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HomeMy WebLinkAbout50492-Z e souryO!° Town of Southold * * P.O. Box 1179 53095 Main Rd °�y�ouxrr Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46401 Date: 08/14/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2345 Route 25 Greenvort, NY 11944 Sec/Block/Lot: 3 5.-1-27.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/14/2024 Pursuant to which Building Permit No. 50492 and dated: 03/29/2024 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 to an existing single-family dwelling which include a three- seasons 'sunroom, and "as built" additions and alterations; also including a habitable third story, with fire sprinkler system, as per ZBA #7961 approval dated 11/21/2024. The certificate is issued to: Noblehouse Seaport LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1731 8/5/2025 ELECTRICAL CERTIFICATE: 50492 8/12/2025 PLUMBERS CERTIFICATION: Kenneth Cordero 7/23/2025 Autho ed S ature i orsouTyo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT . ' .� TOWN CLERK'S OFFICE Cowl,��� 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#: 50492 Date: 03/29/2024 Permission is hereby granted to: Noblehouse Seaport LLC 1970 Straits View Dr Tiburon, CA 94920 To: Constructscreen porch addition and alterations to an existing single-family dwelling as applied for per SCHD approval'zAmended.01/03/25--to-legaliz`e_habitabJe_third-s`�o�ith-fire-sprinkler system; tni erior s;a_Iterat___ ions-and��porch-to-a-three-season-addition-as-p-erZBA.approva' . Premises Located at: 2345 Route 25, Greenport, NY 11944 SCTM#35.4-27.2 Pursuant to application dated 02/14/2024 and approved by the Building Inspector. To expire on 09/28/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,357.50 CO-ADDITION TO DWELLING $100.00 ELECTRIC -Residential $200.00 C-Ame►tdment�Fee , T24.00 ffFireSprinkre-_EResidential -- �300.00 Total $3,081.50 --mod I L Building Inspector �SUF 01 TOWN OF SOUTHOLD moo uy BUILDING DEPARTMENT cn �� TOWN CLERK'S OFFICE Wp . 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#: 50492 Date: 3/29/2024 Permission is hereby granted to: Bluebird No Fo LLC_ 209 W 97th St New York, NY 10025 To: Construct screen porch addition and alterations to an existing single-family dwelling as applied for.per SCHD approval. At premises located at: 2345 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 35.-1-27.2 Pursuant to application dated 2/14/2024 and approved by the Building Inspector. To,expire on 9/28/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,357.50 CO-ADDITION TO DWELLING $100.00 Total: $1,457.50 Building Inspector OF SO!/r�,ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY l 1971-0959 �� • �o Jamesh D-southoldtownny.aov � "C4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Noble House Seaport LLC. Address: 2345 Main Road city:Greenport st: New York zip: 11944 Building Permit#: 50492 Section: 35 Block: 1 Lot: 27.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Harvard Electrical Con. Electrician: David Anderson License No: ME-47017 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey 3rd floor X Garage INVENTORY Service 1 ph 400a Heat Duplec Recpt 128 Ceiling Fixtures 47 Bath Exhaust Fan 9 Main Panel 200a Hot Water 2 GFCI Recpt 23 Wall Fixtures 50 Smoke Detectors 5 Main Panel 200a A/C Condenser 3 Single Recpt 3 Recessed Fixtures 53 CO2 Detectors Sub Panel 3rd fl $oa A/C Blower 3 Range Recpt 1 Ceiling Fan 2 Combo Smoke/CO 10 Sub Panel 2nd fl $Qa UC Lights 2$ft Dryer Recpt 3 Emergency Strobe Heat Detectors sub panel base 40a Switches 111 4'LED Exit Fixtures 11 Sump Pump other equipment 1 well pump, 8 gas fireplaces,1 fridge, 1 mini fridge,1 ice maker,1 warmer draw,1 mica 2 dishwashers,3 washers,1 oven dual fuel,1 hood,1 garbage disposal,1 erv,1 ev charger, Notes: 3 condensation pumps,17 15a afci breakers, 27 20a afci breakers,9 20a dual funtion breakel 8ft plug mold outlets HOUSE Inspector Signature: Date: August 12, 2025 2345 main rd house Town 11611 Annex gym, V Telephone(631)765-1802 54375 Main Road h � . - P.O.Box 1179 a Southold,NY 11971-0959 ` BUILDING DEPARTMENT TOWN OF SOUTH OLD CERTIFICATION Date: a'S r Building Permit No. ��Q Owner: ���t (Please print) 3V� Plumber: leaseprint) BKoWa of SOU I certify that the solder used in the water supply system cont nos 11 s than 2/10 of 1 o ead. f (Plumbers Signature) Sworn to before me this r ?::Iyd r day of 20� pOSHENIBALRO% w York Notary public'State of Ne } N0.01BA6398292 Qualified in Suffolk$0 t ep 2y 2027 My Commission Expires Notary Public, ,0(1�, County _ 1 qso # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. -FOUNDATION_2ND [ YIN ULATION/CAULKING [ ] FRAMING /STRAPPING .[ FINAL 4,ej6�. [ " ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL tt REMARKS: kouket Glgj��=1 111.601K ion c &t �vrevN 4akA 130 q. c5uo lee, G,c,�han m �a o u�5l,je, " Z P, c ooe,. Do0� q w I r Jow 42.,t6f(&4C4vf_,_5 a-s e4. t, f� �n5 ae iovt -pffArik.lUiA, I�.o d!L 44 C. O. DATE INSPECTOR pF SOUIyO� �o q a 3'1 J TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [x] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a C fs a- ddo( t4k 40A DATE Z a INSPECTOR � qq �O� SO# # y � TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION - I FOUNDATION 1ST/ REBAR ' [-,�ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING �RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY'- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: )VaD�-GVl l l uwt,lob o arl S&V 0yK GZ� b es /ma c on�s DATE 9 / `off INSPECTOR SO(/lyO� SC -l q '2- 2-3 Lq # # -TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 J NSP.ECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: Ja FAA 17 &5ll%-- lAZ[f_Q__ JA k4t-kdA \AZ I OzA Pla tk_ 1'V . ,� JIC ref elltnxi t4ad- loaAef ol 7j DATE 1 b INSPECTOR <� 60 OFSoUTyO� _ * ' TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. -] FIRE SAFETY.INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION J` ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: NW-4) ►n5v(0-A a dAv T c�,Q-cal w�Q �. �2(�n,4 �v ��avi a�L ►�.�s���,�,�c._ �- � DATE /d / INSPECTOR Z� I �OE SOOT # * TOWN OF SOUTHOLD BUILDING DEPT. Couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION pLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . /[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: q-2-4e;l 2 C DATE INSPECTOR SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 PEC TI O N INS [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSU ION/CAULKING [ ] FRAMING /STRAPPING [ ] F AL [ ] FIREPLACE. & CHIMNEY [. FIRE SAFETY INSPECTION [ ] FIRERESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL �l/ldl'h � y REMARKS.• n r - IAil 'TE I INSPECTOR i i yC ��N •M 1 I ��� �� 'r-' �S !. �� , f,�F 1 From: Pontino, Susan susan.pontino town.southold.n .us Subject: Noblehouse Seaport, 2345 Main Rd, Greenport Date. Jan 3, 2025 at 11:08:49 AM To: Jeff@jefflax.com Cc: surchin@mac.com Good afternoon, The amendment for the alterations including the habitable 3rd story has been approved as well as the fire sprinklers for building permit#50492. The fee due for the amendment is $1124 and $300 for the fire sprinklers for a total of$1424. Thank you. Susan Pontino— IE Senior Office Assistant Soutko{d Town BUlIJin t t De armen g P �p,N 1 4 202` PO Box 1179 Southold NY 11971 5%;jIdtng asp�thoi !d " 63]-7�i5-1 SQ2 Town o V r Anne Surchin Architect tJ LLQ JAN 3 2025 To: Southold Town Building Department 54375 Route 25 Southold, New York To Whom it May Concern: After conferring with the engineer of record, Nicholas Cianciotti, this letter is to confirm and certify that the sprinkler system upgrade for the residence at 2345 Main Road, Greenport, NY is in complete compliance with the 2020 Residential code of NY State, section NFPA 13-D and the required amendments of Appendix J AJ601.8.3. Sincerely, olvlo� / Anne Surchin, R.A. P.O. Box 1201 SOLIthold, New York 11971 Tel: 631-765-6364 Fax- 866.370.3806 i, s0 92. Anne Surchin Architect JIDECEiVE JUN 1 8 2024 nflrl Of June 17, 2024 Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Lax Residence Renovation/Addition This letter is to certify my field observations of the footings with rebars, foundation walls with vertical rebars and form ties at the Lax Residence, 2345 Main Road, Greenport. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements, as filed,under the 2020 Residential.Code of New York State. Attached,please find,photographs of the installation. Respectfully submitted, avvLe" 1;w. Anne Surchin, R.A. A. Oc n �C 5 r•5 lx�J. lis -- t - 0 z. .',yam k: - e 1 TJ r: .:... ,{.ram ',. 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W`. +�' �•.Y'4.,.,,ah' y,��"t^ �� .�^ 'fit :..mow" µ tip"r i v t► fi S "44 rl r LILY `w 1 ��. ter... �' J•' e. " r , d b%" r.. ^a g s =L. M r S i . ,. � +mil. ✓. "�'I'" a ti rw -dam k 0 k ...$�..�r.., d, tom: • .may.' - v „y � �� m � 1 t� NA i r•ri,l .� is . — ,.r � ,� ,4 -Z777 41 ,•t' -� rJ•� bz' 'r 1 • x p. � S n n ' Y Y e ro A T Y r -44 n- met fy �. Nd Ir ' s � r 1 CT Architect PC July 23, 2025 2345 MAIN RD GREENPORT, NY This letter is to certify that ALL insulation at 2345 Main Road is Rockwool R-15 per approved plans and meets the 2020 Energy Conservation Construction Code of New York State ("the "ECCCNYS"). Sincerely, a A S.TA yl,• --1 2,25 yo Foy NEB a Cary Tamarki n, RA rg0ep�i�d B�o�no&so PO BOX 484 I Shelter Island, NY 11965 1 347.489.2177 1 www.tamarkinco.com Anne Surchin Architect I'D MAR 1 9 2024 March 19, 2024 Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Lax Residence Renovation/Addition, 2345 Main Road, Greenport, NY 11944 This letter is to certify the corrected calculations of the total Gross Floor Area consisting of 4726 square feet of habitable space plus 421 square feet for the unconditioned porch for a total GFA of 5147 square feet. Sincerely, Anne Surchin, R.A. Affo 0' 0 E`N P.O. Box 1201 • • • : 1 80 xorc)Oyn 4r�) V-f,5,5 tltl-S�-{{t , 1 PD frs-rv�& uunit' ctc%en-5 1 � d�S 'i Yi /��CJ_!i ;y �`' EJ � ') MAR 2 2024 � J IBUHIDWG DELFT. Green Mountain Window CO TOKN Cy17 S30 U,TH,f.L331 Having Trouble Finding Traditional Style Windows That Meet Egress Code? Problem Solved! 31 tu q I , d 4 t i 1 4. Ry, ;°1 rMleM4 ;S ,M—a 1 s. � i�€� �,� swLmct w r," •,�, Green Mountain Window's DH Style Egress Window' Meets Egress with Windows As Small As 2-Ox3-10 Sash Size (2' 2" x 4' 0" Frame Size) Matches the Glazing of a Double Hung with Offset Glass for Top and Bottom Lites Matches the Dual Sash Appearance of a Double Hung with Offset Sash Plane on Exterior Available as a new construction window (shown above) or as an insert replacement unit. Any divided lite pattern available (2/2, 6/6, 12/12, etc) with glass sizes and stiles /rail dimensions that match traditional double hung windows. Optional meeting rail sash lock(shown above). Patents Pending These drawings,details,photos and specifications are the exclusive property of Green Mountain Window Company. These drawings,details,photos and spec cations shall only be used for specifying Green Mountain Window Company products and for no other purposes,other than use by the US Patent and Trademark Office.No other use or reproduction of these drawings and specifications shall be permitted in any form,whether by electronic,mechanical, photocopying,recording or other means,without the prior written consent of Green Mountain window,and any unauthorized use or reproduction is strictly prohibited. sit' , 'i A:':• n 1 rvV� y M, ` r r j Ali i j�, �r �. �!',�S�a��V,.j►�/ - '�.. �'' t -�,.`t1� � "�� �" �e mac.' _ �' ELD INSPECTION REPORT DATE COMMENTS I,OUNDATION (;1ST) ------------------------------ FOUNDATION (2ND) WA � 0(Dort S Gkcw J.aAwi -s P lold JAA oh-ov� A41 6houclYzi4i A 0 ROUGH FRAMING & PLUMBING AS) ov j t?6t11A-h-,rt' it CA'a 141m x-*t 01A.M 07.eto�a paw Jv J�q WK,11— :3 INSULATION PER N.Y. A ;k 7tV P—U)'cle, STATE ENERGY CODE :�pv,c ve--l- -AkZ244 le,442-h0r, CO" Joap,�Jbvoa- ajAgALS it FINAL -o ADDITIONAL COMMENTS Lffi/2-,y to - '0 a9f �qb--� . ... 4. oo —due,-- I fs OLWAM c\, S— op oSs°FF°�,�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D E C E 0 WE PERMIT NO. .J I Building Inspector: r J[ I F E B 1 4 2024 Applications and forms must be filled out in their entirety:Incomplete applications will'not be accepted. Where the Applicant is not the owner,an SiAldin.'f Oeiya-f end Owner's Authorization form(Page 2)shall'be completed. TOW, z�tiY�'��°t'�old Date: 2/13/2024 ,OWNER(S)0F PROPERTY Name: Noblehouse Seaport, LLC (Jeffery Lax) scTM#i000-35.-1-027.2 Project Address: 2345 Main Road, Greenport, NY 11944 _....-- - ._._.____x____......�_., Phone#: 305-903-3999 Email:jeff@jefflax.com Mailing Address: 1970 Straits View Dr, Tiburon California 94920 CONTACT"PERSON Name:Anne Surchin, R.A. Mailing Address: P.O. Box 1201, Southold,NY 11971 Phone#:`631-725-9895 Email: surchin@mac.com DESIGN,PR OF,ES, SIONAL"INFORMATION Name:Anne Surchin, R.A. Mailing Address: P.O. Box 1201 Phone#: 631-765-6364 Email: surchin@mac.com CONTRACTOR INFORMATION:: Name: Klotz Carpentry Mailing Address: 5 Amber Lane, Wading River, NY 11792 Phone#: 631-252-7510 Email: klotzhomes@gmail.com DESCRIPTION OF PRO POSED.CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair [I Demolition Estimated Cost of Project: ❑Other $225,365 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ©No 1 / A ; I- , f - PROPERTY INFORMATION m Existing use of property Intended use of property:. Zone;or use district iri,whi.ch premises is situated:, 1Are there any covenants,and restri, ions with respect to this property? 0Yes MNo IF YES,PROVIDE A-COPY. ftPCiC I3Ci3(`AfP'R� I�dng. 7tie owner/contractor/design`profession©I,Ls,responsi6le for ail drernago and storm water;issues as provided by Chapter'236of the Town Code.APPUCATICIMS'HER EBY MADE tothi Building Department forthelssuanceofa Building Permit pursuant to the Building Zone, I Ordinance of the Town of Southold,Suffolk,County,Now York end,ofher applicable Laws,ordinances or Regulations,for the construction of buiWings, 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 authorized Inspectors on premises and in bullding(s)for necessary,inspections.False statements made herein are punishable as a Class A misdemeanotpursiiant toSecdon 2ldAS of the New YodeState Penal law. Application Submitted By(print name): OAUthorized Agent Downer - Signature of Applicant Date STATE'OF NEWh961E b.BUNCH Ss: " ' Notary P biic;State of W®w York. COUNTY OF } N6.01 BU6185050 Qualifi©d.lh Suffolk County i being duly swornC��pasl s Sind Exblhat�s)heilisthe appllcani (Name of individual signing contract),above named, (S)he is the" (Contractor,Agent,Corporate Officer;etc.) of said.owneroe owners,and is duly authorized to perform or have performed the said work and to.make and file this application;that ail 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,mefihis 1. q 4-qay of f 20 } I Notary,Public i PROPERTY OWNER AUTHORIZATION (Where the applicant is;not the owner) dr igat 2 � Yfresidin ��1elo hereby authorizefi1n.� '�1)' �`� toapplyon my behalf to the Town of Southold Building Department for approval as described herein. Div Owner's Signature v Date I _ Print Owner's Ame_ . TH I A- W .7®1 I7 G VA 7 zpNl:; Q AREA; :¢°1�331 5,� OfZ 1.152 ACRES . - GEZo55LaoIZ aLLOINb 'S, 566:5 5.!✓ UTILiZED :. .lv,OCotci ,D 5.F OiZI��-AL " "R Stb GE 5ToR1F,,5 `r0 $E UTI L:IZED : .. :NO E5:\ t: ENTilkE Tf�1tFZb �LopIZ TO FIA�/E iNSW�AUTpMATI� FlRa e1 Rg4VN L.EIZ a`r'✓'T'�M WHICH 11lfILL CONTINUE C.�OV�lN THE eTAIRWELL.T4 -n4E FlRST t=LODR 7CIT". ALL:ESO P_Sa , GA�!✓M�t�IT "1N►1�lba.UtlS S (a ``( "GRew mOUNTF•!N V�lIN17dWSP" .t' Wib M4�aEtZ oP Z , MU�lTIN aAfZ W(bT'H, CIHFZK RAR M�ITGH �XIr✓-T1t�1G �XAGTLY IN 51 i LITER✓- LTG. - WHEt�EtNSULATION1 , :WILL .65 IQOTALLEb TO Cove q:WFiERE 'i'EIE Top o� WrNbow 5ILG5 Aiz L56ep T041 �rA cove `TM UNbaWe? AR6 To go PpCVIMD WITI1 WlMr,0W I`AIA,: MSVEN- joM b�VfG S. _non 3 2024 �pg�FFQI��o BUILDING DEPARTMENT-Electrical Qecto2r y0 �iy TOWN OF SOUTHOLDc:rt o Town Hall Annex- 54375 Main Road bpi Q,Box:1:1.79� l. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 411 iamesh(aDsoutholdtownny.gov— seande-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Al Information Required) Date: 9/17/24 Company Name: Harvard Electrical Contracting, Inc. r Electrician's Name: Michael Edwards License No.: ME-47017 Elec. email: harvardelectric.li@gmail.com Elec. Phone No: 631-466-0601 0✓ 1 request an email copy of Certificate of Compliance Elec. Address.: 45 Ramsey Road Suite 21, Shirley, NY 11967 JOB SITE INFORMATION (All Information Required) Name: Noble House Seaport LLC Address: 2345 Main Road, Greenport, NY 11944 Cross Street: Manhanset Avenue Phone No.: 305-903-3999 Bldg.Permit#: 50492 email:jeff@jefFlax.com Tax Map District: 1000 Section:35 Block: 1 Lot: 27.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of new 1st floor Primary bedroom&Bathroom,Kitchen&Dining room.Wiring of 2nd floor Bedroom#3&#4 and Laundry room.Wiring of screened in porch. Square Footage: 12,400 Circle All That Apply: Is job ready for inspection?: YES ❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame 0 Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION �� ��0 fe.0 lob Bunch, Connie From: Dave Anderson <dave@harvardelectric.com> Sent: Monday, August 11, 2025 9:05 AM To: Bunch, Connie Cc: Mike Edwards; Hille,lames Subject: [SPAM] - Noble House LLC - 2345 North Rd - Electrical Counts Morning Connie, Here are the counts: Pictures to follow-please confirm receipt of this email. MAIN HOUSE: Switches- 111 Receptacles-128 Other-8' plugmold (under island counter) GFI receptacles-23 Ceiling fixtures-47 Wall fixtures-50 H H's-53 UCL-16'tape light(behind a TV) 12' rope light(under a counter) Ceiling fans-2 Bathroom exhaust fan-9 Smoke detector-5 Smoke/CO combo- 10 AC condenser-3 Air handier-3 Well pump- 1 Gas fireplace-8 Fridge- 1 Mini fridge-2 Ice maker- 1 Oven-1 dual fuel DW-2 Micro-1 Warming drawer- 1 Puck lights-3 Hood -1 downdraft HWH-2 Navien Washer/dryer-3 condensate pump-3 garbage disposal-2 ERV-1 Car charger- 1-50 amp Service: 400 amp Trans"S" with (2) 200 amp main breaker panels (x1) basement sub-panel-40 amp (x1) 2nd floor sub-panel-80 amp (x1) 3rd floor sub-panel -80 amp 15a arc fault- 17 20a arc fault-27 20a dual function -9 POOL: Jandy Panel- 1 Pumps-3 Gas Heater-1 Transformer(for lights)- 1 Salt generator-1 Pool light-2 Spa light- 1 Blower-1 GFI (on panel)- 1 2-pole 20a GFI breaker-4 POOL HOUSE: Switch-12 Receptacle-24 Ceiling fixture-5 Wall fixture-18 Ceiling fan-4 Fridge- 1 Mini fridge- 1 Freezer-1 HWH - 1 (120 volt plug-in) Other-75' rope lighting Other-8' plugmold 70a sub-panel - 1 15a GFI breaker-3 20a GFI breaker-6 20a dual function breaker-3 Thanks, David Anderson Harvard Electrical Contracting, Inc. 631.484.3493 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or'unexpected emails. z j MAIN HOUSE: I Switches- 111 Receptacles-128 Other-8' plugmold (under island counter) 1 GFI receptacles-23 r i Ceiling fixtures-47 i Wall fixtures-50 4 HH's-53 i I i i UCL- 16'tape light(behind a TV) I -- 12' rope light(under a counter) i i Ceiling fans-2 E i Bathroom exhaust fan -9 Smoke detector-5 Smoke/CO combo- 10 i AC condenser-3 R i Air handler-3 i Well pump- 1 I Gas fireplace-8 i Fridge- 1 i Mini fridge-2 i Ice maker- 1 Oven - 1 dual fuel I DW-2 i f Micro-I i 2 1 Warming drawer- 1 i Puck lights-3 Hood - 1 downdraft HWH -2 Navien Washer/dryer-3 f condensate pump-3 I garbage disposal-2 i ERV-1 i i I Car charger- 1-50 amp I i Service: 400 amp Trans"S"with (2) 200 amp main breaker panels (x1) basement sub-panel -40 amp i (x1) 2nd floor sub-panel-80 amp (x1) 3rd floor sub-panel-80 amp 15a arc fault- 17 i f 20a arc fault-27 i 20a dual function-9 f I I POOL: Jandy Panel-1 i Pumps-3 i i Gas Heater- 1 i Transformer(for.lights) -1 I i Salt generator-1 i 3 Pool light-2 I Spa light- 1 Blower-1 I j GFI (on panel) - 1 {; 2-pole 20a GFI breaker-4 I I I 1 POOL HOUSE: i I Switch- 12 Receptacle-24 I Ceiling fixture-5 I ' Wall fixture-18 Ceiling fan-4 { Fridge- 1 I Mini fridge-1 I r Freezer-1 I HWH - 1 (120 volt plug-in) I Other-75' rope lighting I ' j Other-8' plugmold i I 170a sub-panel- 1 15a GFI breaker-3 20a GFI breaker-6 i , 20a dual function breaker-3 i t E Thanks, � 4 {' David Anderson I Harvard Electrical Contracting, Inc. i i 631.484.3493 ATTENTION:This email came from an external source. Do not open attachments or,click on links from unknown senders or unexpected emails. Thanks, David Anderson Harvard Electrical Contracting, Inc. 631.484.3493 5 w 4 4s 6 2024 Scott A. Russell �F01Kj\\`� WA\T]E1K SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 n 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM '!! ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) i - - — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - ; APPLICANT: (Property Owner, Design Professional, Agent Contractor, Other) NAME: y G Date: 1iI-�I �!l ISynal urel ;i Contact Information: 5����,.;� mc-c con% — IL-glad&Telephone Number) ii Property Address / Location of Construction Site: 2 Innt.o,�� S.C_T.M. #: 1000 District Section Block Lot ii TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I;: - Area of Disturbance,is less than I Acre. No S P D.E,S. Permit is Required ! ® - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY Fronn N.Y.S. DEC Prior to Issuance of a Building Permit. ,[Ca of Disturbance is Greater than l Acre & Storm-uvarPr Rlmnff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. 4h Date: !!' Revie\,ved By: //l F(-)R M m QM(-P-T(lC (lrtnhar 7n 1 Q FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 23, 2024 TO: Noblehouse Seaport LLC 1970 Straits View Dr Tiburon, CA 94920 Please take notice that your application dated May 14, 2024: For permit: to legalize an "as built"habitable third story and create additional habitable third story pace to as existing single-family dwelling_at: Location of property: 2345 Main Road, Greenport,NY County Tax Map No. 1000 - Section 35 Block 1 Lot 27.2 Is returned herewith and disapproved on the following grounds: The "as built"and proposed construction, on this non-conforming 49,331 sf. lot in the R- 80 District, is not permitted pursuant to Section 280 Attachment 3 Bulk Schedule, which allows the maximum permitted stories at 2. The"as built"plan shows a habitable third story. The proposed construction plan has a habitable third story. Additionally,the third story is not permitted pursuant to Article XXXVI Section 280-207, which states lots containing up to 80,000 square feet of lot area cannot exceed the maximum gross floor area calculation of 5,100 sf plus 5% of the lot area in excess of • 40,000 sf,up to a total of 7,100 sf in size. The proposed construction has a calculated gross floor area of 6,066 sf, exceeding the permitted maximum of 5,566.5 sf by 499.5 sf. • This permit will be written as an amendment to BP# 50492. qA E94� 9 Authoriz 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,Z.B.A. BOARD MEMBERS- ��®� SO!/r�o Southold Town Hall Leslie Kanes Weisman, Chairperson �� �® 53095 Main Road - P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento yC®0 + Southold,NY 11971 RECEIVED http://southoldtownny.gov d—� 6 .q:4q_ ,'►",l ! `-''1 ' ZONING BOARD OF APPEALS NOV 2 5 2024 . ,. � TOWN OF SOUTHOLD NOV 2 6 2024 Tel. (631) 765-1809 outhold Town Clerk ItTINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 21, 2024 ZBA FILE: 47961 NAME OF APPLICANT: Noblehouse Seaport LLC/Jeffrey Lax PROPERTY LOCATION: 2345 Main Road, Greenport,NY SCTM No. 1000-35-1-27.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 13, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 49,330.54sq. ft. non-conforming parcel located in an R-80 Zoning District. The property has a road frontage of 116. 27 feet along NYS Route 25,then turns northwest for 344.83 feet, turning 169.21 feet along the rear property line before returning 331.33 feet back to NYS Route 25. The property is improved with an existing three(two and one half)story residence. All as shown on survey prepared by Ralph Heil; LS of Aerial Land Surveying, DPC last revised October 10, 2023. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-14; Article XXXVI, Section 280- 207;and the Building Inspector's July 23,2024 Notice of Disapproval based on an application for a permit to legalize an "as-built" habitable third story and create additional habitable third story space to an existing single family dwelling; at: 1) as built habitable space is more than the code permitted two stories; 2) proposed habitable space'is more than the code permitted two stories; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 2345 Main Road,Greenport,NY. SCTM No. 1000-35-1-27.2. RELIEF REQUESTED: The applicant requests variances to legalize an "as-built" habitable third story and create additional habitable third story space consisting of a sitting room, a bedroom and an exercise room in an existing single-family dwelling where the following variances are required: 1. The plan shows a habitable third story where only a two and a half-story residence is permitted. 2. The gross floor area.calculations show a Gross Floor Area (GFA)of 6, 066 sq. ft. where a maximum of;5, 566.5 sq. ft. is allowed; exceeding the permitted Gross Floor Area by 499.50 sq. ft. Page 2,Novembe 21,2024 #7961,Noblehouse Seaport SCTM No. 1000-35-1-27.2 ADDITIONAL INFORMATION: As per testimony at the public hearing by the applicant's architect, the existing residence currently is listed with Historic Landmark Status. As per testimony from*the architect, the house was designed by a world-famous architect in the early. 19"century. The third story space in question has always been in existence,and because of building permits needed to restore the house,the space was deemed more than the allowable two and a half stories and needing variance relief. The current homeowner has already added a 10-bedroom sanitary system to the property. Code compliant egress windows have already been installed to the existing openings to bring the space into conformity with the NYS Building Code. There has also been a code compliant sprinkler system installed on the entire third story. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 7,2024, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This stately dwelling,which has historic landmark status,was built by William Floyd in the eighteen-hundreds and there is substantial evidence available relative to the home's history and contribution to the character of the neighborhood and the Town of Southold. There will be no exterior changes, and the space is being carefully restored and will be brought into compliance with current building codes. The residence also sits back far from the road and is barely visible. Due to these circumstances, there will be no undesirable changes in the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than area variance. This large historic home, built in the eighteen-hundreds, pre- dates all zoning regulations and was designed in the architectural style typical of that era which included habitable third stories. Due to the Town's current zoning code definitions, the existing third story restoration and expansion now requires a variance. The subject third floor space has always existed in the house with a sitting room and a bedroom and attic space. Grant of the variances will include conversion of the attic space to an exercise room. The existing dwelling already exceeds the now code permitted maximum Gross Floor Area so any expansion will require variance relief. The applicant cannot submit GFA averaging because there is a cemetery across the street and the Peconic Landing Life Care facility is the closest neighboring property. 3. Town Law 4267-b(3)(b)(3). The variances granted herein is mathematically substantial: a) The existing third story represents a 100%relief from the code. b) The existing GFA of 6, 066 sq. ft. is 8%over the allowable GFA of 5,566.5 sf by 499.5 square feet The third-floor space has always existed in the subject dwelling, and the proposed restoration will not enlarge the footprint of the existing house,and will be consistent with its historic landmark status. The third story complies with all current setback requirements.The proposed expansion of the third-floor habitable space avoids adding an addition on the first or second floor that would adversely impact the structure's landmark status The current homeowner is taking steps to mitigate the non-compliance by making the space code compliant with egress windows and a sprinkler system per NYS code.The excessive GFA of 500 square feet+/-will not be discernable to passersby and is in keeping with the size of other stately homes-built centuries ago in Southold Town. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. T% Page 3,Novembe 21,2024 #7961,Noblehouse Seaport SCTM No. 1000-35-1-27.2 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law U67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a habitable third story while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried,to GRANT the variances as applied for and shown on the Architectural Plans, Sheets A-1 and A-2, prepared by Anne Surchin, Architect, dated May 10, 2024. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity,provided de minimis relief is requested within one year of the date of this decision. Any time after one year,the Board maV require.a new application. IMPORTANT LIMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the reliefgranted herein,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote It. oard: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Lehnert, and Acampora. Leslie Kanes Weisman, Chairperson Approved for filing /' /�'--2— 2024 te-Y,15, GL.c 15 T:! L E,X1157'65 GHIMWS'(-. IF PLIUW'-!Q5 �-�')CTUPT--9 ATTIC �461-b OAT 71NG AF";: N F/o E�x 15TC-1 tt 77 I < AVG -7 2C24 'ZONING BOARD OFAppEALS T F L, 60), OR A0:zSla Z-1 07 ti- 50 FL,61511r' ARat\ TO UITUZF,-P 6/C)Cor--) ,0 cV,F A, A OF 1. CPS 1PF- 7141PI-) 5L.00R 70 HAUEE7 WH�C,H VVILL, C,0t�TIN",jr:7 P--�M,4 71-1,�--- -rHr,- t7F'�-rl ;: LOOFP, r--Y,,I-r. d 2- ALLY � wl�'!Dowep TO MA7,11'rIH, r-'XisrNIG-1 2-349 MAN M.N.P. GF\SFN420r----r/ NY llqA-+ ACCF' Nr--,XJ1-,4:7j0W NILLi N0-ik,[,LE1.' THlr-l: 1� 71 ITS -l-CF C�l WHQ170W -1!4e'-� CHELKEP: ll��C;UEDI J085 wo: ol:*IeKAI� F- Witt XAAI� Alq5 lo PIS PIQ0vtr)r�417 \1\11*T'4 0NZ;�LN-1 rr-�P'vv)�'rT'Icm t-"r-VIGEe. iN�9HOWN RP-5 OF 2- ARCP.TrlEGT YVU JC-6v AUK �',JTRC;�. NEW �'VPK, W�-Jl - _ - - - i2�Mav �NTli2 ''GHINtNEY FXIE T!Me AT` G TO E5E GONVr,-RT�:D AI D UTIL,(Zt.D A� 5 A 7'Mlf�I7 �LDO eX1aTlNG EE--XTER101:7, WA\LL5 At,lD ROOF 5l- PPP- �r 51ZE - _ - -__ _-7-7-J7. WILL. HOT eXP,&-ttbEt>z GNANGEbj OR AL- Is" (7-7 s-rx•iv&'5 s 4,I& PANF-Ls ..e 13,7" EAGF!EM _ Ml AjL { � U... I oxz { AI— s lST+�iNt>rg511 , 5T1. SCREEN NOKTH L�\/A*7 10 N iclIF { ZSA i iie x Data: tl / X ! �� ► ���+'�P�'�ti�C�j n e .j� a � .!- >,�� 2�45 MAIN �!7A�7, C��Gi✓t.I�C��T;NY I I�la-4- � GA4. bF2A.WN R)Y": GN KEP: -. Ic-aeUsC�: JOE'i NO:, A SHOWN KE7 OF 2 352�i 1VtNr3r,AV ILLt rP,OO - - NEW '. ..�1 .yi ! !'.'s�51)` oA -71313. i EL"15'±"~ 50 0 50 100 ELEVATION 12.9' DRAINFIELD PUMP DOSING _... ` POLYETHYLENE COVER _ �r r „ - TO GRADE (3 LOCATIONS) 176" ITEM DESCRIPTION - scale 1 50 feet NORMAL OPERATION �.; a SANDY LOAM ON - 34 INCHES Cn .�•� d' OFF - 24 INCHES Q r f r �1Jrn 1�3 •' f TANK, AN1100 245 NITROGEN REDUCTION N "' � W/ GRAVEL Q r",_�' cS.<�. s ,,zr c ,�'�•/ ' " ` - A TANK, AN1100 245 PRETREATMENT o �,r,r,- c' t>e`=i` ,� ° 1 1'/ ,--'' �, r��` �� � ,' �� �� DOSING CALCULATION: 2345 MAIN �,,-. N65 j. 21-1/8 0 B COUPLING, 4 SCH 35 PVC SXS z tiro ;, c J, / ",:' - -'� ,,� 24-7/8 C FG CONNECTING PANEL 24X19 DOSE VOLUME: (IT*3.33" / 4) 1.0' = 8.7 CF ••l 1 1 � ROAD EL 15 5 ,, ct ADHESIVE, CARTRIDGE (DOSE VOLUME 7.48 GAL/CF) L •� s 1 \ • \. _i ! _ _ _ _ _ _ _ c2 SCREW, 1" #10 SELF TAP PPH ZINC C" f. .' •``, �' TEST ♦ ' I D FASTENER, 3/8-16 X 3 3/4" AT HHCS VOLUME 65A GAL/DOSE48 GAL/CF) _ NUT 3/8 -16 SS GW 2.9 a COARSE SAND HOLE `'�.. / • D l _ i D2 WASHER 3/8 16 SS "' W/ GRAVEL NUMBER OF DOSES: 880 GPD / 65.0 GAL/DOSE _ o f :' °r 14 DOSES/DAY D3 WASHER, SS 3/8" LOCKWASHER J •• 82110E ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN1100 Q ' % 75 94 F AN1100 ATU W/ PLATFORM COMPLETE • ,� `N 76 EC50-30-L-200-PLC LOADING RATE 3.0 GAL/SF (1 - 5 MINAN) CATEGORY 1 HAMLET OF Q (f�,,.;• , t \ ._.__.______� , •�= DRAINFIELD CALCULATION H PIPE, 4" PVC SDR35 TEST HOLE INFORMATION 680 GPD / 3 GAL/SF = 294 SF GREENPORT . CORE DRILL TANK AND i PIPE, 4 PVC SDR35 TEST HOLE PROVIDED BY BARRON 294 SF / 2.83 SF / FT = 104 LF (REQUIRED) �; 4 �` \ "$ •�, INSTALL WATERTIGHT FINISHED GRADE M E M TEE, STRAIGHT 4" SDR35 ENVIRONMENTAL DATED OCTOBER 4, 2023. 3 TRENCHES o 38 LF = 114 LF (PROVIDED) WEST SEALED FLEXIBLE JOINT M K PIPE, 4 PVC SDR35 APPROVED BY THE HIGHEST EXPECTED GROUNDWATER 4.0 PER `\�i �,R t MANUFACTURER, TYP I H POLYLOK PL-122 EFFLUENT FILTER USGS LONG ISLAND DEPTH TO WATER AND `" `` ' �° ' D HYDROLOGIC CONDITIONS VIEWER IN 2010. DOSING APPLICATION DEPTH 'I` PROVIDE POLYLOK 3008 - WEST 24 FLAT COVERS OWN OF cv nn 56.4 GAL / (114 FT 2.83 FT) = 0.18 GAL/SF M �� f� ..�-,-4 a��,, •�, ; ,r AND SAFETY GRATING c� -<v. Z ;' AREA RESERVED ; FROM DWELLING o ,k ,l `'," TO DRAINFIELD N HIGH WATER ALARM FLOAT SOUTHOLD DOSING DEPTH IS LESS THAN 0.25 GAL/SF �, /V" FOR FUTURE POOL �, - FLOW LINE�, �: ° EXCAVATION INSPECTION REQUIRED }: RECIRC TIMER ENABLED FLOAT r3 ..���`� B c �, Prepared By: LLJerl 'Al x FOR SANITARY .SYSTEM o 9 ;�, CONCRETE PUMP BASIN BUOYANCY K RESISTANT FORCES EXIST SEPTIC SYSTEM ;' �' < b: ; ! L L BY HEALTH DEPARTMENT TO BE ABANDONED PER I C-C2 N - `i Ll'` Sri CONTROL PANEL AND AIR PUMP G 18 HDPE PIPE SCDH STANDARDS - ;'-t �'=• �x �,� '�� , ;t IN POLYETHYLENE ENCLOSURE PLACED VERTICAL CONCRETE VOLUME ABOVE HEGE - 34.0 CF '>`" ~' _ Z AND EDGE CHAMFERED CONCRETE VOLUME BELOW HEGE - 10.2 CF w \ / - �' TO RECEIVE THE WEIGHT OF CONCRETE = 150 LBS/CF �'- ---- - ri .. r`, CONTROL PANEL ` ;: L L WEIGHT OF CONCRETE ABOVE HEGE - 5,103 LBS F SEE NOTE 10 WEIGHT OF CONCRETE BELOW HEGE - 890 LBS TF Engineering, PLLC ` �` ` 72 TOTAL RESISTANT WEIGHT - 5,993 LBS 1205 ROUTE 25 r. F" ;` ^T 4 ,°"� ti. I /��� P.O. BOX 6 c' IMPROVED � .,, `• <; \-' I , s \ 59 w SAG HARBO 11963 ff \l� . \ (� (PUBLIC WATER) . . ;: ':.a: BUOYANT FORCE 1�TI' r :,. ` • o �• � <F�... �, EXISTING r, r POLYETHYLENE OWTS •?��: ��83GROUND A '�CL TANK VOLUME 15.9 CF ;;' ::-: :..' 3 THICK BED OF COMPACTED \ BUOYANT FORCE 15.9 CF 62.4 LBS/CF 992 LBS ws AIR HOSE AND c r> wy. I s SAND. MAXIMUM TOLERANCE I f\e` ` ' ~' x '1 OF ± 1/4" IN ANY DIRECTION HYDROACTION CONTROL PANEL ELECTRICAL SUPPLY FACTOR OF SAFETY OF NEIv I AND COMPRESSOR PUMP TREATMENT UNIT -- �- t TREATMENT TANK 2 R SEE NOTE 8 s. ` _. ' 5,993 LBS / 992 LBS = 6.04 A - w oa• %` - ' �� p' I i NTS C-1 C-1 o SEPTIC CONFIGURATION - a CONTROL PANEL 3 r 0 3 _r` - `N SITE INFORMATION ` \ , -- - `` ,; c, NTS C-2 C-1 SCTM# 1000-35-1-27.002 8c 27.003 s o 9 2 7 3 0 i F t , •a c-1 c ***MAINTAIN 10' SEPARATION BETWEEN TREES SHRUBS AND LEACHING TRENCHES*** S►ONP� AREA - 113,931 SF (2.62 ACRES) 01/07/2024 5:49:43 PM LLJ �- \\` \\�� K t 6 EL 12.9' EXIST DWELLING WITH 6 BEDROOMS (660 GPD) BENDS NOT PERMITTED ON TREATMENT UNIT INLET LINE(S) SCALE: PER PLAN PROP SEPTIC SYSTEM FOR 8 BEDROOMS m ; �,..K ,1 (1) HYDROACTION AN1100 (OWTS) (1,100 GPD) W/ JOB NUMBER: 23-240 EXIST GAS LINE % /,,. ANTI-BUOYANCY COLLARS AND TO REMAIN HYDROACTION TREATMENT UNIT 0 - --------� . DE HEAVY DUTY CI LOCKING COVER TO GRADE EFFLUENT FILTER - ,..... OBTAIN GRAB SAMPLES (1) 4 0 PRECAST CONCRETE PUMP BASIN W/ ORENCO • \ �\ j ; ' Vie` ;' CB 1 ----- ------ -- ODOSING PUMP AIR TIGHT SPLICE BOX ORENCO SBILN PF200511 PUMP (PB)TRENCHES 1 MAIN DWELLING 8 THICK TRAFFIC RATED (i14 LF) DISTRIBUTION TR (DT) PROP WATER -�' ; �621 •.� -�. ";' 251 \. TO CONTROL PANEL SUPPLY LINE \ . ' ELEC PANEL QUICK CB 2 -------- --- ---O RECIRCULATION PUMP TOPPING SLAB (76 LF) EXPANSION TRENCHES (ET) SEE NOTE 12 �'; \ 65°23 �►®v SWITCH DISCONNECT MOUNTING BRACKET DISCHARGE ASSEMBLYLOCATED NORTH OF E INTERSECTION OF NORTH ROAD AND �S CB 3 --------- -- -- MIXER PUMP AFFIXED TO d MANHASSET AVENUE.� � � ••/ Q `N MIDWEST �AIR HOSE CONCRETE RISER .. �� -' HV125 oo p� P065P ° ERTICAL - COUNTY OF SUFFOLK PROP WATER METER ,` ��� N���OPowa� CB 4 PUM - TO DIFFUSER CORE DRILL PRECAST BOUNDARY AND DATUM BY FIELD MEASUREMENT BY :-" r�•• � � �� �Q► P 1N CONCRETE PUMP BASIN EL 8.1' M 1N CB 5 AND PROVIDE LINK SEAL AERIAL LAND SURVEYING, D.P.C., DATED OCTOBER 10, 2023. _ FROM /To 1 QRECIRC TIMER ENABLED EXIST WATER VALVE Q1 g00 CB A __ __-� �--___ _______ TO CONTROL TREATMENT K DISTRIBUTION GALLEY TO REMAIN 1000-34-1-19.004 1000-35-3-13.2 PANEL --- ---- --- GENERAL NOTES: VACANT VACANT --__=_=_ 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE -�HIGHWATER ALARM STANDARD PIPE USING A METHOD APPROVED BY THE MANUFACTURER. SEE NOTE 13 ------- ----- - DRAINHOLE LOCATED OUTSIDE MH 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING CIRCUIT BREAKER SPECIFICATIONS 6�----- -------- ----' ON BOTTOM OF ELBOW SYSTEM STARTUP. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD SITE P LA N 1 ON FLEXIBLE HOSE EFFLUENT DISCHARGE 4-DAYS IN ADVANCE OF THE INSTALLATION. C-1 CB A - 30 AMP 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK CB 1 - 20 AMP ORENCO UNIVERSAL OFF COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. CB 2 - 20 AMP = -------- FIELD WIRING FLOW INDUCER 4"0 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE CB 3 - 20 AMP GROUND MANUFACTURER WIRING - MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. LEGEND CB 4 - 10 AMP THE MAINTENANCE CONTRACT WILL BE FOR A MINIMUM OF A 3-YEAR PERIOD. 1 1/7/24 REV SEPTIC TO PSD CB 5 - 10 AMP --------------- PNEUMATIC HOSE (FIELD INSTALL) ORENCO PF300511 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH A/C - AIR CONDITIONER GPD - GALLONS PER DAY NTS - NOT TO SCALE _ SUFFOLK COUNTY DEPARTMENT OF HEALTH. NO DATE DESCRIPTION CF - CUBIC FEET GW - GROUNDWATER O.C. - ON CENTER WIRING DIAGRAMMATIC 5 N 6 STHE CDH.SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY DRAWN BY: EDZ CI - CAST IRON HDPE - HIGH DENSITY POLYETHYLENE O/H - OVERHEAD COMM - COMMUNICATIONS HEGE - HIGHEST EXPECTED OWTS - ONSITE WASTEWATER 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. DB - DISTRIBUTION BOX GROUNDWATER ELEVATION TREATMENT SYSTEM NTS 4'0 PRECAST CONCRETE 8. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM DESIGNED BY: EDZ DW - DRY' WELL IE - INVERT ELEVATION PB - PUMP BASIN DOSING PUMP BASIN W/ PUMP INLET PORTS THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 EG - EXPANSION GALLEY LBS - POUNDS SCDH - SUFFOLK COUNTY MONOLITHIC BASE 4'o 1-3/8"0 PVC PIPE. ALL PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER CHECKED BY: KMS EL - ELEVATION LF - LINEAL FEET DEPARTMENT OF HEALTH H2O RATED r �' TIGHT. ELEC - EILECTRICAL LG - LEACHING GALLEY SCTM - SUFFOLK COUNTY TAX MAP 9. ESTIMATED INVERT ELEVATION. CONTRACTOR SHALL FIELD VERIFY THE INVERT DATE: DECEMBER 2, 2023 EXIST - E:XISTING MAX - MAXIMUM SCH - SCHEDULE Design Professional's Certification Required. ELEVATION OF THE INVERT OUT OF THE HOUSE PRIOR TO THE INSTALLATION OF FIFE _ FINISHED FLOOR ELEVATION MH - MANHOLE SDR - STANDARD RATIO DIMENSION Abandonment of the existing sanitary system must be in PUMP BASIN 6 THE SEPTIC SYSTEM. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD SCDH# R-23-1731 Submit P.E. or R.A. Certification For FOB FACE OF BUILDING MIN - MINIMUM SF SQUARE FEET conformance with the Department's requirements. OF ANY DISCREPANCIES. FT - FEE'T NAVD - NORTH AMERICAN VERTICAL TYP - TYPICAL The Installation and Construction of the Sewage Disposal System NTS C-1 C-1 10. CONTROL PANEL TO BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED SCTM# 1000-35-1-27.002 & 27.003 GAL - GALLONS DATUM U/G - UNDERGROUND Use Form WWM-073 Submit completed form WWM-080 as proof VERTICAL AND SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. 11. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE I/A OWTS. THE I/A OWTS SHALL VENT THROUGH THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. ' 12. MAINTAIN A MINIMUM COVER OF 4.5' OVER THE TOP OF THE PROPOSED WATER SUPPLY LINE. MAINTAIN A MINIMUM SEPARATION OF 10-FEET BETWEEN THE WATER OWTS PUMP BASIN LINE AND NEARBY SEWER/STORM COMPONENTS. RIM EL 9.8' RIM EL 9.7' 6 ri 4 5 ?�. PROVIDE A DEDICATED BREAKER IN THE MAIN DWELLING ELECTRICAL PANEL FOR - 2 - CLEANOUT C-12C-1 IE IN 7.21' IE IN 6.90' - - - - - - - - THE OWTS. SUBJECT C 1 C 2 IE OUT 6.96 IE OUT 7.70 C 1 C 1 C 1 C 2 C 1 C 2 C 1 C 2 14. NO STORM WATER DRAINAGE IS EXISTING OR PROPOSED ON BJECT PROPERTY. BOT EL 0.3' BOT EL 2.6' 15. THE BOTTOM OF THE OWTS SHALL NOT EXCEED A DEPTH OF 9.5' FROM FINISHED 15 SEE NOTE 15 HEADER DISTRIBUTION TRENCH GRADE. SEPTIC' FFE 11.7' EXIST GROUND FG EL VARIES 8.9' - 9.2' 16. MAINTAIN A CONTINUOUS SLOPE FROM THE PUMP BASIN TO THE DISTRIBUTION BOX _ -- ______=_ _- - z_ _.______ _ .. BOTTOM EL 7.0' TO ALLOW THE TRANSPORT PIPE TO DRAIN IN BETWEEN CYCLES. o IE 8.49' ,� a _ _ ___ _ _ _ _;- _---a -_____ ®e____-___..__ ______.,__ ________ --_ - _-__-- _- ____ _ mm--� SITE PLAN 0 SEE NOTES 7, 9 & 1'I 5 ----- --------- ----- ---------------- ----------------------------------- --------OWTS-------- PB ---------- ----------------- ----------- ------------------ `�' HEGE 4.0' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES IE IN 8.1 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A O 0 10 20 30 40 50 60 70 80 90 100 170 180 190 200 210 220 230 240 250 SINGLE FAMILY RESIDENCE ONLY ME 61.6LF PIPE (2LF 4" CI PIPE + 115.6LF 1-1/4" 59.6LF 4" PVC D3034 SDR 35) 5LF 4" PVC PIPE D3034 SCH40 PVC PIPE DATE 1/16/2024 H.S. REF. NO, R-23-1731 a S=0.0208 (0.208 MIN) SDR 35 o S=0.0104 MIN SEE NOTE 16 '&) APPROVED L f \, n FOR MAXIMUM OF 8 BEDROOMS SEPTIC PROFILE 7 ', ` G E X X - DETAIL NUMBER EXPIRES THREE YEAR FROM DATE OF APPROVAL C\jT PAGE CMW1 SCALE: 1" = 10' C-1 C-1 Y Z Z - DETAIL LOCATION SCDH APPROVAL 11 o - 7 AREA RESERVED FOR _ \ . : }` "-,� :,' `, \ FUTURE POOL I. rr - r, \ DIMENSION TABLE p .(f'" b 1 c� v 1 x'' i t, _ \ CONCRETE ` 1.,`x'7 y P d�. C _"`"\ EXIST UTILITY POLE it ' i' \ TEST CUBE SIZE CUBE SIZE o �t ,� PIPE DIAMETER PRESSURE (PSI) BEND ANGLE VOLUME (FT) (IN) Q TO REMAIN, TYP , µ•it"'°k R \ % r' � � '- -- 2 MAIN }} ' (CU FT) 3 4 5 % _\,.. •ro. \% �1� 22.50 0.04 0.35 4-1/2 r t ! ``+• \\ wj 120 45 0.07 0.42 5-1/4 z ' . 'ti EXIST O/H ELEC SINES ry 1 I .1, Q TO REMAIN \ \ __ ..,.., �_ I I 11 ROAD \ ` \� , ,, ,;\,`, ) r _ r iYy 90 0.14 0.52 6 1/4 tl j \ , , \\\\ r r., z r I} - 22.50 0.06 0.40 5 N .�,r, \....11 \\ ; i - t, c� PROP U/G ELEC LINES \'. \\\ ,. •--\: ,-\ \ I� r, t t�1 4r .._ '.� w .,. TO CONTROL PANEL- \ \\\\ - 1 1-1/4 120 45 0.11 0.48 6 I'm o • \ \ , .. ,, .. ., l rl• f r'�, � ;`? � +� �;�'�:::' � � :;' � �, 22 0.09 0.45 5 1/2 ,. 120 45 0.15 0.54 61/2 ­t k-W, 1__�,L r3 . .,4 I- %� % I'll�_, \\A"�_, ; 111111 Ntcp 5 I 1�1 ::'�:: / \:•i;�`,:.:":i'l:•, / fey•. r:' '/ ::': Z^t.... �..�.. o 30 '.: ,, f J,< . r 90 0.30 0.67 8-1/4 A. :; /'`. C2C1 r C 2 C 1 f �' .���"\ r" 0- 0i rr` ? /+1 ::x 1. R � o HAMLET F c x 'J `P ° O % � R P 6�:= 22.5 0. 1 0.48 \ c z , S11 r` \ \s NEL \.� CONTROL PA ­11 ..,, � EANXI.I I',,,,,,,,,,,,,,"....,,,...,...,e.....<,.... ..,,....,,.........,,...,,.,.....,.,.....,,>,<...,,.,<.. w..,.........,,.. ..,..... .... .:.=<; ;:'. ,: <'. R , ,,, J i _ Ill ,20 45 0.2, oso 7 ,/4 REENP RT\ ,,..,.,,..,,._,,,,,e.,.,.,.ee.,,,,.e.e,.,,e.ee... ,.,,.,e........................................::::, �o- �0 �. . , /. 1 3/4 EXIST GENERATOR ... ............ ........",,, .,�... VE ,,. .-' 0 �' ,a.. ,;. \ , 8 25:' ,.,.,.....e........................ : g -� ." . ...................................................... ...>,',',.>,,,.,....... ,.....,.. ..'.. J�. 1 Q "� .'. ..... .. .......<. ..,, ..,.,,,..<..,........,e,...,.e<................<.... ..:.:c:::a::M•`.�•:Ar:G:>:,.r:•:ri•':f,:"::':•:';`•:�r'•:;ii"r,.:::;.. TO REMAIN �\ e,• :::.:.„ 90 0.41 0.75 9 r \ >...............................<.,,,..,..,,.,....,.,,,.,..,•,..,.>,,....--.-,.>,.......,,,,,._..,...,,.. , :::A a 0 } , .. . , ".,,,e.,.. '.... T LO , WE,_ . S� _ OP 1,/G AIR COMM ,,. . . •,.. N �• ' N 2 ••r 1 �• \ ., ... .y„'...•<__.,..,...:". � � lm.,,,:...,> ...<...>.,.,......e............. :::r..:e•?c<-»:reL.;.:::.::.•'.:{fii':;•M�.i:":•»..iic•:ii:�•,tc���.; r. J, o I� \ 1 �.' ! AND ELEC LINES_011 ,, „.,.,. ,,,,.. : ::'::.::..,_.....:..:::::.`::v: ;:::`:r•:< :a.... _ %;',! N % :. 4...,.,.,>..e .,. . . 22.50 015 0.54 6 1/2 1 1 .......... ............>., ,. :..,,. � `� »..,< e..,.... . .. \ EXIST ELEC METER \__ /'. W EXIST WELL TO BE " :'; 0 TO 0 fS ".�:: °:...,.,,,<,.,ee.«,°.e,,«',",',e.,.: „<_<-._ ,,,,,. ...,,.,<.....,.< ;y 45 0.27 0.65 8 �. ,,: 120 „ ex1% TO R BANDONED , ,.-- _ \ L 0 <,..,,<,..,..,•<,,,,,..<......<....... .......<....,,.......,..,.- < ., .<..<,,.,......,.....,::e-.<...,.e.<.,,,,.,....; :a,•,.,... - p,.<.<.,,.:.< y� ,. PROP U/G ELEC LINES ,,,, ,;, ,,,,,,,,.,,. . ::,,., , „ . ,,,.....,,.,.,.. �E ,_ . . _ . . _ . . 90 0.54 0.82 10 TOWN O F /. ,,.:. _<<.:..:.:::,'.::<.::.:::::,° ..,,^................ee,,,,,....<,.,,,.,<,,.,, .-..,., ..,.,,..........="',....,.,....<.. ..... G ! "e..,,.,. -�' ,, e..,.,,.<..<...,e.<,,,°,<<<..,.ee><,,.,ee,..,.,e<<.>..,,e.<....,°<<<,,,,,<•<„,.>,.,., .."",".....< e,,.,.,..e.,..,.e<«..... .. N N ;�/ .:;,;,,. N a \ \ EXIST GAS METER __i ..............>...,, .>. .....,,,,. .. ,....<,.,,,.......,,..., ...,>.....,,...,,>,...,...._...,.'. ,.T<,,. � t • ' l ♦../ :.e.<,...,......+°<...,,>, ...,<.,,.>.<<...e,e ..•.........,<......,. `( EM :.e.::;e:..:.:...:::::'::::::::.'.e:::::,o::::::.:::°.::""."",.:,: _ . . TO PB -,,.,...••...,,.....>„ .... S 8 1N ...................................................................... .., .,e. ,,.,,.e............................ ,,.,,,,,.......`:::::::.':::;'::.:::::....,.....,.,..,;.,... I / 5 , TO REMAIN :.<.:::.�`<:::::::::::.:.<.':::e:.'<'.:....<<,..>.. ....­1 11 ...,,.,....e..... .<...,....<.,...,....,........e.......... S �. MA •::.<..,.>.....,....<...........,.. ,..rr �•: ' � � _.� R 22.5 0.19 0.58 7 't 1 :d::x:... 1 R _ . . -r. N ./ ,r o W- 2 a SOUTH OLD r ` \ t O SOU O \ ' l W 'Y' • t % / �(\ J ... are`"� :-,i' E 1 11�,.y11� .1­1111 S r\ N N n 111 l L / 0 `- A E /° 21/4 45 0.34 0.70 1/2 R ,. ��1 r. :: : : G \. �'S •�N :;D V /./ J/ r^ e.M A V J _ m. mm \ / / / Y/%. Q / `}} t\,/ a' l� f` M / W :• n :P d _ ,> Prepared B . ��,:�-:�;,'�::e;'�°::��.:: 9 0.68 0.88 10 3/4 e a ed c� H _ . _ . . 0 e�, `�J' \ �..' �' F o LLj0 <•F. / � / OWTS ENVEL PE •���`''���� •• P `� �r �1 i /r S / r o J /. 1 s. s J _ czo� ,J G .+✓' } J' / o.s2 1/ f i:e ::gym°- � r� 22.5 0.23 7 2 i r1­1 /' _ _ t •�f, �i /i ! !� 11 /' f 0 ♦ r J 9'(" / �' 21/2 45 0.42 0.75 9 �b t'y / J.. i 1 �\': _ _ y 9� ./ J •%. ('"" 1 y 0\ J / \/e % • L / \T�\ r` / ° / P �♦ 0 \ �\,�� . , �. 0 90 0.84 0.9 11 2 ° t r r:f r111­ $y, %;e 9 1. .11% \ /, 0 ' 11.11­1111111-, N s h C �i 2 tr ...� t iC: �' �"3 7 \ ti f ,3 J, i �r '' .4 r,• `\ 1.Y' `k 4 O � wf( ° j / f 4 ^ !�f J f//b l/y . "t•6 l k"•i'a +J �.r \ / 9 /`` �• C n ,y' J . 7 \ �� tlff " 5 I } t •i 1 .l TF Engineering, PLL C / c 4 ' ;a f%1 L1.1'.L.1�L • r EXIST C DRIVEWAY.�.�' ST BRICK K µ.i>'i r t c i v 1 cn �., f E+ C \ %,: / / ( P.O. BOX 6 f- ��y;�� ' \ , .,/ �i / ,/ f TO REMAIN r -'-+ ,�/ '" :yi- r�/�` f \ - �y ,:>. i 1. CONTRACTOR TO PROVIDE BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE. ,� � f,� \ \ _41 ;. r•. , /",'- "; :' .� . "^'� SAG HARBOR, NY i1963 . \ . , <-''%�; 411!,%I,',al" P� �'' 2. DIVIDE THRUST BY SAFE BEARING LOAD TO DETERMINE REQUIRED AREA (IN SQUARE FEET) I . �_...-•'/ R A C♦ \ '1• \ i f'%> �!r�X'/+f"/',✓'!+CV ls� f .r'...>>, �, 1 a r , u"A � � � '\ � °' �/�;,;/, _�/>`I� �/'� 'J "�%°" �,' _ ``> i � ; �.m 1 OF CONCRETE TO DISTRIBUTE LOAD. U' Vim. . \ ! �/' // r,f, C \ ! e�' °;rt'--°f r w iIN \ \\ "" �y%,sf r "I""', '� > -- \ �`1', 3. AREAS TO BE ADJUSTED FOR OTHER PRESSURE CONDITIONS. c Nc L ( """'"' \ ` ..... .. ...)� l 1 �,r' �r/�r I:/,,,Fry�/�' f t.. >.^A+"®> t \.,dy t ( ( .r....___ ♦\\ \ • t.., % 1\' •t I \i��;� � r% `�e- '-af' ", � r p ` 0 11L I� ` ` \ f 1,,...\ ' \ _...._ �;. j........_ ..._..._ __ _ ._..._._. EXIST AGGREGATE DRIVEWAY i �� � o �' 4 \ �' ,`� \ - TO REMAIN r Cr \r - l I , -r„ " j' I I-I I I. I. 927 J % \Y ` �� � a ? ✓ ;. J ✓ � m �✓' "n ? t a f a?`u 1 c, rx L Z _ 'T� > _r \ ; � ' %Ile" ��� \, r �� ��} ` � �- ' ' 1I��t=1` li rl-���II-���II-�I 91�� FEss►o w � ;l,\'� ° \ w.. / c> �n �d J. / e �z r cr ra r ra ,r_ O 1/07/2024 5:49:45 PM w � , 5 • r f \.. \, _ O �. �•\ � s. -` - s �� }� 45 BEND 22.5° BEND X \ �> k, .Y -. ,` , I �, ,.--y-��:_ .._ ,,, w . _ - SCALE: PER PLAN ;, J < m �>,, -7 � 4 -C. t `1 `; i JOB NUMBER: 23-240 Vl:,,�� � ` ^ \ III k; ,` 4 /� _ ,� � X � L `, -_ 'I I I I_ f 6 . - " ,�, 5, -,�_�_ \� _ , _�% _6 :. I - -tea :, \ \ ", ,-,/ ",_,v � "Y` , N...y , 11 -- F � \ I � � ,,�_, , \ I I I - J-, , �­)(-) ',,­;,�, , ,7� _�, 'k - � I I 10 5 0 10 20 \ 111\ \ I , I - 1 -� �,_ � ,� _/�� 11 : y: r. scale 1" = 10' feet \ \ - " 4 .4-, �� , w I- 90° BEND TEE `) - Ear ,� } K�_ - c c'._ j ,� _ �� ? r � THRUST IN FITTINGS (POUNDS) \ , � \ .�N,. � ,,, ,/ ' r TEST ,,,-- .,�'(/(�\� 1 s. \ . , I �� � �- ,,_ ">,_,"""`.. } �e '. ASTM C33 SAND GRADATION SIZE PRESSURE A B C D t,., \\ ` \ 11 { .� r (PSI) TEE AND DEAD O O O 1-1/4" X 1" REDUCER, 'fYP 111 LATERAL, TYP ' " SIEVE PERCENT PASSING END 90 BEND 45 BEND 22.5 BEND \ \ } ` 1 L L 0.375" 100 TO DT N \ s F;, 1 *4 95 - 100 111 120 94 133 67 36 1-1/4" BEND, TYP - \ r,' ti r, � - .._,_-,71 NA,- THRUST BLOCK, \ 4 ) 1,.. *8 80 - 100 TYP \ cam." �, #16 50 - 85 1-1/4" 120 147 208 104 56 1-1/4" TRANSPORT v % • ,, s 6 ► ,� \ % #30 25 - 60 1-1/2" 120 212 300 149 81 p[pE ALL HEADER PIPES ,.. 11 I \ PROP WATER SUPPLY LINE *50 5.0 - 30.0 a AND BENDS SHALL ` ._.;' , �}` 1.I \ SEE NOTE 12 *100 < 10 1-3/4" 120 288 407 203 110 C-2 C-2 ``' BE SCH 40 PVC \% , f ," `,,` ,% 1 \ -�11 `l 200 < 5 2" 120 376 532 266 143 '� ,.r , 2-1/4" 120 477 674 337 183 1 1/7/24 REV SEPTIC TO PSD FROM w \ it*,._..,­/ x.. , \ ! ; .� 2-1/2" 120 589 832 416 225 OWTS TO DT \\ y ���\ -, , \ DRAINFIELD ENVELOPE, `` \ NO DATE DESCRIPTION TYP \ �\ \ \ r; o \ f % \% INFILTRATOR 04 PLUS DRAWN BY: EDZ ``' \ / \ \lo �\ STANDARD LOW PROFILE NATIVE BACKFILL TOP SOIL SAFE BEARING \ \ \ - - � I. - - - SOIL TYPE LOAD (PSF) DESIGNED BY: EDZ 1-1/4" TEE, TYP w \ ��+,_.. ' ( \ \ \ TO DT \ � \ "s '\\ % _ _ _ _ .. \i MUCK, PEAT, ETC O CHECKED BY: KMS ', , { U,, °° °° AC : : �� SOFT CLAY 1,000 1-1/4" HEADER, TYP % \ `» t, �-, ( ''� .� .� ! DATE: DECEMBER 2, 2023 \ • 1r" \tl \ `'v 7....' 'r \ 11 3411 it 1-1/4" BEND, TYP II \ ` / \ \ - END CAP SAND 2,000 \ _x__=--" `' 36 36 36 SCDH# R-23-1731 \\ N,1N , 0� % % \ DISPERSION SND AND GRAVEL 3,000 HEADERM /,,Y `% .-; 0� \ TRENCH 2 TRENCH 2 TRENCH \ � r �� \ \ \. LATERAL, TYP SAND AND GRAVEL CEMENTED WITH CLAY 4,000 SCTM# 1000-35-1-27.002 & 27.003 - � . \ � '1l DISTRIBUTION THE H 4 HARD SHALE 10,000 `,, � \ • % \ M NC �.__._, 0.11_ A EXIST TREE \ \ 't NTS C-1 C-2 \ \ I ', / } \` TO BE REMOVED, % o ; _11 �, FINISHED GRADE END PLUG ` TYP I \\ %\\ t THRUST BLOCK s \,..a....rl I i: \ r \% \ \,..� M1N NTS C. 2 C-2 \ __ \ 1 1/4" PVC SCH 40 NATIVE BACKFILL HANG LATERAL QUICK4 PLUS STANDARD \ \ HDPE VALVE BOX \ \ /� �\ PERFORATED LATERAL PIPE PIPING AND AFFIX LOW PROFILE CHAMBER RISER AND COVER � � � *0 %\ AT 1211\ WITH 10 C1LOCKFICE 24" O.C. _ E BEN A T SHEILDING SEPTIC co -- BENEATH, TYP (-, ,I! \ � PVC VALVE BOX \ to I \�' ` J \ % 1 1/411 PVC SCH 40 o PVC SEWER PIPE, PVC PIPE D3034 \ \\ ; \\ SOLID LATERAL PIPE -  _- - a = �+ _ SITE PLAN o TYP SDR 35 �. II N \ 1 M \ \ FROM OWTS -ter=- �� rr----- \�.>� 1; 1 % % \ DISCHARGE • PVC 22.5° BEND - • TO OWTS % 1 % % \ � ��.�, SWEEP 90 WITH % THREADED END CAP FROM � \ ` / \ \ \ SEE NOTE 14 � DWELLING // % 0 \\ \\ EXIST GAS IN LINE UNDISTURBED SOIL 1/8" LATERAL DRAIN ORIFICE (CONTFACTOR SHALL TAKE REMOVE SM SOILS AND FILLZ:>LO % ,---_._-- -'' % % \ PRECAUTIONS NOT TO SEE6NOTE 5K TRENCHES AS NECESSARY WITH E "1 S o CI TO PVC PVC WYE \ 0" \ \ \ COMPACT BOTTOM OF ASTM C33 SAND. HOUSE ADAPTOR ` n . -_._ \ �� % G' f \' ; TRENCH DURING EXCAVATION) END CAPS, TYP N CLEANOUT 2 SEPTIC CONFIGURATIONK' 3 DISTRIBUTION TRENCH 5 C-•2 rl- C-1 C-2 C-1�C_ NTS C-1 C-2 SCDH APPROVAL . . . . ._, . I o EL 15'± ELEVATION 12.6' a 0 SANDY LOAM a, • "' W/ GRAVEL �r I— tJ �oG /- '• w : �s .. 2345 MAIN o < 2133�••' ' ROAD 1 O • • is 0.000 • r ••/- ` 30 0 30 60 GW 2'6' COARSE SAND / a. C EL 15.5' /.•/ scale 111 = 30' feet cr' W/ GRAVEL 0. a /LO •� HAMLET OF z TEST HOLE INFORMATION GREENPORT TEST HOLE PROVIDED BY BARRON o ` ` ENVIRONMENTAL DATED OCTOBER 4, 2023. WEST J • • J HIGHEST EXPECTED GROUNDWATER 4.0' PER Q USGS LONG ISLAND DEPTH TO WATER AND 0 HYDROLOGIC CONDITIONS VIEWER IN 2010. TOWN OF z SOUTHOLD . o ro Prepared By: NNO � � ' • o cVCn p • . C w �• �• TF Engineering, PLLC POOL HOUSE W/ SLAB ON GRADE P.O. BOX 596 rr,o FIFE 12.5'± SAG HARBOR, NY n963 DRY • C \ w C) TEST U/G ELEC LINE HOLE ` 0F NE GAS LINE = � � .• Cl) „Y ,k ;- GRAVEL DRIVEWAY `• � WA O - ` GARAGE W/ SLAB ON GRADE _. �` - w FFE 12.01+ ;. DRY OUTDOOR Cl- < ¢' Y y SHOWER W/ SPLASH BLOCK «, LLJ 1 P. FIRE PIT of ' 08/05/2025 12:28:36 PM POOL EQUIPMENT Lu SCALE: PER PLAN o a ELEC METER `" JOB NUMBER: 23-240 a lN0 P0�- SPA ' %` 3 SEASONS PORCH M p w1MM >;. UNCONDITIONED Y i S �' j GAS LINES OUTDOOR BBQ U/G ELEC AC UNITS \ CE E C E 1205 ROUTE 25 - 1 ,t f o IMPROVED WOOD RR TIE TYP m (PUBLIC WATER) \ O �'m 1 AUG 1 3 2025 Alf ;�' � .9 '::� CARPORT WTS OMELEC LINES�\ ::� `"4.0' 0u1?d;n!j Depnrtm�,nt • o Q• 1.9 " �''' ' - Town of Soutl5oN CONTROL PANEL \ �` ' BRICK DRIVEWAY ' � • ',�g6 '�^ PORE " ' .10 K SEPTIC LOCATIONS BRICK STEP "" 0 • 2ND STORY ABOVE A B C D x`, OWTS 641_OII 471_011 ,�• f/ - ' u, PB 471_QII 621_QII GRAVEL DRIVEWAY o DT1 871_OII 1061_611 DT2 • 99' 0" `N DT3 119-6 134-0 1 8 5 25 ADD CORNER LABELS DT4 1161_oii 1_ II NO DATE DESCRIPTION 1$ 1286 n i r i DRAWN BY. EDZ \\\ DT2 a DESIGNED BY: EDZ DTl \ 1 SITE INFORMATION \ \ \ SCTM* 1000-35-1-27.002 & 27.003 LEGEND CHECKED BY: KMS AC - AIR CONDITIONER \ \ AREA - 113,931 SF (2.62 ACRES) ET _ EXPANSION TRENCH DATE: JULY 25, 2025 SEPTIC SYSTEM FOR 8 BEDROOMS (880 GPD) EL ELEVATION # \ \ \ (1) HYDROACTION AN1100 (OWTS) (1,100 GPD) W/ ELEC - ELECTRICAL SCDH R-23-1731 \ \ \\ \ R FFE - FINISHED FLOOR ELEVATION -35-1-27.002 27.003 DT3 \ \�\' 4, ANTI-BUOYANCY COLLARS AND # \ EL 12.9 GW - GROUNDWATER POLYLOK PL-122 EFFLUENT FILTER SCTM 1000 & �\ HEGE - HIGHEST EXPECTED \ DT4 1 (1) 4 PRECAST CONCRETE PUMP BASIN W/ ORENCO GROUNDWATER ELEVATION PF200511 PUMP (PB) NAVD - NORTH AMERICAN VERTICAL \ BRICK DRIVEWAY (114 LF) DISTRIBUTION TRENCHES (DT) DATUM \ / 6 n •• (76 LF) EXPANSION TRENCHES (ET) \ Sp W O/H - OVERHEAD - •%0� 2 OWTS - ONSITE WASTEWATER \ '. 66 LOCATEMANHAS NORTH OF THE INTERSEvTION OF NORTH ROAD AND \ x /.• S TREATMENT SYSTEM GAS LINE \ - •/•• COUNTY OF SUFFOLK PB - PUMP BASIN \ SCDH SUFFOLK COUNTY VERTICAL DATUM - 1988 NAVD \ _ DEPARTMENT OF HEALTH BOUNDARY AND TOPOGRAPHY BY FIELD MEASUREMENT BY _ 'I SCTM SUFFOLK COUNTY TAX MAP .................... .. .. . . .......................... ............. .. i 2 A ND AERIAL LA SURVEYING D.P.C. DATED C - �6 /„ 0 TOBER 10, 2023. DOMESTIC WATER SUPPLY LINE 0 W U/G UNDERGROUND RECORD 3 •• 5 �' FIRE SERVICE LINE S6 . WIRE FENCE ./•r_j ' zy>> DOCUMENT ... .................... w ".0 �� COUNTY I t�1I?TC1 tiNT iF� s_T l E 'gfltAE •./ .......... .............. ...... ...............::::.... :: ::... I`F�I��3'�'AL Off" C0NS,TRLlCTED k.'1f€:)s;KS FF0r ...'.'.. p►� p ` F ;If < I_E I � • (I Y fEICE ,L WATER METER �'O �►op pWpA t t F 8/5/2025 G .......... ........ t-'ir��f f, C�3 R-23-1731 N a �PtN EL 8.1 'dlC a•�CR ^, W .. ti? �s''� ,,w d:, ; !T;-g, ; .':1S"'I. c,;, 1 ' "l""fill.�r" 3¢ s.,!{' :'t.� dil(' QV L6 by 1'61. �'";i f :,t t:'.' nt,r. , ;i'.I?i'3+., iFl!"i f4a§ ,,j N inta*. !.�,fvj'i ,., ioyI O)X /` {l}•�XI?'r1,3)P,.Y0! 8 N 1000-34-1-19.004 1000-35-3-13.2 . N VACANT VACANT t b tYyy `0 o X X DETAIL NUMBER r.! :<:;, ,!r +.rJ> , ' „".nt< I r;.11r.= :. ,,!l.r,� - CALLOUT PAGE Y Z cmwl ZY - DETAIL LOCATION 00 SCDH APPROVAL 10 Ile EXISTING STORAGE BEDROOM BEL (NO WORK)? ISTING nw W t� BATH ° 0 #7 WORK) (X1` EXISTING EXISTING BATH it 1 l NEW SITTING EXISTING P LAUNDRY � ROOM � (NO WORK) v�l ° BATH#6 6,.y. E.E. (NO WORK)(NO WORK) 0 1-- 3 \ WN � UD \ ! NEW ill J I 3 BEDROOM#3 � ® EXISTING / - BEDROOM) (NO WORK) 5 4 EXISTING CL \. BEDROOM#6 (NO WORK) NEW BEDROOM#4 t \ STING n� BATH#4 '�I (NO WORK) -- EXISTING EXISTING PORCH OFFICE (NO WORK) (NO WORK) 1 -' \\ \\ ✓�VtM1i ILAL Crt IN DOUG.FIR) I)CORNLiZ COLLIAAN Ch.P (LEFT HA.Wp) I 51MF50N EC"L-Q-444 605 2)GotZWER CDLUKW CAp (RI&VT HAND) al t _ Sl"F50N BCC LRQ-444, hD4 GRAD NAILS FOR RAXEETED STOP TO EE - 9)1WTEI2MECIATE COLD AAW CAPS _�C� --�l e I STAINLE55 STCEL -- — 51µP50N CCTQ-444-GPS 2.5 WITH WOO12 SHI/Ag TD BOTH SIpE OF rkr-raR rALL LOLLrMN CAI-0 AXE SUPPLIEV WITH E•SEVEL-<5° -- '-- -' �--REMOVE ENTIRE LH w.NE'{ SiMP50W 6V CONNECTOX SCREWS) tE-_ _ INTO pJeiEMENT TJF;.E 4)iZAFTER TO TIE IIJTO EACH IN ERMEp1AIZ( 4'-C"b-ABOJE %:cDR SLAE bOLUKW CAP. i -•.= _—— �- _ /� _-__ I I I `D� - /� STAPLE SCREEN TD FRAME W/ PEA =1 I I \\ \ �� \\• •bOTTDAa•RAI L I-II-) .` - (�• _ 'I" I m 41 '1• \�� CONh CT TRL FRAME: W/POCKET N CI HOLE SCREWS DDWEL5 L ,,\l SA7Jp W/6c G Y yNDPAv Eq AFYLY OIL-EIyED Prl/aEle - J 7(-�,1r�7'� I l2)'EDarr �ENTAMIN i.Loo);IE';�O'-97A6 /27 STAW'r'[-SEAM PANELS G 13.7"EK.H ABC BOKCOAT,OF PQLJE IW WHITE _— rFF __ `� _ FDIZGH SGI:Et! I FK/�rl S�GTION FULL SIZE -- -- � I �. ! ST..fi.EEN ! � t r I / I'•SSTI XI:C:N I I I - STAJ Ffl EU I I NOfZTN FI,EVATIDN W✓ 5 T �LrVAT10^J E451 ELEVATION GALV.ANCHOR T)F5 a IG•D.C.AT �- 4's8•RED BKI[x PAIERS LOLGIEK _ \ AROUND 12gDM GERIMETER> „GKr1Gµ JUIJCTIONS W�A-'LNEHEET COURSE T Ex:ST'G FOUND-ION 1 t 5UBMIr^SANE PATTERN or FIELD, ^, !L . SUBMITCDI-Dr.5N1FLE9t-0CD+,NER FS.XYos<WC .Y CA2CFULLY EKCAVAT'E j ' � I cLo•,LT �'t�z N VIUNITT OF WASrE r^ _ _�312.ID * ;• --- } ,` �1JJ.;. I —=—L-� N H-'�---t� (�\ti - 4 z 4 MLATiaEL7 ED 7D LT C_ I I < C.•811�6 rEINFORLE4 ._' 10/10 VELCFD WILE µEGH I a I 9Nuti SPACE V ' A-c I I id W./2�" 4 IRE-FARS LAP-SPLICED KPANSiON JOINTS I i-.- _ - 1 r AZEK TICIM AqN I G'MIN,vc/9• CO/E!Ar'E,_OO I -� Ij "v 1 v FLYWD SHEATHING ALL 74", P.5.1. (rY P.1 ,�I i" ----"-- "LIFESPAW" BEVELED 51DI1]G ' y j III • -�- __I I ALL FTG'L AKE TO Y.E FO1:N.EL I . _..� / FROM 12 W"Fbsv LRE TO V;IY I,I �y Q I I AND.PELT ON UW ge,T_'ft ED A% PROVIVE bMIL POL'!aY�YENE I c• t _ MATCH F 15T'G,PP.E•FKIKEV I _ -j" �� I VAPOR 5AKKIrK ON EKI-,r'G I I - / _ ZAp1ATA PINE J I Lam` -_- ij TAMPED CLEAN PILL NUVf!:61 t �� ' - iN _ I .:_ STEP 50TT0:, OF NEe,FOOT'L DOv/N I d I:a TO ALIi.N W,/ECr{oK OF EICE.TG FOD7'C AT µEL"E>PONT(TEL,) j i 1 c � Nj .--SPLIT SILL FO_UNO,ITiDN WALL —J11 j � PETAIL PORCH PO ST HALF FULL SIZE THIZOU 15 L R'ei VL HD TY P• C-HOUT 5'•C' '4.6 jl I b• 2-4--�=42'•4.� Z.,4. It3' 01, ,"k '/Z•" 7 4-61h„ I•'`Y y�_, ! 5'�' 3v' ----*— 30'-6 30 -G., TYP FORGH ROOFING: —'— TYPICAL ' a EY.ISTG WOOD WINDOW 51L.L fwE1UZINK STANDING SEAM PaDF PANELS ,RHEINZINK AMERJGA IRIG 2 NIGH STAAL7ING SEAM.032 �,S mm)THICK /g GDX PLYWOOD ROOF.,HEATµING POOF FMSL5 W/ PRE-WEATHERED"FINISH ON EXP05ED SIDE AND -MIMDVE EXI& AP40u TRIM�REFI,TO 'N. xAZEK yo-THK,RHEWZINK"E9LA1 UNDER ROOF RMJELS -- FACTORY-APPLIE7"PROROOFIN6°FLEXIBLE FAINT COATING"FMPLL UNDERSIbE, 7y4 THK R--r FRieul.. FIT TRIM,MATGUNG E%IF17'G TkIM_RI•BEET TO PEGEIVE SIDING. -YYP ROfFING UNCERI,AYMENT: - FABRICATED PANELS TO HAVE STANDING SEAMg 13.711 O•G.WI•IH SAVE END FORT&4TT'IN5'JL.MLNUF - TERMINUS AS SHOWN. FOR ROOFING PANEL`r FLASHING INSTALLATION!, IBY "ROGKWOOL INTERNATIONAL it GLA°'9 KI,q 51DING TO MATLH EXI5Y6 PROVIDE I LAYER SELF-ADHERING a HT(MGH TETptjc n 9g, ICE 57AINLE55 STEEL CLIPS STAINLESS STEEL FASTENERS MUST BE USED. "BLIIESKIN qvr GI L SEIF-VARC NC AIR BARRIEROYfA WATER SHEILD"tNSTALLEp A6 PER MAt-1I1FEJ IU 71DN5 OVER WALL SHEATHING 4 LAPPED OVER GONGFALEDAU:M Fl.A�a{!NG ENTIPE FOI'GH ROOF pLYW'D VSAZMING DECK, %41 THK RHE.1JZINK r�R-Z" UNDER ROOF PANELS RNEWZINK FLASHING \ \ FOLMt, 8READPANI END y2°GDX PLYWD RA7F r„fiPlaTN,IN6 T(P ROOFING UNDERLAYMENT: RHEINzINK "Z"CHANNEL .PROVIDE 1 LATER SELF-ADHERING "HT (HIGH YEMPERATUR)ICE{WATER E4iEILD," RHEINZ ou CUSTOM Fr A"Gi F, INsJTALLED A5 PER MANUP'S INSTRUCTIONS,OVER ENTIRE FOPOH ROOF SHEATHING DECK \ ROOF PNK 2"NIGH STANDING�BAM.OJ2 FDFD"FIWl" ::a I Z_ CONTINUOUS SUPPORT ANGLE AND LAPPED OVER RHEINZINK EJTA�ER,FLASHING AT SAVE. ROOF PANELS WITH PAR--I-UN APPLIED"FRORDOFIIJG" N I �, " PAINT COATMG ON PAIR--I-UNDERSIDE TYP. O 13.7 O.G. If V'-,M WkluZlrlK�,IR-Z UUDER FOOF PANEL5--I 12 '0 (2)IS x 7 a- LVL HEADER 4• 1yq.o Z�1 .TfP ROOFING UNDFRi-A'�MENT 12 I I/,.GDX PLYWOOD FOOF 9FiEATHING I/40 I I —�� I�,_--_ ;I''J'E 4' • ALUM FLASHWG UPB"OJER 4JALL 5HEA-MPJG Q LAPPSV WWW } % �\�' I� \ I I J' ArUt RAT,"-ING UNbeRLP.YM`• �1'( �f I II' F.NEINZINK STARTER FLASHING ���--�� ' _ - -"— \ f/ \1 ' WEINZINK GLSTOM FABRICATED _ / I ( / •.` / III I ---EXISTG WALL iEAiHING�T.B.R) I` III 1-..I 2 i ,1 CONTINUOUS WPPORT ANGLE / / I , RHEINZINK✓TAP ER FLASHING J I I ...: 4 ` %`� I GUi TER.&0'�ER ALL GUTTER 5EAM5. _�- IIjI I% / 1111\ IxG gM00TH AZEK RAKE 4 I ;III. .\ ..•.. I ,AZEK 5/s THK x3v I. I /'I �EK"f�'b TNK ri3/2 B'F}•DBOARb i BEAbBOARD TO- OF PLATE i" u IXy x 7, LVL POOF J5T5&12 D.D,MAX-1% LVL JOIST HANG-RealA SON HU7' RHEIMZINK SNAP LOCK GUTTER BRACKET / / \ - IW x 7', LVL LEDGER LAC SOLTED r2U TD 27.4'I O.G.(LOCATE AT EVERY OTHER / EX19T WOOD STUDS --- STA,1DING SEAM / j •EXIST G N/Q7D SIbING TO REMAIN.REPAIR AS READ RHEiIN1ZINI4-CONTINUOUS SNAP LOCK MOtJNTING PAIL.'--� I I I i WHERE r)N A D BY NEW CIM97RIJGTION. HIGN POINT TO BE AT CENTER OF FOPLH• SLOPE DOWN @ %IG"�R FOOT TOW,-, D OJTLET5 TO a¢/' %/ LEADERS AT EAST WEST ENDS OF GUTTER• 1 I r /`�/ RbOF/WALL JUNCTION DETAII� 3 RAKE D1:TAIL SEGTIOW 5TAINILE55 STEEL FASTENERS MUST 8E UgSD J I 2 AT ALL P�FING�FLiCaHIhIU�GUTTER�LEAL�..K i�I j �✓n= II�On 3n- II_Ou COMPONENT*. 1 x��.warH azEiL= �; n EP�yE DETJ°.Il. SECTION GONTINUO'J5 2 x 4 SUBFASGIA ON 6LOGKING TRIM GUT:wm 1 xG SMOOTH "AZEKo / NOTE: FOR INSECT 5✓REEN FAWEL DETAILS SEE DWG.A-7 \ I �AVPJL FF.ON4 S?eOONK 1UJUkftg CPOW OW h I ' r II/i Dlh.i'ALF ROUND - 12 14- O pA83ETED I x6 SMOOTH °AZEK"TRIM - a Azak!G/g"THK x V/i' BID W56 MOON SILL R15 COMFO!ZT PiATTS AS NvNNUF BY"ROGKWD01.W-,rF-#-,riC AN L" REPLACE ExIGTG HDR W./I =� _ �� �NEW(3)1%4"x 9ya"LVL HEAbER. 2x4 DOUG FIR STUDDING s IG"O.G. MAX• \ T/O PLATE — I „x 7%•WL5 III!!! DOJ&LE MGA TREATED 51LL PLATE ON ALUM TERMITE SHIELD - PROVIDE°B-UWOO N(-VP IOOISELF IVAERP16 AIR PEA W WITH OVER _I W IK el OJSE LSIMPSOPLX71'X 3"E6 HELD DZrW W/NUT AM ",,IMPSON HU7"@ EACH LVL �6a' a BEARING PLATE _� POOF JO15T/PAFTER B TWEEN NEW GREENED PORCH � EXI6TIG LIVING RM Yz'I GDX PLYWOOD SHEATHING pN0 IN CONJUNCTION WITH W/"Z-MAX" FINISH. t °� O GOLUMNSl AT JOIB'/PAFTEK i 'BLUESKIN W7,"WIUDxN 4:ZM FLASHING^WUND ALL OPENINCfi. - � � _I + n? AT EACH COLUMN�,5EE VW6 A-7 ' ANCHOR BOLTS, @ 33 o.G. MAX. PROVIDE MIN 2 BOLTS Pep,5iLL, NOTE,.Mcot CAP TO HEADER TA ROOF l 0 9TAFZTING POINT: //--^STARTING G"TO IS"FROM END OF EACH SILL PLATE.EMBED EOLTS 7' MINIMUM. door/RAPIER"51MP504loc*61LToRU ALIGN T/O NEW R.DJ BRICK FLOORING "Llf-ESPAN"BEVELED SIDING _ I -`'/ / WITHIN S'-OI OF PORCH OO,WIER5,PROVIDE ANCR.PALT6 @ 247"0.0.MAX• — _ — WITH T/O OMEXI CYI ADJACENT LIVING PND L-IrcSURE TO MATCH E 911`1 SIDING. ✓ r °51MPSON HR541G Z'°Z-lAAX DINING ROOM EXTERIOR b7oR SILLS. x 3 GWP EASE MOLDING - EFLFI 4 xPOST FLA,/HING—_ -- --- --� / I TJO FNIb WALL� lU STRAP P. ZR!CK FL22RING ON I!14r'MIN-,-Hy-MORTAR 9E?17I1,1 BED D W/CiAW ExF, L H METALAT li°(o yJODTH IAZEK TRIM . T/p PORCH BRICK FLOORWG — / .5EE POPLH PLAN,FOFi BRICK HERRING&ONE PATTERN,ON A rKe- VAYlJ tWE MOULDING$M545G AVA L FROM SPFONK LUM6ER, t illi MMMAQ� — — — I --•%2 wreg R oer EXPANSION JOINT TOP OF =OUNDATION-WALL CLEAVAGE MEMBRANE 7B•D. `A BETWEEN EXIcJf'G F.SIA& DN WALL T/0 PORCH BRICK FLGYJRING _ J Pr�I,ab• a-% ' AND At•ID BRICK AVERS•WPROVI E SEALANT AT TOP GF ar,JT. (TW MEETS NEW OR Ex15T FN WNERE NEw R7RCJ1 FLVR SMOOTH.GEMEN7 STUClA PARGING TO GRAbE JI a', x" x�~ X' 'G b WPLLS� _. SECT ION THRU PORCH FIN.GRADE II'•. .•. TO, B"-MIGG POURED IN PLACE AIR-ENTRAINED CONGPM-fS, - ,L 3%2 1HK GONG,:LAB REINP W./G1 x'G-#10 x#ID W.W.M.(W�I/2 EyP JT3 14.0°O.G.MAX f G 3000 PSI. FOUNCATIDN WALL,SPLIT S':L'1`NIGh. •`' OJER G IAIL PJLYSTHYLENE VAPOR BASRIE2 ON C-" AT YOP d FauN/DAYION wALL, THK V/ELL TAMPED ROROJ9 FILL W/NO ORGANIC MATTER• 2'THK RIGID R-10 STYROFOAt.A TONGUE$GROOVE iWSULL BOaRD. -*FT FOUN7ATION WALL FOOTING: d, GONW.T -MR<D W PLACE AIR-ENTRNNED Coh:G AR Y FOOTING F G z 3000 MI,W-1(2)#4-REMFCWwC-5-9,' py�\ ' A SpLIGEb IG"MIN.,WITH allGO MIN GONG,COVERAGE. "M • G' Un' IA C FOOTINGS TO FAT ON UNDISTURE$b VIRGIN WIL MINIMUM Cr-3'-•i-'8r-LOW PINISHEb GPADE, n i- "! � `''��O"A A { z�{ I- 3'MINIMUM GONG.GOVERACE-,YP �h ""'��'•'c —t •Sj�-O^N�H'� ' FEVLFA: Noble House Seaport " 2.9 24 ----------------------------- a I I ser EXISTING I I BATH#2 I I NEW (NO WORK) EXISTING I I PRIMARY STORAGE I I BEDROOM I I #�iv s'-7•�Q�V. -\ P�n a SEE A((-7 d&A-S FOR NEW SCREEN PORCH DETAILS EXISTING JIEW BEDROOMB #2 (NO WORK) I � VI Ir IlIII - -- 0[OD7 IL_ .i- 1 IF 7-F i LLL NEW 4"M EXISTING bAll-KITCHEN C7LIVING j �- `(N WORK) JDINING' O II / II ow EXISTING I N LIBRARY (NO WORK) CL O O R F ° WET _.. B eEv�J 0 6' x I LIL3' MUD Yjc�:) DRY 0 _ ROOM pDRY i M 0 E � , 1 I M:fmn� r _ 6 3- 3.6' 4 2' 4 7' N r.11FIRST FLOOR PROPOSED PLAN CD III I EXISTING BATH#2 EAT-IN (NO WORK) O EXISTING O BREAKFAST STORAGE 3 WID ow ® I® EXISTING ( —— BEDROOM #2 / s EXISTING KITCHEN I (NO WORK) PORCH p II 5 LL STORAGE II 0 11 O II TM IF Ell I\ II Lei EXISTING / EXISTING LIMING / PARLOR CAR PORT (NO WORK) —< (NO WORK) EXISTING DECK \ (NO WORK) EXISTING —— LIBRARY (NO WORK) CL O F'llyl CL o N EXISTING DECK (NO WORK) EXISTING BEDROOM #7 , EXISTING (NO WORK) STORAGE EXISTING o BATH#7 (NO WORK) o ' CL 4 0 Lk EXISTING SITTING ROOM BATH#5 EXISTING ° \� ri EXISTING (NO WORK) �� o BATH#6 (NO WORK) ° nil EXISTING BEDROOM EXISTING BEDROOM EXISTING BEDROOM #6 CL (NO WORK) i ai EXISTING \� BATH#4 N � (NO WORK) EXISTING \ EXISTING PORCH OFFICE (NO WORK) (NO WORK) I _ - , , 1 . FIRE PROTECTION SYSTEM GENERAL NOTES: GENERAL NOTES: -t' '. 1. DRAWING SPECIFICATION IS PART OF THIS CONTRACT. 1.ALL EXISTING UTILITIES SHALL BE MARKED OUT PRIOR TO ANY EXCAVATION WORK.AND THE ; SPHm0`6' RlNKLER SYSTEM CONTRACTOR SHALL RESTORE ALL TRENCHES AND DISTURBED AREAS WITH TOPSOIL/SEED/HAY. THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT POSITIONING OF SHALL REMAIN THE PROPERTY OF ISLAND ENGINEERING, SPRINKLER NOTES CEILING DIFFUSERS, RETURN REGISTERS AND LIGHT FIXTURES 2. ALL WATER SERVICE CONNECTIONS WITHIN THE BUILDINGS SHALL BE DONE BY PLUMBER SHALL ALL DRAWINGS AND WRITTEN MATERIAL APPEARING LICENSED IN THE TOWN OF FREEPORT AND/OR SUFFOLK COUNTY HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED� 3. COORDINATE PIP]NG RUNS AND SPRINKLER HEAD PLACEMENT WITH HVAC AS PER NFPA 14 CONTRACTORS MATERIAL AND TEST ARE IN COMPLIANCE. CONTRACTOR, AND ELECTRICAL CONTRACTOR. WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY THIS DRAWING IS IN COMPLIANCE WITH CURRENT VERSION OF NFPA 13. 4. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL PIPING AND EQUIPMENT ELECTRICAL NOTES. NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED AND INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF THE PIPING AND WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SUGGEST PROPEF• ROUTES OF PIPING. HOWEVER, IT IS NOT THE INTENTION OF THE 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A NEW YORK STATE LICENSED ELECTRICIAN. SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL I UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HIS 2. ELECTRICAL EQUIPMENT AND MATERIAL SHALL CONFORM IN ALL RESPECTS TO THE LATEST r� GENERAL NOTES ACCORDANCE WITH APPLICABLE CODES. WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE, AVOID APPROVED STANDARDS OF NEMA, AUSI, ICEA, NEC, AND NESC. _�) I OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 3. MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT STANDARDS AND RECOMMENDATIONS OF THE NATIONAL ELECTRICAL CODE, THE NATIONAL 5. THE CONTRACTOR SHALL VISIT THE PREMISES OF HIS PROPOSED WORK AND SHALL ELECTRICAL SAFETY CODE, AND WITH LOCAL CODES THAT APPLY. WHERE DISCREPANCIES -` _ CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF. ARISE BETWEEN CODES, THE MOST RESTRICTIVE REGULATION SHALL APPLY. _- - .. - ' ' OY 11944114 VERIFICATION SHALL BE MADE AS TO THE ACTUAL LOCATIONS WHERE NEW PIPE RUNS 11 GK A _ � ' WILL TIE INTO EXISTING WORK AND CLEARANCES WITH STRUCTURAL MEMBERS. THE 4. MATERIAL AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE LABEL OF THE �` " ,t CONTRACTOR SHALL INCLUDE ALL COSTS OF ANY KIND WHATSOEVER WHICH ARE UNDERWRITERS' LABORATORIES, INC, OR ANOTHER NATIONALLY RECOGNIZED INDEPENDENT r � r,_'`. ) , +1�1 :.'1",, ' INCURRED THROUGH LIMITATIONS OF THE EXISTING CONDITIONS. TESTING LABORATORY. r PROPOSED SCOPE OF WORK 6. THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF NEW FIRE PROTECTION 5. CONTRACTOR SHALL INSTALL IRRIGATION CONTROLLERS AND RUN 1-18 GAUGE -; '. DEC 1 T �nM PIPING THROUGH EXISTING FIRE/SMOKE BARRIERS ABOVE THE HUNG CEILING. REFER MULTI-CONDUCTOR BARE COPPER CONTROL W"RE SYSTEM TO EACH ZONE VALVE AND MAKE , TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. FIRE/SMOKE STOPPING SHALL BE 3M FINAL CONNECTIONS AT VALVE BOX AND WITHIN THE BUILDING MECHANICAL ROOM. ' NEW INSTALLATION OF A FIRE SPRINKLER WATER FIRE BARRIER CP25 N/S CAULK. 7. SPRINKLER CONTRACTOR SHALL REVIEW SHEETMETAL SHOP DRAWINGS. COORDINATE SERVICE AND WET-PIPE FIRE SPRINKLER SAFETY THE ROUTING OF HIS PIPING AND SIGN THE COORDINATED SHEETMETAL SHOP SYSTEM DISTRIBUTION PIPING LIMITED TO THE EXISTING DRAWINGS. PIPING NOTES: ` THIRD FLOOR AND EGRESS PATH AT STAIRWELL. 8. ALL SPRINKLER PIPING TO SINGLE SPRINKLER HEADS SHALL BE 1" MINIMUM DIAMETER. ENERGY CODE COMPLIANCE STATEMENT 9. ALL SPRINKLER HFADS IN ACOUSTIC TILE CEILING ARE TO BE CENTERED ON TILE IN 1. ABOVE GRADE PIPING SHALL BE TYPE K COPPER TUBING, ANNEALED, SOFT TEMPERED, WITH BOTH DIRECTIONS. SOLDERED CONNECTIONS. SOLDER CONTAINING LEAD IS STRICTLY PROHIBITED. ASTM B88. PROVIDE CAST COPPER ALLOY(ASME B16.22) FITTINGS,WITH COMPRESSION JOINT CONNECTIONS. HAZARD CLASSIFICATION I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF 10. UPRIGHT SPRINKLER HEADS IN ROOMS WITH NO CEILINGS ONLY. 2. ALL VALVES SHALL OPEN BY TURNING COUNTER-CLOCKWISE. MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN 11. PIPE SIZE SHOWN ARE FOR BIDDING PURPOSES ONLY. EXACT SIZES SHALL BE BASED CLASSIFICATION DENSITY LOCATIONS COMPLIANCE WITH THE NYC ENERGY CONSERVATION CODE, ON HYDRAULIC CALCULATIONS - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LIGHT HAZARD 0.10 GPM/SQ FT THIRD FLOOR AND EXISTING EGRESS STAIRWELL 12. EXISTING SPRINKLER RISER IS A BASE BUILDING SYSTEM AND RISER DIAGRAM INFORMATION IS BASED UPON INFORMATION PROVIDED BY BUILDING OWNER REPRESENTATIVE(S). SPRINKLER SUMMARY SYMBOL N O N O NlW ALL AREAS WITH SUSPENDED OFFSET ABOVE CEILING SEE PLANS LOCATION CEILINGS FOR LOCATIONS SEE PLANS FOR LOCATIONS (UNLESS OTHERWISE NOTED) SEE PLANS FOR LOCATIONS SPRINKLER STYLE CONCEALED PENDENT UPRIGHT SIDEWALL COVERAGE STANDARD STANDARD STANDARD RESPONSE QUICK QUICK QUICK :. K-FACTOR 5.6 5.6 5.6 1. TEMPERATURE ORDINARY ORDINARY * ORDINARY MANUFACTURER RELIABLE RELIABLE RELIABLE . k- N0. REVISION/ISSUE DATE MODEL G5-56 F1 FR F1 FR56 4. CENTER SPRINKLERIN THE *SPRINKLERS NEAR HEAT SOURCES COVERAGE UP TO 14 FT � . NOTE CEILING GRID UNLESS NOTED SHALL HAVE HIGHER RATING. X 14 FT i .ref' . ,"" �ffi. ,< �g �. '. yp',R '7 9: 7..F, tHE _11 ,p - i„ , ." d' . 1. s' k; i .i."i''�^fR' ,, n -°Yy+''-(.ir. >, ow k ,,�g . Isl" ail �P <-k& i,- ­_,, Y �� �I.C,,°,: s7 �#"' 'yre, y` It �,+$'p3.: .,3 I• .1. 4 ..,a p _.ec.w,. A: .:'S°•• , 11 ��•F,': §' 1* ' +`S. �,�,,-� �,,�,ti,,-',,,'i;,-�,�, ,�,,,� �, " (n . REQUIREMENTS F R ALL TYPES >.,., . ~' , ,, ".. �. ��,' ':� `'l., -, *, , - ,.�,,:". - I REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION REQU S( 0 ) y PRINKLER TYPE. NEW SPRINKLERS SHALL MATCH EXISTING IN THE SAME COMPAR ., ;� 0 FIELD VERIFY EXISTIt\G S �p � 1, "' , , ,, � 4`.. $' , '*,. :A'.; .,p. >. N,c w p:f ° s• '`t'',�%:=` k. MN '}g w""^ 'p_'',t;* ,p 't p TM O 'f `'i�` 9 ( F < °'1, yn f MTS�' 1 4b -iw, d d Y+ r' s fir' _ W Pn y '`Y, .g a::npy�„ :9 t i. . i i _ <ti' F d, a s. j>.t, 4 1 . 4�� � ;� �:• 5�-t b PIPESCHEDULE �-�.'P "r . v 9 'Y b"°r r .i' '. ''4° '3p�i• a,°, p., LI HT HAZ ARD r �l/ 'Wet'.,€F �0.' 11 �` C'•i; - •J 1', r.I .;x !'. ;� a .'.. , q s Et .4..: i� a 3:`., t r= r" Y eY 4 a S <.z F HEADS PIPE SIZE MAX.NO 0 r:�� ..e � s t' g a'W wA xq �> y�� t'; r: �: ,,'A i' "A` ^�t t.`� < =x ISLAND PLL N ENGINEERI C «tl ";a NG Z •3R 9,' �' a 5 "& d' v'a ,§ 'i' -f 370 SMIT11A if 41 , "i' j' `:fif ",r' y8, Yf VPNl .,I IP.NY 77"I T h31 h3l+fifi25 1" 2 �,, A^ Fv. , W `.;',$ a p$� ^ , a g �• -},. F,., Y 1(x Aid t u<�-, x (� = ,. ° m.d' t Stamp P W11;: a• ; . �' o :, p _,e ,, • ro�, 'kit; ,�.� II... f ''1 `ASS?' vx..n:- .:p. ":yy, 9 ''k '.; t„S av r 1 1 7 „ 'ram K/� d, '% .,i P i• `r Sl '�. ''Y`�` 3 ' „ `., fig ;' F, �- Z w °f o c+ 3 s. t B Y3 C� t n =, F , s R r..fi. l« i , at't p f `:,': ,r a.T. 'Yy4• °�' p4 'lqqk �r eY rt - I�I - tf`r' .. r � 4 ;.50 e4`"f H .�Q n P 1 , rdki'�' p�..ad�'^Q11�'" . i a5. ^/ 0 �d r+3;t ' r { 3�,' f Q ""3°�,y'; 'Pea'41' 1 't'F' a N,"�,x i' .gar �i �$(, *� `s"4 4 r P ' � § �FF. Psi 1,I, i Y ). C ''': ,air 'p"•^l t-` .. O , ,., 'ar,.:'�' ``t a@° ,± w.3n'aw';. `r; a> W '.- t s U�' �a a `o p y �,°�•µ '* a x' W' ,u�, GREATER THAN 50 "'i 3 �, _�'y 10055 : ' �' B:�Y `�4' 'f `Y W • n . ni ,' r ,i .A.f. i' ,fie w :z° . : ,,, [ �+ NP`; ` RO .. F ' 4`.• GSJI a Q° = '%,. a PROVIDED IN MPLINCE n a , PIPE SCHEDULES ARE: PROVI CO j (� w.. .Ha -WITH PRINKLERED AREA REQUIREMENT OF t x :' ' !• -' °.'' °' xf g s S Q _ pF a x�+. t •`tiR° E'"'a 3"R:• i .i t - f r F N` i - i o i11 A i,# > �♦ W`^,a 5 R E 2 .7.2.2.1 �`2 .7 TABLE 3 O WITH NFPA-13 SECTION 3 1 , >P';#J '3 y '..v'4p„ E: %b', $M" ^'13x.k': k ,y .dt Ord :kk N' 5 i fsi r rw v #" .fie € -1 0.�' e „ �11 m. < , , a > _ ° __ w; p `i ' lg=r',' .. > w� "I­1 Project Name and Address x "� O - - _. `�'� { �, =:fir` ros �+,gt',-...j,. ,. ,.„ .. .m- • .. ,.. ,. o SHEET LIST TABLE - ", x , :' �� '" ate . , .', „ . . . - SPRINKLER SYSTEM UPGRADE 2345 MAIN RIAD 0- SHEET NUMBER SHEET TITLE REVISION ° ' _ �5 " ,,' _ . 'ii ,j;' ��.,,,°" 14, ,,, �.11_ 1. : % .�11 " GREENPORT, NY 11944 .o.- ..-, F. 'ts: ,''3, „R a,aa !t�ss'€B t "` a N�3 �aa,h4.` -: , .y rvaq, -If t "a, .-a ar5 h�=P' I t {g'ry, fa t„n. }S FP-001.00 GENERAL NOTES AND SYMBOLS 00 ";,, ,°h ), €` r P' ?g, 0it�r°.; a a-'*f�SA"'r'4 y, ,q, ,'w''N w rr- - , _ ..t,'' 'c�; i,,t.,;,..a• a.a ,;t.:. i "t +, �..,xt 1'� 3r. .fir. '��`§"r, ,a .`x✓,�',"" - r ,,', I,x�*' ? .'i .,; - PE C- FIRE SPRINKLER SPEC SHEET 1 00 P 1 S 'K F 0 0 00 g fg ,t ",, "fit, �. F t i?. }}yy1. t'' t "'f F d it ���t l A ?->; w,. >5 'tea'-if'x A;"d:'i t' C„ isr'.". °,A'�da' , ,y,x,.�,,". r E PE tF P 11.00 FIRE SPRINKL R S C SHEET 2 00 > F 0 ! <^ s., %. y }" , W,' S, .k kF, - ,µ„dixe +R.,q 't- wF`kMk .{ �:1 'a' r i i+" t a� „ .,' ,}'fix,, •J''?- i . •,- t,A DRAWN BY DATE rl � x• ':s �- �• f F E PRINKLER SPEC HEET 3 00 FP 012.00 IR S S yy , F •'<:. "'.�` ,i ,,.,~;".a< ';- ,;.. , .. - �'.t. F;. .; NJC 3/1/2024 of §" `,l "7tiQ i' { yr•3, i , `P' °xis"', + ,l I'llx .p- .'n ")T.. r k;.,i` '°."' y��,1 c.it.Y�'B-°p' x.yP" �• I'`'>r' :>'aSiaA :£s: <•k J' .,,t i. S 1 ._pr'.. -{ 1t ,Y,' ef" .}&'.':m,,"..,, 9 iS.', {F Lti,*' C? F 7r V _ P' t- P 0.00 FIRE SPRINKLER DETAILS SHEET 1 00 "` F 03 i I a ,r.," f '' . -, r, , x,'= y , CHECKED BY STATUS ei' 4 k #.'see O ,,t,. t. �: SI P, PERMIT APPROVAL O I, ', t O FP-031.00 FIRE SPRINKLER DETAILS SHEET 2 00 -^< ^ " ` " " � ! . N : " '. - .'�, <.: z 4,,,,4 '11,11. �� d ti`a E ••3 9 ". g• PROJECT NUMBER SCALE'�,. r % sg Vy. in s " 1 f � w "f� JJ[[ :�:;: r FP _}w ,Y .,.' `n A- 4 knu y9 S'Y� °d Yx� v ` �S" >f,t Y. �x t•4. �.'�4 �t:, ,�, �:�,� , , IV",kR�q ,ry. s` 314 ,, � x§: As Noted x 'a P^ A 'fi FIRE SPRINKLER SITE PLAN 00 2 S +' Ab� FP 00 00 b M:�:A'. .,. 906� I " $ a A:. f• a "wt aYr t' t`r ,�.f".,. "tF.. a �y ; . a .. - �..x c kW «34• FP-201.00 FIRE SPRINKLER WORK PLAN ,.415 y. `20,�1'i. .' �m�.:"{ ""`,_a``"•,da::.a±&t-,�.a1,,:J,",_� ......x.w,u5.w s.,,�.w�.:..,rrb."sra.S,6�6 •�..u::ne fa. 11 ` NORTH KEY MAP DRAWING TITLE NOT TO SCALE ___0 GENERAL NOTES AND SYMBOLS �I (Z , . 11 GREENE STREET, NEW YORK, NY 10013 SHEET # OF STORIES: 7 FP-001 .00 BLOCK: 229 LOT: 1 1. ZONING: M1-5 / R9X ZONING MAP#: 12A -. - I • I i m_ _ ._ WET-PIPE SPRINKLER SYSTEMS -211313 - 1 5. FLOAT VALVE TO PREVENT WATER DISCHARGE. a. RELIABLE AUTOMATIC SPRINKLER CO., INC. (THE) K. INSTALL PRESSURE GAUGES ON RISER OR FEED MAIN, AT EACH PART 2- PRODUCTS b. TYCO BY JOHNSON CONTROLS COMPANY SPRINKLER TEST CONNECTION, AND AT TOP OF EACH STANDPIPE. THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND 6. MINIMUM WATER WORKING PRESSURE RATING: 175 PSIG. c. VICTAULIC COMPANY INCLUDE PRESSURE GAUGES WITH CONNECTION NOT LESS THAN PART 1 - GENERAL 2.1 PERFORMANCE REQUIREMENTS d. VIKING CORPORATION NPS 1/4 AND WITH SOFT-METAL SEATED GLOBE VALVE, ARRANGED FOR SHALL REMAIN THE PROPERTY OF ISLAND ENGINEERING, 2.5 SPRINKLER PIPING SPECIALTIES DRAINING PIPE BETWEEN GAUGE AND VALVE INSTALL GAUGES TO PERMIT PLLC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING . 1.1 RELATED DOCUMENTS A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED 2. STANDARD: UL 199. HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR A. BRANCH OUTLET FITTINGS: REMOVAL, AND INSTALL WHERE THEY ARE NOT SUBJECT TO FREEZING. WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY AND SUPPLEMENTARY CONDITIONS ANDD DIVISION 01 SPECIFICATION SECTIONS, 1. STANDARD: UL 213. A. DRAWINGS AND GENERAL PROVISIONS THE CONTRACT, INCLUDING GENERAL INTENDED LOCATION AND APPLICATION. 3. TYPE:WIRE CAGE WITH FASTENING DEVICE FOR ATTACHING TO SPRINKLER. L. FILL SPRINKLER SYSTEM PIPING WITH WATER. NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED APPLY TO THIS SECTION. B. SPRINKLER SYSTEM EQUIPMENT, SPECIALTIES, ACCESSORIES, INSTALLATION, 2.7 ALARM DEVICES M. INSTALL SLEEVES FOR PIPING PENETRATIONS OF WALLS,CEILINGS,AND FLOORS. WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. AND TESTING SHALL COMPLY WITH NFPA 13. 2. PRESSURE RATING: 175-PSIG MINIMUM. COMPLY WITH REQUIREMENTS FOR SLEEVES SPECIFIED IN SECTION 210517 1.2 SUMMARY C. STANDARD-PRESSURE PIPING SYSTEM COMPONENT: LISTED FOR 175-PSIG 3. BODY MATERIAL: DUCTILE-IRON HOUSING WITH EPDM SEALS AND BOLTS AND A. ALARM-DEVICE TYPES SHALL MATCH PIPING AND EQUIPMENT CONNECTIONS. "SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING." NUTS. GENERAL NOTES A. SECTION INCLUDES: MINIMUM WORKING PRESSURE. B. OMIT N. INSTALL SLEEVE SEALS FOR PIPING PENETRATIONS OF CONCRETE WALLS AND 1. PIPES, FITTINGS,AND SPECIALTIES. D. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER, AS 4. TYPE: MECHANICAL-TEE AND-CROSS FITTINGS. C. WATER FLOW INDICATORS: SLABS. COMPLY WITH REQUIREMENTS FOR SLEEVE SEALS SPECIFIED IN DEFINED IN SECTION 014000 "QUALITY REQUIREMENTS," TO DESIGN WET-PIPE 5. CONFIGURATIONS: SNAP-ON AND STRAPLESS, DUCTILE-IRON HOUSING WITH SECTION 210517"SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING." 2. SPECIALTY VALVES. SPRINKLER SYSTEMS. BRANCH OUTLETS. 1. MANUFACTURERS: SUBJECT COMPLIANCE WITH REQUIREMENTS, 0. INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND PROVIDE PRODUCTS BY ONE OF THEHE FOLLOWING OR APPROVED EQUAL: FLOORS. COMPLY WITH REQUIREMENTS FOR ESCUTCHEONS SPECIFIED IN 3. SPRINKLERS. 1. SPRINKLER SYSTEM DESIGN SHALL BE APPROVED BY AUTHORITIES HAVING 6. SIZE: OF DIMENSION TO FIT ONTO SPRINKLER MAIN AND WITH OUTLET e. POTTER ELECTRIC SIGNAL COMPANY, LLC JURISDICTION SECTION 210518"ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING." . 4. ALARM DEVICES. CONNECTIONS AS REQUIRED TO MATCH CONNECTED BRANCH PIPING. f. SYSTEM SENSOR a. MARGIN OF SAFETY FOR AVAILABLE WATER FLOW AND PRESSURE: 20 g. VIKING CORPORATION 5. PRESSURE GAUGES. PERCENT, INCLUDING LOSSES THROUGH WATER-SERVICE PIPING, 7. BRANCH OUTLETS: GROOVED, PLAIN-END PIPE, OR THREADED. 3.5 JOINT CONSTRUCTION VALVES,AND BACKFLOW PREVENTERS. h. WATTS B. RELATED REQUIREMENTS: B. FLOW DETECTION AND TEST ASSEMBLIES: A. INSTALL COUPLINGS, FLANGES, FLANGED FITTINGS, UNIONS, NIPPLES, AND b. SPRINKLER OCCUPANCY HAZARD CLASSIFICATIONS: TRANSITION AND SPECIAL FITTINGS THAT HAVE FINISH AND PRESSURE RATINGS 1. SECTION 211119 "FIRE DEPARTMENT CONNECTIONS" FOR EXPOSED-, FLUSH-, 1) BUILDING SERVICE AREAS: ORDINARY HAZARD,GROUP 1. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, 2. STANDARD: UL 346. SAME AS OR HIGHER THAN SYSTEM'S PRESSURE RATING FOR ABOVEGROUND AND YARD-TYPE FIRE DEPARTMENT CONNECTIONS. 2) ELECTRICP� EQUIPMENT ROOMS: ORDINARY HAZARD, GROUP 1. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: APPLICATIONS UNLESS OTHERWISE INDICATED. a. AGF MANUFACTURING, INC. 3. WATER-FLOW DETECTOR: ELECTRICALLY SUPERVISED. 2. SECTION 230523 "GENERAL-DUTY VALVES FOR WATER-BASED 3) ELEVATOR MACHINE ROOM AND HOISTWAY: ORDINARY HAZARD, b. RELIABLE AUTOMATIC SPRINKLER CO., INC. (THE) 4 COMPONENTS TWO SINGLE-POLE DOUBLE-THROW CIRCUIT SWITCHES FOR B. INSTALL UNIONS ADJACENT TO EACH VALVE IN PIPES NPS 2 AND SMALLER. FIRE-SUPPRESSION PIPING" FOR BALL, BUTTERFLY, CHECK, GATE, GROUP 1. . : , POST-INDICATOR,AND TRIM AND DRAIN VALVES. 4) GENERAL STORAGE AREAS: ORDINARY HAZARD,GROUP 1. c. TYCO BY JOHNSON CONTROLS COMPANY ISOLATED ALARM AND AUXILIARY CONTACTS, 7 A, 125-VAC AND 0.25 A, C. INSTALL FLANGES, FLANGE ADAPTERS, OR COUPLINGS FOR GROOVED-END 5) MECHANICAL EQUIPMENT ROOMS: ORDINARY HAZARD,GROUP 1. d. VICTAULIC COMPANY 24-V DC; COMPLETE WITH FACTORY-SET, FIELD-ADJUSTABLE RETARD PIPING ON VALVES, APPARATUS, AND EQUIPMENT HAVING NPS 2-1/2 AND LARGER 1.3 DEFINITIONS 6 OFFICE AND PUBLIC AREAS: LIGHT HAZARD. ELEMENT TO PREVENT FALSE SIGNALS AND TAMPERPROOF COVER THAT END CONNECTIONS. 2. STANDARD: UL'S "FIRE PROTECTION EQUIPMENT DIRECTORY" OF FM SENDS SIGNAL IF REMOVED. A. STANDARD-PRESSURE SPRINKLER PIPING: WET-PIPE SPRINKLER SYSTEM PIPING 7) UNFINISHED RETAIL SPACES: ORDINARY HAZARD,GROUP 2. GLOBAL'S"APPROVAL GUIDE." D. REAM ENDS OF PIPES AND TUBES AND REMOVE BURRS. BEVEL PLAIN ENDS OF DESIGNED TO OPERATE AT WORKING PRESSURE OF 175-PSIG MAXIMUM. 5. TYPE: PADDLE OPERATED. STEEL PIPE. 2. MINIMUM DENSITr FOR AUTOMATIC-SPRINKLER PIPING DESIGN: 3. PRESSURE RATING: 175-PSIG MINIMUM. a. LIGHT-HAZARD OCCUPANCY: 0.10 GPM OVER 1500-SQ. FT.AREA. 6. PRESSURE RATING:250 PSIG. E. REMOVE SCALE, SLAG, DIRT, AND DEBRIS FROM INSIDE AND OUTSIDE OF PIPES, 1.4 ACTION SUBMITTALS 4. BODY MATERIAL: CAST- OR DUCTILE-IRON HOUSING WITH ORIFICE, SIGHT TUBES,AND FITTINGS BEFORE ASSEMBLY. b. ORDINARY-HAZARD, GROUP 1 OCCUPANCY: 0.15 GPM OVER 1500-SQ. FT. GLASS,AND INTEGRAL TEST VALVE. 7. DESIGN INSTALLATION: HORIZONTAL OR VERTICAL. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. AREA. F. FLANGED JOINTS: SELECT APPROPRIATE GASKET MATERIAL IN SIZE, TYPE, AND c. ORDINARY-HAZARD, GROUP 2 OCCUPANCY: 0.20 GPM OVER 1500-SQ. FT. 5. SIZE: SAME AS CONNECTED PIPING. D. OMIT. THICKNESS SUITABLE FOR WATER SERVICE. JOIN FLANGES WITH GASKET AND 1. INCLUDE RATED CAPACITIES, OPERATING CHARACTERISTICS, ELECTRICAL AREA. BOLTS ACCORDING TO ASME B31.9. CHARACTERISTICS,AND FURNISHED SPECIALTIES AND ACCESSORIES. 6. INLET AND OUTLET:THREADED OR GROOVED. 3. MAXIMUM PROTECTION AREA PER SPRINKLER ACCORDING TO UL LISTING. C. BRANCH LINE TESTERS: E. VALVE SUPERVISORY SWITCHES: G. THREADED JOINTS: THREAD PIPE WITH TAPERED PIPE THREADS ACCORDING TO B. SUSTAINABLE DESIGN SUBMITTALS: 4. MAXIMUM PROTECTION AREA PER SPRINKLER: 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, ASME B1.20.1. CUT THREADS FULL AND CLEAN USING SHARP DIES. REAM 1. PRODUCT DATA: F"OR ADHESIVES, INDICATING VOC CONTENT. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: THREADED PIPE ENDS TO REMOVE BURRS AND RESTORE FULL ID. JOIN PIPE a. OFFICE AND CLASSROOM SPACES:225 SQ. FT. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: FITTINGS AND VALVES AS FOLLOWS: 2. LABORATORY TEST REPORTS: FOR ADHESIVES, INDICATING COMPLIANCE b. STORAGE AREAS: 130 SQ. FT. a. AGF MANUFACTURING, INC. a. FIRE-CITE ALARMS, INC.;A HONEYWELL INTERNATIONAL COMPANY WITH REQUIREMENTS FOR LOW-EMITTING MATERIALS. c. MECHANICAL EQUIPMENT ROOMS: 130 SQ. FT. b. ELKHART BRASS MFG. CO., INC b. KENNEDY VALVE COMPANY;A DIVISION OF MCWANE, INC. 1. APPLY APPROPRIATE TAPE OR THREAD COMPOUND TO EXTERNAL PIPE d. ELECTRICAL EQUIPMENT ROOMS: 130 SQ. FT. c. POTTER ELECTRIC SIGNAL COMPANY, LLC THREADS. C. SHOP DRAWINGS: FOR WET-PIPE SPRINKLER SYSTEMS. c. FIRE-END&CROKER CORPORATION e. OTHER AREAS: ACCORDING TO NFPA 13 RECOMMENDATIONS UNLESS d. POTTER ELECTRIC SIGNAL COMPANY, LLC d. SYSTEM SENSOR 2. DAMAGED THREADS: DO NOT USE PIPE OR PIPE FITTINGS WITH THREADS 1. INCLUDE PLANS, E=LEVATIONS, SECTIONS,AND ATTACHMENT DETAILS. OTHERWISE INDICATED. THAT ARE CORRODED OR DAMAGED. e. POTTER ROEMER LLC;A DIVISION OF MORRIS GROUP INTERNATIONAL 2. STANDARD: UL 346. 2. INCLUDE DIAGRAMS FOR POWER,SIGNAL,AND CONTROL WIRING. 2. STANDARD: UL 199. 3. TYPE: ELECTRICALLY SUPERVISED. H. WELDED JOINTS: CONSTRUCT JOINTS ACCORDING TO AWS D10.12M/D10.12, 2.2 STEEL PIPE AND FITTINGS USING QUALIFIED PROCESSES AND WELDING OPERATORS ACCORDING TO D. DELEGATED-DESIGN SUBMITTAL: FOR WET-PIPE SPRINKLER SYSTEMS INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, A. STANDARD-WEIGHT, BLACK-STEEL PIPE: ASTM A53/A53M, TYPE E, GRADE B. PIPE 3. PRESSURE RATING: 175 PSIG. 4. COMPONENTS: SINGLE-POLE, DOUBLE-THROW SWITCH WITH NORMALLY "QUALITY ASSURANCE"ARTICLE. INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED ENDS MAY BE FACTORY OR FIELD FORMED TO MATCH JOINING METHOD. CLOSED CONTACTS. 4. BODY MATERIAL: BRASS. 1. SHOP WELD PIPE JOINTS WHERE WELDED PIPING IS INDICATED. DO NOT USE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. B. SCHEDULE 10, BLACK-STEEL PIPE: ASTM A135/A135M OR ASTM A795/A795M, 5. DESIGN: SIGNALS THAT CONTROLLED VALVE IS IN OTHER THAN FULLY OPEN WELDED JOINTS FOR GALVANIZED-STEEL PIPE. SCHEDULE 10 IN NPS 5 AND SMALLER; AND NFPA 13-SPECIFIED WALL THICKNESS 5. SIZE: SAME AS CONNECTED PIPING. POSITION. I. STEEL-PIPING, ROLL-GROOVED JOINTS: ROLL ROUNDED-EDGE GROOVE IN END 1.5 INFORMATIONAL SUBMITTALS IN NPS 6 TO NPS 10, PLAIN END. 6. INLET: THREADED. 6. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND OF PIPE ACCORDING TO AWWA C606. ASSEMBLE COUPLING WITH HOUSING, A. COORDINATION DRAWINGS: SPRINKLER SYSTEMS, OR BIM MODEL, DRAWN TO C. BLACK-STEEL PIPE NIPPLES: ASTM A733, MADE OF ASTM A53/A53M, 7. DRAIN OUTLET:THREADED AND CAPPED. LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND GASKET, LUBRICANT, AND BOLTS. JOIN STEEL PIPE AND GROOVED-END FITTINGS SCALE, ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH STANDARD-WEIGHT. SEAMLESS STEEL PIPE WITH THREADED ENDS. MARKED FOR INTENDED LOCATION AND APPLICATION. ACCORDING TO AWWA C606 FOR STEEL-PIPE GROOVED JOINTS. EACH OTHER, USING INPUT FROM INSTALLERS OF THE ITEMS INVOLVED. 8. BRANCH OUTLET:THREADED, FOR SPRINKLER. D. UNCOATED-STEEL COUPLINGS:ASTM A865/A865M,THREADED. 2.8 PRESSURE GAUGES J. DISSIMILAR-MATERIAL PIPING JOINTS: MAKE JOINTS USING ADAPTERS D. SPRINKLER INSPECTOR'S TEST FITTINGS: COMPATIBLE WITH MATERIALS OF BOTH PIPING SYSTEMS. � 1. DOMESTIC WATER PIPING. E. UNCOATED, GRAY-IRON THREADED FITTINGS: ASME B16.4, CLASS 125, STANDARD PATTERN. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE 2. HVAC HYDRONIC PIPING. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: 3.6 VALVE AND SPECIALTIES INSTALLATION F. MALLEABLE-OR DUCTILE-IRON UNIONS: UL 860. a. AGF MANUFACTURING, INC. 1. AGF MANUFACTURING, INC. A. INSTALL LISTED FIRE-PROTECTION VALVES, TRIM AND DRAIN VALVES, SPECIALTY • 3. HVAC DUCTWORK:AND EQUIPMENT NO. REVISION/ISSUE DATE G. CAST-IRON FLANGES:ASME 16.1, CLASS 125. b. TRIPLE R SPECIALTY VALVES AND TRIM, CONTROLS, AND SPECIALTIES ACCORDING TO NFPA 13 AND 4. ITEMS PENETRATING FINISHED CEILING INCLUDE THE FOLLOWING: C. TYCO BY JOHNSON CONTROLS COMPANY 2. AMETEK, INC. AUTHORITIES HAVING JURISDICTION. a. LIGHTING FIXTURES H. STEEL FLANGES AND FLANGED FITTINGS:ASME 616.5, CLASS 150. d. VICTAULIC COMPANY 3. ASHCROFT INC B. INSTALL LISTED FIRE-PROTECTION SHUTOFF VALVES SUPERVISED OPEN, b. AIR OUTLETS AND INLETS 1. PIPE-FLANGE GASKET MATERIALS: AWWA C110, RUBBER, FLAT FACE, 1/8 INCH e. VIKING CORPORATION LOCATED TO CONTROL SOURCES OF WATER SUPPLY EXCEPT FROM THICK, ASME B'6.21, NONMETALLIC AND ASBESTOS FREE, OR EPDM RUBBER B. STANDARD: UL 393. FIRE-DEPARTMENT CONNECTIONS. INSTALL PERMANENT IDENTIFICATION SIGNS B. QUALIFICATION DATA: FOR QUALIFIED INSTALLER AND PROFESSIONAL ENGINEER. GASKET. 2. STANDARD: UL'S "FIRE PROTECTION EQUIPMENT DIRECTORY" OR FM C. DIAL SIZE: 3-1/2-TO 4-1/2-INCH DIAMETER. INDICATING PORTION OF SYSTEM CONTROLLED BY EACH VALVE. , a. CLASS 125 AND CLASS 250, CAST-IRON, FLAT-FACE FLANGES: FULL-FACE GLOBAL'S"APPROVAL GUIDE." C. DESIGN DATA: D. PRESSURE GAUGE RANGE: 0 TO 300 PSIG. C. INSTALL CHECK VALVE IN EACH WATER-SUPPLY CONNECTION. INSTALL IsIdild I- GASKETS. 3. PRESSURE RATING: 175-PSIG MINIMUM. a W ACCORDING TO NFPA 13, THAT HAVE BEEN APPROVED BY AUTHORITIES b FLANGES:CLASS RING-TYPEGASKETS DUCTILE-IRON OR -STEEL, RAISED-FACE 4. BODY MATERIAL: CAST-OR DUCTILE-IRON HOUSING WITH SIGHT GLASS. E FACE. SYSTEM PIPING GAGE: INCLUDE"WATER"OR"AIR/WATER" LABEL ON DIAL POTABLE-WATER-SUPPLY SUPPLY SOURCES.STEAD OF CHECK VALVES IN , $=+ 1. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS, PREPARED :. t"d _ HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS IF 5. SIZE: SAME AS CONNECTED PIPING. D. SPECIALTY VALVES: -^• "" „ ' � APPLICABLE. 2. METAL, PIPE-FLANGE BOLTS AND NUTS: CARBON STEEL UNLESS OTHERWISE PART 3- EXECUTION �. INDICATED. 6. INLET AND OUTLET:THREADED. 1. INSTALL VALVES IN VERTICAL POSITION FOR PROPER DIRECTION OF FLOW, IN U D. WELDING CERTIFICATES. MAIN SUPPLY TO SYSTEM. LiJ I. STEEL WELDING FITTINGS:ASTM A234/A234M AND ASME B16.9. E. ADJUSTABLE DROP NIPPLES: 3.1 PREPARATION PLLC E. FIRE-HYDRANT FLOW TEST REPORT. 2. INSTALL ALARM VALVES WITH BYPASS CHECK VALVE AND RETARDING ISLAND ENGINEERING, 1. WELDING FILLER METALS: COMPLY WITH AWS D10.12M/D10.12 FOR WELDING 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, A. PERFORM FIRE-HYDRANT FLOW TEST ACCORDING TO NFPA 13 AND NFPA 291. CHAMBER DRAIN-LINE CONNECTION. 370 SMMI AVENUE,NLIP,NY 11751 T(6,11)&166525 MATERIALS APPROPRIATE FOR WALL THICKNESS AND CHEMICAL ANALYSIS PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: USE RESULTS FOR SYSTEM DESIGN CALCULATIONS REQUIRED IN "QUALITY F. FIELD TEST REPORTS: OF STEEL PIPE BEING WELDED. a. AEGIS TECHNOLOGIES, INC. ASSURANCE"ARTICLE. E. AIR VENT: Stamp J 1. INDICATE AND INTERPRET TEST RESULTS FOR COMPLIANCE WITH J• GROOVED-JOINT,STEEL-PIPE APPURTENANCES: b. CECA, LLC B. REPORT TEST RESULTS PROMPTLY AND IN WRITING. 1. PROVIDE AT LEAST ONE AIR VENT AT HIGH POINT IN EACH WET-PIPE �� NEW � PERFORMANCE REQUIREMENTS AND AS DESCRIBED IN NFPA 13. INCLUDE 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS c. CPS PRODUCTS, INC. SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. ��'� z "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: d. MERIT MANUFACTURING 3.2 SERVICE ENTRANCE PIPING CONNECT VENT INTO TOP OF FIRE SPRINKLER PIPING. G�o�p5 �• C/� C r,� PIPING." a 2. PROVIDE DIELECTRIC UNION FOR DISSIMILAR METALS, BALL VALVE, AND . ANVIL INTERNATIONAL 2. STANDARD: UL 1474. A. CONNECT FIRE SPRINKLER LOOP PIPING TO WATER-SERVICE PIPING AT SERVICE n 2. FIRE-HYDRANT FLOW TEST REPORT. b. CPS PRODUCTS, INC. ENTRANCES TO BUILDINGS. STRAINER UPSTREAM OF AUTOMATIC AIR VENT. (� c. TYCO BY JOHNSON CONTROLS COMPANY 3. PRESSURE RATING: 250-PSIG MINIMUM. ~ G. FIELD QUALITY-CONTROL REPORTS. / r LLI d. VICTAULIC COMPANY 3.7 SPRINKLER INSTALLATION 4. BODY MATERIAL: STEEL PIPE WITH EPDM-RUBBER O-RING SEALS. 3.3 WATER-SUPPLY CONNECTIONS 1.6 CLOSEOUT SUBMITTALS 2. PRESSURE RATING: 175-PSIG MINIMUM. 5. SIZE: SAME AS CONNECTED PIPING. A. INSTALL SPRINKLERS IN SUSPENDED CEILINGS IN CENTER OF ACOUSTICALFQ 100555 '�' � S U A. CONNECT ALL BUILDING'S SPRINKLER PIPING TO BUILDING'S INTERIOR FIRE LOOP A �► V- A. OPERATION AND MAINTENANCE DATA: FOR WET-PIPE SPRINKLER SYSTEMS AND 3. GROOVED-END FITTINGS FOR STEEL PIPING: ASTM A47/A47M, 6. LENGTH:ADJUSTABLE. PIPING. COMPLY WITH REQUIREMENTS FOR INTERIOR PIPING IN DIVISION 22 CEILING PANELS. '�OF"SSI4N�' SPECIALTIES TO INCLUDE IN EMERGENCY, OPERATION, AND MAINTENANCE MALLEABLE-IRON CASTING OR ASTM A536, DUCTILE-IRON CASTING, WITH SECTION"DOMESTIC WATER PIPING." B. INSTALL DRY-TYPE SPRINKLERS WITH WATER SUPPLY FROM HEATED SPACE. DO 0 MANUALS. DIMENSIONS MATCHING STEEL PIPE. 7. INLET AND OUTLET:THREADED. NOT INSTALL PENDENT OR SIDEWALL,WET-TYPE SPRINKLERS IN AREAS SUBJECT 0 F. FLEXIBLE SPRINKLER HOSE FITTINGS: 3.4 PIPING INSTALLATION TO FREEZING. 4. GROOVED-END-PIPE COUPLINGS FOR STEEL PIPING: AWWA C606 AND UL 213 Project Name and Address 0 1.7 MAINTENANCE MATERIAL SUBMITTALS 1 � RIGID PATTERN, UNLESS OTHERWISE INDICATED, FOR STEEL-PIPE A. LOCATIONS AND ARRANGEMENTS: DRAWING PLANS, SCHEMATICS, AND 3.8 IDENTIFICATION 0 A. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED AND THAT ARE DIMENSIONS, INCLUDE FERROUS HOUSING SECTIONS, EPDM-RUBBER 1. NOT PERMITTED. DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING. SPRINKLER SYSTEM UPGRADE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH GASKET,AND BOLTS AND NUTS. INSTALL PIPING AS INDICATED ON APPROVED WORKING PLANS. A. INSTALL LABELING AND PIPE MARKERS ON EQUIPMENT AND PIPING ACCORDING n LABELS DESCRIBING CONTENTS. 2.6 SPRINKLERS 1. DEVIATIONS FROM APPROVED WORKING PLANS FOR PIPING REQUIRE TO REQUIREMENTS IN NFPA 13. 2345 MAIN RIAD 2.3 SPECIALTY VALVES WRITTEN APPROVAL FROM AUTHORITIES HAVING JURISDICTION. FILE B. IDENTIFY SYSTEM COMPONENTS, WIRING, CABLING, AND TERMINALS. COMPLY GREENPORT NY 11944 LL_ 1. SPRINKLER CABINETS: FINISHED, WALL-MOUNTED, STEEL CABINET WITH A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRCVIDE WRITTEN APPROVAL WITH ARCHITECT BEFORE DEVIATING FROM HINGED COVER, AND WITH SPACE FOR MINIMUM OF SIX SPARE SPRINKLERS A. LISTED IN UL'S "FIRE PROTECTION EQUIPMENT DIRECTORY" OR FM GLOBAL'S WITH REQUIREMENTS FOR IDENTIFICATION SPECIFIED IN SECTION 260553 PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: APPROVED WORKING PLANS. "IDENTIFICATION FOR ELECTRICAL SYSTEMS." PLUS SPRINKLER WRENCH. INCLUDE PJUMBER OF SPRINKLERS REQUIRED BY "APPROVAL GUIDE." NFPA 13 AND SPRINKLER WRENCH. INCLUDE SEPARATE CABINET WITH 1. GLOBE FIRE SPRINKLER CORPORATION 2. COORDINATE LAYOUT AND INSTALLATION OF SPRINKLERS WITH OTHER SPRINKLERS AND WRENCH FOR EACH TYPE OF SPRINKLER USED ON B. PRESSURE RATING: CONSTRUCTION THAT PENETRATES CEILINGS, INCLUDING LIGHT 3.9 FIELD QUALITY CONTROL PROJECT. 2. RELIABLE AUTOMATIC SPRINKLER CO., INC. (THE) FIXTURES, HVAC EQUIPMENT, AND PARTITION ASSEMBLIES. 1. STANDARD-PRESSURE PIPING SPECIALTY VALVES: 175-PSIG MINIMUM. 3. TYCO BY JOHNSON CONTROLS COMPANY A. PERFORM THE FOLLOWING TESTS AND INSPECTIONS:1.8 QUALITY ASSURANCE C. BODY MATERIAL:CAST OR DUCTILE IRON. B. PIPING STANDARD: COMPLY WITH NFPA 13 REQUIREMENTS FOR 1. LEAK TEST: AFTER INSTALLATION, CHARGE SYSTEMS AND TEST FOR LEAKS. 4. VIKING CORPORATION INSTALLATION OF SPRINKLER PIPING. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST. A. INSTALLER QUALIFICATIONS: D. SIZE: SAME AS CONNECTED PIPING. B. LISTED IN UL'S "FIRE PROTECTION EQUIPMENT DIRECTORY" OR FM GLOBAL'S C. USE LISTED FITTINGS TO MAKE CHANGES IN DIRECTION, BRANCH DRAWN BY DATE 1. INSTALLER'S RESPONSIBILITIES INCLUDE DESIGNING, FABRICATING, AND E. END CONNECTIONS: FLANGED OR GROOVED. "APPROVAL GUIDE." TAKEOFFS FROM MAINS, AND REDUCTIONS IN PIPE SIZES. 2. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. NJC 3/1/2024 INSTALLING SPRINKLER SYSTEMS AND PROVIDING PROFESSIONAL F. OMIT C. PRESSURE RATING FOR AUTOMATIC SPRINKLERS: 175-PSIG MINIMUM. D. INSTALL UNIONS ADJACENT TO EACH VALVE IN PIPES NPS 2 AND . FLUSH, TEST, AND INSPECT SPRINKLER SYSTEMS IN ACCORDANCE WITH THE CHECKED BY STATUS 0 D. AUTOMATIC ENGINEERING SERVICES NEEDED TO ASSUME ENGINEERING RESPONSIBILITY. 3 BASE CALCULATIONS ON RESULTS OF FIRE-HYDRANT FLOW TEST. G. OMIT SPRINKLERS WITH HEAT-RESPONSIVE ELEMENT SMALLER. 2014 NYC BUILDING CODE AND NFPA 13,WITH APPENDIX Q MODIFICATIONS. 0 : SP PERMIT APPROVAL 0 a. ENGINEERING RESPONSIBILITY: PREPARATION OF WORKING PLANS, E. INSTALL FLANGES, FLANGE ADAPTERS, OR COUPLINGS FOR GROOVED-END 4. ENERGIZE CIRCUITS TO ELECTRICAL EQUIPMENT AND DEVICES. CALCULATIONS, AND FIELD TEST REPORTS BY A QUALIFIED 1. NONRESIDENTIAL APPLICATIONS: UL 199. PIPING ON VALVES, APPARATUS, AND EQUIPMENT HAVING NPS 2-1/2 PROFESSIONAL ENGINEER. AND LARGER END CONNECTIONS. 5. COORDINATE WITH FIRE-ALARM TESTS.OPERATE AS REQUIRED. PRO ECT NUMBER SCALE � 2.4 AIR VENT 2. CHARACTERISTICS: NOMINAL 1/2-INCH ORIFICE WITH DISCHARGE B. WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND OPERATORS ACCORDING COEFFICIENT K OF 5.6, AND FOR "ORDINARY"TEMPERATURE CLASSIFICATION " ' 3149 As Noted A. AUTOMATIC AIR VENT ASSEMBLY: RATING UNLESS OTHERWISE INDICATED OR REQUIRED BY APPLICATION. F. INSTALL INSPECTORS TEST CONNECTIONS IN SPRINKLER SYSTEM 6. COORDINATE WITH FIRE-PUMP TESTS. OPERATE AS REQUIRED. TO 2010 ASME BOILER AND PRESSURE VESSEL CODE. PIPING, COMPLETE WITH SHUTOFF VALVE, AND SIZED AND LOCATED �- 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, E. SPRINKLER FINISHES: CHROME PLATED AND PAINTED. ARCHITECT SHALL ADVISE ACCORDING TO NFPA 13. 7. VERIFY THAT EQUIPMENT HOSE THREADS ARE SAME AS LOCAL FIRE 1.9 FIELD CONDITIONS PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: ON SPECIAL COLOR SPRINKLERS OR COVER PLATES. DEPARTMENT EQUIPMENT. a. AGF MANUFACTURING, INC. G. INSTALL SPRINKLER PIPING WITH DRAINS FOR COMPLETE SYSTEM A. INTERRUPTION OF EXISTING SPRINKLER SERVICE: DO NOT INTERRUPT F. SPRINKLER ESCUTCHEONS: MATERIALS, TYPES, AND FINISHES FOR THE DRAINAGE. B. SPRINKLER PIPING SYSTEM WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT DRAWING TITLE SPRINKLER SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS b. ENGINEERED CORROSION SOLUTIONS PASS TESTS AND INSPECTIONS. C. POTTER ELECTRIC SIGNAL COMPANY, LLC FOLLOWING SPRINKLER MOUNTING APPLICATIONS. ESCUTCHEONS FOR H. INSTALL SPRINKLER CONTROL VALVES, TEST ASSEMBLIES, AND DRAIN FIRE SPRINKLER SPEC SHEET 1 PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER CONCEALED, FLUSH, AND RECESSED-TYPE SPRINKLERS ARE SPECIFIED WITH RISERS ADJACENT TO STANDPIPES WHEN SPRINKLER PIPING IS C. PREPARE TEST AND INSPECTION REPORTS. ARRANGING TO PROVIDE TEMPORARY SPRINKLER SERVICE ACCORDING TO d. SOUTH-TEK SYSTEMS, LLC SPRINKLERS. REQUIREMENTS INDICATED: CONNECTED TO STANDPIPES. 2. DESCRIPTION: AUTOMATIC AIR VENT ASSEMBLY THAT AUTOMATICALLY 1. CEILING MOUNTING: PLASTIC,WHITE FINISH, ONE PIECE, FLAT. 3.10 CLEANING SHEET 1. NOTIFY CONSTRUCTION MANAGER NC FEWER THAN TWO DAYS IN ADVANCE VENTS TRAPPED AIR WITHOUT HUMAN INTERVENTION, INCLUDING I. INSTALL AUTOMATIC (BALL DRIP) DRAIN VALVE AT EACH CHECK VALVE FOR FIRE-DEPARTMENT CONNECTION, TO DRAIN PIPING BETWEEN A. CLEAN DIRT AND DEBRIS FROM SPRINKLERS. Y-STRAINER AND BALL VALVE IN A PRE-PIPED ASSEMBLY. 2. SIDEWALL MOUNTING: PLASTIC,WHITE FINISH, ONE PIECE, FLAT. P_O 0.00 OF PROPOSED INTERRUPTION OF SPRINKLER SERVICE. FIRE-DEPARTMENT CONNECTION AND CHECK VALVE. INSTALL DRAIN f 2. DO NOT PROCEED WITH INTERRUPTION OF SPRINKLER SERVICE WITHOUT 3. STANDARD: UL LISTED OR FM GLOBAL APPROVED FOR USE IN WET-PIPE FIRE G. SPRINKLER GUARDS: PIPING TO AND SPILL OVER FLOOR DRAIN OR TO OUTSIDE BUILDING. B. ONLY SPRINKLERS WITH THEIR ORIGINAL FACTORY FINISH ARE ACCEPTABLE. C CONSTRUCTION MIANAGER'S WRITTEN PERMISSION. SPRINKLER SYSTEM. REMOVE AND REPLACE ANY SPRINKLERS THAT ARE PAINTED OR HAVE ANY 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, J. INSTALL ALARM DEVICES IN PIPING SYSTEMS. OTHER FINISH THAN THEIR ORIGINAL FACTORY FINISH. 4. VENTS OXYGEN CONTINUOUSLY FROM SYSTEM. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: WET-PIPE SPRINKLER SYSTEMS - 211313 - 1 CONTINUED g. WESANCO, INC F. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY ATTACHMENTS, INSERTS, 4. PIPE SADDLE SUPPORTS (MSS TYPE 36): FOR SUPPORT OF PIPES NPS 4 TO NPS 36, 2. DESCRIPTION: SHOP- OR FIELD-FABRICATED PIPE-SUPPORT ASSEMBLY, MADE OF STEEL BOLTS, RODS, NUTS, WASHERS, AND OTHER ACCESSORIES. WITH STEEL-PIPE BASE STANCHION SUPPORT AND CAST-IRON FLOOR FLANGE OR 3.11 DEMONSTRATION CHANNELS, ACCESSORIES, FITTINGS, AND OTHER COMPONENTS FOR SUPPORTING MULTIPLE G. EQUIPMENT SUPPORT INSTALLATION: FABRICATE FROM WELDED-STRUCTURAL-STEEL SHAPES. CARBON-STEEL PLATE. PARALLEL PIPES. THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND A. TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN SPECIALTY VALVES AND PRESSURE-MAINTENANCE PUMPS 3. STANDARD: COMPLY WITH MFMA-4, FACTORY-FABRICATED COMPONENTS FOR FIELD H. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL AND SEISMIC MOVEMENT 5. PIPE STANCHION SADDLES (MSS TYPE 37): FOR SUPPORT OF PIPES NPS 4 TO NPS 36, SHALL REMAIN THE PROPERTY OF ISLAND ENGINEERING, OF PIPING SYSTEMS, TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS, AND TO WITH STEEL-PIPE BASE STANCHION SUPPORT AND CAST-IRON FLOOR FLANGE OR PLLC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ASSEMBLY. FACILITATE ACTION OF EXPANSION JOINTS, EXPANSION LOOPS, EXPANSION BENDS, AND CARBON-STEEL PLATE, AND WITH U-BOLT TO RETAIN PIPE. HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED 3.12 PIPING SCHEDULE 4. CHANNELS: CONTINUOUS SLOTTED CARBON-STEEL <INSERT MATERIAL> CHANNEL WITH SIMILAR UNITS. WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY 6. ADJUSTABLE PIPE SADDLE SUPPORTS (MSS TYPE 38): FOR STANCHION-TYPE SUPPORT NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED A. PIPING BETWEEN FIRE DEPARTMENT CONNECTIONS AND CHECK VALVES: GALVANIZED, INTURNED LIPS. I. INSTALL LATERAL BRACING WITH PIPE HANGERS AND SUPPORTS TO PREVENT SWAYING. FOR PIPES NPS 2-1/2 TO NIPS 36 IF VERTICAL ADJUSTMENT IS REQUIRED, WITH WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. STANDARD-WEIGHT STEEL PIPE WITH THREADED ENDS, CAST-IRON THREADED FITTINGS, AND 5. CHANNEL WIDTH: SELECTED FOR APPLICABLE LOAD CRITERIA. STEEL-PIPE BASE STANCHION SUPPORT AND CAST-IRON FLOOR FLANGE. THREADED OR GROOVED ENDS, GROOVED-END FITTINGS, GROOVED-END-PIPE COUPLINGS, AND J. INSTALL BUILDING ATTACHMENTS WITHIN CONCRETE SLABS OR ATTACH TO STRUCTURAL STEEL. GROOVED JOINTS. 6. CHANNEL NUTS: FORMED OR STAMPED NUTS OR OTHER DEVICES DESIGNED TO FIT INTO INSTALL ADDITIONAL ATTACHMENTS AT CONCENTRATED LOADS, INCLUDING VALVES, FLANGES, I. VERTICAL-PIPING CLAMPS: UNLESS OTHERWISE INDICATED AND EXCEPT AS SPECIFIED IN CHANNEL SLOT AND, WHEN TIGHTENED, PREVENT SLIPPING ALONG CHANNEL. AND STRAINERS, NPS 2-1/2 AND LARGER AND AT CHANGES IN DIRECTION OF PIPING. PIPING SYSTEM SECTIONS, INSTALL THE FOLLOWING TYPES: GENERAL NOTES B. STANDARD-PRESSURE,WET-PIPE SPRINKLER SYSTEM, NPS 2 AND SMALLER, SHALL BE THE FOLLOWING: INSTALL CONCRETE INSERTS BEFORE CONCRETE IS PLACED; FASTEN INSERTS TO FORMS, AND 1. STANDARD-WEIGHT, BLACK-STEEL PIPE WITH THREADED ENDS; UNCOATED, GRAY-IRON THREADED 7. HANGER RODS: CONTINUOUS-THREAD ROD, NUTS, AND WASHER MADE OF CARBON STEEL. INSTALL REINFORCING BARS THROUGH OPENINGS AT TOP OF INSERTS. 1. EXTENSION PIPE OR RISER CLAMPS (MSS TYPE 8): FOR SUPPORT OF PIPE RISERS NPS 3/4 TO NPS 24. FITTINGS;AND THREADED JOINTS. 8. METALLIC COATING: NO COATING. K. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS, SO THAT PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED 2• CARBON- OR ALLOY-STEEL RISER CLAMPS (MSS TYPE 42): FOR SUPPORT OF PIPE C. STANDARD-PRESSURE, WET-PIPE SPRINKLER SYSTEM, NPS 2-1/2 TO NPS 4, SHALL BE ONE OF THE FOLLOWING: 2.5 THERMAL HANGER-SHIELD INSERTS EQUIPMENT. RISERS NPS 3/4 TO NPS 24 IF LONGER ENDS ARE REQUIRED FOR RISER CLAMPS. 1. STANDARD-WEIGHT, BLACK-STEEL PIPE WITH THREADED ENDS; UNCOATED, GRAY-IRON THREADED A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY L. PIPE SLOPES: INSTALL HANGERS AND SUPPORTS TO PROVIDE INDICATED PIPE SLOPES AND J. HANGER-ROD ATTACHMENTS: COMPLY WITH NFPA REQUIREMENTS. FITTINGS;AND THREADED JOINTS. ONE OF THE FOLLOWING OR APPROVED EQUAL: TO NOT EXCEED MAXIMUM PIPE DEFLECTIONS ALLOWED BY ASME 831.9 FOR BUILDING SERVICES PIPING K. BUILDING ATTACHMENTS: COMPLY WITH NFPA REQUIREMENTS. UNLESS OTHERWISE INDICATED . 2. STANDARD-WEIGHT, BLACK-STEEL PIPE WITH ROLL-GROOVED ENDS; UNCOATED, GROOVED-END 1. CARPENTER & PATERSON, INC AND EXCEPT AS SPECIFIED IN PIPING SYSTEM SECTIONS, INSTALL THE FOLLOWING TYPES: FITTINGS FOR STEEL PIPING; GROOVED-END-PIPE COUPLINGS FOR STEEL PIPING; AND GROOVED 2. NATIONAL PIPE HANGER CORPORATION M. INSULATED PIPING: 1. STEEL OR MALLEABLE-CONCRETE INSERTS (MSS TYPE 18): FOR UPPER ATTACHMENT TO JOINTS. 1. ATTACH CLAMPS AND SPACERS TO PIPING. SUSPEND PIPE HANGERS FROM CONCRETE CEILING. 3. STANDARD-WEIGHT, BLACK-STEEL PIPE WITH PLAIN ENDS; STEEL WELDING FITTINGS; AND WELDED 3. NVENT (CADDY) a. PIPING OPERATING ABOVE AMBIENT AIR TEMPERATURE: CLAMP MAY PROJECT THROUGH JOINTS. 4. PIPE SHIELDS INC. INSULATION. 2. C-CLAMPS (MSS TYPE 23): FOR STRUCTURAL SHAPES. b. PIPING OPERATING BELOW AMBIENT AIR TEMPERATURE: USE THERMAL HANGER-SHIELD 3. SIDE-BEAM BRACKETS (MSS TYPE 34): FOR SIDES OF STEEL OR WOODEN BEAMS. 5. PIPING TECHNOLOGY & PRODUCTS, INC INSERT WITH CLAMP SIZED TO MATCH OD OF INSERT. 3.13 SPRINKLER SCHEDULE c. DO NOT EXCEED PIPE STRESS LIMITS ALLOWED BY ASME B31.9 FOR BUILDING L. SADDLES AND SHIELDS: COMPLY WITH NFPA REQUIREMENTS. UNLESS OTHERWISE INDICATED 6. RILCO MANUFACTURING CO., INC A. USE SPRINKLER TYPES AS INDICATED ON PROJECT DRAWINGS. SERVICES PIPING. AND EXCEPT AS SPECIFIED IN PIPING SYSTEM SECTIONS, INSTALL THE FOLLOWING TYPES: END OF SECTION 211313 7. VALUE ENGINEERED PRODUCTS, INC 1. STEEL-PIPE-COVERING PROTECTION SADDLES 2. INSTALL MSS SP-58, TYPE 39 PROTECTION SADDLES IF INSULATION WITHOUT VAPOR (MSS TYPE 39): TO FILL INTERIOR VOIDS B. INSULATION-INSERT MATERIAL: WATER-REPELLENT-TREATED, ASTM C533, TYPE I CALCIUM BARRIER IS INDICATES. FILL INTERIOR VOIDS WITH INSULATION THAT MATCHES ADJOINING WITH INSULATION THAT MATCHES ADJOINING INSULATION. HANGERS AND SUPPORTS FOR FIRE-SUPPRESSION PIPING AND SILICATE WITH 100-PSI, ASTM C552, TYPE II CELLULAR GLASS WITH 100-PSI, OR, INSULATION. ASTM C591, TYPE VI, GRADE 1 POLYISOCYAN U RATE WITH 125-PSI MINIMUM COMPRESSIVE a. MSS SP-58, TYPE 39 OPTION: THERMAL HANGER-SHIELD INSERTS MAY BE USED. 2. PROTECTION SHIELDS (MSS TYPE 40): OF LENGTH RECOMMENDED IN WRITING BY EQUIPMENT - 210529 - 1 STRENGTH. INCLUDE STEEL WEIGHT-DISTRIBUTION PLATE FOR PIPE NPS 4 AND LARGER IF PIPE IS MANUFACTURER TO PREVENT CRUSHING INSULATION. C. FOR TRAPEZE OR CLAMPED SYSTEMS: INSERT AND SHIELD SHALL COVER ENTIRE INSTALLED ON ROLLERS. 3. THERMAL HANGER-SHIELD INSERTS: FOR SUPPORTING INSULATED PIPE. PART 1 - GENERAL CIRCUMFERENCE OF PIPE. 3. INSTALL MSS SP-58, TYPE 40 PROTECTIVE SHIELDS ON COLD PIPING WITH VAPOR M. COMPLY WITH NFPA REQUIREMENTS FOR TRAPEZE PIPE-HANGER SELECTIONS AND 1.1 RELATED DOCUMENTS D. FOR CLEVIS OR BAND HANGERS: INSERT AND SHIELD SHALL COVER LOWER 180 DEGREES OF BARRIER. SHIELDS SHALL SPAN AN ARC OF 180 DEGREES. APPLICATIONS THAT ARE NOT SPECIFIED IN PIPING SYSTEM SECTIONS. PIPE. a. MSS SP-58, TYPE 40 OPTION: THERMAL HANGER-SHIELD INSERTS MAY BE USED. N. COMPLY WITH MFMA-103 FOR METAL FRAMING SYSTEM SELECTIONS AND APPLICATIONS THAT A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND INCLUDE STEEL WEIGHT-DISTRIBUTION PLATE FOR PIPE NPS 4 AND LARGER IF PIPE IS ARE NOT SPECIFIED IN PIPING SYSTEM SECTIONS. SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS E. INSERT LENGTH: EXTEND 2 INCHES BEYOND SHEET METAL SHIELD FOR PIPING OPERATING INSTALLED ON ROLLERS. SECTION. BELOW AMBIENT AIR TEMPERATURE. 4. SHIELD DIMENSIONS FOR PIPE: NOT LESS THAN THE FOLLOWING: 0. USE POWDER-ACTUATED FASTENERS OR MECHANICAL-EXPANSION ANCHORS INSTEAD OF 1.2 SUMMARY 2.6 FASTENER SYSTEMS a. NPS 1/4 TO NPS 3-1/2: 12 INCHES LONG AND 0.048 INCH THICK. BUILDING ATTACHMENTS WHERE REQUIRED IN CONCRETE CONSTRUCTION. A. POWDER-ACTUATED FASTENERS: NFPA-APPROVED, UL-LISTED, OR FM-APPROVED b. NPS 4: 12 INCHES LONG AND 0.06 INCH THICK. END OF SECTION 210529 A. SECTION INCLUDES: THREADED-STEEL STUD, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE, WITH c. NPS 5 AND NPS 6: 18 INCHES LONG AND 0.06 INCH THICK. d. NPS 8 TO NPS 14: 24 INCHES LONG AND 0.075 INCH THICK. 1. METAL PIPE HANGERS AND SUPPORTS. PULL-OUT, TENSION, AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND 2. TRAPEZE PIPE- HANGERS. BUILDING MATERIALS WHERE USED. e. NPS 16 TO NPS 24: 24 INCHES LONG AND 0.105 INCH THICK. FIRE DEPARTMENT CONNECTIONS - 211119 - 1 3. METAL FRAMING SYSTEMS. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY 5. PIPES NPS 8 AND LARGER: INCLUDE WOOD OR REINFORCED ONE OF THE FOLLOWING OR APPROVED EQUAL: CALCIUM-SILICATE-INSULATION INSERTS OF LENGTH AT LEAST AS LONG AS PROTECTIVE 4. THERMAL HANIGER-SHIELD INSERTS. a. HILTI, INC. SHIELD. PART 1 - GENERAL 5. FASTENER SYSTEMS. b. ITW RAMSET/RED HEAD; ILLINOIS TOOL WORKS, INC. 6. THERMAL HANGER SHIELDS: INSTALL WITH INSULATION OF SAME THICKNESS AS PIPING c. MKT FASTENING, LLC INSULATION. 1.1 RELATED DOCUMENTS 6. EQUIPMENT SUPPORTS. d. SIMPSON STRONG-TIE CO.,INC. 3.3 INSTALLATION OF EQUIPMENT SUPPORTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND 1.3 ACTION SUBMITTALS B. MECHANICAL-EXPANSION ANCHORS: NFPA-APPROVED, UL-LISTED, OR FM-APPROVED, SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS INSERT-WEDGE-TYPE ANCHORS, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE; WITH A. FABRICATE STRUCTURAL-STEEL STANDS TO SUSPEND EQUIPMENT FROM STRUCTURE OVERHEAD SECTION. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. PULL-OUT, TENSION, AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND OR TO SUPPORT EQUIPMENT ABOVE FLOOR. B. SHOP DRAWINGS: SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER. SHOW BUILDING MATERIALS WHERE USED. B. GROUTING: PLACE GROUT UNDER SUPPORTS FOR EQUIPMENT, AND MAKE BEARING SURFACE 1.2 SUMMARY FABRICATION AND INSTALLATION DETAILS AND INCLUDE CALCULATIONS FOR THE FOLLOWING: 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY SMOOTH. A. SECTION INCLUDES: ONE OF THE FOLLOWING OR APPROVED EQUAL: ` 1. TRAPEZE PIPE- HANGERS. a. EATON (B-LINE) C. PROVIDE LATERAL BRACING, TO PREVENT SWAYING, FOR EQUIPMENT SUPPORTS. 1. FLUSH-TYPE FIRE-DEPARTMENT CONNECTIONS. ISSUE DATE 2. METAL FRAMING SYSTEMS. b. EMPIRE TOOL AND MANUFACTURING CO., INC. NO. REVISION 3.4 METAL FABRICATIONS / c. HILTI, INC. 1.3 ACTION SUBMITTALS p� 3. EQUIPMENT SUPPORTS. A. CUT, DRILL, AND FIT MISCELLANEOUS METAL FABRICATIONS FOR TRAPEZE PIPE HANGERS AND C. DELEGATED-DESIGN SUBMITTAL: FOR TRAPEZE HANGERS INDICATED TO COMPLY WITH d. ITW RAMSET/RED HEAD; ILLINOIS TOOL WORKS, INC. EQUIPMENT SUPPORTS. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND e. MKT FASTENING, LLC N SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 2. INDOOR APPLICATIONS: ZINC-COATED OR STAINLESS STEEL. B. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS. FIELD WELD CONNECTIONS 1. INCLUDE CONSTRUCTION DETAILS, MATERIA: DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL 1 THAT CANNOT BE SHCP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. COMPONENTS AND PROFILES, AND FINISHES FOR EACH FIRE-DEPARTMENT CONNECTION. 1. DETAIL FABRICATION AND ASSEMBLY OF TRAPEZE HANGERS. 3. OUTDOOR APPLICATIONS: STAINLESS STEEL. la d LiJ C. FIELD WELDING: COMPLY WITH AWS D1.1/D1.1 M PROCEDURES FOR SHIELDED, METAL ARC PART 2 - PRODUCTS � , 2. INCLUDE DESIGN CALCULATIONS FOR DESIGNING TRAPEZE HANGERS. WELDING; APPEARANCE AND QUALITY OF WELDS AND METHODS USED IN CORRECTING :. '; �"9 "' 2.7 EQUIPMENT SUPPORTS x .r I I . LiJ WELDING WORK; AND WITH THE FOLLOWING: _ � 1.4 INFORMATIONAL SUBMITTALS A. DESCRIPTION: 2.1 FLUSH-TYPE FIRE-DEPARTMENT CONNECTION NFPA-APPROVED, UL-LISTED, OR FM-APPROVED, WELDED, SHOP- OR 1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND ' A. WELDING CERTIFICATES. FIELD-FABRICATED EQUIPMENT SUPPORT, MADE FROM STRUCTURAL-CARBON-STEEL SHAPES. CORROSION RESISTANCE OF BASE METALS. A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY C) ONE OF THE FOLLOWING OR APPROVED EQUAL: LiJ 1.5 QUALITY ASSURANCE 2.8 MATERIALS 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. CL� A. ALUMINUM: ASTM B221. 3. REMOVE WELDING FLUY, IMMEDIATELY. 1. AMERICAN FIRE HOSE& CABINET ISLAND ENGINEERING,PLLC A. STRUCTURAL-STEEL WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND PERSONNEL 2. CROKER 370SMITHAVF.NUE,ISUP,NY11751 T(b41)0i 25 4. FINISH WELDS AT EXPOSED CONNECTIONS, SO NO ROUGHNESS SHOWS AFTER FINISHING ACCORDING TO AWS D1.1/D1.1M. B. CARBON STEEL: ASTM A1011/A1011M. AND SO CONTOURS OF WELDED SURFACES MATCH ADJACENT CONTOURS. 3. ELKHART BRASS MFG. CO., INC Stamp B. PIPE WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND OPERATORS ACCORDING TO 2015 C. STRUCTURAL STEEL: ASTM A36/A36M, CARBON-STEEL PLATES, SHAPES, AND BARS; BLACK ASME BOILER AND PRESSURE VESSEL CODE, SECTION IX. AND GALVANIZED. 3.5 ADJUSTING 4. POTTER ROEMER LLC; A DIVISION OF MORRIS GROUP INTERNATIONAL z D. STAINLESS STEEL: ASTM A240/A240M. A. HANGER ADJUSTMENTS: ADJUST HANGERS TO DISTRIBUTE LOADS EQUALLY ON ATTACHMENTS 5. VENUS FIRE PROTECTION LTD. C•y 4: "or PART 2 - PRODUCTS AND TO ACHIEVE INDICATED SLOPE OF PIPE. B. STANDARD: UL 405.� E. GROUT: ASTM C1107/C1107M, FACTORY-MIXED AND -PACKAGED, DRY, HYDRAULIC-CEMENT, - :��. .�� 2.1 PERFORMANCE REEQUIREMENTS NONSHRINK AND NONMETALLIC GROUT SUITABLE FOR INTERIOR AND EXTERIOR APPLICATIONS. B. TRIM EXCESS LENGTH Or CONTINUOUS-THREAD HANGER AND SUPPORT RODS TO 1-1 2 INCHES. / C. TYPE: FLUSH, FOR WALL MOUNTING. A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER, AS DEFINED IN 1. PROPERTIES: NONSTAINING, NONCORROSIVE, AND NONGASEOUS. ' LLI SECTION 014000 "QUALITY REQUIREMENTS," TO DESIGN TRAPEZE PIPE HANGERS AND D. PRESSURE RATING: 175 PSIG MINIMUM. 2. DESIGN MIX: 5000-PSI, 28-DAY COMPRESSIVE STRENGTH. 3.6 PAINTING E` 100555 EQUIPMENT SUPPORTS. E. BODY MATERIAL: CORROSION-RESISTANT METAL. � Np4 �- B. STRUCTURAL PERFORMANCE: HANGERS AND SUPPORTS FOR FIRE-SUPPRESSION PIPING AND A. TOUCHUP: ESSIO EQUIPMENT SHALT_ WITHSTAND THE EFFECTS OF GRAVITY LOADS AND STRESSES WITHIN LIMITS PART 3 - EXECUTION F. INLETS: BRASS WITH THREADS ACCORDING TO NFPA 1963 AND MATCHING LOCAL O 1. CLEAN FIELD WELDS AND ABRADED, SHOP-PAINTED AREAS. PAINT EXPOSED AREAS FIRE-DEPARTMENT SIZES AND THREADS. INCLUDE EXTENSION PIPE NIPPLES, BRASS LUGGED AND UNDER CONDITIONS INDICATED ACCORDING TO ASCE/SET 7. 3.1 APPLICATION IMMEDIATELY AFTER ERECTING HANGERS AND SUPPORTS. USE SAME MATERIALS AS THOSE SWIVEL CONNECTIONS,AND CHECK DEVICES OR CLAPPERS. 1. DESIGN SUPPORTS FOR MULTIPLE PIPES, INCLUDING PIPE STANDS, CAPABLE OF USED FOR SHOP PAINTING. COMPLY WITH SSPC-PA 1 REQUIREMENTS FOR TOUCHING UP SUPPORTING COMBINED WEIGHT OF SUPPORTED SYSTEMS, SYSTEM CONTENTS, AND TEST A. COMPLY WITH REQUIREMENTS IN SECTION 078413 "PENETRATION FIRESTOPPING" FOR FIELD-PAINTED SURFACES. G. CAPS: BRASS, LUGGED TYPE, WITH GASKET AND CHAIN. Project Name and Address WATER. FIRESTOPPING MATERIALS AND INSTALLATION, FOR PENETRATIONS THROUGH FIRE-RATED a. APPLY PAINT BY BRUSH OR SPRAY TO PROVIDE A MINIMUM DRY FILM THICKNESS OF WALLS, CEILINGS, AND ASSEMBLIES. 2.0 MILS. H. ESCUTCHEON PLATE: RECTANGULAR, BRASS, WALL TYPE. SPRINKLER SYSTEM UPGRADE I 2. DESIGN EQUIPMENT SUPPORTS CAPABLE OF SUPPORTING COMBINED OPERATING WEIGHT 0- OF SUPPORTED EQUIPMENT AND CONNECTED SYSTEMS AND COMPONENTS. B. STRENGTH OF SUPPORT ASSEMBLIES: WHERE NOT INDICATED, SELECT SIZES OF COMPONENTS, 2. CLEANING AND TOUCHUP PAINTING OF FIELD WELDS, BOLTED CONNECTIONS, AND I. OUTLET: WITH PIPE THREADS. 2345 MAIN RIAD LL SO STRENGTH WILL BE ADEQUATE TO CARRY PRESENT AND FUTURE STATIC LOADS WITHIN ABRADED, SHOP PAINTED AREAS ��ON MISCELLANEOUS METAL ARE SPECIFIED IN J. BODY STYLE: HORIZONTAL. GREENPORT, NY 11944 3. DESIGN SEISMIC-RESTRAINT HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT AND SPECIFIED LOADING LIMITS. MINIMUM STATIC DESIGN LOAD USED FOR STRENGTH SECTION 099123 INTERIOR PAINTING. SECTION 099600 HIGH-PERFORMANCE COATINGS. OBTAIN APPROVAL FROM AUTHORITIES HAVING JURISDICTION. DETERMINATION SHALL BE WEIGHT OF SUPPORTED COMPONENTS PLUS 200 LB. K. NUMBER OF INLETS: FOUR. B. GALVANIZED SURFACES: CLEAN WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS, AND C. NFPA COMPLIANCE: COMPLY WITH NFPA 13. 3.2 INSTALLATION OF HANGERS AND SUPPORTS APPLY GALVANIZING-REPAIR PAINT TO COMPLY WITH ASTM A780/A780M. L. OUTLET LOCATION: BACK OR BOTTOM. D. UL COMPLIANCE: COMPLY WITH UL 203. A. METAL PIPE-HANGER INSTALLATION: COMPLY WITH INSTALLATION REQUIREMENTS OF M. ESCUTCHEON PLATE MARKING: SIMILAR TO"AUTO SPKR &STANDPIPE." APPROVALS AND LISTINGS. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS 3.7 HANGER AND SUPPORT SCHEDULE 2.2 METAL PIPE HANGERS AND SUPPORTS N. FINISH: POLISHED CHROME PLATED. REQUIRED TO PROPERLY SUPPORT PIPING FROM BUILDING STRUCTURE. A. SPECIFIC HANGER AND SUPPORT REQUIREMENTS ARE IN SECTIONS SPECIFYING PIPING A. CARBON-STEEL PIPE HANGERS AND SUPPORTS: B. METAL TRAPEZE PIPE-HANGER INSTALLATION: COMPLY WITH MSS SP-58. ARRANGE FOR SYSTEMS AND EQUIPMENT. O. OUTLET SIZE: NPS 8. GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING, AND SUPPORT TOGETHER ON B. COMPLY WITH NFPA REQUIREMENTS FOR PIPE-HANGER SELECTIONS AND APPLICATIONS THAT DRAWN BY DATE 1. DESCRIPTION: FACTORY-FABRICATED COMPONENTS, NFPA APPROVED, UL LISTED, OR FM FIELD-FABRICATED TRAPEZE PIPE HANGERS. ARE NOT SPECIFIED IN PIPING SYSTEM SECTIONS. PART 3- EXECUTION NJC 3/1/2024 APPROVED FOR FIRE-SUPPRESSION PIPING SUPPORT. 0 2. GALVANIZED METALLIC COATINGS: PREGALVANIZED OR HOT-DIP GALVANIZED. 1. PIPES OF VARIOUS SIZES: SUPPORT TOGETHER AND SPACE TRAPEZES FOR SMALLEST PIPE C. USE HANGERS AND SUPPORTS WITH GALVANIZED METALLIC COATINGS FOR PIPING AND SIZE, OR INSTALL INTERMEDIATE SUPPORTS FOR SMALLER-DIAMETER PIPES AS SPECIFIED EQUIPMENT THAT WILL NOT HAVE FIELD-APPLIED FINISHES. 3.1 EXAMINATION CHECKED BY STATUS O CV 3. HANGER RODS: CONTINUOUS-THREAD ROD, NUTS, AND WASHER MADE OF CARBON STEEL. FOR INDIVIDUAL PIPE HANGERS. SP PERMIT APPROVAL D. USE NONMETALLIC COATINGS ON ATTACHMENTS FOR ELECTROLYTIC PROTECTION WHERE A. EXAMINE CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS N-1 2 FIELD FABRICATE FROM ASTM A36/A36M CARBON-STEEL SHAPES SELECTED FOR LOADS ATTACHMENTS ARE IN DIRECT CONTACT WITH COPPER TUBING. FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF PROJECT NUMBER SCALE LC) 2.3 TRAPEZE PIPE HANGERS BEING SUPPORTED. WELD STEEL ACCORDING TO AWS D1.1/D1.1M.. FIRE-DEPARTMENT CONNECTIONS. A. DESCRIPTION: MSS SP-58, TYPE 59, SHOP- OR FIELD-FABRICATED PIPE-SUPPORT E. USE CARBON-STEEL PIPE HANGERS AND SUPPORTS, METAL TRAPEZE PIPE HANGERS, AND 3149 As Noted C. METAL FRAMING SYSTEM INSTALLATION: ARRANGE FOR GROUPING OF PARALLEL RUNS OF METAL FRAMING SYSTEMS AND ATTACHMENTS FOR GENERAL SERVICE APPLICATIONS. B. EXAMINE ROUGHING-IN FOR FIRE-SUPPRESSION STANDPIPE SYSTEM TO VERIFY ACTUAL ASSEMBLY, MADE FROM STRUCTURAL-CARBON-STEEL SHAPES, WITH NFPA-APPROVED, PIPING, AND SUPPORT TOGETHER ON FIELD-ASSEMBLED METAL STRUT SYSTEMS. LOCATIONS OF PIPING CONNECTIONS BEFORE FIRE-DEPARTMENT CONNECTION INSTALLATION. UL-LISTED, OR FM-APPROVED CARBON-STEEL HANGER RODS, NUTS, SADDLES, AND F. USE STAINLESS-STEEL PIPE HANGERS AND STAINLESS-STEEL ATTACHMENTS FOR HOSTILE U-BOLTS. D. THERMAL HANGER-SHIELD INSTALLATION: INSTALL IN PIPE HANGER OR SHIELD FOR INSULATED ENVIRONMENT APPLICATIONS. C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN 2.4 METAL FRAMING _ c YSTEMS PIPING. G. USE THERMAL HANGER-SHIELD INSERTS FOR INSULATED PIPING AND TUBING. CORRECTED. DRAWING TITLE 1 E. FASTENER SYSTEM INSTALLATION: A. MFMA MANUFACTURER METAL FRAMING SYSTEMS: H. HORIZONTAL-PIPING HANGERS AND SUPPORTS: COMPLY WITH NFPA REQUIREMENTS. UNLESS 3.2 INSTALLATION FIRE SPRINKLER SPEC SHEET 2 1. INSTALL POWDER-ACTUATED FASTENERS FOR USE IN LIGHTWEIGHT CONCRETE OR OTHERWISE INDICATED AND EXCEPT AS SPECIFIED IN PIPING SYSTEM SECTIONS, INSTALL THE 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY CONCRETE SLABS LESS THAN 4 INCHES THICK IN CONCRETE, AFTER CONCRETE IS PLACED FOLLOWING TYPES: A. INSTALL WALL-TYPE FIRE-DEPARTMENT CONNECTIONS. ONE OF THE FOLLOWING OR APPROVED EQUAL: AND COMPLETELY CURED. USE OPERATORS THAT ARE LICENSED BY POWDER-ACTUATED STEEL CLEVIS HANGERS ADJUSTABLE, , MSS TYPE 1 a. ABB (ELECTRIFICATION PRODUCTS DIVISION) TOOL MANUFACTURER. INSTALL FASTENERS ACCORDING TO POWDER-ACTUATED TOOL 1 ( ): FOR SUSPENSION OF NONINSULATED B. INSTALL THREE PROTECTIVE PIPE BOLLARDS AROUND EACH FIRE-DEPARTMENT CONNECTION. SHEET EATON (B-LINE) MANUFACTURER'S OPERATING MANUAL. INSTALL IN ACCORDANCE WITH APPROVALS AND OR INSULATED, STATIONARY PIPES NPS 1/2 TO NPS 30. COMPLY WITH REQUIREMENTS FOR BOLLARDS IN SECTION 055000"METAL FABRICATIONS. c. b. AT ORE INTERNATIONAL (UNISTRUT) LISTINGS. 2. ADJUSTABLE, SWIVEL-RING BAND HANGERS (MSS TYPE 10): FOR SUSPENSION OF C. INSTALL AUTOMATIC (BALL-DRIP) DRAIN VALVE AT EACH CHECK VALVE FOR FIRE-DEPARTMENT FP-011 .00 d. FLEX-STRUT INC. 2. INSTALL MECHANICAL-EXPANSION ANCHORS IN CONCRETE, AFTER CONCRETE IS PLACED NONINSULATED, STATIONARY PIPES NPS 1/2 TO NPS 1. CONNECTION. e. G-STRUT AND COMPLETELY CURED. INSTALL FASTENERS ACCORDING TO MANUFACTURER'S WRITTEN 3. U-BOLTS (MSS TYPE 24): FOR SUPPORT OF HEAVY PIPES NPS 1/2 TO NPS 30. f. HAYDON CORPORATION INSTRUCTIONS. INSTALL IN ACCORDANCE WITH APPROVALS AND LISTINGS. END OF SECTION 211119 �... GENERAL-DUTY VALVES FOR WATER-BASED 9. ACTUATOR:WORM GEAR b. BODY DESIGN:TWO PIECE. FIRE-SUPPRESSION PIPING - 210523 - 1 10. SUPERVISORY SWITCH: INTERNAL OR EXTERNAL. c. BODY MATERIAL: FORGED BRASS OR BRONZE. THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND PART 1 - GENERAL 11. END CONNECTIONS FOR VALVES NPS 1 THROUGH NPS 2:THREADED ENDS. d. PORT SIZE: FULL OR STANDARD. SHALL REMAIN THE PROPERTY OF ISLAND ENGINEERING, PLLC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING 12. END CONNECTIONS FOR VALVES NPS 2-1/2: GROOVED ENDS. e. SEATS: PTFE. HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED 1.1 RELATED DOCUMENTS f. STEM: BRONZE OR STAINLESS STEEL. WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL 2.4 IRON BUTTERFLY VALVES WITH INDICATORS NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED AND SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE 9 BALL: CHROME-PLATED BRASS. WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. APPLY TO THIS SECTION. PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: h. ACTUATOR: HANDLEVER. 1.2 SUMMARY 1. ALEUM USA I. END CONNECTIONS FOR VALVES NPS 1 THROUGH NPS 2-1/2: THREADED GENERAL NOTES � ENDS. A. SECTION INCLUDES: 2. ANVIL INTERNATIONAL 1. TWO-PIECE 13ALL VALVES WITH INDICATORS. 3. GLOBE FIRE SPRINKLER CORPORATION j. END CONNECTIONS FOR VALVES NPS 1-1/4 AND NPS 2-1/2:GROOVED ENDS. B. ANGLE VALVES: 4. KENNEDY VALVE COMPANY;A DIVISION OF MCWANE, INC. 2. IRON BUTTERFLY VALVES WITH INDICATORS. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQU'REMENTS, PROVIDE 3. CHECK VALVES. 5. NIBCO INC. PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: 4. IRON OS&Y GATE VALVES. 6. TYCO BY JOHNSON CONTROLS COMPANY a. FIRE PROTECTION PRODUCTS, INC 5. TRIM AND DRAIN VALVES. 7. VICTAULIC COMPANY b. NIBCO INC. ll"". 1.3 DEFINITIONS 8. ZURN INDUSTRIES, LLC c. UNITED BRASS WORKS, INC B. DESCRIPTION: A. NRS: NONRISING STEM. 1. STANDARD: UL 1091 AND FM GLOBAL STANDARD FOR INDICATING VALVES, 2. DESCRIPTION.- B. OS&Y:OUTSIDE SCREW AND YOKE. (BUTTERFLY OR BALL TYPE), CLASS NUMBER 112. a. PRESSURE RATING: 175 PSIG. C. SBR: STYRENE-BUTADIENE RUBBER. 2. MINIMUM PRESSURE RATING: 175 PSIG. b. BODY MATERIAL: BRASS OR BRONZE. 1.4 ACTION SUBMITTALS 3. BODY MATERIAL: CAST OR DUCTILE IRON. c. ENDS:THREADED. A. PRODUCT DATA: FOR EACH TYPE OF VALVE. 4. SEAT MATERIAL: EPDM. d. STEM: BRONZE. 5. STEM: STAINLESS STEEL. e. DISC: BRONZE. 1.5 DELIVERY, STORAGE,AND HANDLING 6. DISC: DUCTILE IRON. A. PREPARE VALVES FOR SHIPPING AS FOLLOWS: f. PACKING:ASBESTOS FREE. 7. ACTUATOR:WORM GEAR. HANDWHEEL: MALLEABLE IRON, BRONZE, OR ALUMINUM. 1. PROTECT INTERNAL PARTS AGAINST RUST AND CORROSION. g 8. SUPERVISORY SWITCH: EXTERNAL. C. GLOBE VALVES: 2. PROTECT THREADS, FLANGE FACES,AND WELD ENDS. 9, BODY DESIGN:GROOVED-END CONNECTIONS. 3. SET VALVES OPEN TO MINIMIZE EXPOSURE OF FUNCTIONAL SURFACES. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: B. USE THE FOLLOWING PRECAUTIONS DURING STORAGE: 2.5 CHECK VALVES a. NIBCO INC. 1. MAINTAIN VALVE END PROTECTION. A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: b. UNITED BRASS WORKS, INC 2. STORE VALVES INDOORS AND MAINTAIN AT HIGHER-THAN-AMBIENT DEW POINT TEMPERATURE. IF OUTDOOR STORAGE IS NECESSARY, STORE VALVES OFF THE 1. AMES FIRE&WATERWORKS;A WATTS BRAND GROUND IN'WATERTIGHT ENCLOSURES. 2. FEBCO;A WATTS BRAND 2. DESCRIPTION: C. USE SLING TO HANDLE LARGE VALVES; RIG SLING TO AVOID DAMAGE TO EXPOSED 3. GLOBE FIRE SPRINKLER CORPORATION a. PRESSURE RATING: 175 PSIG. PARTS. DO NOT USE OPERATING HANDLES OR STEMS AS LIFTING OR RIGGING b. BODY MATERIAL: BRONZE WITH INTEGRAL SEAT AND SCREW-IN BONNET. POINTS. 4. NIBCO INC. c. ENDS:THREADED. D. PROTECT FLANGES AND SPECIALTIES FROM MOISTURE AND DIRT. 5. RELIABLE AUTOMATIC SPRINKLER CO., INC. (THE) d. STEM: BRONZE. 6. TYCO BY JOHNSON CONTROLS COMPANY PART 2- PRODUCTS e. DISC HOLDER AND NUT: BRONZE. 7. VICTAULIC COMPANY 2.1 SOURCE LIMITATIONS 8. VIKING CORPORATION f. DISC SEAT: NITRILE. A. OBTAIN EACH TYPE OF VALVE FROM SINGLE MANUFACTURER. 9. WATTS g. PACKING:ASBESTOS FREE. 2.2 PERFORMANCE REQUIREMENTS 10. ZURN INDUSTRIES, LLC h. HANDWHEEL: MALLEABLE IRON, BRONZE,OR ALUMINUM. A. UL LISTED: VALVES SHALL BE LISTED IN UL'S "ONLINE CERTIFICATIONS DIRECTORY" B. DESCRIPTION: PART 3- EXECUTION UNDER THE HEADINGS LISTED BELOW AND SHALL BEAR UL MARK: 1. STANDARD: UL 312 AND FM GLOBAL STANDARD FOR SWING CHECK VALVES, CLASS NUMBER 1210. 3.1 EXAMINATION 1. FIRE MAIN EQUIPMENT: HAMV-MAIN LEVEL NO. REVISION ISSUE DATE 2 MINIMUM PRESSURE RATING: 175 PSIG A. EXAMINE VALVE INTERIOR FOR CLEANLINESS, FREEDOM FROM FOREIGN MATTER, a. INDICATOR POSTS, GATE VALVE: . .HCBZ-LEVEL 1 AND CORROSION. REMOVE SPECIAL PACKING MATERIALS, SUCH AS BLOCKS, USED C� b. BALL VALVES, SYSTEM CONTROL: HLUG-LEVEL 3 3. TYPE: SINGLE SWING CHECK. TO PREVENT DISC MOVEMENT DURING SHIPPING AND HANDLING. c. BUTTERFLY VALVES: HLXS-LEVEL 3 4. BODY MATERIAL:CAST IRON, DUCTILE IRON,OR BRONZE. B. OPERATE VALVES IN POSITIONS FROM FULLY OPEN TO FULLY CLOSED. EXAMINE -p GUIDES AND SEATS MADE ACCESSIBLE BY SUCH OPERATIONS. d. CHECK VALVES: HMER-LEVEL 3 5. CLAPPER: BRONZE, DUCTILE IRON, OR STAINLESS STEEL. � C. EXAMINE THREADS ON VALVE AND MATING PIPE FOR FORM AND CLEANLINESS. e. GATE VALVES: HMRZ-LEVEL 3 6. CLAPPER SEAT: BRASS, BRONZE,OR STAINLESS STEEL. D. EXAMINE MATING FLANGE FACES FOR CONDITIONS THAT MIGHT CAUSE LEAKAGE. 7. HINGE SHAFT: BRONZE OR STAINLESS STEEL. LLI 2. SPRINKLER SYSTEM&WATER SPRAY SYSTEM DEVICES:VDGT-MAIN LEVEL CHECK BOLTING FOR PROPER SIZE, LENGTH, AND MATERIAL. VERIFY THAT GASKET W a. VALVES,TRIM AND DRAIN:VQGU-LEVEL 1 8. HINGE SPRING: STAINLESS IS OF PROPER SIZE, THAT ITS MATERIAL COMPOSITION IS SUITABLE FOR SERVICE, = STEEL. AND THAT IT IS FREE FROM DEFECTS AND DAMAGE. (f) B. FM GLOBAL APPROVED: VALVES SHALL BE LISTED IN ITS "APPROVAL GUIDE," UNDER 9. END CONNECTIONS: FLANGED, GROOVED,OR THREADED. E. DO NOT ATTEMPT TO REPAIR DEFECTIVE VALVES; REPLACE WITH NEW VALVES. 0 THE HEADINGS (LISTED BELOW: 2,6 IRON OS&Y GATE VALVES W 1. AUTOMATED SPRINKLER SYSTEMS: 3.2 INSTALLATION,GENERAL ISLAND ENGINEERING,PLLC n A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE (� a. INDICATOR POSTS. PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: A. COMPLY WITH REQUIREMENTS IN THE FOLLOWING SECTIONS FOR SPECIFIC i705MMI AVENUE,IS1.m.KY11751 T(631)616-6625 VALVE-INSTALLATION REQUIREMENTS AND APPLICATIONS: b. VALVES. 1. AMERICAN CAST IRON PIPE COMPANY Lli W 1SECTION-SUPPRESSION ION STANDPIPES"FOR APP_ICATION OF VALVES Stamp 1) GATE VALVES. 2. HAMMOND VALVE N r 2 CHECK VALVES S. � ) 3. NIBCO INC. 2. SECTION 211313 "WET-PIPE SPRINKLER SYSTEMS" FOR APPLICATION OF VALVES t,� �p,5 C14�-��. z IN WET-PIPE, FIRE-SUPPRESSION SPRINKLER SYSTEMS. 3) MISCELLANEOUS VALVES. 4. VICTAULIC COMPANY � C. ASME COMPLIANCE: 5. WATTS B. INSTALL LISTED FIRE-PROTECTION SHUTOFF VALVES SUPERVISED-OPEN, LOCATED TO CONTROL SOURCES OF WATER SUPPLY, EXCEPT FRON FIRE-DEPARTMENT 1. ASME B1.20.1 FOR THREADS FOR THREADED-END VALVES. 6. ZURN! INDUSTRIES, LLC CONNECTIONS. INSTALL PERMANENT IDENTIFICATION SIGNS, IVDICATING PORTION LLI 2. ASME B16.1 FOR FLANGES ON IRON VALVES. B. DESCRIPTION: OF SYSTEM CONTROLLED BY EACH VALVE.` 100555 a ry 3. ASME B31.9 FOR BUILDING SERVICES PIPING VALVES. 1. STANDARD: UL 262 AND FM GLOBAL STANDARD FOR FIRE-SERVICE WATER C. INSTALL DOUBLE-CHECK VALVE ASSEMBLY IN EACH FIRE-PROTECTION �°iQpF SS��Np� WATER-SUPPLY CONNECTION. COORDINATE WITH PLUMBING CONTRACTOR FOR D. AWWA COMPLIANCE: COMPLY WITH AWWA C606 FOR GROOVED-END CONNECTIONS. CONTROL VALVES(OS&Y-AND NRS-TYPE GATE VALVES). INSTALLATION. O E. NFPA COMPLIANCE FOR VALVES: 2. MINIMUM PRESSURE RATING: 175 PSIG. D. INSTALL VALVES HAVING THREADED CONNECTIONS WITH UNIONS AT EACH PIECE OF O 3. BODY AND BONNET MATERIAL: CAST OR DUCTILE IRON. EQUIPMENT ARRANGED TO ALLOW EASY ACCESS, SERVICE, MAINTENANCE, AND Project Name and Address Cal 1. COMPLY WITH NFPA 13, NFPA 14,NFPA 20,AND NFPA 24. EQUIPMENT REMOVAL WITHOUT SYSTEM SHUTDOWN. PROVIDE SEPARATE SUPPORT 0 F. VALVE PRESSURE RATINGS: NOT LESS THAN THE MINIMUM PRESSURE RATING 4. WEDGE: CASTOR DUCTILE IRON, OR BRONZE. WHERE NECESSARY. SPRINKLER SYSTEM UPGRADE INDICATED OR HIGHER,AS REQUIRED BY SYSTEM PRESSURES. 5. WEDGE SEAT: CAST OR DUCTILE IRON, OR BRONZE. E. INSTALL VALVES IN HORIZONTAL PIPING WITH STEM AT OR ABOVE THE PIPE CENTER. 2345 MAIN RIAD CL G. VALVE SIZES: SAME AS UPSTREAM PIPING UNLESS OTHERWISE INDICATED. 6. STEM: BRASS OR BRONZE. F. INSTALL VALVES IN POSITION TO ALLOW FULL STEM MOVEMENT. LL_ GREENPORT, NY 11944 H. VALVE ACTUATOR TYPES: 7. PACKING: NON-ASBESTOS PTFE. G. INSTALL VALVE TAGS. COMPLY WITH REQUIREMENTS IN SECTION 210553 1. WORM-GEAR ACTUATOR WITH HANDWHEEL FOR QUARTER-TURN VALVES, "IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT" FOR VALVE TAGS 8. SUPERVISORY SWITCH: EXTERNAL. AND SCHEDULES AND SIGNS ON SURFACES CONCEALING VAL✓ES; AND THE NFPA EXCEPT FOR TRIM AND DRAIN VALVES. 9. END CONNECTIONS: FLANGED OR GROOVED OR THREADED. STANDARD APPLYING TO THE PIPING SYSTEM IN WHICH VALVES ARE INSTALLED. 2. HANDWHEEL: FOR OTHER THAN QUARTER-TURN TRIM AND DRAIN VALVES. INSTALL PERMANENT IDENTIFICATION SIGNS INDICATING THE PORTION OF SYSTEM 3. HANDLEVER: FOR QUARTER-TURN TRIM AND DRAIN VALVES NPS 2 AND SMALLER. 2.7 TRIM AND DRAIN VALVES CONTROLLED BY EACH VALVE. 2.3 TWO-PIECE BALL VALVES WITH INDICATORS A. BALL VALVES: END OF SECTION 210523 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE DRAWN BY DATE A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: NJC 3/1/2024 PRODUCTS BY ONE OF THE FOLLOWING OR APPROVED EQUAL: 114- a. APOLLO VALVES;APART OF AALBERTS INTEGRATED PIPING SYSTEMS 0 1. AMES FIRE EK WATERWORKS;A WATTS BRAND b. FIRE PROTECTION PRODUCTS, INC CHECKED BY STATUS SP PERMIT APPROVAL N 2. NIBCO INC. c. FIRE-END&CROKER CORPORATION 3. VICTAULIC COMPANY PROJECT NUMBER SCALE LO B. DESCRIPTION: d. FNY; FERGUSON ENTERPRISES, INC. 3149 As Noted e. MILWAUKEE VALVE COMPANY 1. UL 1091, EXCEPT WITH BALL INSTEAD OF DISC AND FM GLOBAL APPROVED FOR INDICATING VALVES(BUTTERFLY OR BALL TYPE), CLASS NUMBER 1112. f. NIBCO INC. 2. MINIMUM PRESSURE RATING: 17E PSIG. g. TYCO BY JOHNSON CONTROLS COMPANY DRAWING TITLE 3. BODY DESIGN: TWO PIECE. h. VICTAULIC COMPANY FIRE SPRINKLER SPEC SHEET 3 4. BODY MATERIAL: FORGED BRASS OR BRONZE. i. WATTS 5. PORT SIZE: FULL OR STANDARD. j. ZURN INDUSTRIES, LLC SHEET 6. SEATS: PTFE. 7. STEM: BRONZE OR STAINLESS STEEL. 2. DESCRIPTION: F P-01 2.00 8. BALL: CHROME-PLATED BRASS. a. PRESSURE RATING: 175 PSIG. i _ .�� STANDARD WEIGHT STEEL PIPE TERMINATE SLEEVE SLEEVE OF SIZE TO PASS PIPE FLUSH WITH FINISHED ANNULAR SPACE BETWEEN PIPE THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND WALL SURFACES AND SLEEVE TO BE PACKED WITH SHALL REMAIN HE PROPERTY OF ISLAND ENGINEERING, PLLC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING UL/FM APPROVED MATERIAL AND N\ HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED v\\ WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY TESTED TO THE REQUIREMENTS OF NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED ASTM E814 (UL 1476) AND WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. ASTM 119 (UL 263) HANGER WOOD BLOCK MEA# 307-92-M rrr --� �-- 2" MIN. cpvc SIDE-MOUNT rr rrr PIPE AND WOOD BLOCK VERTICAL GENERAL NOTES rr r r FITTINGS FINISHED ESCUTCHEON PLATE r rrr rrr rr JOIST FLUSH AGAINST WALL AND OF SIZE r rr rrr 1/2" CLEAR MAXIMUM TO COMPLETELY COVER OPENING r rr rrr I (TYP FOR EACH SIDE). 3" MIN. rr rrr 1/2 JOIST DEPTH FINISHED WALL SURFACE, CONCEALED PIPING PIPING EXPOSED TO VIEW NOTES: 1. SEAL OR CAULK SLEEVES THRU TYPICAL R TYPICALECESSED FIRE WALLS IN A SMOKE TIGHT MANNER. TYPICAL HANGER TYPICAL HANGER GYPSUM BOARD RESIDENTIAL 2. PENETRATIONS THROUGH FIRE RATED NO SCALE NO SCALE CEILING SPRINKLER CONSTRUCTION MUST BE FIRESTOPPED 1 -- SAMMY Screw Rod 1 -- All Thread Rod USING LISTED AND APPROVED FIRESTOP 1 -- Ring 1 -- Ring ASSEMBLIES. 1 -- Sammy SWG JOIST BLOCKING SUPPORT DETAIL VERTICAL WOOD SAMMY SCREW SIDEWINDER WOOD SAMMY SCREW SCALE: NONE 1"-1.5" - GST 10 1" - SWG 10 2"-3" - GST 20 1.25-2" - SWG 20 PIPE PENETRATING THROUGH FIRE 4" UP - GST 25 2.5" UP - SWG 25 RATED WALL OR FLOOR DETAIL SCALE: NONE PIPE HANGING DETAIL 12" MAX 1" MIN SCALE: NONE CEILING SLAB OR ROOF DECK 18 GAUGE SHEET METAL SLEEVE TERMINATE: SLEEVE OF SIZE TO PASS PIPE FLUSH WITH EXISTING CONCTETE FINISHED WALL DECK SURFACES FIRE STOP MATERIAL A < UPRIGHT SPRINKLER DETAIL < ° SCALE: NONE NO. REVISION/ISSUE DATE 3 EXPANSION SHIELD -p PROPERLY SIZED FOR LOAD C1 I I LLJ CIO EXISTING PLASTER : ��'.,,? � ��.r t""r (n CEILING J FINISHED ESCUTCHEON PLATE - FLUSH AGAINST WALL AND OF DRILL HOLE THROUGH w SIZE TO COMPLETELY COVER EXISTING CEILING AND INTO ISLAND ENGINEERING,PLLC CONCRETE DECK FOR PIPE 3'a SMIT1 I AVFNUr,1tiIR,NY 11751 T(01)6,1fifi625 1/2" CLEAR MAXIMUM OPENING (TYPICAL SIZES 2"OR LARGER ry FOR EACH SIDE). Stamp J SPRINKLER MAIN(PIPE SIZE ���,�� FINISHED WALL SURFACE. 2 OR LARGER) c'� as J. cry is NOTES: 1. EXPANSION SHIELD HANGER FOR SUPPORT OF 2"OR RECESSED CONCEALED MASONRY OR CONCRETE INTERIOR (n LARGER PIPE UNDER HOLLOW TILE OR METAL LATHS WALL, FLOOR OR CEILING AND PLASTER. SPRINKLER DETAIL f ~ (� 2 100555 PAINT ALL EXPOSED NEW PIPING AND � � SUPPORTS, SCALE: NONE SS����' LL_ o PIPE PENETRATING THROUGH INTERIOR SPRINKLER MAIN PIPE SUPPORT DETAIL n WALL, FLOOR, CEILING DETAIL SCALE: NONE Project Name and Address CD SCALE: NONE UPRIGHT HEAD SPRINKLER SYSTEM UPGRADE I 2345 MAIN RIAD SPRINKLER BRANCH LINE GREENPORT, NY 11944 One Hole Clamp One Hole Clamp BRANCH LINE DRAWN BY DATE � Pros UPRIGHT SPKR. NJC 3/1/2024 a,.Hal.ao.p On.H.I.aanp HEAD 0 ° + Half or atsld. ° + = Hall of Melds1"BRANCH LINE INCREASE NOTES:ids CHECKED BY STATUS O Nob on Ran Q U Dlam.tr or Pk- Nota.n Ran Q U Dimetr or Pips. 10, 11 SPRINKLER MAIN 4" 1, SPRINKLER CONTRACTOR SHALL SIPPERMIT APPROVAL SPRINKLER ABOVE AND BELOW DUCTWORK OR PROJECT NUMBER SCALE OTHER OBSTRUCTION DUCT OR OTHER ❑BSTRUCTI❑N \ / / / / / •� / / / / / / / / / / / / / / / / / / / / / / OVER 48" IN WIDTH OVER 48' IN WIDTH, 3149 As Noted woad JIM or B.. W.W�r Bean I SPRINKLER MAIN � 2. SPRINKLER CONTRACTOR SHALL Log Sarw Lug so. J C❑❑RDINATE WITH THE HVAC O Note on Plan: Hanger Number and 'A' Dlm A'eneion Note on Plan: Hanger Number and ' Dimension HUNG CEILING CONCEALED UPRIGHT HEAD AND GENERAL CONTRACTOR. SPRINKLER HEAD DRAWING TITLE CONCEALED SPRINKLER UPRIGHT SPRINKLER FIRE SPRINKLER DETAILS SHEET 1 PIPE CLAMP SUPPORT DETAIL SPRINKLER INSTALLATION DETAILS SPRINKLER OBSTRUCTION DETAIL SHEET SCALE: NONE SCALE: NONE SCALE: NONE FP-030.00 �P BACKFLOW PREVENTION DEVICE GENERAL NOTES: 1. BACKFLOW PREVENTION DEVICES SHALL BE PROVIDED WITH ADEQUATE CORROSION RESISTANT FLOOR AND/OR WALL SUPPORTS, TO PREVENT DAMAGE TO THE DEVICE AND PIPING. ALL DEVICES 2'AND LARGER, ` \ SHALL BE SUPPORTED TO THE CONCRETE FLOOR SLAB WITH CORROSION RESISTANT PIPE STANCHIONS. THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND SHALL REMAIN THE PROPERTY OF ISLAND ENGINEERING, WOOD BLOCK 2. GRAVITY DRAINS (WHERE APPLICABLE) SHALL BE SIZED FOR MAXIMUM DISCHARGE RATES, AS PER THE PLLC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HANGER MANUFACTURER'S FLOW CHARTS FOR THE UNIT. DRAINS SHALL NOT BE SUBJECT TO FLOODING, AND SHALL BE HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED SIDE-MOUNT PROVIDED WITH 1/4" MESH, CORROSION RESISTANT, EXTERIOR SCREENS OR ONE-WAY HINGED PANELS. WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY cPvc VERTICAL NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED PIPE AND400DOCK WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. FITTINGS 3. THE DISCHARGE ENDS OF GRAVITY DRAINS SHALL BE VISIBLE FOR DAILY INSPECTION BY THE OWNER. JOIST PREFER. FROM - 4. AIR GAP SEPARATIONS, AND MINIMUM CLEAR DISTANCES, SHALL BE AS SHOWN. REMOTE BRANCH LINE GENERAL NOTES 5. BACKFLOW PREVENTION DEVICES (INCLUDING PIPE, VALVES, FITTINGS, AND ACCESSORIES) SHALL NOT BE OIST DEPTH SUBJECT TO FLOODING, AND SHALL BE PROTECTED FROM FREEZING. 6. IN NO CASE SHALL THE INSTALLATION OF BACKFLOW PREVENTION DEVICES INCLUDE UNPROTECTED BYPASS PIPING. CLOSED VALVES ON BYPASS LINES DO NOT CONSTITUTE PROTECTION. 1 INCH TEST VALVE IN 7. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UNBRANCHED AND UNRESTRICTED FROM THE WATER ACCESSIBLE LOCATION 3/4"MAX. 1-3/4"MAX. MAIN TO THE BACKFLOW PREVENTION DEVICE. 8. BACKFLOW PREVENTER VALVES SHALL BE OUTSIDE SCREW AND YOKE (OS&Y)TYPE AS SHOWN ON THE PLANS. TYPICAL ALL VALVES SHALL OPEN BY TURNING COUNTER-CLOCKWISE.VALVES SHALL BE LEFT IN THE OPEN POSITION. PENDANT 9. THE INSTALLATION SHALL BE PERFORMED BY A PLUMBER LICENSED BY THE TOWN OF SOUTHAMPTON. RESIDENTIAL SPRINKLER 10. NO LEAD SOLDER SHALL BE USED FOR THE INSTALLATION. PROVIDE AND INSTALL"E O09. PANEL SHALL BE SS 14 GA. 11. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER METERS AND BACKFLOW RECESSED WELL MTD. AND PROVIDE ACCESS ACCESS PANEL MODEL#S009. P JOIST BLOCKING PIPE SUPPORT PREVENTION DEVICES. TO VALVE. INSTALL ACCESS PANEL AT FLOOR DETAIL - PENDANT HEAD 12. FOLLOWING COMPLETION OF THE INSTALLATION, THE CONTRACTOR'S NEW YORK STATE CERTIFIED BACKFLOW ELEVATION THAT INSPECTOR'S TEST VALVE IS PREVENTION DEVICE TESTER SHALL TEST THE UNIT. TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER, INSTALLED IF. PROVIDE NFPA N AT INSPECTORSS TEST VALVE LOCATIOION.. SCALE: NONE FOR EVENTUAL SUBMITTAL TO THE LOCAL WATER DISTRICT AND HEALTH DEPARTMENT. 1 INCH 45' ELBOW DN. WITH CORROSION 13. ADDITIONALLY, THE OWNER'S CERTIFIED TESTER SHALL TEST ALL INSTALLED DEVICES ON AN ANNUAL BASIS. RESISTANT OUTLET EQ, THE OWNER'S CERTIFIED TESTER SHALL SUBMIT ALL TEST RESULTS TO THE WATER DISTRICT AND THE TO SPRINKLER APPROPRIATE HEALTH DEPARTMENT. 14. ALL INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH THE REQUIREMENTS OF THE WATER DISTRICT, NEW YORK STATE AND LOCAL HEALTH DEPARTMENTS, PLUMBING CODES,AND BUILDING CODES. 15. LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO SATISFY FIELD CONDITIONS. ALL ADJUSTMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE WATER DISTRICT. _ e 16. THE CONTRACTOR SHALL SUBMIT TO THE OWNER, A LISTING OF THE MANUFACTURER'S RECOMMENDED SPARE D - PARTS FOR THE BACKFLOW PREVENTION DEVICE. 17. BACKFLOW PREVENTION DEVICES SHALL BE APPROVED BY THE"FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH AT THE UNIVERSITY OF SOUTHERN CALIFORNIA". INSTALLED AT MIN. 7'-0" A. F. F. 18. UNLESS OTHERWISE NOTED, WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 4'-6", AS _WET PIPE SYSTEM TEST CONNECTION MEASURED FROM FINISHED GRADE TO THE TOP OF PIPE. 19. TEST COCKS SHALL BE POSITIONED,AS SHOWN, TO FACILITATE TESTING. SCALE: NONE G 20. BACKFLOW PREVENTION DEVICES SHALL NOT BE INSTALLED MORE THAN 5'-0"ABOVE VAULT FLOORS OR OSHA APPROVED PLATFORMS. 21. THOROUGHLY FLUSH ALL WATER LINES PRIOR TO INSTALLATION OF THE BACKFLOW PREVENTION DEVICE. NO. REVISION/ISSUE DATE NO BLOCK (� HANGER CPVC SIDE-MOUNT L~LJ PIPE AND VERTICAL Islalia Lv FITTINGS JOIST Cn q k re, USE LOWER Cn J PROVIDED HANGER MOUNTING MOUNTING FLANGES BENT TO Q scREws a o SUIT COMPOSITE ISLAND ENGINEERING PLLC � ONLY a WOOD JOIST LLI (TYP.) Q 0 0 00 370SK11TII AVF.NUF,ISI IF,M 11751 T(611)O. M25 HEAD SET Stamp .; . J HANGER 0 �116 F N wr S J• C14ry OFFSET GAUGE TYPICAL BENT AWAY TO TYPICAL RECESSED * �� ).a a_ CLEAR CEILING GYPSUM BOARD RESIDENTIAL ` MATERIAL CEILING SPRINKLER LLJFaA 1005ry 55 � U 7 Typical SHB1 Headset & SO Offet No-Block SSIO�A o CPVC Pipe Hanger Installation r— Project Name and Address O SPRINKLER SYSTEM UPGRADE 0 i i 2345 MAIN RIAD � a o 00o GREENPORT, NY 11944 0 00 SHB1 Headset CPVC Pipe Hanger DRAWN BY DATE JOIST OFFSET HANGER PIPE NJC 3/1/2024 CHECKED BY STATUSsrA PERMIT APPROVAL o SUPPORT DETAIL N SCALE: NONE PROJECT NUMBER SCALE Ln 3149 As Noted DRAWING TITLE FIRE SPRINKLER DETAILS SHEET 2 SHEET FP-031 .00 i i I ABBREVIATI❑NS; BV - BALL VALVE CLR - CLEAR DIA - DIAMETER THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND TEST DIM - DIMENSION SHALL REMAIN THE PROPERTY OF ISLAND ENGINEERING, AREA HOLE E - EAST PLLC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING ELEV - ELEVATION HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED EQ - EQUAL WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY RESERVED EX - EXISTING NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED FOR FUTURE FF - FINISHED FLOOR WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. POOL FG - FINISHED GRADE GALV - GALVANIZED GFA - GROSS FLOOR AREA GENERAL NOTES GFCI - GROUND FAULT CIRCUIT INTERRUPTER GPM - GALLONS PER MINUTE EXIST SEPTIC H - HIGH SYSTEM TO BE /'` M - METER MAX ABANDONED PER = MAXIMUM SCDH STANDARDS \ ` MIN - MINIMUM N NORTH \ PSI - POUNDS PER SQUARE INCH \ S - SEWER OR SOUTH DOB - DEPARTMENT OF BUILDINGS i SF - SQUARE FEET rim°++� '�,\ STL - STEEL TYP - TYPICAL 1205 ROUTE V _ VOLTS \ - VERT VERTICAL 25 .. ` w .. +►^ ';�, r;r = W - WATER,WEST, OR WATTS IMPROVED ., _,� �� DN - DOWN �wu w r" ' 've SYMBOLS LIST WATER) SYMB❑ DESCRIPTI❑N -'` — X- —X— -X k EXISTING SPRINKLER PIPE TO BE REMOVED �* , EXISTING SPRINKLER PIPE TO REMAIN \`iw \ NEW SPRINKLER PIPE \�\ \ ,� � POINT OF DISCONNECT lt EXISTING SPRINKLER HEAD TO BE CAPPED \� \ EO EXISTING SPRINKLER HEAD TO REMAIN \b \ \ � \ "`•, ���� NEW PENDANT SPRINKLER HEAD LOCATION \\\\\ O NEW UPRIGHT SPRINKLER HEAD LOCATION EL 12.9' ® NEW SIDEWALL SPRINKLER HEAD LOCATION HYDRAULIC REFERENCE NODE O EXIST GAS LINE NEW SPRINKLER CONNECTION TO SOURCE TO REMAIN REVISION/ISSUE DATE \ \\\\ OS&Y VALVE BUTTERFLY VALVEI JL J. d 3 10 011 BALL VALVE AND DRAIN Z 2.5 PROP WATER \ ' i " . , 5 WATER FLOW SWITCH `. SUPPLY LINE 4 :9... PROP 2.5 DCV. \ M WATER METER w BACKFLOW DIRECT #DERINGER20G ,% ` �1P O ISLAND ENGINEERING,PLLC 370 SMITH AVENUE,NUP,NY 11751 T(6,11)636-6625 PROP WATER METER ' N \N CHECK VALVE Stamp Ld MP\ 0 Of NEW YEL 8. '��� TAMPER SWITCH OS&Y VALVE N_Q.\ C��`0� m t� NEW 2" TAP. REFER P WATER FLOW DETECTOR . . w TO SITE/CIVIL DWGS. �Q�Rp ooSssNP��ca FESS L- 0 3" BLAZEMASTER CPVC PIPIIJG ALONG ATTIC 0 RIDGE. INSTALLED TO MAINTAIN'RELIABLE'ATTIC 0 SITE PLAN SPRINKLER INSTALLATION REQUIREMENTS. Project Name and Address o AT 2345 MAIN ROAD SCALE �" SPRINKLER SYSTEM UPGRADE CV SCTM 1000-035.00-01.00-027.002 32 16 O 32 ---------------------------------- ---------------------ATTIC ELEV.(cil+30'-0" 2345 MAIN RIAD PIPING FOR BRANCH LINES PIPING FOR MAINS LL_ 1 /32 III 1"to 2" zY" to 8" GREENPORT, NY 11944 III E Sch.#40 0 Sch.#30 III 0 Sch.#10 0 Sch.#10 III E B.L.T./XL 0 B.L.T./XL , III Cl Dyna-Trd 0 Dyna-Flo —-—-—-—-— --- ---------------------3rd FL ELEVATION aP+20'-01 III ED Dyna-Flo ®BlaseMaster(zY"&3") III 0 W.L.S. ® BlaseMaster (3/4"to 2") 7 r III ALL FITTINGS TO BE UL/FM APPROVEDr6wN DUEIII BLAZEMASTER MEA#43488-M (Pipe&Fittings) NJC 3/19/2024 III p III CHECM BY grATLIS 0 ---------—-—-—-—-—-—-—-—-—-—-—-—-—- 2nd FLOOR ELEVATION ft+10'-c SP PERMIT APPROVAL N III PRO= NUMBM SCM E LO III 3149 As Noted III 2-1/2"DCV BACKFLOW III BACKFLOW DIRECT#DERINGER 20G UPON SPRINKLER SYSTEM DISCHARGE. VALVE SUPERVISORY SW.TIED INTO FIRE ALARM ----------------------------------- --------------- 1 st FLOOR ELEVATION(a)+0.0' DRAVANG WU 3"CPVC RISER UP TO I I I FIRE SPRINKLER SITE PLAN ATTIC AND MAINS LLII I 4 4----- --- �2-1/2"COPPER FIRE SPRINKLER BELOW SHOT GDE TO SITE DCV BACKFLOW P ACKFLOW DIRECT DER NGER20GREVENTER, B FP-200.00 SECTION rr AT 2345 MAIN ROAD NOT TO SCALE SCTM 1000-035.00-01.00-027.002 I I I I i �. - W FT (WATER FLOW TEST) DRAWING NOTE: ALL SPRINKLER OTHER THAN WET-PIPE 10. ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY TESTED AT 20OPS1 FOR A ABBREVIATIONS-. SYSTEM IS UNDER A SEPARATE APPLICATION MINIMUM PERIOD OF(2)HOURS. VILLAGE OF GREENPORT 11. THIS PLAN IS APPROVED ONLY FOR WORK IN THE INDICATED ON THE BV - BALL VALVE TEST TAKEN AT HYDRANT NUMBER 825096000 APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO STATE ROAD 25, 2ND HYDRANT W/O MANHASSET AVENUE 1. ALL SPRINKLER PIPING AND SMALLER SHALL BE SCHEDULE 40 BLACK BE RELIED UPON OR TO BE CONSIDERED AS EITHER APPROVED OR IN CLR - CLEAR STEEL PIPE WITH THREADDEDED ENDS. DIA - DIAMETER THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND BY: SUFFOLK COUNTY WATER AUTHORITY 2. ALL SPRINKLER PIPING 2"AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL ACCORDANCE WITH APPLICABLE CODES. DIM - DIMENSION SHALL REMAIN THE PROPERTY OF ISLAND ENGINEERING, DATE: 2/29/2024 12. CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND PLLC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING PIPING WITH ROLLED GROOVED ENDS. E - EAST STATIC: 68 RESIDUAL:40 FLOWING: 2397 3. ALL SPRINKLER FITTINGS 2"AND SMALLER SHALL BE BLACK SCREW 175LB UNDERGROUND PIPING ARE SUBMITTED TO FIRE MARSHAL PRIOR TO ELEV - ELEVATION HEREIN CONSTITUTE THE ORDINAL AND UNPUBLISHED APPROVAL. WORK OF THE RECORD DESIGN PROFESSIONAL AND MAY 1. WATER FLOW AND TAMPER SWITCH SHALL BE FITTINGS EQ - EQUAL 4. ALL SPRINKLER FITTINGS 2-1/2"AND LARGER SHALL BE UUFM APPROVED 13. PROVIDE TEMPORARY SPRINKLER PROTECTION DURING CONSTRUCTION OR EX - EXISTING NOT BE REPRODUCED, DUPLICATED, USED OR DISCLOSED INTERCONNECTED INTO THE FIRE ALARM SYSTEM FF - FINISHED FLOOR BUILDINGS AND FDNY APPROVED DRAWINGS ARE REQUIRED DEPARTMENT OF GROOVED FITTINGS. BPROVIDE FIRE WATCH. WITHOUT THE WRITTEN CONSENT OF THE THIS OFFICE. 2. UPON COMPLETION OF WORK A CONTRACTOR'S MATERIAL 5. ALL HORIZONTAL PIPING SHALL BE SECURELY HUNG'NITH RING HANGERS,ALL 14. PRIOR TO START CONSTRUCTION. FG - FINISHED GRADE AND TEST CERTIFICATE FOR ABOVEGROUND AND THREAD ROD, JR. C-CLAMPS AND/OR DROP IN EXPAN31ON SHIELDS SPACED AS 15. AS-BUILT DRAWINGS SHALL BE PROVIDED IN SOFT-COPY TO LANDLORD AT THE GALV - GALVANIZED UNDERGROUND PIPING SHALL BE COMPLETED AND PER THE REQUIREMENTS OF NFPA 13 AND THE NEW YORK CITY DOB. COMPLETION OF THE PROJECT GFA - GROSS FLOOR AREA GENERAL NOTES . SUBMITTED TO THE OWNER AND AHJ 6. ALL RISER PIPING SHALL BE SUPPORTED AT EVERY FLOOR LEVEL GFCI - GROUND FAULT CIRCUIT INTERRUPTER 7. SPRINKLER HEADS IN SPACES WITH ACOUSTICAL TILE CEILINGS SHALL BE 16. ALL WORK MUST COMPLY WITH BASE BUILDING RULES AND REGULATIONS. GPM - GALLONS PER MINUTE 17. COORDINATE WITH BASE-BUILDING ENGINEER FOR ALL NEW SPRINKLER TIE-INS H - HIGH INSTALLED IN THE CENTER OF THE CEILING TILES WITH A TOLERANCE OF PLUS 3. ALL REQUIRED SIGNAGE TO BE INSTALLED AROUND THE AND SHUT DOWNS. BUILDING CERTIFYING BUILDING STRUCTURE TYPE FOR OR MINUS 3/4". 18. COORDINATE WITH BASE-BUILDING FIRE ALARM SYSTEM FOR THE PRE-ACTION L - LONG LOCAL FIRE OFFICIALS. 8. ALL NEW SPRINKLER PIPING SHALL HAVE A MINIMUM INTERNAL PIPE DIAMETER SPRINKLER SYSTEM CONNECTIONS. M - METER OF 1". MAX - MAXIMUM 19. ALL OCCUPANCY CLASSIFICATIONS SHOWN ARE LIGHT HAZARD UNLESS NOTED MIN - MINIMUM 9. WHEN EXISTING 3/4" IS RENOVATED, RELOCATED AND/OR MODIFIED, IT SHALL BE 4. ALL EQUIPMENT TO BE INSTALLED SHALL BE APPROVED AND LISTED FOR FIRE PROTECTION SERVICE. REPLACED WITH 1" SPRINKLER PIPING. OTHERWISE N - NORTH PSI - POUNDS PER SQUARE INCH 5. ALL FIRE PROTECTION SYSTEM COMPONENTS AND S - SEWER OR SOUTH MATERIALS SHALL BE LEFT UNCONCEALED UNTIL FINAL FIRE SUPPRESSION CONTRACTOR TO DOB - DEPARTMENT OF BUILDINGS INSPECTION AND APPROVAL BY THE FIRE MARSHAL AND AHJ. PROVIDE INSPECTOR'S TEST AT SF - SQUARE FEET APPROXIMATE LOCATION. COORDINATE STL - STEEL EXACT LOCATION IN FIELD TYP - TYPICAL V - VOLTS VERT - VERTICAL GP56 MECI�AL GP56 W - WATER, WEST, OR WATTS (FUTURE Cilo DN - DOWN BEDROOM#7 BATH#8) FIRE SUPPRESSION CONTRACTOR TO DD5 SYMBOLS L I S T B TH#7 ® PROVIDE INSPECTOR'S TEST AT GP56 o D5s G6 s'-7" APPROXIMATE LOCATION. COORDINATEZ - . 3'3" 4 4 �4 SYMB❑ DESCRIPTI❑N EXACT LOCATION IN FIELD cs ® G5 G5 GP56 ", - X- -X- -X k EXISTING SPRINKLER PIPE TO BE REMOVED i' 1" 1-1/4" 1-1/4" 1-1/2" 3" 3 3" " G5 30 3" 4 G56 50 3. 60 3" 701" r 2'-10° s'-o° s" 2 5'-0" to 1a' 3° 5'-4" s" 4'-2° 4'4° °ss 71 EXISTING SPRINKLER PIPE TO REMAIN DD56 DD56 DD56 DD56 DD56 2-5 DD56 DD5 DD56 DD56 iN j 1 El: D:1 LAUNDRY - 2100, n e N G5 s NEW SPRINKLER PIPE I. BATH#6 e �m Rio � o 3'-3" G6 � ❑ - 7 G5* POINT OF DISCONNECT BATH#5 Gs BEDROOM#3 MECHANICAL EXISTING SPRINKLER HEAD TO BE CAPPED 1 1" 1" 1'_3" 7-1 GP56 MECHANICAL D56 P56 DD5 D56 I N BEDROOM#5 3" RIS THIRD O EX STI G SPRINKLER HEAD TO REMAIN FEFLOOR CEILING/ATTIC NEW PENDANT SPRINKLER HEAD LOCATION PRIMARY BEDROOM#6 3RD FL. SPRINKLER PLAN BEDROOM#4 ❑ NEW UPRIGHT SPRINKLER HEAD LOCATION AT 2345 MAIN ROAD SCALE SCTM 1000-035.00-01.00-027.002 8 4 0 8 ® NEW SIDEWALL SPRINKLER HEAD LOCATION 1 /8"=1 $-0" -- ❑ BATH#4 ® HYDRAULIC REFERENCE NODE 3" RISER UP TO 1 j THIRD FLOOR TYP. FOR SPRINKLER PROTECTION OFFICE THIRD LEVEL /ATTIC - SPRINKLER HEAD SCHEDULE (RELIABLE) NEW SPRINKLER CONNECTION TO SOURCE ALONG STAIR EGRESS PATH Symbol it MODEL Thread K-Factor Description NO. REVISION/ISSUE DATE ❑• 7 G5 1/2" 5.6 Y"ORIFICE QR CONCEALED OS&Y VALVE 2 0) O 15 DD56 1/2" 5.6 Y"ORIFICE QR CONCEALED-212°F LINK 3 ® 8 GP56 1/2" 5.6 Y"ORIFICE QR CONCEALED-212°F LINK BUTTERFLY VALVE "0 ® 3 G6 1/2" 5.6 Y"ORIFICE QR SIDEWALL s1cind BALL VALVE AND DRAIN " Z 2ND FL. SPRINKLER PLAN 33=Total Number of Heads Proposed This Floor ) r) ';' 1 ,d W AT 2345 MAIN ROAD SCALE ATTIC SPRINKLERS SHALL BE ❑ WATER FLOW SWITCH SCTM 1000-035.00-01.00-027.002 PROVIDED WITH 212°F LINK HIGH Y TEMPERATURE SPRINKLER HEAD Of 2-1/2" K COPPER FIRE SPRINKLER BELOW SPRINKLER SYSTEM ISOLATION » > » 8 4 0 8 WITHIN ENCLOSURE. ❑M WATER METER GRADE:TO SITE BACKFLOW PREVENTER. VALVE WITH SUPERVISORY SW. 1 /8 =1 -O ISLAND ENGINEERING,PLLC 370 SMITI I AVFNl1F,(SLIP.NY 11751 T(631)646b625 BACKFLOW DIRECT#DERINGER 20G,2-1/2". TIED INTO BUILDING FIRE ALARM. CHECK VALVE ____ _._ _... -_ SECOND LEVEL - SPRINKLER HEAD SCHEDULE (RELIABLE) ❑ Stamp Ld J 3 � Symbol Count MODEL Thread K-Factor Description T Y y p TAMPER SWITCH OS&Y VALVE C -- -- z BATH#2 2 G5 1/2" 5.6 y"ORIFICE QR CONCEALED b�P '� 0 .2 5; � PRIMARY ® 2=Total Number of Heads Proposed This Floor , 1 BEDROOM#1 WATER FLOW DETECTOR ^ ! ; ► y� 02.5"SERVICE PI 7"I •• OWATER METER FIRE SUPPRESSION CONTRACTOR TO W 10 2s"ocv PROVIDE INSPECTOR'S TEST AT (FIRST LEVEL - SPRINKLER HEAD SCHEDULE (RELIABLE) ' 100555 ry � �A 4� APPROXIMATE LOCATION. COORDINATE Symbol Count MODEL Thread K-Factor Description �'pFES5�0�P EXACT LOCATION IN FIELD O I Q• 1 G5 1/2" 5.6 Y"ORIFICE QR CONCEALED O BAITHI#1 BEDROOM#1 1 =Total Number of Heads Proposed This Floor Project Name and Address O I SPRINKLER SYSTEM UPGRADE N �, -- PIPING FOR BRANCH LINES PIPING FOR MAINS 2345 MAIN RIAD " ��wvv 1"to 2" zy" to 8" GREENPORT, NY 11944 LL- 0 ry- _ ❑ DESIGN CRITERIA(THIRD FLOOR/ATTIC): VFPA 13 WET-SYSTEM 0 Sch.#40 0 Sch.#30 I` DCCUPANCY CLASSIFICATION: LIGHT HAZARD 0 Sch.#10 ®Sch.#10 LIVING DINING METHOD OF SIZING: HYDRAULIC CALCULATION 0 B.L.T./XL 0 B.L.T./XL DENSITY: 0.10 GPM/SQFT. E ,_ _ _ _ _ _ _ 3" _ _ _ _ _ 0 Dyna-Trd O Dyna-Flo 20'-2' THIRD LEVEL/ATTIC SPRINKLERED AREA: 1,527 SQFT. „ 1© 1 --- NUMBER OF SPRINKLERS CALCULATED:5 0 B 0 Dyna-Flo p BlaseMaster(zY"&3 ) LIBRARY ATH#3 ® KITCHEN - DENOTED BY HYDRAULIC CRITERIA OF RELIABLE DD56-6 0 W.L.S. - - SPRINKLERS FIGURE#9 BULLETIN 056 DATED 10/2023 0 BlaseMaster (3/4"to 2") F " SPRINKLER HEAD"K" FACTOR: 5.6 1/2"ORF. DRAWN III DATE 1" Gs @ ALL FITTINGS TO BE UL/FM APPROVED 34" a� STATICPRESSURE:68.0 PSI BLASEMASTER MEA#43488-M (Pipe&Fittings) 3/19/2024 pww ;,ALCULATED RESIDUAL PRESSURE:62.5 PSI O L A SYSTEM DEMAND: 125.38 GPM CHEOM BY STATUS O 3" CPVC FIRE SPRINKLER PIPING EXTERIOR HOSE FLOW: 100GPM SP PERMIT APPROVAL N INSTALLED IN CRAWLSPACE PROJECT NUMBER SCALE Ln 3" RISER UP FROM CRAWLSPACE 3149 As Noted V_ TO THIRD FLOOR TYP. FOR SPRINKL ALONG STAIR EGR. SS PATH DRAWING 7ME FIRE SPRINKLER WORK PLAN 1 ST FL. SPRINKLER PLAN EEr AT 2345 MAIN ROAD SCTM 1000-035.00-01.00-027.002 SCALE FP-201 .00 8 4 0 8 1/8"=1 '-0" I I . - I �load APPROVED AS NOTED COMPLY WITH ALL CODES OF A •3 2,=B.a# 5o�q a NEW YORK STATE&TOWN CODES o I �5 7.5� BY AS Ea IRED AND CONDITIONS OF FEE-�- SOM UN BA NOTIFY BUILDING DEPARTMENT AT B 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED Itylmc FOR POURED CONCRETE 23- Ir13� $OU1E101 we ROUGH-FRAMING&PLUMBING �" SCID I'I�'2y' INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Fire separation required as per prov(G�_, rrequi red Smoker anot Carbon monax;�, NYS Code ag pvr 2020 Res ide n+t'c l �odre� N y5' seG -3�'�R'3 (� PLUMBER • ON LEAD CONTENT BEFIORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE PLUMBING ALI,;PWM9ING WASTE &WATER LINES NEED TESTING BEFORE COVERING i I N72025 ' 20 " E ' GENERAL NOTES GENERAL NOTES (CONT.) DRAWING LIST ED� � . 2 � •��� 'SRC 1. Prior to submitting a Proposal, Bidders shall visit 18. The Contractor shall supervise and direct the A-1 COVER NOTES & LOCATION Ica Q,�S.TAM,q�'S,,,; 21' ! the site and carefully examine the existing premises, the demolition and construction Work, using his best skill and A-2 GROUND FLOOR DEMOLITION & NOTES y23• Pfie-, work to be altered and/or demolished and familiarize attention. The Contractor is sole) responsible for all -- �_ /� � � Y p A-3 SECOND FLOOR DEMOLITION & NOTES 24 y (� 14. themselves with existing conditions and the nature and demolition and construction means, methods, techniques, A-4 GROUND FLOOR PROPOSED PLAN scope of the work and the difficulties which attend its sequences and procedures, and for coordinating all A-5 SECOND FLOOR PROPOSED PLAN x 12.51 212 p • x \ execution. Submission of a Proposal will be construed as portions of the demolition and construction Work under the �c -L x A-6 RCP & ELECTRICAL PLANS OF N�`l`i - _ 24 .� 3_2�J evidence that such an examination has been made, and Contract. Safety provisions of applicable Federal (OSHA), \ A-7 SCREEN PORCH ADDITION later claims for labor, materials or equipment required, or EPA, State, Local Laws, Construction Codes, and sound U / for difficulties encountered, which could have been construction Practice shall be observed and maintained by A-8 SCREEN PORCH ADDITION z �j �'05 / ) foreseen had such an examination been made, will not be the Contractor at all times. In the event of a discrepancy I_ / / / recognized. between the various standards of safety required, the most PROPERTY NOTES Architect: 0 < Z 3" r/ e• 2. The property will be used at times during the entire stringent provision shall be considered to be applicable in CT Architect, PC O 39: d- 11, M' period of construction. The Contractor will cooperate with any given situation. Contractor is responsible for accurate ADDRESS: 2345 MAIN ROAD PO BOX 484 0 0 / the Owner to minimize conflict by protecting segregated fit of all construction including owner-supplied materials. TAX MAP: 1000-35.-1-27.2 Shelter Island,NY 11965 F- -J - r areas of the existing house as well as persons, the 19. Architect is not responsible for floor finishes chosen � TAX LOT: �] ; - � 27.2 T: (347) 489-2177 � e swimming pool, outdoor equipment and accessory by others. � SITE AREA: 49,331 SF OR 1.132 ACRES O a- 11' structures. 20. Finished grading to code around new construction 14' r 3. The Contractor shall assume full responsibility for shall slope away from house and blend into existing. ZONING: R80 N �- 11- ` Tax Ma Lot 27.2 \ TYPE: RESIDENTIAL Q F-_ 1 t p ` \ the protection and safekeeping of products and equipment 21. Concrete shall be air-entrained normal weight HISTORIC: SOUTHOLD HISTORIC -� 1 , to be used for this construction contract while stored on the concrete, have a 28-day compressive strength of 3000 C O 11•\ , u C Project premises. P.S.I., w/max. slump of 5", conforming to A.C.I. 301, latest PRESERVATION COMMITTEE -J z LL� AREA = 49,330.54 SQ. -T. _,2 `,/ 4. The Contractor shall be familiar with and addition. 0 1' , 1 . 132 AC. responsible for adherence to governing regulations of 22. All dimensional lumber to be Doug. Fir, structural LOT COVERAGE CALCULATIONS z -J Q < \ 24' PROPOSED 421 SF a authorities having jurisdiction. International Code Council, grade, No. 2 or better with the following minimum -- X _I U , Inc. and New York State Department of State, specifications; Fb (fiber stress) = 825 psi, Fv (vertical fa U 11� j 1-STY ADDITION 5. All construction shall conform to the 2020 shear = 95 psi, E modulus of elasticity) 1,600,000 psi. SITE AREA: 49,331 SF OR 1.132 ACRES 305.6ow r Residential Code of New York State published by the 23. All flush framed conditions to be securely teco-ed. + o International Code Council, Inc. and New York State 24. Heating & cooling floor vent panels to match flooring ALLOWABLE LOT O `� 58. GENER TOR 2ND ST. Department of State. as flush wooden slat vents. Ceiling vents in white. COVERAGE: 20% W BRICK 17.6' LAie-""��AR� 6. All new construction shall conform to the 2020 25. All interior trim, casings, etc., to match existing as ✓ . a- C3 3" cTRI�T• to 13.0' �� PORCH';. - go 13%9 2' Energy Conservation Construction Code of New York State per dwgs. TOTAL ALLOWABLE • �� the "ECCCNYS" as published b the International Code 26. General contractor is responsible for coordination for DJ GAS LOT COVERAGE: 9,866 SF M TER faA FC✓ ( ) p Y p %> 11• 48.0' METER CIl; \ �� ` Slip T. 16,3 Council, Inc. and New York State Department of State. all trades. 10.1' °' 1x' 10•8 24.4¢ o, Construction conformance may also be validated with the 27. Contractor to repair at his/her own cost any area O rs_ , 11• ) 17.4' Sri / TOTAL PROPOSED z a24-STORY i C use of the NY State 2018 REScheck compliance software. damaged (site, bldg., utility) by construction. a 2 --STORY HOSE IVo. 2345 4'0 :� c\X/ LOT COVERAGE: 2,682 SF 7. The Contractor is to pro✓ide and maintain constant 28. Where new construction meets existing, blend the Q/ \ control of dust, debris and lead containment for renovation, intersection so that no seam or joint is visible. .) 56.6' 0 15.5' 4c0' y17.�c repair and painting during all operations, including the 29. All products, materials, etc., to be installed as per COMPLIANCE: 9,866 > 2,682 SF s 30.6 24.1' to 7.1' - provision of temporary interior and exterior protection manufacturer's recommendations. STEPS 40.6' 30. Contractor shall protect all plantings designated b 46.1 � +� � ;� '' BRICK barriers to safeguard building occupants, pedestrians, p p g g y -- s 12.41' 73.3' adjacent automobile parking, adjacent properties, building owner during construction. GROSS FLOOR AREA 2NL ST. ROO equipment, and existing and new appliances. 31. Minor details not usually shown or specified, but STEP O.H• OPEN ( 90,50 PORCH 8. The Contractor shall keep the construction site as necessary for proper construction of any part of the Work, `XISTING GROSS FLOOR AREA: 7 29 F clean as possible and remove demolition and construction shall be included as if they were indicated in the drawings. PROPOSED 1-STORY ADDITION: 4' F 1• 3' debris from the site at the end of each day and legally 32. All work to be coordinated by general contractor 1A dispose of same. The interiors shall be "broom clean" at unless otherwise noted. Any substitution in TOTAL PROPOSED GROSS FLOOR AREA: 8, 50 S 15• 80 12 /� the end of each day. Consult with owner for location of specifications must be submitted to the architect for - - / dumpster. approval. i " :dOPE OF WORK / Tax Map 9. The Contractor shall restore to satisfactory 2 - condition all new and existing construction work and other NEW SCREENED PORCH IN REAR YARD / Lot 27.3 improvements that are damaged as a result of contract 24" ! r/ I operations. i "I-LOCATE KITCHEN & DINING Iv- 10. Do not scale the drawings; written dimensions 9.54"" � - ! supersede scaled dimensions.2 24 11 PThe Contractor shall \,erify dimensions on the - NEW PRIMARY BEDROOM & BATHROOM AT GROUND FL drawings, measurements at the site, and be responsible - DIVIDE ONE LARGE BEDROOM INTO TWO BEDROOMS for their correctness. No extra charges or compensation will be allowed on account of differences between actual I �./ 1 ✓ field dimensions and those indicated on the drawings. Any NEW LAUNDRY ROOM -� g" 38N differences found shall be reported to the Architect at once, in sufficient time for the Architect's consideration and NEW PAINT FINISH AT WALLS & CEILINGS 0 j/ ?4w + direction before the Contractor proceeds with the work I involved. 12. If any discrepancy or ccnflict should appear in the _SANDING & REFINISHING EXISTING WOOD FLOORS 1s• 1 r' r drawings, the Contractor shall, before proceeding with the CODE ANALYSIS z-�f l 9.06 / N V work in question, notify the Architect and request an . MBOLS LEGEND ' 14" i J i interpretation. In no case shall the Contractor proceed with 130 MPH WIND ZONE WITHIN THE WIND-BORNE DEBRIS the affected work until advised by the Architect. REGION - PRESCRIPTIVE DESIGN EXISTING CONSTRUCTION 13. Unless specifically caller' out as "existing", all noted 2 materials are new. EXISTING CONST. TO BE REMOVED / 42• j / 14. The word "provide" means to supply and install. REFERENCE STANDARDS FOR 130 MPH WIND ZONE DESIGN: y1 r ! 15. The Contractor shall pro✓ide and be responsible for - AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), /j/ ///// /// NEW INTERIOR PARTITION Protect 0 any and all safeguards required by any law, ordinance, WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR 01 ROOMNAME j I T_ permit, insurance requirements,and Architect's admonition, ONE AND TWO-FAMILY DWELLINGS - LATEST EDITION L ROOM NAME & NUMBER NOBLE HOUSE SEAPORT O / I / or that conditions and contingelcies require at the project - AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM 2345 Main Road O + BBRICK PJEIRK r" site, including, but not limited to, protection of openings cut DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES of DOOR TAG Greenport, NY r -tv ,. in walls and floors, for the positive prevention of accident to (ASCE 7-16) C� 1 r 3 ` 2 t"` the public, or to the workmen, o' damage or injury to public --O PARTITION TYPE Issue Date o t,� N or privateproperty. WOOD `a E ` STRUCTURAL DESIGN LOADS NOTE TAG FILING SET 02.01.2024 1 GATE to _ 16. The General Contracto' and Subcontractors shall PRESCRIPTIVE DESIGN TO CODE):7N O 16 6.1 i ns ( )21• 1406-1, Q be licensed ed and insured, as required by authorities having sc SMOKE/CARBON MONOXIDE DETECTOR / , x 3 1 ` \ jurisdiction, to perform the workof this Project. 21" / OW - 17. The Building Construction Work Permit will be paid FLOOR LIVE LOAD: 40 PSF I INTERCOM SYSTEM -__•_L._.-_ 1 / / I 10.92 \ m 0 o-= for by the Owner and will be obtained by the Owner's ROOF DEAD LOAD: 15 PSF GAT9 { _ Representative. All other permits required by authorities FLOOR DEAD LOAD F-1 SURFACE MTD CLG FIXTURE P .Q•B• a.1 r V / r _ having jurisdiction, such as pernits for specific trades, are (SLAB ON GRADE GROUND 4- : : _ : . to be filed for, paid for, and cbtained by the Contractor. SNOW LOAD): 45 PSF F-2 CLG MTD PENDANT FIXTURE DWG Title �-�-- � - •�- EDGE O�pSPH '� � coNC• s,JDEWAuc - ..y-- - Scheduling and obtaining required inspections from -- y � (�" ��l -] 3 COVER SHEET authorities havin urisdiction �s the res onsibilit of the r = EDGE OF ASPHALTo� 2 v Y Y 9 J P Y EXPOSURE: C F-3 WALL SCONCE Contractor. The Contractor stall file for a for, and 9.84 16 . 27' � � �. ' p Y SEISMIC ZONE: Br 5*233o -______ obtain the Certificate of Occupancy from the local Building Date S V x� CLIMATE ZONE: 4 DUPLEX OUTLET Project No. x CL10.41 WEATHERING: SEVERE Department. scale AS NOTED x CL 10.08 \ GROUND SNOW LOAD: 20 �GFI GROUND FAULT INTERRUPT (GFI) DWG No. SITE MAPJ-) ED ) FROST DEPTH: 36" SWITCHED OUTLET r ji A (Dt� TERMITE: M-H IAJ QN71 N 0DECAY: S-M � SUPPLY AIR • DESIGN TEMPERATURE: R01JTE5 (SAX A ICE SHIELD UNDERLAYMENT: YE S RETURN AIR MAIN RoAD (NYSt Page No. 1 OF 8 i M ED A& P 9 OP tit [10 CE) J I III EXISTING Architect: BATH #2 EAT-IN (NO WORK) CE EXISTING CT Architect, PC BREAKFAST STORAGE PO BOX 484 C�:) Shelter Island,NY 11965 T: (347) 489-2177 W/D L=\N] DW 1 1 J`'\ I I I II \ II ® I ® =- EXISTING BEDROOM 6 EXISTING KITCHEN (NO WORK) PORCH I ' LL STORAGE O I i i II II A II �� \\ II 0 L � __ J EXISTING / EXISTING LIVING PARLOR CAR PORT ( — (NO WORK) NO WORK) � \ EXISTING DECK = _ � (NO WORK) EXISTING LIBRARY (NO WORK) CL 0 CL ® o N EXISTING DECK (NO WORK) GROUND FLOOR DEMOLITION PLAN 1/4" = 1'-0" Project NOBLE HOUSE SEAPORT 2345 Main Road Greenport, NY DEMOLITION NOTES: Issue Date 01 EXISTING POWDER ROOM FIXTURES TO BE REMOVED AND CAPPED FILING SET 02.01.2024 02 EXISTING WASHER & DRYER TO BE RELOCATED TO NEW LAUNDRY ROOM ON SECOND FLOOR 03 EXISTING BASEMENT HATCH TO REMAIN AND CLEAR OF ANY OBSTRUCTIONS DWG Title GROUND FLOOR 04 REMOVED EXISTING KITCHEN CABINETRY, MILLWORK, STONE FINISHES DEMOLITION PLAN AND AND APPLIANCES NOTES Date Project No. 05 EXISTING REF/FREEZER TO BE RELOCATED TO NEW KITCHEN Sale AS NOTED LOCATION DWG No. 06 EXISTING SCREEN-INPORCH AND FLOORING TO BE REMOVED; STRUCTURAL POST TO REMAIN pq 07 EXISTING FRENCH DOORS TO BE REPLACED WITH SINGLE 36" DOOR; MULLION AND DAYLITE PATTERN TO MATCH EXISTING Page No. 20F8 D ABC TTi�t,� i 2 1 2 fi0 N EXISTING I I � Architect: BEDROOM #7 EXISTING CT Architect, P (NO WORK) STORAGE PO BOX 484 Shelter Island,NY 11965 EXISTING o BATH #7 T: (347) 489-2177 7(NO WORK) CL �LXneCE o EXISTING EXISTING SITTING ROOM BATH #5 EXISTING (NO WORK) O o BATH #6 (NO WORK) LEI. 0 II EXISTING I BEDROOM I EXISTING BEDROOM EXISTING BEDROOM #6 CL (NO WORK) 0 0 EXISTING BATH #4 N (NO WORK) - EXISTING EXISTING PORCH OFFICE (NO WORK) (NO WORK) SECOND FLOOR DEMOLITION PLAN 1'-0" Project NOBLE HOUSE SEAPORT 2345 Main Road DEMOLITION NOTES: Greenport, NY Issue Date 08 REMOVE WOOD & GLASS PANEL FILING SET 02.01.2024 09 REMOVE NON-STRUCTURAL INTERIOR PARTITION WALL DWG Title SECOND FLOOR DEMOLITION PLAN AND NOTES Date Project No. Scale AS NOTED DWG No. Page No. 30F8 TAM��'Si.� ---------------------------------------- OWNER'S O i a CLOSET / �l OP: N EXISTING BATH #2 I NEW (NO WORK) O EXISTING PRIMARY STORAGE I I Architect: BEDROOM \ I I CT Architect, PC #1 /� I SEE A-7 &A-8 FOR NEW I PO BOX 484 I SCREEN PORCH DETAILS I Shelter Island,NY 11965 I 5'-7" T: (347) 489-2177 I I I I i I I I I /LLJ in EXISTING / BEDROOM BATH #1 N NEW R #2 / a / ® (NO WORK) / 3'-8" � ON �,,� 8 "v 5'-2" O 1 IF -IL I LJL J NEW Id © EXISTING KITCHEN 7� I o LIVING I `'' (NO WORK) DINING II II DW 1 EXISTING — "' Ln LIBRARY (NO WORK) CL O 2*6" 6'-0" O N ±PANTRY ° WET F"'�rBAR eE� J 6" 1 1 T-8" 2'-1"� MUD 0 ROOM i M ICE O _ _il - I Al, 6'-3" 3'-6" 4'-2" 4'-7" N OF' RST FLOOR PROPOSED PLAN 114" = 1'-0" Project FLOOR PLAN NOTES: NOBLE HOUSE SEAPORT ACOUSTICAL SEALANT @ ACOUSTICAL SEALANT @ 01 SAND & REFINISH EXISTING WOOD FLOORS THROUGHOUT; REPAIR 2345 Main Road TOP AND BOTTOM OF WALL, TOP AND BOTTOM OF WALL, WHERE REQUIRED; SEALER TBD Greenport, NY CONTINUOUS CONTINUOUS Issue 02 EXPOSE EXISTING WINDOW FROM THE INTERIOR FILING SET 02..012024 NEW TILE OVER THIN '; NEW WD SIDING TO MATCH — 2X4 WOOD FRAMING 1-1/2" MTL STUD FRAMING SET MORTAR OR EXISTING 03 NEW POWDER ROOM WOOD WAINSCOT ^� AT BATHROOMS 04 NEW PRIMARY BATHROOM; WOOD FLOORS TO REMAIN IN THIS AREA Ll SOUND BATT INSULATION ._ `n SOUND BATT INSULATION VAPOR PERMEABLE MEMBRANE EXCEPT FOR SHOWER N { REFRIGERATOR/FREEZER ~ DWG Title (1) LAYER S/8"GWB TYPE'X' 05 CLOSE UP EXISTING DOOR; WOOD INTERIOR FINISH TO MATCH ON EACH SIDE W/EDGES h' TAPED AND TWO LAYERS OF PLYWOOD SUBSTRATE TO MATCH EXISTING GROUND FLOOR PROPOSED PLAN, JOINT COMPOUND J.^ THICKNESS OF ADJACENT f APPLIED TO JOINTS AND }� , OUTSIDE LAYER OF GWB `M1r SUBSTRATE NOTES & PARTITION TYPES FASTENERS; _, , ,M ���—/M, FACING BATHROOM, POWDER 06 NEW CLOSET UNDERNEATH EXISTING STAIR Date SKIMCOAT FINISH; PAINTED OUTLET FOR APPLIANCES M CLOSED CELL SPRAYFOAM Project No. OR I ROOM, OR LAUNDRY TO BE ` INSULATION BW WOOD FRAMING Scale AS NOTED WATER RESISTANT GWB; / . I WOOD WAINSCOT h.`-- '� 07 NEW KITCHEN AND DINING; ALL NEW CABINETRY, STONE DWG No. '- «; /�� PROVIDE CEMENT BOARD AT TUB AND SHOWER LOCATIONS GWB OR WD WAINSCOT INTERIOR COUNTERTOPS, PLUMBING AND ELECTRICAL NEW WD BASE, PNTD; PROFILE FINISH NEW WD BASE, PNTD; PROFILE s TO MATCH ADJACENT TO MATCH ADJACENT 08 NEW BUILT-IN BANQUET oft 77/ 09 NEW SINGLE 36 DOOR; MULLION AND DAYLITE PATTERN TO MATCH INTERIOR PARTITION @ EXISTING OINTERIOR PARTITION, TYPICAL INTERIOR PARTITION @ PANTRY WET LOCATIONS 4 EXTERIOR WALL INFILL 1 NTS L NTS J NTS NrS Page No. 40F8 D A g.TA4 f,�R —i Or N OArchitect: EXISTING BEDROOM #7 SBELOWTORAGE CT Architect, PC (NO WORK) (STING o PO BOX 484 BATH Shelter Island,NY 11965 #7 1 4'-11" NO WORK) 347 489-2177 o CL 1 O ► o � 00 2 b EXISTING o \ W/D EXISTING BATH NEW SITTING #5 EXISTING I' LAUNDRYE ROOM (NO WORK) ° BATH #6 8,_9,. (NO WORK) (NO WORK) 3 \ W/D DD _J 3 NEW BEDROOM#3 O EXISTING BEDROOM#5 (NO WORK) <�A 5 O' EXISTING CL BEDROOM #6 (NO WORK) NEW BEDROOM#4 0 77 O � \ EXISTING N Z-cjD7 BATH #4 1 �1 (NO WORK) EXISTING EXISTING PORCH OFFICE (NO WORK) (NO WORK) (D SECOND FLOOR PROPOSED PLAN 1/4 — 1 0, Project �3"VENTTHRUROOF NOBLE HOUSE SEAPORT 2345 Main Road „/2• Greenport, NY NEWSINK WWASHER NEW HER FLOOR PLAN NOTES: Issue Date FILING SET 02.01.2024 E3"VENT THRU ROOF 2NDFUR - _ 2NDFLP, _ _ _ 01 SAND & REFINISH EXISTING WOOD FLOORS THROUGHOUT; REPAIR WHERE REQUIRED; SEALER TBD 2• --f -- 2" ,112' 1 112• 1 1l2" 2' 1 112' NEW 1112• 11/2" 02 NEW LAUNDRY ROOM W/ ALL NEW PLUMBING; DRIP PAN & WATER BAR NEW NEW NEW NEW SINK DW SENSOR TO BE INSTALLED UNDERNEATH WASHER LAV LAV NEW LAV KITCHEN SINK NEW NE WC DWG Title WCNEW 03 NEW CLOSETS W/ SHELF & ROD GRNDFLR _ - SHOWER GFNDFIR 2ND FLOOR PROPOSED PLAN, NOTES & PLUMBING RISERS 3" 2" 11/2" 1112• 11,2" 3 11/2" 11/2" 04 NEW NON-STRUCTURAL INTERIOR PARTITION W/ SOUND INSULATION BETWEEN BEDROOMS Date Project No. Scale AS NOTED 05 BUILD UP FLOOR TO MATCH ADJACENT ELEVATION AND FINISH DWG No. SANITARY RISER DIAGRAM: SANITARY RISER DIAGRAM: p NEW PRIMARY BATH & LAUNDRY P NEW KITCHEN /PANTRY& POWDER ROOM 1 SCALE:NTS 2 SCALE:NTS Vm Page No. 50F8 I 212 � ,yQ OP N OWNER'S / {� 1 CLOSET94 Architect: EXISTING BATH#2 i I I (No WORK) � CT Architect, PC Shelter BOX 484 sland,NY 11965 \ \ \ �, I NEW KITCHEN qpGFI — & DINING / NEW PRIMARY -- I GFI GFI BEDROOM / .--- - \ AL Fff3/ NEW / 04 BATH #1 &(,:%,ROUND FLOOR KEY PLAN \ 1 i � �\ 1 BEVI04 V /TS GFI \i;�u �WET 4 MUD ROOM BAR ICE I� I@4 F6_ K3p'_ NEW PRIMARY BED/BATH & POWDER I NEW KITCHEN DINING & PANTRY 1 1/4" = 1'-0" 2 1 A = 1'-0" � II 4 II EXISTING BEDROOM #7 IST (NO WORK) BAT #7 \ NO W( Lr NEW BEDROOM #3 I i Project EXISTING " / b 1 / BEDROOM#5 NOBLE HOUSE SEAPORT I wiD (NO WORK) 2345 Main Road EXISTING f' NEW I -- Greenport, NY no BATH #6 I LAUNDRY I (NO WORK) o I \ RCP LEGEND \ I Issue Date / FILING SET 02.01.2024 GFI \ WAD / �_o F-1 EXISTING WALL SCONCE / / NEW / / BEDROOM #4 FO F-2 NEW WALL SCONCE SECOND FLOOR KEY PLAN / F_3 EXISTING OVERHEAD LIGHT ITS3 Iloo� iffl—— -e'F-4 NEW OVERHEAD LIGHT u u "(S 0 o O E EXISTING GFCI OUTLET DWG Title GFI NEW GFCI OUTLET ELECTRICAL & RCP PLANS � EXISTING i, BATH #4 *ALL NEW LIGHTS TO BE Date EXISTING (NO WORK) HIXTURESCIENCY LED Project No. BEDROOM#6 CL Scale AS NOTED EXISTING 'ALL SWITCHES TO BE DIMMABLE DWG No. (NO WORK) PORCH "ALL OUTLETS IN BATHROOMS (NO WORK) TO BE GFCI uNEW LAUNDRY ROOM 4 NEW SECONDARY BEDROOMS 1/4" = 1'-0" 1/4" = 1'-0" Page No. 60F8 5/4 NOTE5 i < - TO? � 61 t?�, RAIL', FRO/A ' i NVL r<AiJ COi2►J�►C CIF' H Ap5R TD PoGsT_-CoWMJ GT1G�F,15 s _ MrCHOGA.NY (41,1-:k,IIATIVE L"LuK cELI,&;z OF, V><KT iGAi- (,leA.1 N t2L1UC,, F1 R) 11 C0KW(-'K CpLuw4 CAr (1-15FT H,&\Qv) ^I F'CC L.I..0 • 44,4 spy GC t:fJ C O L.U A N CA.P ( R i&l-1— POTY RA,,,�,g T E.P STOP To �e 1 T U -- w N 1�',M�p1�.�'�. 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K.0. !� r LAC I PL14\Imo! r::�DUNPA710N PLAN _ 1/4 ' ZIP@ldl,, A 4 �Xl VIA • Noble House Seaport REVISED: 2345 Main Road, Greenport, NY 11944 Z/`1/2 4 ULU 77 Plans,Elevations &Details mv SCALE: DRAWN BY. CHECKED: ISSUED: JOB NO: As Shown ARS RB 1/5/24 144-4 OF 8 TYP!GAL I - T(P POR.0 I!4 T�OOF INC, - - II - -- — �! r1 n �. m j�` t:,.DX p�YWOOT� RpC3(= 3HZrATN1NG E) t�aT'G WOOt� WtNt7©VJ 51LL. t�Ntl:itJZINK STANbINC� SEAM 1�� PANP L EL5 RNEINZINK. PNIERIGA ING 2 HIGi-1 �Tp�'�EDiNG CAM D32 �•�m TF(CGK. ROOF PAN51 5 W-1 "PRl -W�ATNEf�Eb" FlNt�aH ON EXPD5EC7 SIDIr ANC7 � „ THK fZ- 3o F121G-T'1Df�3 ✓✓1T it t�EMOVE 1;X1ra7,& APt�D'J r(aIM � t�7~I'I,AC,> W, I x AZEK /4 TNK.RzJ1FiNZ1NK Ai}Z-Z UNT7ET�. IMF f�N FAGTDRY-Ai'PL,IEp "P FING" I=LEXIDL-F- PAINT COATING ON PANEL UNbEf251aE. 7 -miM MATUNG EXIST? TP*A.KAjaMT TO P.EGEiVE 5IVING. 'rt"(P ROOTING UNDER;I'L.AYMSNT: FP8I21GATSC? L,5 TO HAVF- STANDING Sf✓AMS 13►7 « p.Ca. WfT{t �P,V� ENb r'GDMFDf.T ITT" ihl�aUL. Ntp.Nt1F CIS, -7 INaTALL�.TIOn,t I?aY "RDGKWWOG�L. (�fTERNA'CIC.7NAL.'# G1.APIt ;O 0 ,aIDiNC-o 70 MATCH 5XICPTG t�i�DVtta>1 I t.p.Y�IZ 7SLF-ADHEf�lNC� �� �iT(NiGH 'TEMpEp,P,TUs) ICE � TERMINUS A5 SHOWN. FOP, 44D4FiNG, PANEL, � P✓ A i 'I&UU'ESK(N VP100 SELF-At;otASZ1�lG NP L'iARRSR, OVER W#-, fv, SN,�iLp" INSTALLEt7 PI;I P�►ANl1F15 INSTRUGTIOMS, 0/512 SYAINLEaa STEEL. GLIPS � ,TA(WLr--e;iS VT ESL- FASTENE•f2S MUST Its Ue?EI7• WALL GN%61FIIKIG � LA `F"E0 OVER GONGEA SPALUM Foigc k R©or- PC.YWt� 5!{EA ifN i7 K, � I THK RNE!! ZIf1K IAI1 .-Z�' bE5P, ROOD PANED - RHEINZINK FLA�aH(NG UN _ 1='OLDEb 81�EADPAN I:Nb -}' %2't GD1`` pLYW17 ROOF 0H5NTHiNG ' "C'`1'P t OF4N UNbERLP,YMSNT : _�T~ R�IINZiNK 11Z'1 GHANMEL 't ICE WP."CEk St-tE4Lbr` „ " „ y ( c,0t TiNUOUS SUPP ANGLE f'P.o•IIP� 1 LA�'Et SELF-At7KERiNG HT (NIGH `1"EMPERATUt E� RN iNZINK 2 NiGH STANP NG 5FAM ,032 T�IIGK GAt , iNSTALL.Et-.�, A'~" PER MANUF'S OVeR 5NTiFr-- Pohl N F 5�{EA7F(ING MOK ROOF F&,N [,S W1114 FAGTOi~Z`(-p.PPLI��+ `t f'F0R001=1NG1I x >uG' OVEt2. RHe NZiNEKK, STAI TEt2 t=LASHING AT LAME. It AND LAPF' R'AfNT' C,oATI1,EC-� oN PANEL UNdEiZ51E7E T1'I? 13.7 o.G. 3 I, u %�F#K. i�F11:INZINK rp,(#Z-Z U�iC7ElZ fit+ PAN>✓L5 12 ' m" 1;2) i/�- x 7 i4 LV L !-t�C�cl�. a-- Tt'P i�UOFVNG UgVMLA''+'MCNT Qrl WX PLYWoo12 POOF SHEATHINGit 11, -- _ - - up gel OVER,W#\LL f _t ---- i - - - Wi l tt f iNZINK GUSTOM FA RIGATED GDN'CINUOUI', R4i:IN21NK aTARTEfZ FLASf-t(NG ! i.Ii + L F-Hr-iNZINK rr> VIA. HALF`FZDUNC7"-- I:JLJ i Ta..Rs• Li 0L-P -F, AJ L.• t;.J'U a 1 `* 1 �' d l \ - Ij n Co SMGbTH AZSK• RAKE I�AZSK` 5/a THK x 3i12h :c' _ .•�: :: < f, I iI + - ,1 I it BEAA�OAI�.C7 ILA OFF OF FL-Al-rs - 3 I, 7 a ePT, tI0,0 MA7�TOP j ' — 1��- X 7 ar LV L. IMF J � G°� 12 LVL. JO(5T �C�'.✓�5tMP5ow HU7" . "C-INZiNK E;NAP LOCK GU`I-TEP, F-1, AGK,ET----- _ _ 14" x 74' WL. LEDGSK LAGS �DLT�2� -t1�tRJ `TQ 2,7.4 11 o•c;. (LOGAZM AT EVI✓R:?,Y 07HeR �IXle'C Woot2 12aZUI7 STANG'(NG �7EANt� f �' 1 R.HEINZiNl�'.� C:.DNTINUOUS `•"aNA.P LDGK ►vt�OC1NT(NG RAIL- /� WHME MA6eVi Y NE`�/ GONSTRUU TtIOM5 REQd HIGH PO(HT TO bE AT GENTEP, DF ZH. SLOPE DOWN e ;/*11 mp t TOWAtzD o!JTLI✓TS To 4��' LZA.U;=tie, AT WEST 51"t OF i GUTTER. �AK� w t2.Dc��/ JUwG�'• '� � TIG. � � 5TAIIL1;� 55 ��TEEL FA�aTSN5RS MUST SE USED i I 2- n ( u AT ALL. oor:IWe f�I A"�!-4iN�fC�U7'TE��LEAtx..t� , i 3 J I x co 5moaT!4 G0NT1NU01j5 2 )( 4p aUPaFASGIA ON I3lrOCKING TF'ti,I M GUT FROM I X�n e MOOT N i`AZ.Ek,'t -~--- w \ _ I NOTE: FOR. INSr GT scPZSW 1S1. Pr, Aitty� 5Ee nVG, A A . 1 � X Cs� Z t'UC�LaIZ WINDOW l✓'fLL, MW5 ;r AI/Ali. FROM St'EONf'�, LUM�1Z G04Zi' ! f 11/2. DIP,, HALF ROUND i2 F'AI? ET X SMOt�TH AZ EIS Tf~ZiM ` z 5/F,," IK x, 3'/2�t P ADf�aG%�P�U $/D EX15TG Wwww sn'I,, - I I5 C.OP�Fg12T p•`t'T�-✓ 0.5 MAhiUI� 1�"�' f GkV�IOOG- INTr N&7IONALr` t�Etw (21) EXIST`? NA"', t iF - �a - - - fJ1�W (3) 1%" ��t-" I.VL HF.P�bEt�.. �T p.G. Mom' 13��1, X �yA,,,, i-vLfe' IZ 2 X 4 IYUCa 51F, �TUUDING S Ite> o.Cl, MAX• N �`� `f/O PLATi� J - DQUI?aLe MGA TREATEp SILL, PLATY ON ALUM '(ERM tTE SNiELE� � i tc Oven 15§LL. .�-Atl- SILL. PLATS TO i�S NSLG rz�NN W/ NUT ARIA "c7IMP�aON HU7 IGd FAG H WL E 1�1ZOV#17E I`LLU SKIN 1(P 100 Sr,-L F ADi-11=1ZING AIR 5)WRIS OveE:R WA�HEI p'Vep. "5iMP50�i1 3n X 3,ix ��q " LP�PS 5/�" EtEA91i,iG PLATE. =tea twF J015T,PA CAR E TWEEN NSW R I`sEb �'OI�GH �k15T`G LiVIiJC� ply 1 y21' Goh.lJUNGTtaN WITH _ W/ "z.-M�c`` FINISH. °� 4 COLUMNS- AT JOIST/RAFTFt . "�I.LiE51�I1,1 VVci 't tN1NI ' � :Xv5, FLAeHII•G f' 'PUNS ALI. PF'Eh fNGG` . - -- AT E.AGH GOLUMN 4-, 5EE D 6,A-7 ® STA.R—rIWG PONT. /r' 6 't At�tGNOP. P�ULTa @ 33°O.G. MAX, P+�oV(DE MIN 2 iOLT i P 1� SILL ~r` NDTES �c»ZCotGAP TQ N f�To I�oU>= / K ' J0lt)T RAFTSR "5iM1 od>f°GpN�lt'1"�Tal�r� ALIGN T/O NEW t'OR' iGK FI,DOR(�tCy j STAI��T1MG & To 12' Fi2DM F-Mp OF' P#GN SILL PLAT. EME6D IOLTS 77 MWIMUM. _ { WiTH 7/0 1:,,XESTG ADJPGE.NT L1V(NC� /alb "LIt r✓F',�.1�t'� ��VELEI7 019ING - "- 4 wl 1AIta e) 0'1 OF Pot�GK GOP.NEEZS, 1'RoviDs P� c+ttt, t.TS Ga 2�1" O.C:. MP• _ 3 "51M�'�Ot�! HEZ�41Ca Z` uZ-MAXI � D1tJING ECM exTE.fZ.tQt-z tot7K etLLS. EXC�oSURE -ra MATC,H EXI�a`r D r 3 GWp 54.SE M01.t7t419 -` STfRAP e, EACH 4 � POST 7/0 FNb WALL. � N -- tt M lttil -M' < MOtZCAR, rJE-(`WING E55 D W/GALV 5XP, McTAL LATR- (,�� SM 'TH aZEll.. TizIM -r T/O 1`10ROH a1RIOK FL,00R1NG FAN. G PC�t H ir'LAN,,FOi� Of�IGK HE12I2 tNG &oN� PATTERht,ON JWI� P,- ,, _ r,0t1i: MOUL.,71NG � M5Are C AVAIL FROM SP50NK, LUM SR,. I 2 SXt'AN5to. l JONT 2 4 CLEAVAGE MEMPP lE I.Q.D. _ `� -NJSEN XIS-�T'G r-ou tCA'i' oO WALE.. TOP OF FouNk N-1710N WP°1L.L. — -- � � � _ /, / J/ �N;<;VJ 1'OI`�Gl-t CON?. ✓LAB W t'?4�{ Mot�TAIZ. ­r/0 F'J1�GF-4 lGK I=i-CX7Rtt�tfa ,.8 �i ///� Ta RUB? IGK PA`J�IZCa. W�Li6NEUllafr.,N PLAN. MEETa N w OR aMUlO`t 1-t• C;�MI:N't S'IAUUC40 RANGING TO GRAY _I l ;°.�" .° X —x X' EXt6T�G F NA WALLS TYP alt -n4jGK POUPEV W FL-AGtf A1tZ-Er�Tt (NOD coNGt�.ST ., 3? 3i2 THK GONG OLP.b 12ElNF W./6"x"lol 4, 10 x ##lo,t W.W.M. (W1 V2 E;w J75, t4-oitC>,(:;. KAY,) f1G ? 3000 PCIF: F"D , FOUNDpTIOW WALL SPLIT OVER, 6 MiL. PPL.-(S- NYLI;NG VAPQfZ p��IZISP. o1J Co AT TOP CIF: WALtl-• THK V/ELL. -T MPED POROUS FILL- W/ NO 014 MIC, MATTPP.. ' Ft. um::;AT"ON WALL, F00TINC"a: �� : ° ;a KEY a'm X 16,"w GONTIN- 'PDURSt7 iN PLACE P,(K-ENTRAiN5p COQG - Arfj FOt3TING F'G ? 3000 P51,, wgz) #1}- iZ1;INFir.JtZGiNra G� _ • • ,c. U�,� �� ,`� LP�I' ✓PLtGSb 16" MiM. WiTH 311 MILE GONG COVEKAGS, FOOT(I�EGS Tp RAT ON UNDtSTUtZEt7 VIF2C�iN �aDIL a . s g C L A MiNIMUtA OF 3`-�, FLOW T=w1eH5,b .�. 3 MINtM,t1M C:oNG. GOViriZPG� T'(R? REVISED: Noble House Seaport 2.,l - ��, Flom 2345 Main Road,Greenport,NY 11944 - A=8 I Sections &Details SCALE: DRAWN BY: CHECKED: ISSUED: JOB NO: As Shown ARS RB 1/5/24 144-4 of s T MS 7'O 7145 IMRSGULAR.ITI15-5 OF -ME EXISTING ROOF � CL6 NEW wOat� mamt eR5 WERE 515TERED, TO EXISTING TO GRV-75 FLAT %%FACES FOP, NEVI( %'� GYP ED FINISHES 'M12OUGHOUT EXERCISE rlooM, GALLEb r` NO KTH PORIZONTAL DUCT 596,GE KNEE WAIL EX.I5T16 EXIST'G GLO EXIaTG LATH Pzm GLO I v EXISTlC . TA R , E \ 7 , XI�aT�G CHIMNEY PN o NEW (2) (�/4" X 11�8 MfGWI,tAM LVLS,116rALGED E NEW PZEf'LAGEMEtJT �� Q F U14MK mX15T'lo RIDGE 8eA M,TO 5U1�potZT New r 1 � FLUM151MG FIXTURES FURRING J= /2 GYP lab GLG, EX19T�& ATT(G GONVER,✓-21 NI TO X�I"ZG15 Iz0©M eX15TG el T ING AR5A �XIaTG C3EUI OQM z t- eX I✓TIC GL o IL NEW INSULATION AT ROOF : NEW K-4q U05E17 GE.LL 5F'1-A'`( t^oAM IN9ULAT1oN IN51 LLEb MTMW EY��TfN6/5I5TEt2Eb KPIFISKO ABOVE EXERCISE ROOM EXISTIRG e?-VPOOM,ALL, A.5 MR, NY5 CODE. THIFP... D FLOOR, PLAW- ZOMING DATA zot�s: Rao elTE ,, REA: 4-0I1331 5,(= OF, 1.132 ACPSia zae 75SCo6. 5 E 455 FLODiZ ZEA TO l:lTILIZEf� ; Co OCoCo .D 7,F K55IDENGE e7T0RIES ALL.OWFD : 2V2 ✓TORIae RE5►t7ENGE STDRIE✓ 'i"`D g� UTILIZED : 3 STDI�.IE�✓ � ,.-SRC . c�r,�� 00s 0 1. ENTIRE THIRD FLOOR To HAVE NEW AUTOMATI G FIRF, ej::,R.INKLEIR 5Y5TeM WHICH WILL CONTINUE GMW THE r,�-T�Jt2W�t,L TO VE ; ijR,✓T r-I,00K EXIT. 2. ALL. EGRE55 GASEMI✓NT WINb©W✓ &Y "GReFA MOUNTAIN �NINDOW✓�` `1"O MATCH FXISTING eXAGTLY IN MUNTIN W1bTH, GHEGK RAIL NONE HOUSE rcSAPOPT �vi5ed WIDTH, NUMI?,E1Z OF LIT6S, ETC, 2345 MAIN izDAC?, GREENpORT NY llg4�- © q'27.24 3, WHERe AGGE✓516LE, INSULATION WILL 55 lWeI ALLI:D To GODS � UkR�M1�.i�1T5. THII2,b FLOOR PLA\N � NOTES �i WHE1zE THE TO' OF MNboW SILLS ARE L555 -'i-1f+3.1 S+"A�� �E FIW(S;He�, FLOOD, 1 cFE t,E UNDt7W5 ARE TO PS PROVU;tV WITH WINDOW FALL, I� CWENTIOIJ l:EVIGES. Scp•Le: Z)PA.WN ey.l CHECKED: I A5 MOWN R15 ARe, 5.10.24 144-4 of 2 RoSERT 5PSNNEZ,ARCHITECT 355 YOUNC�S AVE 501-TNOL.b NEW YORK V971 (eo31)`6S-.7733 i Brit 6o9q 2- r�r;rt r)r�A mr t Q Iod GENERAL NOTES GENERAL NOTES (CONT.) DRAWING LIST ' u �� 60 N72025 ' 20 " E 169 . 21 ­.V D P,P-", 1. Prior to submitting a Proposal, Bidders shall visit 18. The Contractor shall supervise and direct the A-1 COVER NOTES & LOCATION 0 �n.1r,C�'`yl 21" the site and carefully examine the existing premises, the demolition and construction Work, using his best skill and A-2 GROUND FLOOR DEMOLITION & NOTES v \ o" work to be altered and/or demolished and familiarize attention. The Contractor is sole) responsible for all 23 )� y Y P A-3 SECOND FLOOR DEMOLITION & NOTES rt,a , �� ``••�� themselves with existing conditions and the nature and demolition and construction means, methods, techniques, '24 �' 14' 1 9 q A-4 GROUND FLOOR PROPOSED PLAN , \ scope of the work and the difficulties which attend its sequences and procedures, and for coordinating all .A 23~ x 12.51 A-5 SECOND FLOOR PROPOSED PLAN �� 0 x \ execution. Submission of a Proposal will be construed as portions of the demolition and construction Work under the _ �t evidence that such an examination has been made, and Contract. Safety provisions of applicable Federal OSHA P I O NE r \ 24 3.24- Y P Pp (OSHA),\ A-7 THREE SEASON ROOM ""- \0' ® 1 later claims for labor, materials or equipment required, or EPA, State, Local Laws, Construction Codes, and sound U N / 1 k for difficulties encountered, which could have been construction Practice shall be observed and maintained by A-8 THREE SEASON ROOM z ) foreseen had such an examination been made, will not be the Contractor at all times. In the event of a discrepancy - '-' Iw- �'05 / // / recognized. between the various standards of safety required, the most PROPERTY NOTES Architect: 0 � N � 3" / 2. The property will be used at times during the entire stringent provision shall be considered to be applicable in �' 28~ t•--. p P Y 9 9 P pp CT Architect, PC 0 � - _ period of construction. The Contractor will cooperate with any given situation. Contractor is responsible for accurate ADDRESS: 2345 MAIN ROAD PO BOX 484 _ J r.) 11~ / ® �+ the Owner to minimize conflict by protecting segregated fit of all construction including owner-supplied materials. TAX MAP: 1000-35.-1-27.2 Shelter Island,NY 11965 �- -,.` 9` areas of the existing house as well as persons, the 19. Architect is not responsible for floor finishes chosen TAX LOT: 27.2 T: 347 489-2177 = M 18" I l swimming pool, outdoor equipment and accessory by others. SITE AREA: 49,331 SF OR 1.132 ACRES O 0 1 " ( ` \ structures. 20. Finished grading to code around new construction ZONING: R80 1/•� 140 3. The Contractor shall assume full responsibility for shall slope away from house and blend into existing. L I Il` 1 Tax Ma Lot 27.2 \ TYPE: RESIDENTIAL N < F-- ' p \ the protection and safekeeping of products and equipment 21. Concrete shall be air-entrained normal weight HISTORIC: SOUTHOLD HISTORIC � _J 1 1 , to be used for this construction contract while stored on the concrete, have a 28-day compressive strength of 3000 O U - L/ .� Project remises. P.S.I., w/max. slum of 5 , conforming to A.C.I. 301, latest PRESERVATION COMMITTEE � z Q " ` AREA = 49,330. 54 SQ.F . �_ 2- P p g �, 1 4. The Contractor shall b3 familiar with and addition. o ,- �l 1 . 132 AC. responsible for adherence to governing regulations of 22. All dimensional lumber to be Doug. Fir, structural L07I COVERAGE CALCULATIONS Z J \ 1 No. 2 or better with the following minimum � Q • . r authorities having jurisdiction. International Code Council, grade, g - X J U 8• \ 12♦� PROPOSED 421 SF Inc. and New York State Department of State. specifications; Fb (fiber stress) = 825 psi, Fv (vertical _ r0 IY ' 1-STY ADDITION - 5. All construction shall conform to the 2020 shear = 95 psi, E modulus of elasticity) = 1,600,000 psi. SITE AREA: 49,331 SF OR 1.132 ACRES U LtJ ) ( Y) 30'-6" Residential Code of New York State published by the 23. All flush framed conditions to be securely teco-ed. g c International Code Council, Inc. and New York State 24. Heating & cooling floor vent panels to match flooring ALLOWABLE LOT aO 58 GENER TOR sLA 2ND sT Department of State. as flush wooden slat vents. Ceiling vents in white. COVERAGE: 20% LU U BRICK • 17.6' - PLAR.4r■■.wAPQYE""""0 06. All new construction shall conform to the 2020 25. All interior trim, casings, etc., to match existing as w PORCH ENCLOSED Energy Conservation Construction Code of New York State per dw s. � 13` CTRI�T• �i 13.0� � PORCH �,,.~,,,,� 13'-9 2 9Y p 9 TOTAL ALLOWABLE O 0 M TER GAS P ,, (the "ECCCNYS"), as published by the International Code 26. General contractor is responsible for coordination for LOT COVERAGE: 9,866 SF LL_ > ��- 48.0 METER �i �b'C T. �� 16.3 Council, Inc. and New York State Department of State. all trades. O 10.1' °' a0.8 24.4 o, Construction conformance may also be validated with the 27. Contractor to repair at his/her own cost any area T O` 0 1 11" - sT�p 17 °' 00 '� / use of the NY State 2018 REScheck compliance software. damaged site bldg., utility) b construction. TOTAL PROPOSED z \ a 2 -STORY HOUSE No. 2345 ':� a P 9 (site, 9 , Y) Y uction. 4 0 a\ / 7. The Contractor is to provide and maintain constant 28. Where new construction meets existing, blend the LOT COVERAGE: 2,682 SF rn a/X\ control of dust, debris and lead containment for renovation, intersection so that no seam or joint is visible. 56.6' "' o 0 15.5' �' 4cfl y17,i repair and painting during all operations, including the 29. All products, materials, etc., to be installed as per COMPLIANCE: 9,866 > 2,682 SF STEPS 0- 30.6 '� 241• vi 71' -- provision of temporary interior and exterior protection manufacturer's recommendations. 40.8' barriers to safeguard building occupants, pedestrians, 30. Contractor shall protect all plantings designated by i 46.1 g 'n Q BRICK s 12.4' 2ND 5T. �' Roo 13•3� adjacent automobile parking, adjacent properties, building owner during construction. GROSS FLOOR AREA s12 2N OPEN equipment, and existing and new appliances. 31. Minor details not usually shown or specified, but �~ PORCH 8. The Contractor shall keep the construction site as necessary for proper construction of any part of the Work, EXISTING GROSS FLOOR AREA: 7,829 SF \�0.5 clean as possible and remove demolition and construction shall be included as if the were indicated in the drawings. _ I [f.�� .� � Y g PROPOSED 1 STORY ADDITION: 421 SF 11- \�^7130 1 debris from the site at the end of each day and legally 32. All work to be coordinated by general contractor \\�..✓✓/ dispose of same. The interiors shall be "broom clean" at unless otherwise noted. Any substitution in TOTAL PROPOSED GROSS FLOOR AREA: 8,250 SF r the end of each day. Consult with owner for location of specifications must be submitted to the architect for / dumpster. approval. SCOPE OF WORK ! / / Tax Map 9. The Contractor shall restore to satisfactory Lot 27'3 ���► 2 C7 J /� condition all new and existing construction work and other - r:;:W THREE SEASON ROOM ADDITION improvements that are damaged as a result of contract 240 I / operations. - k-LOCATE KITCHEN & DINING Ir 10. Do not scale the drawings; written dimensions 9.54"" l / supersede scaled dimensions. 2 / 24 11 PerseThe Contractor shall verify dimensions on the - [J'.=W PRIMARY BEDROOM & BATHROOM AT GROUND FL drawings, measurements at the site, and be responsible for their correctness. No extra charges or compensation - NEW BATHROOM AT SECOND FL will be allowed on account of differences between actual field dimensions and those indicated on the drawings. Any - DIVIDE ONE LARGE BEDROOM INTO TWO BEDROOMS -MI6~ differences found shall be reported to the Architect at once, 38 1 1 in sufficient time for the Architect's consideration and - NEW LAUNDRY ROOM � o' I 24. r`. i direction before the Contractor proceeds with the work involved. - NEW PAINT FINISH AT WALLS & CEILINGS / 8~ 12. If any discrepancy or conflict should appear in the drawings, the Contractor shall, before proceeding with the CODE ANALYSIS S 9.06 I / Iry �/ work in question, notify the Architect and request an �� �€��ISHING EXISTING WOOD FLOORS interpretation. In no case shall the Contractor proceed with 130 MPH WIND ZONE WITHIN THE WIND-BORNE DEBRIS the affected work until advised by the Architect. REGION - PRESCRIPTIVE DESIGN _ EXISTING CONSTRUCTION 13. Unless specifically called out as "existing", all noted I r / G2 materials are new. REFERENCE STANDARDS FOR 130 MPH WIND ZONE DESIGN: ------- EXISTING CONST. TO BE REMOVED (� 14. The word provide means to supply and install. _ I / 15. The Contractor shall provide and be responsible for - AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), / / NEW INTERIOR PARTITION Project I I 0 an and all safeguards required b an law, ordinance, WOOD FRAME CONSTRUCTION MANUAL (VI/FCM) FOR Y 9 q Y Y ROOMNAME / j I permit, insurance requirements, and Architect's admonition, ONE AND TWO-FAMILY DWELLINGS - LATEST EDITION o'I ROOM NAME & NUMBER NOBLE HOUSE SEAPORT I / or that conditions and contingencies require at the project - AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM 2345 Main Road C / °' I 1 RICK BRICK site, including, but not limited to, protection of openings cut DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES o, DOOR TAG Green port, NY ,� O p , �� / 2�. IPIER'� PIER in walls and floors, for the positive prevention of accident to � (ASCE 7-16) a t 1 PARTITION TYPE (�� I U 3 G2 r- N the public, or to the workmen, or damage or injury to public issue Date o, '1 wo„D a� ` T_ or private property. STRUCTURAL DESIGN LOADS 1 NOTE TAG FILING SET 02.01.2024 I I I ~ GATE m o (� 16. The General Contractor and Subcontractors shall O REVISION 2 10.08.2024 f 16~ 16-1 } - be licensed and insured, as required by authorities having (PRESCRIPTIVE DESIGN TO CODE): sc 21~ � ` Q O SMOKE/CARBON MONOXIDE DETECTOR / 110, / 3 \ jurisdiction, to perform the work of this Project. ��- j 21 / \ 6 - 17. The Building Construction Work Permit will be paid FLOOR LIVE LOAD: 40 PSF DI INTERCOM SYSTEM / 10 92 m o on = for by the Owner and will be obtained by the Owner's ROOF DEAD LOAD: 15 PSF / GAnt / Representative. All other permits required by authorities FLOOR DEAD LOAD F-1 SURFACE MTD CLG FIXTURE C, DB_ 8.1 V / -- : having jurisdiction, such as permits for specific trades, are (SLAB ON GRADE GROUND to be filed for, paid for, and obtained by the Contractor. SNOW LOAD): 45 PSF F-2 CLG MTD PENDANT FIXTURE DWG Title _.. - EDGE O�pSPFi T ! CI D�� - -' Scheduling and obtaining required inspections from - ' ' - EDGE OF ASPHALTao 2011 W g , 73 authorities having jurisdiction is the responsibility of the EXPOSURE: C F-3 WALLSCONCECOVER SHEET 6 . 271 S66Contractor. The Contractor shall file for, pay for, and 9.84 ° ! !! ` � , SEISMIC ZONE: B S6 \�j 2 5 0 vv x CL10.82 - _ obtain the Certificate of Occupancy from the local Building CLIMATE ZONE: 4 DUPLEX OUTLET Date Department. Project No. x CL10.4\ WEATHERING: SEVERE Scale� GROUND FAULT INTERRUPT (GFI) DWG No. AS NOTED XCL10.08 \ GROUND SNOW LOAD: 20 GFI ,) SITE MAP' 1� DEED FROST DEPTH: 36" 1/32"= 1�-0�� 0 IF TERMITE: M-H SWITCHED OUTLET 0DECAY: S-M � SUPPLY AIR 25) MAp) DESIGN TEMPERATURE: 1N Nw' ICE SHIELD UNDERLAYMENT: YES �- RETURN AIR MAIN ROAD (NY S ROUTEt Page No. 1 OF 8 I �kl A 0 12 -1 VNyO [10III EXISTING Architect: BATH #2 EAT-IN (NO WORK) EXISTING CT Architect, PC BREAKFAST STORAGE PO BOX 484 IP CD C Shelter lsland,NY 11965 CD T: (347) 489-2177 W/D DW L _z==� _J CK) EXISTINGi ` \ - - - --�=- _=�� - - -— — — — — — II BEDROOM 6 EXISTING \< A #2 KITCHEN RICH(NO WORK) L IL STORAGE II C�D CK) 0 ILA EXISTING EXISTING LIVING PARLOR CAR PORT ( (NO WORK) NO WORK) EXISTING DECK (NO WORK) EXISTING LIBRARY 0 C CL L Fy--- CL II \y'JII EXISTING DECK (NO WORK) GROUND FLOOR DEMOLITION PLAN 1g/4�- Y Project NOBLE HOUSE SEAPORT 2345 Main Road DEMOLITION NOTES: Greenport, NY Issue Date LING 01 EXISTING POWDER ROOM FIXTURES TO BE REMOVED AND CAPPED FI REVISION SET 2 10.0802.01.2024 .2024 02 EXISTING WASHER & DRYER TO BE RELOCATED TO NEW LAUNDRY ROOM ON SECOND FLOOR 03 EXISTING BASEMENT HATCH TO REMAIN AND CLEAR OF ANY OBSTRUCTIONS DWG Title GROUND FLOOR 04 REMOVED EXISTING KITCHEN CABINETRY, MILLWORK, STONE FINISHES DEMOLITION PLAN AND AND APPLIANCES NOTES Date Project No. 05 EXISTING REF/FREEZER TO BE RELOCATED TO NEW KITCHEN Scale AS NOTED LOCATION DWG No. 06 EXISTING SCREEN-INPORCH AND FLOORING TO BE REMOVED; STRUCTURAL POST TO REMAIN Page No. 20F8 i r 12 ? p EXISTING ICaD Architect: BEDROOM II #7 I \ EXISTING CT Architect, PC (NO WORK) I STORAGE PO BOX 484 EXISTING o Shelter Island,NY 11965 BATH#7 T: (347) 489-2177 (NO WORK) 0 EXISTING EXISTING SITTING ROOM BATH #5 NEW (NO WORK) O o BATH#6 _ oOD II � II o Lh EXISTING 11 BEDROOM 11 EXISTING Li BEDROOM EXISTING BEDROOM #6 CL (NO WORK) -�, 6 \ EXISTING BATH#4 N (NO WORK) ' v EXISTING EXISTING PORCH OFFICE (NO WORK) (NO WORK) SECOND FLOOR DEMOLITION PLAN 1/4" = 1'-0" Project NOBLE HOUSE SEAPORT 2345 Main Road DEMOLITION NOTES: Greenport, NY Issue Date 08 REMOVE WOOD & GLASS PANEL FILING SET 02.01.2024 REVISION 2 10.08.2024 09 REMOVE NON-STRUCTURAL INTERIOR PARTITION WALL DWG Title SECOND FLOOR DEMOLITION PLAN AND NOTES Date Project No. Scale AS NOTED DWG No. Page No. 30F8 i I D . � --------------------------------------- OWNER'S O CLOSET NE�� EXISTING I I I y BATH #2 � � I NEW (NO WORK) EXISTING I PRIMARY STORAGE I Architect: BEDROOM I I CT Architect, PC #1 /� I SEE A-7 &A-8 FOR NEW I PO BOX 484 I THREE SEASON ROOM DETAILS I Shelter Island,NY 11965 I T: (347) 489-2177 5'-7" I I I 0 ffo:' I I I I =#I: 2X8 X5 TO NEW \ 3 BEDROOM / _ REMOVE EXIST'G HEADER& BATH #1 #2 // 8'-0" 4 REPLACE WITH(2) ® (NO WORK) / OPENING — = 1-3/4"x11-7/8"MICROLAMS T_8" —O~O O FLITCH PLATE ABOVE m 3 04, M REMOVE EXIST'G HEADER& ® — REPLACE WITH(3)1-3/4"X 5'-2" 11-7/8"LVLS ABOVE 0 3: NEW M N KITCHEN & Ln 0 DINING I �- — 3 I IF -IF 7 �L O idJLJ 7 EXISTING — — — I o LIVING co (6)2 x 4'S (NO WORK) NEW BEAM(3) I — 1-3/4"X 20" 4"X 12"LVL Z"'a:)7 LVL'S ABOVE I DW HEADER ABOVE EXISTING — l tl U° LIBRARY O CL NEW BEAM(2) 1-3/4"X O 3 ; 11-7/8"LVL'S — 10 o ABOVE L R F O11 an O M 5'-2" N (DF' RST FLOOR PROPOSED PLAN 1 A = 1'-0" Project FLOOR PLAN NOTES: NOBLE HOUSE SEAPORT ACOUSTICAL SEALANT @ ACOUSTICAL SEALANT @ 01 SAND & REFINISH EXISTING WOOD FLOORS THROUGHOUT; REPAIR 2345 Main Road TOP AND BOTTOM OF WALL, TOP AND BOTTOM OF WALL, WHERE REQUIRED; SEALER TBD Greenport, NY CONTINUOUS CONTINUOUS Issue Date 02 EXPOSE EXISTING WINDOW FROM THE INTERIOR FILING SET 02..012024 NEW TILE OVER THIN NEW WD SIDING TO MATCH REVISION 1 08.01.2024 2X4 WOOD FRAMING `' `" 1-1/2"MTL STUD FRAMING EXISTING 03 NEW POWDER ROOM C :ti; REVISION 2 10.08.2024 >. ' SET MORTAR OR , ;< WOOD WAINSCOT ' a r AT BATHROOMS r� 04 NEW PRIMARY BATHROOM; WOOD FLOORS TO REMAIN IN THIS AREA SOUND BATT INSULATION `.' 'rt i SOUND BATT INSULATION j I VAPOR PERMEABLE MEMBRANE EXCEPT FOR SHOWER REFRIGERATOR/FREEZER i (1)LAYER S/8'GWB TYPE'X' I a 05 CLOSE UP EXISTING DOOR; WOOD INTERIOR FINISH TO MATCH DWG Title ON EACH SIDE W/EDGES PLYWOOD SUBSTRATE TO MATCH AND TWO GROUND FLOOR PROPOSED PLAN, JOINT DCOMPOUND LAYERS OF '�' EXISTING NOTES & PARTITION TYPES THICKNESS OF ADJACENT APPLIED TO JOINTS AND % SUBSTRATE ;H OUTSIDE LAYER OF GWB x , —I s,,, �; �� 06 N.I.U. FASTENERS; FACING BATHROOM, POWDER 'aaDate M' SKIMCOAT FINISH; PAINTED OUTLET FOR APPLIANCES ROOM, OR LAUNDRY TO BE ;. CLOSED CELL SPRAYFOAM Project No. OR r�, I INSULATION BW WOOD FRAMING Scale AS NOTED ':x I WOOD WAINSCOTS J WATER RESISTANT GWB; 07 NEW KITCHEN AND DINING' PROVIDE CEMENT BOARD AT TUB , ALL NEW CABINETRY, STONE DWG No. }L AND SHOWER LOCATIONS GWB OR WD WAINSCOT INTERIOR COUNTERTOPS, PLUMBING AND ELECTRICAL NEW WD BASE, PNTD; PROFILE NEW WD BASE, PNTD; PROFILE K f: FINISH TO MATCH ADJACENT rs TO MATCH ADJACENT ' `n OH NEW BUILT-IN WET BAR INTERIOR PARTITION @ 09 NEW ENTRY DOOR CINTERIOR PARTITION, TYPICAL L INTERIOR PARTITION @ PANTRY j WET LOCATIONS �XTRIOR WALL INFILL NTS NTS NTS Page No. 40F8 0 II II Architect: EXISTING STORAGE BELOW CT Architect, PC BEDROOM #7 ISTING (NO WORK) PO BOX 484 BATH Shelter Island,NY 11965 #7 A -2177 41-1111 NO WORK) T: (347) 489 01 7 C�D 9 10 ih b EXISTING I \\ WAD EXISTING BATH lul 0 NEW - SITTING #5 _J1c NE NEW ROOM NO WORK) LA8ND RY 0 BATH #6 3 (NO WORK) CiD a:) L 7:1][ WID 1 -<�3> BATH O #8 NEW ffl BEDROOM#3 CD EXISTING EXISTING BATH OZ T #5 (N WORK) Z_=7 I 7mc L BEDROOM #5 10 (NO WORK) O I \\ I I I � I I \ I CK) EXISTING CL I MII \11 \ 1 ... BEDROOM #6 (NO WORK) L/ _u NEW IJ BEDROOM#4 0 10- EXISTING BATH #4 (NO WORK) EXISTING EXISTING PORCH OFFICE (NO WORK) (NO WORK) SECOND FLOOR PROPOSED PLAN I/ - 0, Project �3"VENTTHRUROOF NOBLE HOUSE SEAPORT 2345 Main Road 11/2" Greenport, NY NEWSINKI NEW WASHER NEW WASHER FLOOR PLAN NOTES: Issue Date FILING SET 02.01.2024 TVENT THRU ROOF 3"VENT THRU ROOF REVISION 1 08.01.2024 2ND FLR 2ND FLR 3RD FLR 01 SAND & REFINISH EXISTING WOOD FLOORS THROUGHOUT; REPAIR REVISION 2 10.08.2024 WHERE REQUIRED; SEALER TBD 2' 2' —T NEW 1112" 1112" 02 NEW LAUNDRY ROOM W1 ALL NEW PLUMBING; DRIP PAN & WATER 11/2" 11/2' 11/2' 11/2" 2' F— 11/2' BAR NEW NEW 1112' 2' T1 1/2' 11/2' NEW NEW NEW NEW LAV SINK OW KITCHEN SINK NEW NEW SENSOR TO BE INSTALLED UNDERNEATH WASHER LAV LAV LAV LAV LAV NEW NE WC -1 NEW DWG Title WC NEW WC NEW 03 NEW CLOSETS W/ SHELF & ROD SHOW SHOWER 2ND FLOOR PROPOSED PLAN, 12* 1 112n 1 112 NEW NEW LAV LAV NE WC NEW GRND FL SHOWER GRND FLR .2ND FLR NEW V FL RR NOTES & PLUMBING RISERS 3' 2' 1112" 11/2' 11/2' 3 1112* 11/2" 3' 2" 11/2" 04 NEW NON-STRUCTURAL INTERIOR PARTITION W/ SOUND INSULATION BETWEEN BEDROOMS Date Project No. Scale AS NOTED 4 05 BUILD UP FLOOR TO MATCH ADJACENT ELEVATION AND FINISH DWG No. SANITARY RISER DIAGRAM: SANITARY RISER DIAGRAM: SANITARY RISER DIAGRAM: 06 NEW EGRESS CASEMENT WINDOWS �p NEW PRIMARY BATH, LAUNDRY&WET BAR P NEW KITCHEN / PANTRY& POWDER ROOM —p- NEW BATHROOM#2, COFFEE STATION SCALE:NTS ��2 SCALE:NTS 3 SCALENTS 07 NEW WINDOW IN BATHROOM WITH TEMPERED GLASS A 08 NEW COFFEE BAR STATION Page No. 50F8 i 1 < �d - ,� Cl2 p �J ,� OWNER'S 1 \ CLOSET _ Architect: EXISTING I- 7 \ BATH #2 L_ J I I I (NO WORK) - - I CT Architect, PC — PO BOX 484 o Shelter Sand,NY 11965 FF T: (347) 489-2177 / \ \ I NEW - // b 1 KITCHEN )GFI \1 / & / \ 1 DINING \ NEW 333 GFI \ PRIMARY GFI \ \ / 1 � BEDROOM DW — N \\— � � \ / GFI / \ / \ \ NEW BATH #1 // \\ \\ /i 04 GFI / � \ \ P R F \ \ _ GROUND FLOOR KEY PLAN \ -- - NTS \ GFI I p® EXISTING LIBRARY (DNN W KITCHEN DINING & PANTRY 4 NEW PRIMARY BED/BATH & POWDER / 1/4" = 1'-0" ( 3 4 lO NEW BEDROOM #3 / Ile 7 EXISTING Project BEDROOM #5 (NO WORK) M NOBLE HOUSE SEAPORT FI,/ 1 \ 2345 Main Road Greenport, NY '1 p-G 1 \ RCPLEGEND IIssue Date FILING SETb / NEW F-1 EXISTING WALL SCONCE REVISION 1 08.01.2024 No __I �/ BEDROOM #4 F_2NEW WALL SCONCE REVISION 2 10.08.2024 I -_— � /NEW p NEW / $F-3EXISTING OVERHEAD LIGHT ° BATH #6 ( LAUNDRY 3oF69— —/ DF-4 NEW OVERHEAD LIGHT GFI WAD o o OI�E EXISTING GFCI OUTLET DWG Title GFINEW GFCI OUTLET ELECTRICAL & RCP PLANS .E 9 SECOND FLOOR KEY PLAN S EXISTING NTS �� BATH #4 *ALL NEW LIGHTS TO BE Date / \ / (NO WORK) HIGH-EFFICIENCY LED Project No. FIXTURES v Scale AS NOTED EXISTING *ALL SWITCHES TO BE DIMMABLE DWG No. PORCH *ALL OUTLETS IN BATHROOMS (NO WORK) TO BE GFCI (D �NW LAUNDRY ROOM 4 NEW SECONDARY BEDROOMS Page No. 60F8 l _ 0 T Ew 3 i.rC���..�1_�"° ���._C..�,4'•.;.�� �.�`�>�`....7"c).. ,I»..�`�„.�'.:"�'�^�� ;. iI '� ._. _. .. -!'G�s' � �f C%`�. ��d" L p i"'t,�,��•�t, 1-:.'^?�,}�< tZ/.'. ff 4+R "'�. �.. ;5^'.:ta"• t>.fl" } E k'" T° € � + ��. 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Prescriptive as per Section 402(Table R402.1.2) X 17-211F�S4`; V"it-I Suffolk County - Climate Zone 4 f rot/ v//(z) Table 402.1.2-lnsulation and fenestration requirements by Component PLII(�et� I& Mj�,, vk,t-1-14 ��,i M�jq COO Le 0 Required Provided r-00TIMS5 T V Ple-SIT, 0I"j, W�)15�*111PIP-Ir- KAIWIM(JM Of� Fenestration U-Factor.32 Max Fixed units 0.28 tt Double-bungs 0.31 (P Doors 0.295 Ww�%,Ifum,� co�!r,� covs-r,�e, 0.40 Max Fixed units 0.26 Double-hungs 0.26 Doors 0.26 R-Value Ceiling R-value-R-49 minimum R-49 --I—A P ( z 4"Wall R-20 minimum R-24.5 REVISED: Floor(existing) R-19 minimum R-34 Noble House Seaport Slab Edge R-10 minimum R-10 2345 Main Road,Greenport, NY 11944 The design conforms substantially with code requirements in A accordance with U and R values set forth in the Energy Sections &Details Conservation Construction Code. Ajmf3 SCALE: DRAWN BY. CHECKED: ISSUED: JOB NO: Ir I ,g� 4,, As Shown ARS RB 1/5/24 144-4 OF 8 A CT Architect PC October 21, 2024 2345 MAIN RD GREENPORT, NY This letter is to certify that ALL insulation on the new work at 2345 Main Road will be Rockwall R-15. This letter tis to supplement the amended set, dated October 8, 2024. Sincerely, Cary Tamark' A r Q Q,t c T IVy�'�'i� •1. r.,.<< N EC EOWE - NOV - 8 2024 Building Department Town of Southold PO BOX 484 I Shelter Island, NY 11965 1 347.489.2177 1 www.tamarkinco.com