALV) I I I 1/4 V 3-12 HSS6x6xl/4 FOR INFO NOT SHOWN, j d I ° j I (GALV) 358S162-43 METAL W8(SEE PLAN) SEE SECTION 51S3.0 I I Q .. I I I I I JOIST @ 16 o/c 2" –– xx x \ R 1/2"x7"xl" (4)#12 METAL x x 3/8"T (WALL ATTACHMENT BY OTHERS) Proj. No: 1310.01 • R1/2"x7"x7" SCREWS(TYP) Drawn By: 358T12543 CONT 14 GA METAL CLIP ANGLE Drawing Title: 11 W/(2)0.157"0 HILTI PAF TO g METAL TRACK(TVP) 1'-6" BEAM&(4)#12 METAL SCREWS TO METAL JOIST 6 SECTION 66 SECTION 66& SECTION 7 SECTION SECTIONS & DETAILS S3.0 SCALE:3/4"=1'-0" S3.0 SCALE: 11/2"=1'-0" S3.0 SCALE: 11/2"=1'-0" S3.0 SCALE:3/4"=1'-0" 8 SECTION S3.0 SCALE:314"=1'-0" DAVID S.FOWLES,AIA NJ 21 A101611700•DE S5-0007966•NY 042976-01•PA 84409294 107 D- A architects 500 Kinds Highway South 5.8 6.3 6.5 6.9 5.8 6.3 6.5 6.9 Cherry Hill, NJ 08034 855.770.1060 LSTA STRAP off ice@kd-arc .com BY SIMPSON I I i I I I RIDGE PLATE 2x10 2x10 (2)2x6 _ r I _ I SIMPSON LTS16 (TYP @ 2x6 STUDS) (2)2x6 CONT Z o 2x6 I I I TOP PLATE(TYP) I W � v,LU C) 2x6 2x10 ko 2x10 COLLAR TIE I 2x10 I Q co Z w 't n 2x6 BLOCKING(TYP) I I TO EA RAFTER rn E N � N OV V 2X6 @ 16"o/c I 0 Ll l > > �, o O N N Lm Ln (TYP) I I I I Q � p ONC b Z N 2x6 LATERAL BRACES @ 1/3 2x6 STUDS @ Q u " r POINTS w/(2)6d NAILS TO 16"o/c(TYP) > z U- b 1, N O SIMPSON H2.5A I STUDS(TYP) I Z m u UW - s Z (TYP @BLOCKING) (2)2x CONT (2)2x6 CONT � � ZD 7 rr, E o BLOCKING(TYP) Ln I BOT PLATE(TYP) I L V N Z ^ Q 0 °- .� I. Lm \.'• Z nom. O � w I I Z ? Z 2x12 CONT w/ 2 a v ( )6d NAILS 2x6 2x12 2x12 2x12 Z (n � u TO EA STUD W ZZ z I I I I = V I I I I W m END WALL ELEVATION 2 SECTION S3.1 SCALE: 1/4"=1'-0" S3.1 SCALE:1/4"=1'-0" MICHAEL A. BEACH PROFESSIONAL ENGINEER NJ LIC. NO.24GE03101500 5.8 6.3 6.5 6.9 LSTA STRAP LSTA STRAP BY SIMPSON I BY SIMPSON RIDGE PLATE I RIDGE PLATE I ( 2x10 2x10 2x10 2x10 I I I I I I SIMPSON LTS16 I i I I SIMPSON LTS16 TYP 2x6 STUDS TOP I (TYP @ 2x6 STUDS) I 2 2x6 CONT ( @ ) PLATE(TYP) I I TOP PLATE(TYP) 2x10 COLLAR TIE I. I I 2x10 2x10 COLLAR TIE 2x10 2x10 I I I TO EA RAFTER I 2x10 TO EA RAFTER I I I I I I I I I I 2x6 LATERAL BRACES ° 3 2x6 LATERAL BRACES @ 1/3 � 1/ I 2x6 STUDS @ I 2x6 STUDS @ POINTS w/(2)6d NAILS TO 16"o/c(TYP) I POINTS w/(2)6d NAILS TO 16"o/c(TYP) STUDS(TYP) STUDS(TYP) SIMPSON H2.5A I i I I (TYP @ BLOCKING) (2)2x CONT (2)2x6 CONT 5/8"CONT (2)2x6 CONT 5/8"CONTP E C O N I C BLOCKING(TYP) BOT PLATE(TYP) CONT SHEATHING I BOT PLATE(TYP) I SHEATHING 5/8"CONT 5/8"CONT SHEATHING SHEATHING LANDING SHEATHING 2x6 2x6 J9 h 2x12 2x12 2x12 2x12 2x12 2x12 PUB DINING I I & PORCH ADDITION 3 SECTION 4 SECTION 1500 BRECKNOCK RD S3.1 SCALE: 1/4"=1'-0" S3.1 SCALE:1/4^=1'-0^ GREENPORT, NY 11944 6.1 Issued For: PRICING SET LUS METAL JOIST H2.5 @ EA JOIST HANGER BY SIMPSON 2x6 @ 16"o/c I 518"PLYWOOD Date:12-23-2020 SHEATHING(TYP) DATE RELEASE d 11-02-2020 PRICING 01-12-2021 EQUIPMENT MEP COORDINATION 03-04-2021 PRICING 02-25-2022 ISSUED FOR CONSTRUCTION (2)2x6 CONT 06-03-2022 PERMIT SET 2x10 RAFTERS @ 16"o/c(TYP) 2x6 STUDS @ 16"o/c I I 6.9 5.8 6.4 6.2 xl x 2x10 RAFTERS A/ W12(SEE PLAN) I @ 16"o/c 2x6 @ 16 o/c 5/8"PLYWOOD SHEATHING CONT 2x12 SIMPSON LTS16 H10A METAL ANCHOR BY (2)2x6 CONT BOT PLSIMPSON H2.5A @ (2)2x6 CONT(SEE 1/S3.0) @ EA STUD EA RAFTER(TYP) SIMPSON @ JOIST C 6 Proj. N0: 1310.01 I 2x12 RAFTERS H1 OA METAL ANCHOR BY 2x12 RAFTERS @ 16"o/c(TYP) xx @ 16"o/c(TYP) SIMPSON @ JOIST (2)2x CONT BLOCKING Drawn By: X/ f I - - - - I � gW12 Drawing Title: allx I x + x x + + 16 GAMETAL CLIP ANGLE 2x12 WOOD BLOCKING x x I I + + + w/(4)#12 SCREWS TO WT5 r -xi &BOX BEAM BOTH SIDES 2x12 @ 16"o/c @ 16 o/c Ix x 10"BOX BEAM. 2x8 STUDS @ 16"o/c x x 2x12 WOOD BLOCKING w/(2) SEE S/S2.0 -\ 1/2"0 BOLTS @ 2 0 o/c EA (2)2x6 CONT(SEE 1/S3.0) 2x12 @ 16"o/c I 2x8 CONT w/1/2"0 BOLT SECTIONS & DETAILS 2x4 @ 16"o/c SIDE OF WEB(STAGGERED) 2x12 WOOD BLOCKING w/(2) x x @ 2'-0"o/c(STAGGERED) (2)2x6 CONT(SEE 1/S3.0) 1/2.0 BOLTS @ 2'-0"oh EA x x 2x4 @ 16"o/c X WT5x24.5 @ EA BOX BEAM SIDE OF WEB(STAGGERED) 7 x 1/4 I 1/4 CONT 2x6 TO BOX BEAM L4x4x3/4 w/(4)#12 SCREWS 1/4 CONT 2x6 CONT 2x6 1/4 I 1/4 I �W16&HSS6x6 W16(SEE PLAN)� I (SEE PLAN) 5 SECTION 6 SECTION 7 SECTION 8 SECTION S3.1 SCALE:3/4"=1'-0" S3.1 SCALE:3/4"=1'-0" 53.1 SCALE:3/4"=V-0" S3.1 SCALE:3/4"=1'-0" DAVID S.FOWLES,AIA NJ 21A101611700•DE S5-0007986•NY 042978-01•PA RA409294 s r11,1111 --------------- ---------- --,_------ --------------------_________ ___—_———_ —_.___———— --_—_--_--_--__---_— 1 } 360 CFM 360 CFM } 60 CFM I I I I I I 1 I I 1 I 10 1011 10110,/ I I I r1 0 � I a0 I I I I LANDSCAPE I I I I 360 CFM ill I I I I I I � ►— I,li f 1 I I I I X1,1 I VD v 10" 360 CFMif I 20 x 20 System#2 22 22 TERRACE 1 -------------- ------------ I w I I PORCH to -0 i A02 i I 1 1 i I I I I I 0 ----------------- ------ _ _ ----- ----------------- Lr -------------------- -------------------- -------------------- H L4 -------------------- -------------------- -------------------- I I I T I ® 1 1 I I I I i I 10x10 I I I I I I I I O O 7" vD O 7" VD O 1 i i 0 i i 0 BAR FM FM I 1 I I I I I I I LL —o A01 a I I I I I I --------------------- L------------_____---J --------------------- 0 -_----____---- 0 � O O O a0FO --------------------r r--------------------r r-------------------- PORCH I I I I LANDSCAPE I 101 A02 101 _ • • • I i 1 System Specifications I I I I I I I I i i i System#2 1 I I EXISTING --------------------- L___ _____J L_-_-------- ------- - u and Living Porch >o O O O PORCH Location Rooms I I I 1 1 1 I E03 I I I 1 ► Supply and Return 1 1 I II of Water from the I I I O I ( Mechanical Room l O 1 H I I I -- EXISTING I I _ I ----------------- ---- ----- ------------------ LIVING ROOM system Notes.: 10" E02 Design Loads Notes: Ducts Q *All trunk and run out ducts are to be rigid galvanized. Flexible a ITF- 1 10 x 10 3 VD Sensible Cooling BTUH 20,737 22,141 All equipment is to be furnished and installed in accordance with the New York 3 g ( ducts are only to be used at connection points W „ State land local Building Codes and the manufacturer's instructions.All O BAR O 7 VQ VQ FM O 7 FMO D 300 CFM 10 129 7 209 equipment is to be tested and balanced in accordance with the manufacturer's *All run out fittings are to be equipped with balancing dampers. I 8 Latent Cooling (BTUH) instructions and the air flows shown in the drawings. DINING ROOM A01 11 xisting * Run out ducts are 6" round galvanized unless noted p All work must be done in a neat and workman like manner. EXISTING Total Cooling (BTUH) 30,866 29,350 otherwise. Air Handlers and Compressor/Condenser Units * Duct sizes shown on the drawings are interior dimensions. DINING ROOM ( - -- - -- - - I — — — — — — — — —IL-J 1 I _ _I „ * Equipment is to be Carrier Equipment. * Floor joists/girders/trusses are not to be notched or cut. E04 O I O — —I O I I 110 69.8 48 *All equipment is to be installed in accordance with the manufacturer's Consult the Engineer regarding blockages due to floor framing I „ , —� I I Heating (MBH) members. I I I rt � •••� II I I Ret4r 1 VD specifications. I 6CkCl Ilillllll.Il The interiors of all diffuser and return duct boxes are to be - — — — — — — — — — — — - I I ► 300 CFM *Air handlers installed in ceiling spaces are to be suspended from the attic painted black. " I I framing. I I i I I I I Existin System Specifications * *The duct system is to be balanced to produce the airflows I I I I I err C The fans used in the systems are to be Electronically Commutating Motors shown in the drawings. I O I O I I I O I El X Air Flow CFM Part/Full Load 1,440 / 1,800 1,440 / 1,800 (CFM) (ECM). g I x * Supply Ducts are to be insulated with a minimum of R-8 1 I * Refrigerant is to be R 410A. insulation. I - — — — — — — — — — — — — - •O — — — - i I 1 All condensing units are to be equipped with Suction Line Accumulators. * Return Ducts are to be insulated with a minimum of R-8 11111 -_ - - _ = IJ I I VD * insulation. f 150 CF I 111 0 I I I I —�- Air Handler* FV4B005 FV4B005 Horneywell thermostats are to be used to control the system. I O I I O I- _ — J O ( Panned ducts are not to be used. I I t I 300 CFM *Verify the proposed location of condensers with the Architect prior to — installation 1 I I Existin Compressor / Condenser* 24ANB748A 24ANB748A All duct seams and joints are to be sealed with mastic. 7" _ — — — — — — — — _ — _ I I I * Furnish and install all signal and power electrical wiring. *All ducts are to be cleared of all construction debris prior to I t final completion. EXISTING I I 1 * Furnish and install all piping and pipe insulation and valves for heating in all Hot Water Coil ** AXW110 AXW110 units. I 1 20 x 20 System#1 22 x 22 Return ducts are to be acoustically lined. CORRIDOR _ I I O O 7" D O 7" O I I Zones 1 1 *All condensers are to be equipped with suction line accumulators. * Metal pan with float switch is to be installed under the air E05 VD vD10 x 10 14 x 14 16 x 16 fisting handler/system. Air Handler Equipment ValveO * Carrier Equipment *Condensate drain pipe is to be routed to a condensate pump VIRTUAL FISH TANK SERVER one Valve *Air handlers installed in the drop ceiling spaces are to be supported by the s•r :; The unit is to be equipped with a drain pan with a float switch. p Atlantic HVACR Equipment attic framing . SERVER :� ,,•..,..�.,: r- rom••th STATION 1--"-] -Ir ..,< I 000 0 0 p 0 O I;:.'':xr•rY'.rr'.:r:•..r.•;••.::':;�•'y.: M h is I Roo i II I jNot upply and Return *Aprillaire Model 700 humidifier is to be installed in the system in accordance Water from the with tlhe manufacturer's recommendations. oFFMechanical Room Aprillaire Model 2200 High Efficiency Air Cleaner is to be installed in the MENS �I 1 CO TS = _ lI 11 O O system. A 5 EO 1 17777 ,:;;,,. fi;1..�• tri.: r.�:;,, — I PASSAGE IVA 11 - _ _ ,Z AN R 0 --�� Design Data A04 O a A 3 , = � ---' I ---y — — EXISTING LO U N ( Outdoor Summer DB = 83° F C� �_ 0 AR 0 III I STING ( Outdoor Summer WB = 71° F PASSAGE ALCOVE 1 � ' ' L J III E01 L U NG E Outdoor Winter DB = 100 F � � 11--`1 ® II W O "I I I I Indoor Coil Entering Cooling DB = 75° F E08 , LL ❑ AL R . ��� II E01 �i I 1 Indoor Coil Entering Cooling WB = 63° F Relocated Diffus ', 11-L` I Indoor Relative Humidity Cooling = 50% O r' r� � ? < ru�ne�s,ten O i O �� O I Indoor Coil Entering Heating DB = 72° F XIS I NG -- Indoor Relative Humidity Heating =40% OM NS , I 2 FEOFJo � ti - 'l - > EXIST. ystem#1 om a 04 �O •I v w E stem#2 Corn ssor Condenser Notes: Eb 0 0 0 N U Diffuser and Grille Locations z z a a { t'N� - * Diffuser and grille locations are schematic and must be coordinated with the Architectural floor plans, ceiling plans and EXISTING Existing System 6 Air Handler EXISTING CORRIDOR COAT COATS CORRIDOR interior elevations on all relevant sheets. Thermostats Controls CORRIDO E09 A06 A06 E10 OCrestron CHV-THSTAT Thermostat -------------- -- Anemostat Model SLAD-75-1 -60"Slot Ceiling Diffuser- 1 Slots Anemostat Model SLAR-75-6-36 "- Slot Ceiling Return Grille-6 Slots Anemostat Model SLAD-75-3-36 "- Slot Ceiling Diffuser-3 Slots Anemostat Model SLAR-75-5-48"- Slot Ceiling Refejkitrille:5:,Slots`.',' Roof Plan Scale: 1" = 20'-0" Scale: 1/4" = 1'-0" `` �°•"r,��•p,;.;t��`t• �""• Condon Engineering, P.C. Peconic Landing Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State Education Drawn by : JJC g Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Sigsbee Road 1500 Brecknock Rd [A Professional Engineer,Architect,or Land Surveyor,to alter any item In any way.If an item bearing Mattituck New York 11952 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Greenport, New York Land Surveyor shall affix to the Item his/her seal and the notation"Altered by"followed by his/her Date : 6-6-2022 (631) 298-1986 signature and the date of such alterations,and a specific description of the alteration. r LEGEND 1. Provide all labor, materials, equipment, tools, and services for complete new electrical c TV JACK equipment for this project including: DT DATA JACK Drawing Notes: a. Grounding of all equipment. Q THERMOSTAT b. Cutting, drilling and patching as required for the installation of the work of this DUPLEX OUTLET HUBBEL HOSPITAL Review Notes on other Electrical Drawings. division. GRADE MODEL HBL8300, 120 VOLTS All work and material is to be in accordance with the National C. Wiring devices, outlet boxes and associated circuitry. DOUBLE DUPLEX OUTLET NUBBLE HOSPITAL GRADE MODEL HBL8300, --_ Electrical Code and local electrical codes. d. Exit lighting fixture modifications, outlet boxes, lamps, lighting controls and total 120 VOLTS I I installation including associated circuitry. I i 1 -All exposed wiring is to be in conduit. All other wiring is to be MC GFI DUPLEX OUTLET HUBBEL HOSPITALI type wire. e. Telephone and Data-These connections are to be coordinated with the the GFI GRADE MODEL GF8300, 120 VOLTS I communications contractor. I I 240 Volt Outlet Hubbell Model RR450FW 2. Unless noted elsewhere in the Specifications or Architectural and f. Temporary light and power service, and distribution system for construction Electrical Drawings, the following typical mounting heights above purposes. Hub el 3 Phase Model HUBW HBL9450A I Fire Pit I finished floor are required for the devices shown g. Nameplates labeling and identification of equipment, cabinets, wiring devices and WALL SWITCH - Hubbel HBL1221circuitry. - Switches -48 I I - Receptacles ---12" 2. All work shall be performed in accordance with the National Electric Code, New York State 3 3 WAY WALL SWITCH - Hubbel HBL1223 I I I - Telephone Jacks---12" Building, Energy and Fire code, Suffolk County applicable codes and all other applicable P1-6 NUOMBER N - PANEL AND CIRCUIT codes and regulatory publications. The heights shown shall be to the bottom of the mounting box unless I I otherwise noted. 3. Where discrepancies arise between codes, specifications, or drawings, the most restrictive TERRACE i requirement shall apply. -------------- 3 - Revise existing panel schedules as necessary. 4. All equipment to be installed in accordance with manufacturer's instructions, unless noted I _ otherwise. 4 -All communication cable is to be CAT 5 l 5. Obtain all permits required to commence work and, upon completion of the work, obtain and I ' deliver to the Engineer a Certificate of Inspection and Approval from the State Board of Fire 5 -All smoke and CO detectors are to be connected to existing Underwriters or other authority having jurisdiction. system I 6. Obtain all required approvals, inspections and certificates for the various systems as required GR- C,F1 by the town, local authorities and the owner. Provide an Underwriters Certificate at the completion of the project and payment of all fees and charges in connection with the work in I -------------------- this division. 7. Provide Certificate of Compliance from State Board of Fire Underwriters or other authority -------------------- -------------------- -------------------- having jurisdiction upon job completion prior to submission of final payment. I I 8. Provide daily cleanup of the work site from debris generated by the work of this contract. I Legally dispose of debris upon completion of all installation, lamping, and testing, thoroughly j I inspect all exposed portions of the electrical installation and completely remove all exposed labels, soils, markings and foreign materials. 1 I 9. Provide manuals, guarantees,warranties and equipment demonstrations to the owner at ----- completion of the work. 0 Pub2-17,19 0 --------------------i ------RORCH---- --� r------------------- - 10. All work shall be guaranteed by the contractor against defects or malfunction of equipment 1 I i I resulting from the use of inferior materials, equipment, or incompetent workmanship for a I ► A02 I I period of one year from the final acceptance of the contract, this date as determined by the LANDSCAPEI i i i I owner, in writing. all guaranty/warranty, unless noted otherwise, shall commence from that I I I I I I date. I I I I I I i 11. Furnish the necessary skilled labor, and equipment, for operating and testing the systems, as I System#2 I specified. --- ---------------J L---------------------J L---------- --------- 12. Verify all dimensions and conditions at the site. No extra compensation will be allowed J -I - �_ I because of differences between actual dimensions and spaces and sizes indicated on [71xisting I l drawings. Any differences found and their proposed adjustment shall be submitted for I I I ► I I approval before continuing with the work. I I I I I I I GFI I I I I I I I I 13. The locations shown on the drawings are generally schematic and approximate. Exact LI B RARY g g y pp locations, distances, levels, and other conditions will be governed by job decisions of the �"� ❑ i i i i A l - 17 Engineer. I I I I ' ' ' ' --- EXIT 14. Provide all labor and materials necessary for grounding connections as required by the ----------------- -------------------- ------------- National Electrical Code, State, local codes or ordinances and the power company. This includes the grounding of all apparatus furnished under other sections of the specification EXISTING and/or by the owner but installed and/or connected by the contractor. LIVING ROOM 15. Provide a temporary light and power system (as part of this contract) adequate for the 3 requirements of all trades during construction. Temporary system shall be disconnected and W xisting D E02 removed when permanent service is in operation. xisting LL Pub 1-4 16. All exposed wiring is to be in conduit. All other wiring is to be MC type wire. DINING ROOM 0 Pub 1-5 0 17. Conduits: sizes of conduits shall be as required by applicable codes. t�N 18. Provide insulated bushings on all conduits entering boxes or cabinets. L-J/L__J L-i L-iI Pub 1-12 j I 19. For individual exposed conduits passing through walls, install non-metallic sleeves to protect the conduit against action of alkaline substances, which may be present. �I ► xisting I 20. Power and lighting conductors number 8 or larger shall be stranded copper with type THWN I I�tpG III�III'lll��l � Pub 1-3 I I insulation (600 volt); number 10 or smaller shall be solid copper with type THHN/THWN 0 FI I I insulation (600 volt). All wire shall be#12 copper minimum unless noted otherwise. BARS Pub 1-6 21. Branch circuits shall be#12 AWG CU, unless otherwise noted on the drawings. Branch circuit LU I Outlets 18"Above Floor in excess of 50 feet from panel to center of load shall be#10 AWG minimum and as required v Z 0 A01 by code. Branch circuits in excess of 100 feet from panel to center of load shall be#8 AWG W W ( minimum and as required by code. N a Pub1-1 - m "o I i i 22. It shall be the responsibility of the contractor to see that the circuiting work is balanced on 3 r I I I I phases. Outlet a Jack High ( I I ° o = o o - ( j I Pub2-21,23 23. Test out and inspect all wiring in lighting fixtures, switches, etc., set or wired under this on all LL specification. Leave wiring free from any grounds, crosses, shorts, broken wire, etc., and leave all materials and apparatus in proper and satisfactory working condition. I I I 24. Tape all joints with rubber tape 1-1/2 times the thickness of the conductor insulation, then I cover with friction tape or vinyl-plastic electrical tape. I I Pub 2-2 I Pub-1 25. Outlet boxes shall be galvanized stamped steel or cast iron for exposed conduit work. Pub1-7 i I System#1 xisting CORRIDOR I I 26. In general, the mounting heights of the various outlets shall be as shown on drawings, Pub 1-8 uttet High on Wall Square D Model N00442L225CU indicated on the symbol list, or as listed below. In certain locations, the required heights will vary to accommodate equipment to be located properly in the Architectural drawings, or shall _ n Lockable Lighting S RVER SERVER be determined at the construction site by the Architect's representative. O 170 FOI Breaker Switch Panel g s TION STATION T Breaker ® Posltlon/Ckt# Use Breaker Size A B C Breaker Size Use Posltlon/Ckt# 27. All new service panels shall be identified. provide engraved nameplates (three-layer laminated OPTIONAL TV henolic, white letters on a black back round and fastened with counter oval head brass O O 0-1 1 Bar Point of Sale 15A 600 P 9 I- i Av Ic Spare 2 machine screws or rivets) of minimum letter height as scheduled below: MENS 3 Bar- Froster Chiller 15A 456 a. Provide tape labels, embossed adhesive tape, with 3/16 inch white letters on a black �g 4 background, only for identification of individual wall switches and receptacles. 0 0 _ Pub 1-31 h---� COATS der 25A '' 15A Bar Bottled Cooler I l = 5 Bar Blender 2,400 I i 29. Provide all necessary hangers, plaster frames, supports, conduit adapters, reducers, hooks, Pub1-19,21 I I� xisting 276 15A Bar- Refrig 6 brackets and other hardware required for safe lighting fixture mounting. Hardware shall have a �.., Pub1-17 �._ A05 , ctive non corrosive finI Inless st . .• 7 Bar Glass Washer 15A 648 `; ',' `' prote sh (sta eel or equal). l 10 Pub1-16,18,20 gill 11M, 300 Spare 8 30 PASSAGE o o Pub1-28,30 - . Material and equipment shall be new and shall bear the label of the underwriters'laboratories, Pub1-22 9 Spare inc., or other nationally-recognized, independent testing laboratory, wherever standards have 7r 7 77- A04 Pub1-14 0 - o Pub1-23 0 Spare 10 been established and label service regularly applies. 11 Spare X11 p t 12 �----� Pub1-29 , 1,500 20A Bar Rece Pub1-13,15 EXISTING 13 Pantry Microwave Coen 40A 3,600 PASSAGE I I ANTRY Pub1-24 - - ALCOVE I I LIJ CART ® II LOUNGE 600 15A Pantry Refrlg 14 A03 15 40A 3,600 ' LU II�� �� E01 E08 I ' TO RAG �� (( I Pantry Oven 16 ILLI 30A Y i9 17 Pantr Reachln R 2, , -' - - efr 15A 1,860 A07 L_J- 30A I 2,7 0 19 Pantry Dishw asher 40A 3,840 - 1 'r Pub1-25,27 III�� 2,760 `" 30A 20 ub1-33 I l��-� 21 40A 3,840 = 948 15A Pantry Warning Draw 22 ff 23 Pantry Toaster 20A 1,800 420 15A Pantry Refrig 24 Dlip 11 1 Pub 2-3 °z 25 Pantry Coffee Nbker 35A 3,456 ; xisting ---EXIST. ELEC. . CNT T 00 11 Iril""WWW" Spare 26 ww E 0 8 27 35A 3,456 U OD m 1,176 15A Pantry Soup Warmer 28 O O O U U 11 loll z z rz rL 29 Pantry Freezer 15A 276 1,176 15A 30 31 Pantry Soda System 20A 1,800 EXISTI NG Spare 32 COATS xisting CORRIDOR 33 Bottle Filling Station &Chiller 20A 1,800 CORRIDOR A06 E10 Spare 34 35 Spare I 720 15A Bottle Filling Station &Chiller 36 37 Spare :. l Spare 38 39 S are ;,„. p ' � 427 15A Pantry and Storage Lighting 40 41 Bar Lighting 15A 736 A <.._ 11M:11 1,222 15A Terrace and Porch Lighting 42 Total Amp Load 146.7 155.8 126.2 Total VA Load 17,6041 18,691 , 15,146 Scale: 1/4" = 1'-0" Condon Engineering, P.C. Peconic Landing Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State Education Drawn by : JJ C Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Sigsbee Road 1500 Brecknock Rd p Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway,If an item bearing Mttitk NYork 11952 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ewor Greenport, New York Land Surveyor shall affix to the Item his/her seal and the notation"Altered by"followed by his/her Date : 6-6-2022 auc(631) 298-1986 signature and the date of such alterations,and a specific description of the alteration, —————————— ---------- —————————— ---------- ---------- ---------- 3 F FX3 I I I I , I I I TERRACE I � , I I � LANDSCAPE I FX3 FX3 , I � I � I I I I , I , I I I I I I I , -------------- ----------- 3 FX3 FX3 171-ADJUST I CAMPING TO BE j AT 20° FROM VERTICAL AWAY FROM BUILDING ub2-22,24 i P.) p1F1 D1 F1 p1 F1 D1 ystem#1 ComipmssurfCondense, I 3 ystem#2 Co ressor/Condenser I FX3 --------------- ------------------ --- --------------- D1 D2 I D2 D2 I I I I I I ) I o Pub-2- 8,20 F1 F2 F21 I I I I D I --------- --------- -------- - --------- -------- ---------- I 0 D2 F2 F2 F2 D2 0 III ---------- ------- r------------------- r----------- ------ I I I I I I I I I - ❑ I I I PORCH i I I I z F 1 i 1 F2 i A02 i F I 1 I I D2 172A F2A F2A --------- ----------i r---------------------I r-------------------- I ID1 I I I I I I I F11 I I I I I I I I I 1 I I I ( I Roof Plan I ► F2 I F H ❑ I I I f I , Scale: 1" = 20'-0" I I EXIT Lockable Switch D2 D2 F8 Cabinet C F8 F8 J J 31 IW F7 F2 F2 F2 F2 F2 ( � � I I � U_ DINING ROOM o F5 EXI ING - - - - - - - - - - - - - - - - - - - - - - - - - DINI ROOM 1 E04 I F5 ( F5 ( F i i i Pub1-42 F2 F3 F3 I F3 77 F5 I 1 I I Lockable Switch I I 3 I Cabinet EXISTING F3 I F3 ❑ LIVING ROOM = F2 I I D3 1 E02 - - - - - - - - - - - - - - — - - - - , I I I I F3 I F3 I F3 1 -Dimmer emote Lightin riv - F2 I BA I F2 Pub-2 Lockable Switch Cabinet — — — — — — — — — - - — — — — — — — — — — — I Bar Located I Switches Refer to Arch Located In Panel A I Square D Model Q0124M150 EXISTING i Drawings For es Location of CORRIDOR Breaker Breaker E05 F2 F2 F2 C F2 F2 1 I —Di imer Position/Ckt# Use Breaker Size A B Breaker Size Use Position/Ckt# Pub1-4O ❑ 1 Perch Recepticles 15A 1,440 Lockable Lighting SERVER UAL FISH SERVER (T) I STATION OPTIONAL TV STATION 1,440 15ABar Recepticles 2 ® •• "�A,.45\ •�5,+ F11 F11 T :' �•��'':• `..`:: : ,•::��': 3 Storage Recepticles 15A 11260000 Spare 4 MENS - 5 Spare EXISTING F9 3 F Spare 6 MENS 111 I 7 Spare I�- I II 2 COT F2 V E06 05 Spare 8 9 Spare ,.. , ; o Spare 10 .,., PASSAGE II 2 I 1 11 Spare A04 _ EXISTING I I 1 Spare 12LOUNGE 13 Spare F9 F9 - - ( I I L1 �l =1 Spare 14 LJ i L _3 F2 III E01 15 Spare ALCOVE i © II 1 Spare 16 E08 i LL F II 1 I 1 17 Perch Air Handier 15A 648 C T 1 3,346 40A Porch Comp/Cond 18 _ STO G E I 1 19 15A 648F2CM ill „ 0 F F2 F2 1. - --�,'F-2A 7 3,346 40A 2 21 Bar Air Handler 15A 648Mrr EXISTING Comp OMENS 1 3 346 40A Bar /Gond - 22 E W • `'`'''� 23 15A 648 E07 j 3,346 40A F > EXI LEC. M• " Pub1 0 o E08 F2w v v m m U U > Total Amp Load 90.6 77.1 � 0001 " F2 z z o_ a Total VA Load 10,868 9,248 '• , 71 COMM EXISTING L COATS EXISTING A 1 - 16 CORRIDOR CORRIDOR E09 A06 E10 n?1• f .s'•, C i Wa P•Y .z \fig` 13 7' rte: s. Y Scale: 1/4" = 1'-0" Condon Engineering, P.C. Peconic Landing Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State Education Drawn by : JJC Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Sigsbee Road 1500 Brecknock Rd Professional Engineer,Architect,or Land Surveyor,to alter any item In anyway.If an Item bearing Mattituck NYork 11952 the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or ewor Greenport, New York Land Surveyor shall affix to the Item his/her seal and the notation"Altered by"followed by his/her Date : 6-6-2022 (631) 298-1986 signature and the date of such alterations,and a specific description of the alteration. To Irrigation / 1" IPS Yellow / ---------- ---------- ---------- Medium Density / PE 2708 Gas Pipe � I I / I I / i i • / I LANDSCAPE Connect to I 1 Existing Natura Gas Service TERRACE -------------- --------- - -- I II I I I I I I I I 1. General: I I -------------------- -------------------- -------------------- All work shall conform to the most current edition requirements of the New York State Plumbing Code, Mechanical Code, Fire Code and Property Maintenance Code of New York State and all Local Plumbing Code Ordinances, Suffolk County -------------------- -------------------- -------------------- Department of Health Services. 1 I I I I , 2. Domestic water piping: cold and hot water, Type 'L' Copper Tubing (ASTM-B88) with solder type fittings. Solder shall be I I I I New Copper 1 "0 lead-free 95-5 Tin/Antimony. CW 3. Valves: II i I Furnish all valves of Crane, NIBCO, Milwaukee or other approved manufacturer, as indicated on the drawings, or as may be L-____________________ required for the proper control of the pipe lines installed under these specifications, so that any fixture, line or piece of Q Q I apparatus may be cut out for repair without interference or interruption of the service to the rest of the building. All water ____________________-1 r-____________________-I r-____________________ I valves shall be brass 200 psi, cold water rated, unless otherwise noted or specified herein. all valves shall be of one I I I I I I I manufacture, unless otherwise specified herein. I I , PORCH i i i 4. Cleanouts: LANDSCAPEI I I I I ew Hose Bib I I I I I I I A02 i i I Cleanout fittings shall be extra-heavy pattern, cleanouts with heavy cast iron or brass screw jointed cleanout plugs. Provide I I I I I I I cleanouts in every change of direction in all soil, waste. ' EXISTING I I I I I I I I ____________________J L_________--___-_____J -____________________ 4"0 to Hose Bib 5. Provide and install no-hub sanitary, waste & vent piping cast iron piping (ASTM A888) for sanitary&waste above grade. • PORCH 6. Escutcheons and sleeves: where pipes pass through walls floor or partitions no. 22 gauge galvanized metal sleeves shall I I I --------------------i i--------------------- ---------------------i I E03 P P PP tightly stopping be provided and aces between sleeves and pipes shall be ti htl caulked with mineral wool or other fire sto in material, and seal with a non-hardening flexible sealing compound. Sleeves shall finish flush with both sides of wall, floor or partition. pipe sleeves shall be large enough to accommodate piping plus insulation. Also, provide split escutcheons I I I I I 1 1 I AR in finished areas. I I I I I LIBR Y HI I I I A l - 17 7. Pipe Insulation ' 1 ' 1 EXIT I I I I a. All piping shall be insulated with glass fiber pipe insulation/blanket with factory applied jacket. thickness shall conform to the following: • I ( Domestic cold water piping - 1" Hot& tempered water piping - 1Y2"Thick on 2"&smaller 3 W b. Manufacturers: Knauf, Type ASI-SSL, Owens-Corning "Fiberglas 25"for pipe covering and Zeston "one piece fittings," Childers Products Co. "Poncho,"OR Insulcoustic Corp. "Insulsure"for pipe fitting covering. • I 8. Insulation on all cold surfaces shall be applied with a continuous, unbroken vapor seal. Hangers, supports and anchors, LL LL that are secured directly to cold surfaces shall be adequately insulated and vapor sealed to prevent condensation. DINING ROOMo 1„ o EXISTING EXISTING 1 2 Cl Below Slab • I LIVING ROOM Rigid insulation inserts shall be installed as required under outside hangers. Inserts shall be of equal thickness to the adjoining insulation and shall be provided with vapor barrier seals where required. Insulation inserts shall not be less than DINING ROOMi i ( I E02 the following lengths: I I E04 I inch to 21/2-inch pipe sizes: 6 inches long - - - - '/sI I o ;..,..,,...,,.,: c:: 7. I , � 9. Plumbing fixtures: � ����C 61�III'lllllll I I I I I ' I a. Furnish and install complete all new fixtures and fittings as shown on the plumbing fixture schedule. 2"Cl Below Slab— I " CI Below Slab , I ( 1 III \\ BAR b. All exposed metal work at fixtures shall be brass, heavily chrome-plated. all trim Shall be manufacturer's brass. \\ A01 I c. Warped or otherwise imperfect fixtures will not be accepted. \ Li II d. Every fixture shall be equipped with hot and cold water supply shut-off valves, (stops) satin finish, chromium-plated Cl Below Slab i i where exposed. Shut-off valves and hydrants in toilet rooms shall be key operated type. 6" PVC Conduit for I \ pl I i i I Syrup/Water Bundle _ I e. All fixtures shall be white unless otherwise noted from Bag in Box 11 I ii I ' I _-_-_� Location to Bar 11 U&h 111 HE ' ° I I • I f. Provide and install air chambers for water closet cold water supply. Air chambers shall be Josam Absorbotron#75000 or I ( approved equal. install as per manufacturer's recommendations I I New opper I z I I g. Where required, provide and install chair carriers for all plumbing fixtures. h. Pipe hangers &supports: manufacturer: clevis type and roller type hangers shall be as manufactured by ITT Grinnell CW —Z— - — - — - — - — - — - EXISTING 1 •" PVC Below I Co., Central Iron, Leifried, or equal. New Copper a"0 Slab \\ • CORRIDOR Wand \\ 4 Cl Below Slab I 10.Inspection &Testing: CORRIDOR Connected to Bar E05 4 '0 HW \\ and Pantry Waste a. When the drainage and water piping installed under this contract has been completed, and prior to covering or . \\ concealment, make the following tests: SERVER VIRTUAL FISH TAN(\ SERVER O . O I STATION OPTIONALTV STATION • The waste and vent systems shall be filled with water and proven watertight prior to covering or concealment, as per N.Y.S. Plumbing Code Section 312. • per a��� O New Copr�r • 0 0 o CW and ° O I II I AWRACK • Completed sanitary drainage and vent systems shall be tested and proven gas tight as per N.Y.S. Plumbing Code a"0 HW Down Wall �� 312. EXISTING and Below Slab to I Section Pub Bar and in ° �� • Domestic water piping shall be subjected to testing as per N.Y.S. PLUMBING Code section 312 shall be free from MENS Walls in Pantry I r�I 1 COATS = = leaks or other defects. � I Existing 2 2"0 CW, 1 2"0 HW and EO I) A05 • No caulking will be permitted. all leaks must be repaired by replacement of piping. 2"0 HWR ' ' 4 1 I b. Prior to installation of any sanitary piping and systems, the contractor shall notify the local plumbing inspector for the PASSAGE PANTRY I — — — inspection dates. All work under this section shall meet the requirements set by local building department regulations, A04 I I including all necessary permits. A03 I 12.Cleaning: r - EXISTING After all plumbing fixtures and equipment have been set and ready for use and before leaving the job, thoroughly clean all L__J r-I� — — fixtures, removing all plaster, stickers, rust stains, and other foreign matter or discoloration of fixtures, leaving every part in �I� I' III LOUNGE acceptable condition and ready for use. PASSAGE ALCOVE I I L'J I 1 I E01 1 8 1 o��- II S E08 25 WALKER 1 SCOOTE_�S Li I I A07 -� o i i IF Xisi ING L — J OM NS Ex = EO :., . o . : o � 1 0 °EXIST. ELEC. W w E U Bar Server Pant Cart Storage y .1 U ..,. ,. 000 . I Z Z a a Station Air Air Air Air Storage Fillers Storage Fillers Glass Admittanc Admittance Bottle Admittance Admittance Drain & Drain Drain & Drain Washer Air Valve Valve Filler Valve EXISTING EXISTING Valve Board Admittance Warewasher Board Board Board Sink Valve S k Sink CORRIDOR CORRIDOR xisting 4" Below Slab LCOATS CORRIDOR Sink lender I e Chest `� efrig tation E09 A06 E10 Co1 1 "CI 1/2"Cl C C Co CO CO YJA\ 1 1/2"CI 1 1/2"Cl 11/2"Cl 11/2"CI 3 11/2"C111/2"Cl 1 1/2"CI 11/2"Cl 11/2"Cl 11/2"CI 11/2"CI xisting 1 1/2"Cl /2"CI 4" CO 4"CI 4"CI Waste Plumbin Riser Drawin ~ '�W} ' ' g g y� -�_ Scale: 1/4" = 1'-0„ Condon Engineering, P.C. Peconic Landing Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Drawn by : JJC Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Sigsbee Road 1500 Brecknock Rd Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Mattituck, New York 11952 Greenport, New York the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Date :6-6-2022 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her (631) 298-1986 signature and the date of such alterations,and a specific description of the alteration.