The URL can be used to link to this page

Home My WebLink About49427-Z o�SpEF01 t Town of Southold 7/25/2024 y� P.O.Box 1179 W = 53095 Main Rd oy o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45393 Date: 7/25/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Fox Ave, Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2023 pursuant to which Building Permit No. 49427 dated 6/28/2023 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: partial reconstruction of porch to an existing commercial building as applied for. The certificate is issued to Hay Harbor Club Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49427 6/13/2024 PLUMBERS CERTIFICATION DATED 4 ut ri ed Signature TOWN OF SOUTHOLD o�SUFPD�,��o BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE "o • 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#: 49427 Date: 6/28/2023 Permission is hereby granted to: Hay Harbor Club Inc PO BOX 477 Fishers Island, NY 06390 To: reconstruct portion of porch to an existing commercial building as applied for. At premises located at: Fox Ave SCTM #473889 Sec/Block/Lot# 9.-3-1 Pursuant to application dated 5/3/2023 and approved by the Building Inspector. To expire on 12/27/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $854.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $904.40 Building Inspector O��OF SO(/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q lean.devlina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Hay Harbor Club Inc Address: Fox Ave city:Fishers Island st: NY zip: 06390 Building Permit#: 49427 Section: 9 Block: 3 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LaFleche & Sons Elec. License No: 35821 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Outside Porch & Bar on Porch Inspector Signature: Date: June 13, 2024 S.Devlin-Cert Electrical Compliance Form ��o��OE SOUIyOIo * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1 ST fi06vlk t [ ] ROUGH PLBG. [ ] FOUNDATION 2ND*A c'V [ ] 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: Q LL. � 1r'6V'I � ��S P�Q,��✓ I n I Q•✓ T� i n RVA D dew. P/� 8✓ W i DATE INSPECTOR I� � pF SOUTyO TOWN .OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i �vv pinn p1Y1 Ih DATE INSPECTORyhu OF SObTyO� 2�1 # # TOWN. OF SOUTHOLD BUILDING DEPT. 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 Y.:• LECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL - REMARKS: o/G Imo► l' INSPECTOR LOt4Z7 � q � Of SOUr # TOWN OF SOUTHOLD BUILDING DEPT. couff", 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d n n 1 :dr d— DATE INSPECTOR pF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. �ycoorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I�LATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P JE C/O [ ] RENTAL REMARKS: DATEd5bPA' INSPECTOR GNCB 1� Consulting Engineers,P.C. Structural Engineering Historic Preservation Reality Capture April 2, 2024 Town Hall Annex Building Town of Southold E 0 U E Southold, NY 11971 Attn: Michael J. Verity APR 1 6 2024 •- ' Chief Building Official Email: mike.verity(a-)-town.southold.ny.us *;cFr`{tl�� ., � � Re: Hay Harbor Club Porch Renovations Fishers Island, New York 06390 Permit No.: 49427 Tax Map No. 473889 Section/Block/Lot: #9.-3-1 Dear Mr. Verity: GNCB Consulting Engineers, P.C., (GNCB) is the Engineer of Record for the porch renovations at the Hay Harbor Club project under construction on Fishers Island, NY. The permit set of structural drawings is dated June 13, 2023. This letter is to summarize the structural engineering scope of work that has been substantially completed. Photos of project work are included. it�li lllllillllllll IIIINIh• IIIIIII IBI'Ili l l llllll I I►� h (t! tt '! 'I" ■ Photo P-1: Existing West Elevation 1358 Boston Post Road (860)388-1224 P.O.Box 802 Principals: gncbengineers.com Old Saybrook,CT 06475 Charles C.Brown,PE Richard A.Centola,PE • Thomas Curry Jr.,PE,SE lastname@gncbengineers.com Hay Harbor Club �� '••. Porch Renovations 1/ Fishers Island, NY Consulting Engineers,P.C. April, 2024 It is my opinion that the foundation and framing work at the Hay Harbor Club porch renovation project is constructed in substantial conformance with the Contract Documents, and in accordance with the 2020 New York State Building Code structural requirements, and accepted engineering practice. Very truly, of NEW j, C V --- � ��GUArrse9op� Charles C. Brown, PE Prepared by: Sr. Principal '-a s Roxanne L. Brown OfESS10NP� Engineer/Project Manager cc: Bruce Kinlin, AIA Bruce@kinlinrutherfurd.com Lily Rutherfurd, AIA Lily@kinlinrutherfurd.com Kinlin Rutherfurd Architects, PLLC New York, NY 10022 cc: William Bartlett H. P. Broom Housewright, Inc. Hadlyme, CT 06439 bill@hpbroom.com Page 15 of 16 June 16,2023 Town of Southold—Building Department Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 RE: Hay Harbor Club House Fox Avenue Fishers Island,NY 06390 SCTM#10-9.-3-1 Dear Town of Southold: In regards to the elevations at the Hay Harbor Club House and the house being below elevation 10, and in DEC jurisdiction, I have reviewed recent available UDAR elevation data from the National Oceanic and Atmospheric Administration(NOAA). Based on this LiDAR data the lowest elevation adjacent to the structure is about elevation 15 at the south perimeter and the highest adjacent grade being about elevation 21 on the north end.Additionally based on some limited survey work performed in 2012 post storm Sandy those elevations collaborate the Club House is above elevation 10. Sincerely, Craig Bigger,PLS Senior Surveyor cc: T:860.885.1055 www.chacompanies.com 400 Columbus Boulevard,Suite 301,Rocky Hill,CT 1 Verity, Mike From: Gary Mislick <gary@hpbroom.com> Sent: Friday, October 13, 2023 2:13 PM To: Verity, Mike Subject: , Hay harbor footing rebar ho/- (�,er•r�,c� � GQ �l c..�G Qa��S 10 _may 1. AW aa 'L/ fe• •L1"r � _ s ..'�':. lk l a , � 1 J 1 ,� , ` , . y, • }�.� 'ram �ej1�� 1 • t� 1� •fit i �. * t s s. _ f 1 O 4 4 r c „ _ • L . r� s V •'�- 'y „ter � - , ,� Y i -`�'�� '�r. y •, * �� ;�a: � �� _ ��- ice,- � `tJ,,,..r, ,�•,•_ w• aY l�y ,�v � ��. +T•'= ' .j' ti'. , V ,y _, 1 f _• , ! ` .. �'��'�+ . I.�j` . •�.,��,�. i ` ~� 1• 1 �y �� w co ok r. � vA� , +• t ti� �` .� 4t ti �wL rA 711 ` � �• •, Zia J yr ��' `t i � .r , Y °�, ','rc.A + }' �Y � �� %iZIA�•, .T `�' �]r F �`' r lr �.r� � � �, 1� � r `\ +.+.�',, "4:. ` S t .1 •/i•� � 1 ��tv t , a � � t '� f 4 • � �r ±r• ` �l IR,��, ,l ■J,i c� 1 t7lV� �; `� �`f■� 11� 1��.(`.;i .' {. 1 • J. v `. . Z7 _ 'rIj1R�'�]]ss 41� „�++ O T ..- r �� ` r1',tr'y!„_ f ti�� j ram:'/ _ �° I >✓ ..,E� _ �.�, _ .. � ,ter a '' <. ^. / `� _�-n � f ' �i� / ��, / �• fir• ff!r^'' -'� -f��n�7:.K.r• � .' rt'/' '�rI'�s = ,f �I ter''.. _ Ti. �,r .may. •_,, :r 'S -J f r O�n W%�: y �40 : r di 76 Rar-A.'—f".- ol AI 2.1 bt •�! �,,,y-;r � i.. ail;� ; ,s.',rr, r '-,•-+ �z`} :: - 'j i ?� ,1� X �' ��"'' 3��'( "AA is '•� •t.• � /a + •�' �� I r� ►�'�'� is �” -' - . �� rj , j�: + , '. ♦ - YJ41 '� i�.�'t-' - '► *♦ f� .` .� -C �_i•� `. _��- ,yam"` �'.1-�..'.,��' •a"r� IF ok r J. i ' ro �.. s �{,y Ae -41 -71 �•^ _ lilt` r S�'> Y,�•(+. '' _," - .. ' �'`5-r'`�� ` :ti f• _ M -'Y It QbP �,.qi� '•f. `�; • .. J �F•, � ♦ / .ram: ^�� v. ` ■"•1-y,tf1/. 1 z_• w� s .. -�r . ,�r�� /I+.if� .01 k I LY s'f :ti op 16 if ve .400 t tee..^irk .Y 7 �, / •� .r r� ,-� P t* �- `,fir: 12 _L't 'awry;':. � •, + '�: �- 'Z - '� �� {.w-. -- - '.. 1. _ ;,�,„ ��.,r i �,,• '�. - ��,, Ja. ,-+��tr' I �j R lop' op IL N •.,,� `� � - .'t��-_ .'♦ .rya ~1fj'•' 4�• ''� �it • y.�`�� •t�'r. ,' Wit. . I � . s,� _ ^ J� � , : ` ��i �L 'T' • � • ems• a . V •�• ` '}•.' ,� ..ter `t:. Z. r.vi Pi 10 It h y IF Ir , r tt �� ti 1 .� i''., � ► ,�, �� 4 � ?\ �/W,7,, � •f s� ,{ � �' � �a�j'( 'tom It ♦' '• r a , �►_ ,ttii la AML _ S' * ,R - •.' •-i r r�t'r • ,. .fit' t !. by r r , it t 1 "-1 � •� Lt' !fie �'. �^ 1 r � t Verity, Mike From: Gary Mislick <gary@hpbroom.com> Sent: Friday, November 17, 2023 2:17 PM To: Verity, Mike Subject: Snap tie mortar and waterproofing Hay Harbor ® E C E 0 V E NOV 17 2023 Bullding Department r Town of Southold J C r i �, �, ;"`� �, �_. '' r �,� �� w ;��„�� ,�� i � �"'i �'' �'� *_. .,� �� ,t � M , _ �.�I',r t � _ Cp' -`tea. .- � w�.1►' � -.. .. f 1 goo '• '*,-' .lid r 4 Hay Harbor Club GNCB Porch Renovations I/ Fishers Island, NY Consulting Engineers,P.C. April, 2024 Prior to GNCB site visits, H.P. Broom Housewright, (HPB), the General Contractor, provided photos of the progress of work. Once the existing porch was removed, the condition of the existing stone foundation wall was exposed. HPB filled the voids and mortared the joints in the wall. r. i •` o IP T r.ri�Rt1'r \ 1♦ / `q Y ��L Photo P-2: Voids in Existing Stone Foundation Wall ' J f r Photo P-3: The Voids and Mortar Joints in the Stone Foundation Wall are Repaired Page 2 of 16 Hay Harbor Club GNCB Porch Renovations t/ Fishers Island, NY Consulting Engineers, P.C. April, 2024 The existing concrete basement foundation walls extending below the porch at the south end were demo'd, and replaced with new concrete foundation walls. See photos of forms and rebar placement for continuous footings at the south end basement foundation walls, cross wall, and spread footings at the crawl space area under the porch. The existing concrete floor slab remains in place at the south end. HPB provided the concrete mix design for 3,000 psi concrete and grade 60 rebar, which are acceptable. ..� � 1. ��^'' � •lY _t`jS'� tw `d� 1 t r .�.. w Photo P-4: Forms and Rebar for Basement Foundation Wall Footings at South End of Porch Page 3 of 15 Hay Harbor Club GNCB Porch Renovations t/ Fishers Island, NY Consulting Engineers,P.C. April, 2024 S" Ilk a4 Photo P-5: Forms and Rebar for Basement Foundation Wall Footings at Cross Wall Page 4of15 Hay Harbor Club GNCB % Porch Renovations Fishers Island, NY Consulting Engineers,P.C. April, 2024 •+�. � { l4 w �-.6 tit 11( 7 ` h� �y Photo P-6: Form and Rebar for Spread Footings and Piers at Crawl Space Under Porch Page 5 of 16 Hay Harbor Club G N C B Porch Renovations t j Fishers Island, NY Consulting Engineers,P.C. April, 2024 Photo P-7: Concrete Foundation Wall at Basement Below Porch Ntl�4 Y • � II� t -:ate✓ NORM — a Photo P-8: Concrete Piers at Crawl Space Below Porch Page 6 of 15 Hay Harbor Club GNCB Porch Renovations I/ Fishers Island, NY Consulting Engineers,P.C. April, 2024 In the June 13, 2023 Permit Set, the porch floor framing joists span east/west, perpendicular to the building. Per the Architect's request, GNCB issued October 27, 2023 revised proposed drawings to turn the framing direction 90 degrees to that shown on the June 13, 2023 Permit Set. Accordingly, the deck floor joists span parallel with the building. The floor joists are supported, flush framed, by preservative treated PSL parallel strand lumber (PSL) beams that frame perpendicular to the building. On November 2, 2023, per the Architect's request, GNCB revised the framing at the northwest corner of the porch, to miter the framing. This revision was to match the renovated porch floor to the existing at the north end of the building. In the renovation schemes, the porch floor live load capacity was designed to support 100 pounds per square foot (100 psf). In December, 2023, the porch eave beams and roof framing were elevated to take better advantage of the scenic view from the porch overlooking the water. On January 12, 2024, Roxanne L. Brown, GNCB, was on site with H.P.B. The site visit was to observe the progress of construction for the structural work. The concrete basement foundation walls at the south end were constructed. The sloping underfloor is covered with a membrane. --smiles ,s x • � s;' rt Photo P-9: Southwest Corner of Porch over Basement Page 7 of 16 Hay Harbor Club GNCB % Porch Renovations 1/ Fishers Island, NY Consulting Engineers,P.C. April, 2024 rl Photo P-10: Look under Porch Floor Above Sloping Underfloor 4 Photo P-11: Roof Framing at South End of Porch Page 8 of 15 Hay Harbor Club GNCB Porch Renovations t/ Fishers Island, NY Consulting Engineers,P.C. April, 2024 The porch roof framing at the south end is framed. The 2x rafters are supported on a continuous ledger with hanger hardware. The roof sheathing had not yet been installed. At the north end, the porch floor framing is supported on concrete piers. The joists span north/south and are supported on PSL beams with hanger hardware. The porch framing is elevated above crushed stone in the underfloor crawl space. The roof framing at the north end had not been constructed. IL E T yM' 4 Photo P-12: Porch Floor Framing Above Crawl Space Crushed Stone Surface Page 9 of 16 Hay Harbor Club GNCB Porch Renovations Fishers Island, NY Consulting Engineers, P.C. April, 2024 a ��- �r r�lll;.• Photo P-13: North End of Porch Renovations Scope of Work Roof Framing To Be Constructed r Photo P-14: Mitered Corner Framing at Northwest Page 10 of 15 Hay Harbor Club GNCB Porch Renovations Fishers Island, NY Consulting Engineers, P.C. April, 2024 R t C 3 c ' u Photo P-15: Porch Renovations Meet Existing Porch Page 11 of 15 Hay Harbor Club G N C B Porch Renovations Fishers Island, NY Consulting Engineers,P.C. April, 2024 i x � � I Photo P-16: Interior View of Underfloor Framing Supported on New Line of Bearing Between the Building and the Porch Constructed Over the Basement On March 22, 2024, GNCB made a return visit with Gary Mislick, HPB to observe the wood framing work. The roof framing at the northwest corner is completed. The 2x roof rafters are supported on the hip beam with hanger hardware. The eave end of the rafters are also supported with hanger hardware, supported by the eave beams. Page 12 of 16 Hay Harbor Club GNCB Porch Renovations t j Fishers Island, NY Consulting Engineers, P.C. April, 2024 4 1 Ar 't y i Ad 4 Photo P-17: Northwest Corner Porch Roof Framing Page 13 of 15 Hay Harbor Club GNCB � Porch Renovations I j Fishers Island, NY Consulting Engineers,P.C. April, 2024 r' Photo P-18: Porch Looking South, Deck Floor Installed Page 14 of 15 FIELD INSPECTION REPORT DATE COMMENTS i n� FOUNDATION (1ST) V y ------------------------------------ '� ,y r,o✓c� inn FOUNDATION (2ND) ' t� lh M00 � z Y O ROUGH FRAMING& PLUMBING INSULATION PER N.Y-. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS �3 5�l Y-Z 4 Pa A oC 4f c dri c t 190!•- rc c,4 to 8 RZ c d Cal . 4, -t -ay-9.4 ► o-7qq (o ziq CIS y O z x d b SUFFtl1K.• . co TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 vy • Telephone(631) 765=1802 Fax(631) 765-9502h=s://www.southoldtom=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® L IU7 IL II IU/ I� PERMIT N0. LN�;IBuilding Inspector: IJ I) ' MAY U 3 2023 Applications and forms must be filled out in their entirety:Incomplete J +L� DUiZDINGDEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN 0FS019TNOLD Owner's Authorization form(Page 2)shall be completed. Date:4/26/23 OWNER(S)OF PROPERTY: Name:Hay Harbor Club,. Ing SCTM#1000-009-3-1 Project Address:Fox Avenue, Fishers Island, NY 06390 Phone#: Email: Mailing Address:PO Box 477, Fishers Island, NY 06390 CONTACT PERSON: Name:Bruce Kinlin Mailing Address:59 East 54th Street, Suite 92, New York, NY 10022 Phone#:212-695-2988 Email:brbruce@kinlinrutherfurd.com DESIGN PROFESSIONAL INFORMATION: Name:Bruce Kinlin Mailing Address:59 East 54th Street, Suite 92, New York, NY 10022 Phone#:212-695-2988 Email:bruce@kinlinrutherfurd.com CONTRACTOR'INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition BAlteration WRepair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes W No 1 PROPERTY INFORMATION Existing use Of property:Country Club/Recreation&Sports Facility Intended use of property:Same/No change in Use or Occupancy Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 - - m this property? ❑Yes A No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, . housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):B ru ce Ki n I i n BAuthorized Agent []Owner Signature of Applicant: Date: 6--A- -)-,2-3 STATE OF NEW YORK) SS: COUNTY OF ) �p n ,�1)c.� t �1 V1 being duly sworn,deposes and says that(s)he is the applicant . (Name of individual signing contract)above named, { (S)he is'the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ay of 20 -gild4l_ Notary Public DEBRAFECHTER Notary Public, State of New York No.01FE5016380 PROPERTY OWNER AUTHORIZATION Qualified in New York County Commission Expires 08/09i0j (Where the applicant is not the owner) I, O lS residing at I `- G�n a-\lj2- I D(v Bruce Kinlin do hereby authorize to apply on to the Town of Southold Building Department for approval as described herein. 6` 0 Owner's Signature Date Print Owner's Name �— 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, L o k S b,)%v,,e k residing at"1 �' Ste'G`n Ck VIP_ (Print property owner's name) (Mailing Address) do hereby authorize Bruce Kinlin (Agent) to apply on my behalf to the Southold-Building Department. , (Owner's Signature) (Date) 1i-0 Pee- 16,r C I c.00 (Print Owner's Name) 7 r FOJ/r -k� BUILDING DEPARTMENT-Electrical in'speo#0 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO BoxL 9 ;!A Southold, New York 11971-0959,.� 41, Telephone (631) 765-1802 - FAX (631) 765-9502 seand(@-southoldtownny.gov jameshOlsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION,(All Information Required) Date: 3/1/24 Company Name: LaFleche & Sons Electric LLC Electrician's Name: Chris LaFleche License No.: ME-35821 Elec. email: chris@laflecheelectric.com Elec.-Phone-NO:_800--617m5.391 I-request an email copy-of Certificate of Compliance Elec. Address.: PO Box 246 Danielson, Ct. 06239 JOB SITE INFORMATION (All information Required) Name: Hay Harbor Club Address: 990 Fox Ave Fishers Island, NY 06239 Cross Street: Phone No.: 631-788-7514 BIdg.Permi email: gary@hpbroom.com District: 1 Tax Map District: 00 Section: Block: Lot: BRIEF DESCRIPTION OFWORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring for new outdoor porch renovation at water side of building for lights, paddle fans,and GFI receptacles Circle All That Apply: r Square Footage: too Circle Is job ready for inspection?: YES F1 NO RV Rough In Final -Do you-need a Temp Certificate?: E] YESFV— I-NO Issued On Temp Information: (All information required) Service Size❑l Ph 73 Ph Size: A #Meters Old Meter# I nNew Service[:]Fire ReconnectEl Flood Reconnect Elservice Reconnect[-]underground Eloverhead #Underground Laterals[11 2 [I H Frame F] Pole Work done on Service? n Y [—IN Additional Information: PAYMENT DUE WITH APPLICATION �I f1`01 z` BUILDING DEPARTMENT-Electrical Ins a✓,`�SU fie �. p Q�4 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box11.79 57Southold, New York 11971-0959 ` Telephone (631) 765-1802 - FAX (631) 765-9502 �..t, jamesh(c-southoldtownnv.gov - seand(cDlsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/1/24 Company Name: LaFleche & Sons Electric LLC Electrician's Name: Chris LaFleche License No.: ME-35821 Elec. email: chris@laflecheelectric.com Elec. Phone No: 860-617-5391 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 246 Danielson, Ct. 06239 JOB SITE INFORMATION (All Information Required) Name: Hay Harbor Club Address: 990 Fox Ave Fishers Island, NY 06239 Cross Street: Phone No.: 631-788-7514 Bldg.Permit, 494 ; _, email: gary@hpbroom.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring for new outdoor porch renovation at water side of building for lights, paddle fans, and GFI receptacles Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES❑ NO -]Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued On _ Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service0 Fire ReconnectOFlood ReconnectOService ReconnectQUnderground QOverhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION G 71 16P 4 4gSb2 311� V,'tc* l O(0 $$-3 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Hea I ter Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blo er AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments i I fEOL r BUILDING DEPARTMENT- Electrical Inspector moo`' �Gy TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �d o� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a southoldtownnkgov seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): S- C�US � Square Footage: 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 Pole Work done on Service? ELY N ' Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's 1 � Surface Sconces H H's i UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnlsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Waiter Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc .'I Combo Cooktop Minisplit Bloiwer AC AH Hood Blower Service Amps Have Used j Sub Amps Have Used �i Comments I �I i Amanda Nunemaker f� Building Permits Examiner ® C U W lE Town of Southold Building Department Annex Building NOV 13 2023 54375 Main Road Southold, NY 11971 Building®eportrnent \ Town of Southold 357-Hay Harbor Amanda, Please find enclosed for your records and review(4)sheets showing some additional scope at the Hay y Harbor Club Porch.The club would like to enlarge their existing outdoor bar counter to better function for both clients&employees. The following sheets,have been amended/added to show that change: A-001: Shows the addition of Sheet"A-101.1 —Enlarged Plan—Egress Path" A-031: Shows the additional demolition scope: A-1 OIL Shows the proposed bar and new interior door location A-101,1:Shows the re-routed egress path If you need anything else from us for the review please let us know. E: Bruce(@kinlinrutherl`Lril.com T: 212.695.2988 V Thank you, Bruce D Kinlin,A.I.A. , Arta^i€.�C6a ins} f C GNCB 40-11 - Consulting Engineers,P.C. n s m i tta %Sint vi t ernight Service Date: May 23, 2024 2024 Attention: Michael J. Verity Chief Building Official Company: Town Hall Annex 54375 Main Road (Route 25� Town of Southold Southold, NY 11971 Project: Hay Harbor Club, Fishers Island, NY Job Number: P: 23024 Copies: Description: Action: 4 sets January 12, 2024 24"x36" Permit Set For your use Remarks: Mr. Verity: As requested by Kinlin Rutherfurd Architects, I am sending you 4 sets of updated Permit Sets for the Hay Harbor Club project. Charles Brown signed and sealed the drawings. Thank you. Roxanne Brown Engineer/Project Manager Signed: RLB 1358 Boston Post Road Copies to: Bruce Kinlin, Architect, Sent via: P.O.Box 802 Old Saybrook,CT06475 Bruce@kinlinrutherfurd.com Email PDF Tel 860.388,1224 lastname@gncbengineers.com gncbengineers.com Page 1 of 1 July 17,2024 2024 To: Bui(ding,Department �ugEd�e�q D01,rtment .rovd95 of Southold Enclosed please find a check in the amount of$15.00 for the amended Hay Harbor Plans. This fee was requested by Mike Verity in order to release the Certificate of Occupancy. If you have any questions, please call HP Broom Housewright 860 390-2216 or email Wylie@hpbrro_om.c_om Thank you& Kind Regards, Julie Steevels c DEMOLITION LEGEND U a H NOT IN CONTRACT U W x - - - EXISTING WALLS TO BE DEMOLISHED v DEMOLITION NOTES k" 1. PATCH AND REPAIR ANY DAMAGED EXISTING CONDITIONS w TO REMAIN. 2. PROVIDE TEMPORARY SUPPORTS AS NECESSARY DURING THE DEMOLITION PROCESS. -- 3. PROVIDE SIGNAGE & SECURE SHUT ALL DOORS LEADING r, OUT TO DEMOLISHED DECK, FOLLOWING ITS DEMOLITION. UQ �j F\A I of 0 LJ F— E i E E j i REMOVE EX. DOOR k WALL FOR NEW DOOR LOCATION ix II I1 ' REMOVE BUMP FOR FLUSH WALL INSTALLATION TEMPO PLYWOOD COVER BE REMOVED--� I k BAR BEHIND TO BE I DEMOLISHED I III ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ PERMIT AMMENDMENT 1 01.19.24 L'j PERMIT SET 04.28.23 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 fl (I II ❑ ❑ p ❑ p m JAN23 ?124 J 5 \ \� KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 �V x rF of N1�04a cV N DEMOLITION PLAN - N W PROPOSED PORCH TO MATCH EXACT FIRST FLOOR W FOOTPRINT OF DEMOLISHED CIO a ¢ A-03 I o N 01 DEMOLITION PLAN - FIRST FLOOR PROJECT: 357 v�' I I CONSTRUCTION LEGEND U U � NOT IN CONTRACT w F�L i x / NEW CONSTRUCTION U CONSTRUCTION NOTES w I w 1. REFER TO SHEET A-002 FOR GENERAL NOTES & SYMBOLS 2. REFER TO DOOR SCHEDULES (A-500 SERIES) FOR SIZING � _ _ — — — _ & STYLE 1'-0" MIN. - CL � 11 C -6„ 6'-6„ I i i I BAR NEW BAR— NEW ROLL-DOWN SHUTTER ABOVE I I I ❑ , ❑ _ r (V II — — 2'-1" — — L - I 1•..10„ 1 it / 1•,10" II / 101 / N4 I / m F �No i\ I OUTDOOR DECK 00 02 // PERMIT AMMENDMENT 1 01.19.24 A-401 / — 1 — — - — - - - - — -Tr-p«- — — — \ \ // // PERMIT SET 04.28.23 ol� -- e\\ N 02 'O Q� UP HAY HARBOR CLUB FOX AVENUE 1" \ °„ FISHERS ISLAND,NY 06390 49'-6� 1 UP r 01 0~ oh A 204 S 01 (FP J \A-401 A-210 \ \ co / 8; \ \ J (FO J \ KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 CC JpE 0 v� J1 v 19T 0�qg,y�� N N w CONSTRUCTION PLAN - N W PROPOSED PORCH TO MATCH EXACT FIRST FLOOR x FOOTPRINT OF DEMOLISHED x A-101 N O 1 CONSTRUCTION PLAN - FIRST FLOOR PROJECT: 357 3/16.=1'-0" GENERALSTRUCTURALNOTES WOOD BUILDING DESIGN LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) REFERENCE IS MADE TO DRAWINGS AND DOUGLAS-FIR 02 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT INFORMATION UPON WHICH GNCB CONSULTING LIVE LOADS STRESSES: ENGINEERS,P.L.WORK IS BASED. PORCH FOR AREA SERVED:100 PSF BENDING,REPETITIVE USE Fb = 1,035 psi DRAWINGS PREPARED BY: SNOW LOADS BENDING,SINGLE USE Fb = 900 KINUN RUTHERFURD ARCHITECTS,PLLC GROUND SNOW LOAD,Pp=20 PSF TENSION PARALLEL TO GRAIN Ft = 575 59 EAST 54th STREET,SUITE 82 COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 NEW YORK NY 10022 FLATISLOPED ROOF SNOW LOAD,PUP.=20 PSF SHEAR PARALLEL TO GRAIN Fv = 180 COMPRESSION PERPENDICULAR TO GRAIN Fe(Pert= 625 PROJECT LOCATION: WIND LOADS MODULUS OF ELASTICITY E= 1,600,0DO HAY HARBOR CLUB WIND EXPOSURE CATEGORY:O FISHERS ISLAND,NY ULTIMATE WAND SPEED VELOCITY=130 MPH 2. PER MANUFACTURE FRAMINGRER'S ER'S RECOMMENDATIONS. ARE USED,FASTENERS SMALL BE PER MANUFACTURER'S O FRAMING.10d OAS. RISK CATEGORYII 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4'.c,UNLESS NOTED OTHERWISE GENERAL AT EDGES,4'OL AT INTERMEDIATE SUPPORTS,UNLESS SHOWN OTHERWISE. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 1. ALL WORK SHALL CONFORM TO THE 20M BUILDING CODE OF NEWYORKSTATE S. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES BASED UPON THE 2D18 INTERNATIONAL BUILDING CODE AND UNLESS OTHERWISE NOTED: IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 2_ DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS PWT TREATED LAMINATED VENEER LUMBER(LVL) AND EXISTING CONDITIONS. MODULUS OF ELASTICITY,MIN. E = 2,000,000 psi 'RV_ff 3. THE CONTRACTOR SHALL AND ANCHOR COORDINATE THE SITE AND LOCATION OF BENDING,SINGLE USE Fb= 2,BD0 1 I'�•y L /r ALL OPENINGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES.OPENINGS P o C/ NOT SPECIFICALLY SHOWN SHALL BE APPROVED BVTHE ARCHITECT. 6. BUILTAL DETAIL 70 BE CONSTRUCTED PER GNCB MULTIPLE MEMBER CONNECTION T 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELFSUPPORTING TVPILAL DETAIL AND MANUFACTURER'S SPECIFICATIONS. _ J AFTER CONSTRUCTION IS COMPLETE.IT IS THE CONTRACTOR'S RESPONSIBILITY 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE FOR THE BUILDING DURING CONSTRUCTION,INCLUDING,BUT NOT UNITED TO STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING.METHOD AND SEQUENCING DURING OF CONSTRUCTION, RECTION,AND INCLUDING, RY BUTSHORING AND BRACING. S. ANY EXPOSED PORCH FRAMING RETO BE IEWAND PRESSURE TREATED PRIOR OR PRESERVATIVE TREATED WOOD. 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, WIND AND OTHER LATERAL FORCES. OR OTHER FINISH APPROVED BY ENGINEER. }i 10.INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. t MAY 2 4 2024 -`-' FOUNDATIONS - ) t - °ajt"sfTi w•: ,C..• ,••�',, p'(r. 1. THE RECONSTRUCTED WOOD FRAMED PORCH DECKS ARE TO BE SUPPORTED ON NEW CONCRETE FOUNDATIONS "``�:x"J l,i/.s�..; •.+ °, . 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL NAILING SCHEDULE - UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANICY"':R.f:^..,�e' o" MATERIALS,OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM CONNECTION NAILING ALLOWABLE BEARING VALUE OF 2.S TONS PER SQUARE FEET. JOIST TO SILL OR GIRDER,TOE NAIL 341d .ITT tilUT11�\9�\Tf JS{7j[A!\ 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. I' - rT.rn '� ;1 �;?. -�": p•-. 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-D'BELOW BRIDGINGTO JOIST.TOENAIL EACH END 243d {'?-',• } 1�` { '}� P}�� 11 EXISTING GRADE.LOWER FOOTINGS AS NECESSARY BASED UPON FIELD SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d AT 16".c L'~� - _ ;_ ✓J '\c+.S GT%V.!�I.--•LlS.4, CONDITIONS ENCOUNTERED. TOP PLATE TO STUD,END NAIL 2-16d E. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. STUD TO SOLE PLATE,TOE NAIL 441d I 6. L PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. DOUBLED STUDS,FACE NAIL 1fid AT 24'.c ' 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. D DOUBLED TOP PLATES,FACE NAIL l6d AT 16.. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-1fid _D REINFORCED CONCRETE CONTINUOUS HEADER,TWO PIECES 16d AT 1S'— - ALONG EACH EDGE 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES CEILING JOISTS TO PLATE,TOE NAIL 3-Sd SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. CONTINUOUS HEADER TO STUD,TOE NAIL 4.8d OF NE r 2 ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE RT! NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A28-DAY COMPRESSIVE STRENGTH CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d - ? y0 SB 'P AS FOLLOWS: CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d y Q�6 90 WALLS AND FOUNDATIONS 3,WO PSI RAFTER TO PLATE,TOE NAIL 38d 3D MEW I BUILT-UP CORNER STUDS 16d AT 24'oc I 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 BUILT-UP GIRDER AND BEAMS(U.O.NJ 20d AT 32'bc AT TOP _ t GRADE 60.CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW AND BOTTOM AND STAGGERED 6 PRIOR TO PLACEMENT IN FORM WORK I 0 2-20d AT ENDS AND AT PLACE ANCHOR BOLT 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. PLYWOOD:UNLESS OTHERWISE EACH SPLICE 518'DIA.ANCHOR AT CENTERLINE OF PLATEBOLTWITH OFfES ON NOTED 39t3'k.229" S. DETAILALL BARS IN ACCORDANCE WITH'ACI DETAILING MANUAL ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR PLYWOOD FLOOR PLATE WASHERS SUPPORTS AND ACCESSORIES NECESSARYTO SUPPORT REINFORCEMENT IN SHEATHING U.N.O. POSITIONS INDICATED. 3I4'TONGUE AND GROOVE Sd 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: ROOF SHEATHING SW RING SHANK NAILS 8d CONCRETE POURED AGAINST EARTH 3' WALL SHEATHING-1(I 10d �� 4? HAY'HARBOR CLUB CONCRETE POURED IN FORMS,BUT NOTES: Fl9fts l.lvID.M' EXPOSED TO EARTH OR WEATHER: �A BARS 95 AND SMALLER 1-1? SCHEDULE BASED UPON COMMON WARE NAILS. TYPICAL ANCHOR BOLT DETAIL LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. 7'0• M� h. BARS LARGER THAN 65 7 NOTES: .•. • NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE.SUBSTITUTING PNEUMATIC N L Q P057 OFFICE BOX 601 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL,UNLESS NOTED OTHERWISE. SUBMITPRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 1, PROVIDE MINIMUM 17 EMBEDMENT. GNCB DLO,SAYBROOK B. CON TFACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. Z MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11116'. % CONNECTICUT 06475 ENGINEER'S REVIEW IN ADVANCE OF SCHEDULED DELIVERY AND PLACEMENT - 3. SINGLE SPLICE PLATE TIED WITH SIMPSON 5T6224 STRAP. MINIMUM OF 2 BOLTS PER 1 PI ZONE:860 388 1224 OF CONCRETE. COMMON WIRE NAIL DIAMETERS 4. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. PLATE Can51i0x PC GNCBENGINEERS.GOM 9. CONTRACTOR TO SUBMIT BATCH TICKETS TO THE ENGINEER ONCE 6d 0113' CONCRETE HAS BEEN DELIVERED.THE CONTRACTOR SHALL ALSO PROVIDE WRITTEN 8d 0131, .. DOCUMENTATION OF THE NAME OF THE INDIVIDUAL OR ENTITY THAT SUPPLIED THE CONCRETE AND THE NAME OF THE INDIVIDUAL OR ENTITY THAT INSTALLED THE 10d 0.148' CONCRETE. 12d 0.148' FOUNDATION-ANCHOR BOLTS 16d 0.162' 20d 0.187 JANUARY 12,1- SUBSTITUTE PARALLEL STRAND LUMBER(PSL) FOR PINT LVL LAMINATED VENEER LUMBER i601A 16 DIA FRAMING IF ANY NEW CONCRETE WELDED WIRE SAW CUT _ SLAB IS REQUIRED: FABRIC CONTROL JOINT AS REINFORCEMENT SOON AS o IQNUN RUTHERFURD ARCHITECTS,PLLC EXTERIOR EXPOSURE 112'CLEAR ON CONCRETE WILL 4,500 Psi CONCRETE BRICK OR BLOCK NOT RAVEL(24 FIRS rt s�Aeer suite rFt l:ttlses3B6 SUPPORTS MAX) �'cRXt�� :/S In`+1seTR10 INTERIOR WORK 2X•p• 2s•T' 3500 psi CONCRETE HOOK ALL HORIL REINFORCEMENT OCTOBER 27,2023 y MIN U.N.O. OY=X=-=.x' ..>S_Tx:�;k-x- AS SHOWN OR PROPOSED FRAMING TOP REINFORCEMENT -' '" �'I PROVIDE HOOKED REVISIONS a Ld TYP IF PRESENT w�' - ('• .�£ }✓,VA }' y"�'i: 1:-' SPLICE BARS TTYP) ` `� C�, M1 �y 8'GRAVEL WALL INTERSECTIONS WALL CORNERS ' VA-OR RETARDER "'''tt• - _ 10 I MIN. { �_ _ T}1�""{=-I I^ BOTTOM 3� I�f1-fi11--11�I=1 I I ��I HORIz JUNE 13,2023 REINFORCMENT SLAB ON GRADE BEARING SURFACE: I I I-I I I-I I I-I I I-I I I-III-III-I I REINFORCEMENT ,' PERMIT SET _ WITHIN THE BUILDING AREA CONT.THROUGH JOINT lo, REMOVE ALL TOPSOIL,MAN-PLACEDFIU, I- I I-I I -I I I-I I I-I I I-I I I- _I i SUBSOIL AND ANY OTHER UNSUITABLE -I I I-I I I-I I I-I I I-I I-III-III-I T r T3 GENERAL NOTES& MATERIAL TO EXPOSE NATURALLY DEPOSITED-- F' F b.11Q P n INORGANIC SANDIGRAVEL,OR REPLACE -� -� � - -� -� -� �- §X TYPICAL DETAILS UNSUITABLE MATERIALWITH COMPACTED STRUCTURALFILL n� T 2-1-MINSEE ARCHITECTURAL DRAWINGS FOR ANY INSULATION REQUIREMENTS CONSTRUCTION JOINT TYPICAL CONCRETE WALL REINFORCING S t O TYPICAL STEPPED FOOTING DETAIL TYPICAL SLAB ON GRADE DETAIL DETAILS PROJECT:P: 23024 ENTRANCE TO CRAWL SPACE s� I� \�EXISTING I Oa�?y-0Nc , \ sp r I � 1 WALLS 1 TICK SOWNFOR WALLS REFERENCE eN T `�s R9ly PORT TO SUPPORT ROOF POST TO SUPPORT , F �K N ryJ NIP BEAM ABOVE PORCH ROOF I A R'Ct / / -1'-t• GNp EpF WpaS(RUGTIO S BEAM ABOVE I / R TOP OF CONCRETE REFERENCE SLOP REGON�1,_'77 EXG STONE FOUNDATION DETERMINE EXG CRAWS \ FOJNDATION WAL_ DATUM PpWALL-TO BE REPAIRED CONDITIONS AT I SPACE 75'=6' FIN FLOOR ABOVE RESTORED TO SOUNDNESS FOUNDATION LEVEL % ABOVE CONCRETE ELEVATIONCRAW�SPACE \ SW_V I. of Nk,Eo II SCIL SJRFACE \PIER P7=17X1 SO o 7-0^ T.O,PIER I I / v CONC PIER BU7PPORTED .7-1 1/4• ON 2 FTY2 FTX1 FT —- v P7—-GONG FTC.TYP- P1 -—- P7 9ry -—- -—- p7 / \ 0 III��111 BASEMENT J O IJ y u., TOP OF PIER Pt ^t.� + ELEV-7-1 IW REFER TO SECTION TO d `\ PN' �� LL 0 WITH RESPECT DEFINE FURTHER REQUIREMENTS I I d ® \ � �� Y �e TO 0'-0•REFERENCE FOR PIER PLACEMENT I F DATUM d d/ / d / / •PILASTER•ABOVE \ MATCHES COLUMN NO SLOPING I I I d d J d SPACING+h CRAWS I I / D / /y //� Pipa3-1rzSTD 0. �-EDGE OF DRAINAGE UNDER FLOOR SPACE PORCH FLOOR 2'46' AT CRAWL SPACE AREA yd 4-O.D.DIAMETER CONCRETEABO m CONFIRM 7'-0• T.O.PIER I + I I ® Od d d d /////4 G�p�,o/.p/y�00O d �e`\ �OLUMN 5 oeORN GRADE �s \/Fp HAY HARBOR CLUB WITH ARCHT -2'-47/4- / d / / /j d/ �OFNNGO •�iNG \ \ BRICK FCUN01ION' Fls,Erxs lsum,rtr - I y d ____ _ )Nq+ 1 ® d/3 ,Z 1 BCHIMNEv ___ ______ / y d 9p�'•, RaOGF� d 'QY{� d d/ /2dCpd/d // /STS d ®d d •/NGBV</ iPa3-trzsiD " P051 OFFICE BOX 1102 gNc�OE PORCHq�'d d• GNCB OLD SAYBROOK SUPPORT HIP BEAM FT6 PORCH POST'0 O ONCOPIERE POST ABOVE__-____ _ PORCH TO GRADE �0• , �( d d d l<O/ `\ Pipe3-7rz5T0P S SO PSL CONNECFICUT OW 75 \ d OCAe // / d d / / / ® d �d POST BELOW 1/ PHONE:BGO 3881224 ABOVE 8'-77• 71'-0• ---------B'-70'--, 11'-P S'd7/4• EDGEOF a1d OFF! d d d� / d / d / F `\ FLOOR HIP BM C0r53`.m,C EOgr .PC. GNCBENGINEERS.COAt d dG// d d d mU d / 2FTSQXI FT JOG IN'EXG ABOVE \ / I d 50-51/4' p / / 4 d //REINF WId d / \ WALL GONG FOUN ATION 9'-it• 1T-0- +sViU 11'-0• g, wAll6EA WAY BOTT CONTINUOUS �/� / CONCRETE O� d / d d ® / d d ® / / d STAIRS ABOVE PORCH TO GRADE FOOTING BELOW �/� d / d 4 / / ® / d d /// JANUARY 12,2024 4B'-1 1/4•+/-V.1-F. _ SEE SECTION d / d / dj ` B,XOR REINF d d d ® / SUBSTITUTE PARALLEL STRAND LUMBER PSL PORCH RECONSTRUCTION PERIMETER PIERS+ 20• _ d d ® / ( ) NEW CONCRETE CONCRETE FOOTING / d ® d / �(+'`�/v FOR PW7 LVL LAMINATED VENEER LUMBER FOUNDATION PIERS ON 2'-6XP£x1'-0• 7 d d ® / d ®® d d / / �. �)/yXP FRAMING FTGS 522 REINFORCED WITH ® d / d // )SO• 3-SS BARS EACH WAY BOTTOM 521 / d d d d ®/ tyONp /ti BOTTOM OF FOOTING 3 FT MIN.BELOW g)g• (2)2t12 PT TAPERS KINLIN RUTHERFURD ARCHITECTS,PLLC ADJACENT GRADE,TYP. p BETWEEN POSTS - d OJ +r N oRch, 44:3 AT UNDER FLOOR : d /A®// a eiflyvenwvaix,00u� Fw�e In'sisexilx k'.q( Cp�FpO d'o. LEVELi SpN C �LCN 8:70. PORCH NNO ON POSTS 4 OCTOBER 21,2023 - •1NpN ABOVE PROPOSED FRAMING REVISIONS TOP OF WALL INTERIOR gg EL-3'£ STORAGE A/g. AREA BELOW DO NOT BACITILL "e UNDER FLOOR FOUNDATION WALL DRAINAGE UNTIL FLOOR FRAMING PLATFORM DUNE 13,2023 CONCRETE FLOOR IS INSTALLED SLAB BELOW PERMIT SET • e 1 FOUNDATION BASEMENT PLAN FOUNDATION ins^= ° BASEMENT PLAN S1.1 PROJECT:P: 23024 ENTER CRAWL SPACE BELOW O SHOWNFOR CRAW.SPACE � REFERENCE� BELOW W(spq CF RBpP\RG �Be(WaBgSF - - pORGf\D£C,c1N BRICK PIER BE.DIN - BY OTM pF �CRAWS SPACE = WGGO BEAM BELOW GHCBEO WORS RCGi\ON POST TO SUPPORT cXG STONE POST TO ?P - SCOGNR£COPI ROOF HIP BEAM FCJM1 DATICS-1� SUPPORT tF�' pOR l ABOVE WALL BELOW PORCH ROOF BEAM 4 AC ABOVE ON I c w / OF NEYy y (3)13A.Ib P�1 ff�L IL� II = _ - - - - - - - _ - - - - �F� CRAWL SPACE ?� 'C�' DUHT/$ �•Q 1111 II II II II II flF/ � _ — BE-Ow ° �'� �/. ��• g By .j- 0 BEAM SUPPORT TO BE I _ _ - _ _ _ - - - _ =,2 SO PIER= - ., CgRr•y'/ O i II DETERMINED AT TIME i2._ - -§ BEILEVER BELOW_ B.41CK P;Ek BLW Sc l) 1 w ¢II m VNSTRUCTION / / _ - - - - WOCC BEAMS }C �y-9• . z o Ila�ll n.,co" II II 0 � - °ai VlF suo-oRiLq o n'([GWFFp �,. -'}}{{ 1 (3)iC PVJf // - _SLOPING PORCH I�_�- _ _ _ _ _ SOC j Yf LVL I - S/4'IPE T6G DECK BOARD _I I - - - ONG (� S"/Fgr pOgggO C �FESS / > FLOOR SURFACE I =�_ = FLOOR-0 ON TOP OF JOISTS a S(OP Sp H�FG O _ r5 5 SPANPERPENOICULAR TO_ _ __ _ _ _ RO /N q0.' a E - _ _ _ I�_o= - DECK JOIST FRAMING = _ _ _ f° - _ = - GR L"GR cJ`y�-' \ W 2RICK P¢R BELO OOD BEAM! C I I yp G0 �I� =CRAWI-SPADE= Iel=a_ 13/4St91/211 _ _ - I - - - - I RpgCN CO�CONC WALL T / T2„ 2``1Y JOISTS LAP BRICK FOUNDATION o- PV✓L LVL PORCH JOIST-- _ - - - - - - - — 6 Cqq q�."� AT CARRYING BEAM &CHIMNEY BE!� _ I FRAMING. I I I y Ry/�B'1 }�O EASEMENT ��„q„ ,- HAY HARBOR CLUB II L•c - - - - - - - - _ _ - - - - - - - - - - //�QBELOW� f3 M1/(Cp'-PFp/� 'PILASTER" FlsreBs lswn.m' 0W gh! \ \\ COLBELOW OgRR++�B( W// S' ,/�trST COL BELO R" 51/4'SO (2)1 3/4[I8'PWT LVL I_____________ \ / \DRAINAGE B ON c C DATA ?� W� POST OFFICF.BOX 002 PSL PORCH _____ ____-_ \ UNDERFLOOR / 0 O 4 OLD SAYOROOK BETWEEN POSTS STAIRS O cOLJMN= ti GNCB CONNEC.TICUT 06JT5 PORTS ON I - 4DECK BOARDP.C.-_____I 8�3' \ NLY ON TOP OF JOISTS "k, /EX G BEAN y h9+� SPAN PERPENDICULAR TO\ O FFN A/yT DECK JOIST FRAMING HOSTS L( 13%l(8/1?\ COL BELOW\ PWT LVL PORCH JOIST �`1 FRAMING 16' 5,/4'SO PSL PORCH oc POSTS t 0 JANUARY 12 20 BASE 24 POST B BUBSTITUTE PARALLEL ND LUMBER(PSL) FOR PWT LVL LAMINATEDD VENEER LUMBER _ S21 FRAMING STAIRS • CONC .i PORCH TO GRADE IQNUN RUTHERFURD ARCHITECTS,PLLC FOUNDATION 5eusra*x SmEEr surtea reLlaalsasaa WALL BELOW ertwvoAK�wra+X+wa ruc prslvame NOVEMBER 7,.0 PROPOSED FRAMING REVISIONS JUNE 13.2023 PERMIT SET 1 PORCH FLOOR FRAMING PLAN 3116" PORCH FLOOR FRAMING PLAN S1.2 PROJECT:P: 23024 v EXISTING SHOWN FOR REFERENCETr Tr — `I e — m — — — EXG WALL I II l e c — - / POST BELOW SUPPORT BEAM AT TO SUPPORT I I EACH END WITH ROOF HIP BEAM POST BELOW TI EXG WALL OF NEW y _ e e c_ _ _ _ U a 0 a u uy�12 PT CONT LEDGER u �� / o v v e e =Tr — e = m 'n n 1 p n u a 1 1 1 1 a n a a n a a a 1 a 1 1 o II a all ~� Dppprps o� eyo DN= c_a/, p p d 0 0 0 u 11 0 u II U 0 1 0 II 0 n 0 0 11 0 0 0 II a 111 1 0 a n 1 11 n n II n 0 1 11 1 01 4 y ® Q G_ _ _ 0 1 1I 1 bNU 1 II 0 1 1 0 n 0 1 a u 11 1 1 1 1 11 a 1 u II U.III o-+ 0c�'p 0 0 a 0 I 11 p p II 0 u 11 II u 1 u 1 II 1 0 1 0 II 0 0 0 II Ory 01 // 4 / q q 4 / Q p sk ry 1= c c ry �Q d 0 1 0 0 0 0 11 1 0 1 1 11 0 0 0 n 11 0 0 1 0 11 1 u 1 11 B Q EXI �011 / / 4 J, ° \\\ 0 n � ° d ® 4 ® ` STING SHOWN / / O II fl I d I p 1 p p p Il 1 a I O O I I u 0 1 1 1 p fi 0 1 0 0 11 u'ry ° FOR REFERENCE ul � 4 ® 4 d p p II d 1 1 0 1 n p U 1 u l 0 u 0 1 a a 11 u u 0 u 0 0 u 1 11 u u11 d q 4 / 17 / ° Q / 4 1 it q° / ®° HAY HARBOR CLUB Tr `� 11 n 0 11 n 1 n 1 n 1 u 0 n 0 u 0 1 II 0 n n 1 1 u 1 1 0 a I u I U 0 111 / 41 q Q / / ° ® 4 Q Q / 4 d ®q o << el SUPPORT ROOF HIP (3)2x12 PT COM PORCH POSTS / ° / 4 q / ° /• 4 ° /BEAM ° Q / GNCB POST OFFICE BOX R02 POST ON PORCH BELOW 4 q ® ® Q/ / q QO // Q ® ° 4 ° 4 q % COND ECT CUTT 064T SW PLYWOOD ROOF SHEATHING ON / / q 4 / ®ON ® ® / ° q 1� PHONE:860 388 1224 2x 12°ROOF RAFTER FRAMING 16'OC ° / ° Q 4 Q / COnSJcros Erg:rnx:s,PC. GNCBENCINEERS.COM TYP AT PORCH RECONSTRUCTION /g4 q 4 O q 4 nT 4 Q �? � ° 4 ° q / 4 / Q 4 4 ° Q / ° 41 Al4® ® / / Q / / ��®/° °®44 °/ q 4 q ° 4° °q®° 4/ ° °® 1ANUARY 12,2124 4p// SUBSTITUTE PARALLEL STRAND LUMBER(PSL) FOR 52.1 eF<Oh'ypOy.T ®� /// ° QO ° ®° °® FRAMING LVL LAMINATED VENEER LUMBER 4 qq o� -L \ ®° Q I4NLIN RUTHERFURD ARCHITECTS,PLLC ° °,} nnvvoaci�vvaMia ss@ emit lmrrslisea,ne OCTOBER 27,2023 PROPOSED FRAMING REVISIONS JUNE 13,2023 PERMIT SET 1 PORCH ROOF FRAMING PLAN = 3116"=1'-0" PORCH ROOF FRAMING PLAN S1.3 PROJECT:P: 23024 ATTACH LEDGER TO WALL STUDS LEDGERLOK FASTENERS 3 SCREWS PER STUD .—._._.—.—.—._.—._.—._._.—.—._._._._- _._._ �PORCH ROOF FRAMING I! 513'PLYWOOD 11'-21? ------------ CLIP RAFTER ROOF SHEATHING CONFWITH IA M ROOF HEIGHT TO PORCH BEAM H6 I , SKS-1 2X12 RAFTERS NEW CONT PT LEDGER I EXISTING SHOWN FOR 16'oc SLOPING SEAT REFERENCE (3)?x12 PT RAFTER HANGERS I " PORCH EAVE BEAM +POST CAP —.—._._._._._._._._ ._. _._.- EXISTING • wALL O�<INRE/6�R'F Q 514 IPE DECK BOARD FLOORING ON CONSRUCTI y( I 5114'SO 1 3147t B 1?PWf LVL CONSTRUCTION f� / •_ FASCIA PERARCHT PSL PORCH PO DECK JOISTS SLOPE ALONG V.LF. _ p 6 c� TIP TOP OF BEAM QV� SEE TYPICAL DETAIL 2)1 314x18'PWf LVL DRAINAGE 8 TOP OF BEAM PORCH FLOOR EDGE SUPPORT $10a MULTIMEMBER BETWEEN POSTS+ MEMBRANE SET BELOW 1314'x 1171W PWT LVL PORCH FLOOR FRAMING CONNECTION HUC HANGER PER ARCHT TOP OF JOISTS _BETWEEN BEAMS Ll ` _—_—_—_—_—_— — .. .__.._.._..— RELATIVE DATUM (2)2X72 PT BEAMS 7v ' TOP OF EXISTING FLOOR BETWEEN POSTS AT INTERIOR yl I d u EXG BEAM EXISTING 21 PT SILL PLATE (3)1314z16'PWTLVL SLOPINGBEAM 7&COLUMN FLOOR FRM4:NG _ SEE TYP DETAIL — — +HUC A21 TO REMAIN HAY HARBOR CLUB ANCHOR BOLTS -2'-0' ANGLE SIMPSON POST ' BASE WITH 2'MIN _ 12'MIN PLYWD (3)1314.16 LVL - CONCRETE COVER SADDLE ATE OR -4'-7 FLOOR SHEATH'G SADDLE 12'GONG FOUNDATION TOP OF WALL 200 PT @ 16'oc : G NCB POST OFFICE B 02 Pipe3-1l15T0— / OLD SAYD R ROOKK WALL REINF AT CENTERLINE OF EL SLOPING DRAINAGE 1 CONNECTICUT 06475 WALL WITH: UNDERFLOOR PHONE:860 388 1224 SS BARS VERTICAL 18'oe* W ConaEtmg Ergnce ,P,C GNCBENCINEERS.COM DOWELS WITH ETD MOOKTO MATCH v 94 BARS HORIZ,TOP,BOTTOM AND_ g CONT CONC EXISTING CONO—1 COLUMN. V.I.F.IF EXG FTG MID WALL HEIGHT, - KEYWAY FLOOR SLAB BASE PLATE* UNDER EXG COLUMN TYP. -III :' \ FTG-SEE PLAN FOUNDATION B_ASEM_ENT +I I ..,.. ....... .... ..::.. -...... •.. _ BOTTOM OF FOOTING II—III § IFANY NEWCONC .--�, q 1irr 3 FT MIN BELOW _ FLOOR SLAB AREAS REQUIRED ��I-� SEE TYP DETAIL ADJACENT GRADE,TVP _;"_rye}",*'; ;'E"}`-`F_ 2-6' 345 BARS `L•� WELD BASE OF COLUMN JANUARY 72,2124 6'1'd'6' 245 BARS EACH WAV TO BASE PLATE CONC FTG 6 `P SUBSTITUTE PARALLEL STRAND LUMBER(PSL) BOTTOM CONT BOTTOM BOLT BASE PLATE TO TOP FOR FIAT LVL LAMINATED VENEER LUMBER 2'4r 3'CLR COVER 3'CLEAR COVER OF FTG FRAMING TYP 10' 31W SCHED 40 STD PIPE COLUMN BASE PLATE:A36374x 10 W'-10" KINLIN RUTHERFURD ARCHITECTS,PU-C 2'B 4-518'ANCHORBOLTS DRILL INB EPDXY n i v—PLAN 2'S m 1Fl maws>aea PLAN SO 1 FT CONC FTG nvrmzrmn vxx lnslseairle' OCTOBER 27.2023 • PROPOSED FRAMING REV SIGNS JUNE 13,2023 SECTION THROUGH SOUTH END PERMIT SET _ 1 PORCH SECTION THROUGH SOUTH END PORCH S2.1 PROJECT:P: 23024 CLIP RAFTER SW PLYWOOD 2x12 PT CONT LEDGER �TO PORCH BEAM ROOF SHEATHING ATTACH LEDGER TO WALL STUDS H6 LEDGERLOK FASTENERS 3 SCREWS PER STUD NEW CONT PT LEDGER SLOPING SEAT ATTACH LEDGER TO EACH STUD 2112 PT®1Ercc RAFTER HANGERS TIMBERLOK FASTENERS 3 SCREWS PER STUD 3)2112 PT CONT CONFIRM ROOF ELEVATION PORCH EAVE BEAM WITH ARCHITECT r-EXG WALL V I.F. +POST CAP SLOPING FLUSH FRAMED BEAM DROPPED 72'BELOW TOP OF ROOF HIP BEAM POST JOISTS ( BEYOND IN PLANE OF WALL SUPPORTED ON JOISTS FOLLOW SLOPE OF 5141PE DECK BOARD FLOOR RESTORED STONE WALL OF NEVI/y PORCH FLOOR DECK PERPENOICULARTO OECKFRAMING �PS�S�URTIg B9 Q'� CLIP16'LVLTO78'LVL 2'FROM FACE OF BUILDING 1314"k B 1fP PWT LVL TO OUTER EDGE OF PORCH DECK JOISTS+HANGERS,TYP REFERENCE DATUM 7>J (2)1 314x78'PWT LVL SIMPSON HUS1.81110 FIN FLOOR LEVEL BETWEEN POSTS+ 2x6 PT SILL ON TOP —_—_—_HUL HANGER__—_—_ _—_ _ OF PIER+(2}7?DIA__— _____________ _ PORCH FLOOR FRAMMG� ANCHOR BOLTS PER PIER �LVL P - 2OLTS FULL LENGTH OF 7?DISTAGG SAT 24'oc BEAM CONT LEDGER STAGGERED T.O.PIER CANTL BEAM EXG STONE TO BE RESTORED A307 BOLTS EL-T-4' "7-7 7/4' TO SOUNDNESS EMBED SIMPSON POST 3 1 314x16'PWT LVL +WAblERb.TYP BASEWTTH2'MIN SIMPSONABU BASE�'{ _ GGRAOE+1, APPROXNE FOUNDE T 1c CONCRETE COVER FJA FOUNDATION ANCHOR +SIB'DI.BOLT WALL{ONE FOUNDATION —�`F- IS'LVL TO PIER f5 BAR VERT+STD : IP1 1 I I TYPICAL 16Y76'SQUARE HOOK CENTER OF• 1:7 4 BOTTOM OF FIG CONCRETE PIER REINF WITH: I—I _ CRAW SPACE P-7 PIERS,TYP. - 3 FT MIN BELOW 445 DOWELSVERT WITH STD ES AT OK DETERMINE EXISTING CONDITIONS Il � � a.,�1=III-- •a� AT FROST DEPTH, GRADE 4-85 DOWELS WITH STD HOOK '$- — AT FROST DEPTH,TYP 2-LVL 3-LVL 4-LVL EMBED INTO FOOTING IN HAY HARBOR CLUB EXIV 6' 6' 7'd' V-(r CRASWL SPACE SUTING RFACE—III—I 'I I=I I=III- SEE TYP DETAIL-PLAN '' _ _ I+E.G 5oi,BELOW bTONE Bs�Rslsuw M. V.I.F.I I I_I i-I I-III=III 7 END CONONION _ DO NOT EXCAVATE - LINE OF P7 PIERS ON FTG SPACING I III—III—III—III—III—III—III-II I BELOW THIS LINE - LVL MULTI MEMBER CONNECTION - a I-I I' — T8 M N,TYPI —III—III—III—III—III—III— FOR P7 PIERS)FTGS FOUNDATION BASEMENT GNCB �P14o POIToCT o lICl 0O 5 ------------ - 1.. BOTTOMOFFOOTING -III -§ =III-III-III-III-III-III-III=III-III-I 3 FT MIN BELOW Cmuu:u:g Enp:reers,P.C. ONCBENOINEERS.COM ADJACENT GRADE,TYP I _II r-):( .� AT SHORTER SPAN �TyREINF FTG WITH "395 BARS,EACH WAY 4 FT 2'-6' BOTTOM SO FTG 3'CLEAR COVER,TYP. 7 1? CLEAR,TVP. TYPICAL 76Y76' TYP.72"x72' SOUARE CONCRETE SQUARE PIER PIER REINF WITH: SIMILAR _ JANUARY 12,2024 445 03TIESRTAND IS SUBSTITUTE PARALLEL STRAND LUMBER SL C 445 OW T DOWELS TO 5D FOR PWT LVL LAMINATED VENEER LUMBER ) FOOTING OW FRAMING FOOTING SEE SECTIONS FOR - j1ly CHAMFER ADDITIONALREINF KINUNRUTHERFURD ARCHITECTS,PLLC 1171�' CORNERS INFORMATION xEwn srms�RLLt mIEax to mn�s� Imvvaa(r�wmixi� Fu[Prs)vxli�s 16"x16"CONCRETE PIER PLAN VIEW 1 SECTION THROUGH PORCH OCTOBER 21.2023 PROPOSED FRAMING REVISIONS JUNE 13,2023 PERMIT SET SECTION THROUGH PORCH .S2.2 ' PROJ ECT:P: 23024 GNCB 1 Consulting Engineers,P.C. 1358 BOSTON POST ROAD POST OFFICE BOX 802 OLD SAYBROOK CONNECTICUT 06475 PHONE:860 388 1224 GNCBENGINEERS.COM I No. I DESCRIPTION DATE s ISSUED DRAWINGS NOTES: i i i 5 OF NEW k' .�P~�S�URiIg�Q� i CO Q. o 0 b �/ OfFS5T0�P� ( { 4 _ h HAY HARBOR CLUB PORCH ROOF FRAMING S 518'PLYWOOD --- 11'-21l2� LRUZ FACE MOUNT ROOF SHEATHING } RAFTER HANGER SLOPE.UP WZ ROOF RAFTER REFER TO NOTES ON S21 REVISION PER ARCHITECT: I / FISHERS ISLAND,NY F DROPPED PORCH EAVE BEAM - - REVISED TO BE PUSHED UP TO FLUSH FRAME WITH RAFTERS (3)2v12 PT PORCH 51W SO PSL POST EAVE BEAM POST CAP I I REVISE PORCH EAVE BEAM SECTION THROUGH SOUTH END ;1 PORCH FLUSH FRAME EAVE BEAM - REVISION DATE:DECEMBER 14,2023 SCALE lIr--I-V. PROJECTNUMBER: P.13024 DATE: _ DRAWN BY: RLB CHECKEDBY: CCB SKS-1 GENERAL STRUCTURAL NOTES J 3� WOOD BUILDING DESIGN LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT REFERENCE IS MADE TO DRAWINGS AND LIVE LOADS STRESSES: INFORMATION UPON WHICH GNCB CONSULTING PORCH FOR AREA SERVED: 100 PSF ENGINEERS, P.C.WORK IS BASED: BENDING, REPETITIVE USE Fb = 1, 035 psi SNOW LOADS BENDING, SINGLE USE Fb = 900 DRAWINGS PREPARED BY: GROUND SNOW LOAD, Pg=20 PSF TENSION PARALLEL TO GRAIN Ft = 575 KINLIN RUTHERFURD ARCHITECTS, PLLC COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 59 EAST 54th STREET, SUITE 92 FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF SHEAR PARALLEL TO GRAIN Fv = 180 NEW YORK, NY 10022 COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 PROJECT LOCATION: WIND LOADS MODULUS OF ELASTICITY E= 1,600,000 HAY HARBOR CLUB WIND EXPOSURE CATEGORY: D 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE FISHERS ISLAND, NY ULTIMATE WIND SPEED VELOCITY= 130 MPH PER MANUFACTURER'S RECOMMENDATIONS. RISK CATEGORY 11 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE GENERAL AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 1. ALL WORK SHALL CONFORM TO THE 2020 BUILDING CODE OF NEW YORK STATE 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES BASED UPON THE 2018 INTERNATIONAL BUILDING CODE AND UNLESS OTHERWISE NOTED: IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS PWT TREATED LAMINATED VENEER LUMBER (LVL) AND EXISTING CONDITIONS. MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF BENDING, SINGLE USE Fb = 2,800 .yCi C I'iCa� ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS / NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 6. BUILT-UP LVL's TO BE CONSTRUCTED PER GNCB MULTIPLE MEMBER CONNECTION 4, THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING TYPICAL DETAIL AND MANUFACTURER'S SPECIFICATIONS. r r ` AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE n �� `� Q FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED OR PRESERVATIVE TREATED WOOD. 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, WIND AND OTHER LATERAL FORCES. OR OTHER FINISH APPROVED BY ENGINEER. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FOUNDATIONS PORCH DECKS ARE TO BE SUPPORTED 1. THE RECONSTRUCTED WOOD FRAMED P O ON NEW CONCRETE FOUNDATIONS. L. 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL NAILING SCHEDULE ) UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC fi MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM CONNECTION NAILING ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. k t JOIST TO SILL OR GIRDER TOE NAIL 3-8d 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. Y 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW BRIDGING TO JOIST,TOE NAIL EACH END 2-8d EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc CONDITIONS ENCOUNTERED. TOP PLATE TO STUD, END NAIL 2-16d 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. STUD TO SOLE PLATE, TOE NAIL 4-8d 6. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. DOUBLED STUDS, FACE NAIL 16d AT 24"oc 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. ITDOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc F j TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d REINFORCED CONCRETE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc ALONG EACH EDGE 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. CEILING JOISTS TO PLATE,TOE NAIL 3-8d - 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d AS FOLLOWS: CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d WALLS AND FOUNDATIONS 3,000 PSI RAFTER TO PLATE,TOE NAIL 3-8d n 3D VIEW 1 BUILT-UP CORNER STUDS 16d AT 24"oc OF N w Z. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP CURriS �0 : GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW AND BOTTOM AND STAGGERED �'�P��S B9 A t$✓ QQ o PRIOR TO PLACEMENT IN FORM WORK. 2-20d AT ENDS AND AT 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. EACH SPLICE PLACE ANCHOR BOLT _ 5/8"DIA.ANCHOR PLYWOOD: UNLESS OTHERWISE AT CENTERLINE OF PLATE �t NOTED BOLT WITH 5. CETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. �� 83s85 c 3"x3"x.229" ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR PLYWOOD FLOOR PLATE WASHERS i 0 ( SHEATHING / FfSS1 .� SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN U.N.O. ' i POSITIONS INDICATED. 3/4"TONGUE AND GROOVE 8d 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE / INDICATED SHALL BE: ROOF SHEATHING 5/8" RING SHANK NAILS 8d WALL SHEATHING- 1/2" 10d �� s HAY HARBOR CLUB CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS, BUT NOTES: FISHERS ISLAND,NY EXPOSED TO EARTH OR WEATHER: SCHEDULE BASED UPON COMMON WIRE NAILS. a. BARS#5 AND SMALLER 1-1/2" LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. TYPICAL ANCHOR BOLT DETAIL 1;�,, b. BARS LARGER THAN#5 2" SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. NOTES: M,q� 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED '•••• POST OFFICE BOX 802 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11/16".1. PROVIDE MINIMUM 12" EMBEDMENT. •••'� OLD SAYBROOK �� CONNECTICUT 06475 ENGINEER'S REVIEW IN ADVANCE OF SCHEDULED DELIVERY AND PLACEMENT COMMON WIRE NAIL DIAMETERS 3. SINGLE SPLICE PLATE TIED WITH SIMPSON ST6224 STRAP. MINIMUM OF 2 BOLTS PER PHONE: 860 388 1224 OF CONCRETE. 4. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. PLATE Consulting,Engineers, P.C. GNCBENGINEERS.COM 9. CONTRACTOR TO SUBMIT BATCH TICKETS TO THE ENGINEER ONCE 6d 0.113" CONCRETE HAS BEEN DELIVERED. THE CONTRACTOR SHALL ALSO PROVIDE WRITTEN 8d 0.131" DOCUMENTATION OF THE NAME OF THE INDIVIDUAL OR ENTITY THAT SUPPLIED THE CONCRETE AND THE NAME OF THE INDIVIDUAL OR ENTITY THAT INSTALLED THE 10d 0.148" CONCRETE. 12d 0.148" 16d 0.162" FOUNDATION -ANCHOR BOLTS 20d 0.192" JANUARY 12,2024 SUBSTITUTE PARALLEL STRAND LUMBER(PSL) FOR PWT LVL LAMINATED VENEER LUMBER 16 DIA. 16 DIA. FRAMING C IF ANY NEW CONCRETE WELDED WIRE SAW CUT G SLAB IS REQUIRED: FABRIC CONTROL JOINT AS 4 " REINFORCEMENT SOON AS ° '" `e• KINLIN RUTHERFURD ARCHITECTS, PLLC EXTERIOR EXPOSURE 1 1/2 CLEAR ON CONCRETE WILL r 4,500 psi CONCRETE BRICK OR BLOCK NOT RAVEL(24 HRS ;• 59 EAST 54TH STREET SUITE92 TEL:(212)895-2988 SUPPORTS MAX) _� NEW YORK,NEW YORK 10022 FAX:(775)582-1736 x INTERIOR WORK d _ 2x"D"+a"T" 3500 psi CONCRETE HOOK ALL HORIZ. REINFORCEMENT OCTOBER 27,2023 MINU.N.O. p =x'... , ' :• ,; <x . x--•=Xa a x -= AS SHOWN OR PROPOSED FRAMING p TOP REINFORCEMENT 4' Q• a ' PROVIDE HOOKED � Ld TYP IF PRESENT SPLICE BARS(TYP) REVISIONS G x 8"GRAVEL WALL INTERSECTIONS WALL CORNERS VAPOR RETARDER 10 mil MIN. Q - y l-I 11 I I-1 I I=1 II-1 I I- 11=_BOTTOM _ _ _ HORIZ. JUNE 13 2023 REINFORCMENT SLAB ON GRADE BEARING SURFACE: ( ) I II I- I I- I IIII-I I <; m REINFORCEMENT z WITHIN THE BUILDING AREA CONT.THROUGH JOINT ~ PERMIT SET REMOVE ALL TOPSOIL, MAN-PLACED FILL, _ _ Ell IF SUBSOIL AND ANY OTHER UNSUITABLE - g MATERIAL TO EXPOSE NATURALLY DEPOSITED- T/3 • T/3 GENERAL NOTES & INORANIC SAND/GRAVEL, OR REPLACE UNSUGTABLE MATERIAL WITH COMPACTED I IIIIIII-IIIIIIII1 I I-III- � TYPICAL DETAILS vN STRUCTURAL FILL EO "T" 2"T"MIN SEE ARCHITECTURAL DRAWINGS FOR ANY INSULATION REQUIREMENTS CONSTRUCTION JOINT U TYPICAL CONCRETE WALL REINFORCING S100 TYPICAL STEPPED FOOTING DETAIL TYPICAL SLAB ON GRADE DETAIL DETAILS PROJECT:P: 23024 ENTRANCE TO CRAWL SPACE I EXISTING \ I F I I I WALLS ABOVE FOUNDATION SHOWN FOR WALLS FAT RS REFERENCE & � BgSFR tiTFTO 1 NEw p ERS 01N POST TO SUPPORT ROOF POST TO SUPPORT 6 EVENS OF HIP BEAM ABOVE PORCH ROOF GNOpE OF op RUCTION ` BEAM ABOVE /F'`T � TOP OF CONCRETE REFERENCE S'G RGNREC EXG STONE FOUNDATION DETERMINE EXG I -- CRAWL \ FOUNDATION WALL DATUM p0 WALL-TO BE REPAIRED CONDITIONS AT I SPACE 79"=6'-7" FIN FLOOR ABOVE RESTORED TO SOUNDNESS FOUNDATION LEVEL I ' ABOVE CONCRETE ELEVATION 0'-0" -- -- ------ CRAWL SLAB, V.I.F. - — -- — �\ SPACE00 \ 2'-01' I SOIL SURFACE \ 0 PIER P1=12"x12"SQ 1�_0� T.O, PIER Iflu O 'v CONC PIER SUPPORTED -2'-1 1/4" �P �S S .Q 00 ON 2 FTx2 FTx1 FT �" 90 o - - P1 — -CONC FTG, TYP- P1 - - P1 BASEMENT \ _j TOP OF PIER P1 1 'a z 07 + LL+ ELEV-2'-1 1/4" REFER TO SECTION TO / �/ �' bo z�Q U1 © WITH RESPECT DEFINE FURTHER REQUIREMENTS / //j // \ s� 083685 cr) DATUM REFERENCE FOR PIER PLACEMENT �/ // // / "PILASTER"ABOVE \ \ OFESSION�\�r" LLL / // MATCHES COLUMN >r' NO SLOPING I // // / /// Pipe3-1/2STD SPACINGCRAW 00 I--- EDGE OF DRAINAGE UNDER FLOOR SPACE L = I / /%/ rn PORCH FLOOR 2'-6" AT CRAWL SPACE AREA ( / / // /// // 400 zj7p, 4" O.D. DIAMETER CONCRETE T ABOVE / / // / // // / /%S�zo Y�&yoop' \/ r COLUMN SLAB ON GRADE .�- /FR HAY HARBOR CLUB CONFIRM 1'-4" T.O, PIER I I / // / // // / // Op/. @ FqT // ��` FLOOR -- WITH ARCHT -2'-4 1/4" / �✓/ // /� / NOFRF 0 rs'o�/!Ii�,,% // h r3 \ \ BRICK FOUNDATION FISHERS ISLAND,NY o g p��OG,FRx' � & CHIMNEY co .— - - - - - - -- -- -- // % C 0 // I& // // </ Pipe3-1/2STD Fq POST OFFICE BOX 802 PORCH POST TO CONC 16"SQUARE WOO PORCH _ STAIRS ABOVE // // < OLD SAY B ROO K P PORCH TO GRADE `�'0" 0 << // // // // // // >'Off) \ \ Pipe3-1/2STD5 1/4"SQ PSL u r CONNECTICUT 0647� SUPPORT HIP BEAM FTG CONC PIER POST ABOVE CO „ // // // // PHONE: 860 388 1224 -- POST BELOW ABOVE j ___-_- _ _.. __ ___ _ EDGE OF % �e',c // // a // // // \ Consulting Engineers, P.C. GNCBENGINEERS.COM 9'-10 - 11'-0" 8'-4 1/4" APORCH BOVE FLOOR // // // // // ,�� // // // ///2 FT SQ x 1 FT FLOOR HIP BM JOG IN EXG 50'-5 1/4" p� // // REO N F W/C// // / \ WALL CONC FOUN ATION o P // / // // // // //3-#5 BARS +/-V.I.F. 9'0 WALL /� �'// // // EA WAY BOTT 81. 8'-11" 11'-0" 9'-10" 11'-0" 8'-41/4" CONTINUOUS CONCRETE \ // / / // // // // // // / STAIRS ABOVE FOOTING BELOW // / // // // // // //// \' PORCH TO GRADE JANUARY 12, 2024 49'-1 1/4"+/-V.I.F. SEE SECTION B;POR REINF // // // SUBSTITUTE PARALLEL STRAND LUMBER (PSL) PORCH RECONSTRUCTION PERIMETER PIERS+ 704 // // Fj � // / // // ?; C v FOR PWT LVL LAMINATED VENEER LUMBER NEW CONCRETE CONCRETE FOOTING 1 // // / / 0" Q FRAMING r FOUNDATION PIERS ON 2'-6"x2'-6"x1'-0" 1 Q�� // / // // M FTGS S2.2 REINFORCED WITH / // // // //// C'0" y 345 BARS EACH WAY BOTTOM (91, S2.1 BOTTOM OF FOOTING 3 FT MIN. BELOW 70„ (2)2x12 PT TAPERED // // ///j/ << �O \ KINLIN RUTHERFURD ARCHITECTS, PLLC ADJACENT GRADE,TYP. p BETWEEN POSTS NF Rcy 3 AT UNDER FLOOR \ �( \� // 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 x /'Lq��'%R�C, "/I" LEVEL �////// /�� NEW YORK,NEW YORK 10022 FAX:(775)582-1736 �SON�RNoNs x � F T �v M FT TFP, Uc 8'70. PORCH C 0�N0'9TNON ABOVE POSTSG� PROPOSED FRAMING REVISIONS TOP OF WALL INTERIOR STORAGE 8,9,>l EL-3-6" 1 AREA BELOW DO NOT BACKFILL y DRAINAGE FOUNDATION WALL UNDER FLOOR UNTIL FLOOR FRAMING PLATFORM JUNE 13, 2023 CONCRETE FLOOR IS INSTALLED SLAB BELOW PERMIT SET r FOUNDATION FOUNDATION BASEMENT PLAN BASEMENT PLAN d 1 3/16" = 1'-0" U z U U Simi PROJECT:P: 23024 ENTER CRAWL SPACE BELOW O SHOWN FOR CRAWL SPACE REFERENCE BELOW FNT eF<% <Spq cF e��F CN REppJRG / F�O�e�SFM p°EW oEOK1� BRICK PIER BELOW FNT gY O�N�RS Nj OF ' CRAWL SPACE WOOD BEAM GNGBE)CCE BELOW OF WORS FtVC POST TO SUPPORT EXG STONE ----- POST TO S N CO GRECON ROOF HIP BEAM FOUNDATION SUPPORT POR ABOVE WALL BELOW PORCH ROOF BEAM t�w0 1 ABOVE �, Z P1 _ _ _ STEP DN CRAWL SPACE W (3 1 3�1x1�b" -LV L }� BELOW '" /> BEAM SUPPORT TO BE II — =12"_SQ_PI ER== DETERMINED AT IM CANTILEVER BELOW z a It _ _ _OF CONSTRUCTION BEAM- 3, BRICK — wooD BEAM? � — _ � = _ u- VIF SUPPORT u- o LL n . - Go cc z- (3) 16' PWT // — — — — — — _ _�_� _ — — — _ _ — — — — — _ — — — — w f- — SLOPING PORCH _� I -� 5/4 IPE T&G DECK BOARD -j =—- --FLO_OR=SUR—=FAC=—E =I =I X=Z= = F=LO=OR'G=ON TOP OF JOISTS IRTR o�G SPAN PERPENDICULAR TO 0_ — — _ � BRICK PIER BE LOW m DECK JOIST FRAMING �v COD BEA % Q� � * 1 3/4"x 9 1/2 - JOISTS LA B RICK FOUNDATIONCONC WALL =O —-CRAWL SPACE= = A� T CARRYING & CHIMNEY BELOW FRAMING — HAY HARBOR CLUB I I 'h ��`,��'O �_ --I -I- _ _ _ `= = _ : � — @ 16�'oc ) I / BASEMENT // �GeFq�r�9 / /% - — — _ — — — — / (3 <o FFA "PILASTER„ — — — — — — — — — — — — _ — — — — — — — — — — — �BELOW�\\P FISHERS ISLAND,NY Ellc L J L J L :J L J COL BELOW C qR 76� �J p' Pip ST COL BELOW O� \ /c\2x10 PTSrFOA 5 1/4"SQ (2) 1 3/4x18"PWT LVL _... __ _ ____ _ _ __._ __ / DRAINAGE eF,q ON 4"O.D.DIA �� t�¢ POST OFFICE BOX 802 PSL PORCH BETWEEN POSTS --- ---- _- - STAIRS \ c�UNDERFLOOR // M // COLUMNS AO tl' � ••••� OLD SAYB ROOK POSTS ON 1- I PORCH TO GRADE BELOW AT �j BELOW O CONNECTICUT 06475 CONC PIER - - BASEMENT AREA ,`= O� PHONE: 860 388 1224 -S2.2 - �2�7 ONLY // 5/4 IPE DECK BOARD FLOOR G FXG BEAPJI ^� Consulting Enaineers, P.C. GNCBENGINEERS.COM B 4 ON TOP OF JOISTS �� rj-F �r8� SPAN PERPENDICULAR TO \v p A FF A� // DECK JOIST FRAMING Pi NAO T<V� \\/./ \COL BELOW S'TS, 1 3/4 x 9 1/" \ PWT LVL PORCH JOIST FRAMING 5 1/4"SQ 16"oc PSL PORCH POSTS+ JANUARY 12,2024 \ � / / %/ POST BASE / SUBSTITUTE PARALLEL STRAND LUMBER(PSL) FOR PWT LVL LAMINATED VENEER LUMBER S2.1 \ / FRAMING M ) / STAIRS G i colvc / PORCH TO GRADE KINLIN RUTHERFURD ARCHITECTS, PLLC FOUNDATION / 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 x WALL BELOW NEW YORK,NEW YORK 10022 FAX:(775)582-1736 G M r, NOVEMBER 2,2023 a PROPOSED FRAMING REVISIONS 0 v JUNE 113, 2023 L PERMIT SET 1 PORCH FLOOR FRAMING PLAN 3/16" = 1'-0" PORCH FLOOR FRAMING rl PLAN O f G p U z U S1m2 PROJECT:P: 23024 ITT EXISTING SHOWN FOR REFERENCE EXG WALL IT Tf POST BELOW SUPPORT BEAM AT TO SUPPORT EACH END WITH ROOF HIP BEAM POST BELOW EXG WALL 2x12 PT CONT LEDGER r r IF IF r r [7 rrV Tf z 0 IT F NEFtV DN I IIDN 11 11 CC Tf= I II II II II II II II II II II li II II II II 11 Icq 11111 83 85 T1 11 11 EXISTING SHOWN S oA 11 11 1I 11W FOR REFERENCE 11 11 11 11 11 11 11 11 11 11 11 11 11 11 111v HAY HARBOR CLUB Tr ell FISHERS ISLAND,NY IF i r e F F F F F F F F FO F IF F E E F F T E F E E F E F F F F F E F e (3)2x12 PT e SUPPORT ROOF HIP PORCH POSTS e •. . . POST OFFICE BOX 802 BEAM ON PORCH BELOW e r) • C:)LD SAYBR(D(DK POST e e CONNECTICUT 06475 5/8" PLYWOOD ROOF SHEATHING ON e e e // PHONE: 860 388 1224 2x 12"ROOF RAFTER FRAMING 16"OC e e Consulting Engineers, P.C. GNCOENGINEERS.COM TYP AT PORCH RECONSTRUCTION S2)2 JANUARY 12,2024 ApRSUBSTITUTE PARALLEL STRAND LUMBER(PSL) FOR PWT LVL LAMINATED VENEER LUMBER FRAMING KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)682-1736 OCTOBER 27,2023 PROPOSED FRAMING REVISIONS JUNE 13, 2023 PERMIT SET PORCH ROOF FRAMING PLAN 3/16" = V-0" ri O PORCH ROOF FRAMING PLAN U 1 .3 PROJECT:P: 23024 ATTACH LEDGER TO WALL STUDS LEDGERLOK FASTENERS 3 SCREWS PER STUD — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - — - -- PORCH ROOF FRAMING _ _ _ --(' 5/8"PLYWOOD 11'-2 1/2" I CLIP RAFTER ROOF SHEATHING CONFIRM ROOF HEIGHT I TO HIS BEAM i WITH ARCHT 1 SKS-1 2x12 RAFTERS NEW CONT PT LEDGER I EXISTING SHOWN FOR @ 16"oc SLOPING SEAT REFERENCE (3)2xl2 PT RAFTER HANGERS PORCH EAVE BEAM +POST CAP — — — — — - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - — — EXISTING •- WALL 5/4 IPE DECK BOARD FLOORING ON CONFIRM EXG OF NFW 5 1/4"SQ 1 3/4"x 9 1/2"PT LVL CONSTRUCTION W Q URTj y0 PSL PORCH PO DECK JOISTS SLOPE ALONG V.I.F. �� S FASCIA PER ARCHT ^r� o °� TYP TOP OF BEAM 14 z SEE TYPICAL DETAIL 2) 1 3/4x18"PWT LVL DRAINAGE& TOP OF BEAM PORCH FLOOR EDGE SUPPORT MULTI MEMBER BETWEEN POSTS+ MEMBRANE SET BELOW 1 3/4"x 11 7/8"PWT LVL PORCH FLOOR FRAMING CONNECTION HUC HANGER PER ARCHT TOP OF JOISTS BETWEEN BEAMS �'�� 083685 RELATIVE DATUM (2)2x12 PT BEAMS NN TOP OF EXISTING FLOOR BETWEEN POSTS AT INTERIOR EXG BEAM 2x PT SILL PLATE (3) 1 3/4xl6" PWT LVL SLOPING BEAM & COLUMN -- EXISTING _ _ ,� FLOOR FRAMING HAY HARBOR CLUB SEE TYP DETAIL 1 + HUC ANCHOR BOLTS L_2�� A21 TO REMAIN ANGLE SIMPSON POST FISHERS ISLAND,NY BASE WITH 2"MIN 1/2"MIN PLYWD_ (3)1 3/4x16 LVL/ CONCRETE COVER p. t ,_2„ FLOOR SHEATH'G + CAP PLATE OR SADDLE 12"CONC FOUNDATION TOP OF WALL 2x10 PT @ 16"oc _ �+ POST OFFICE BOX 802 WALL REINF AT CENTERLINE OF EL SLOPING DRAINAGE PIPe3-1/2STD + '� OLD SAYBROOK �� ;� CONNECTtCUT 06475 PHONE: 860 388 1224 WALL WITH: �' �"- UNDERFLOOR "' Consulting Engineers, P.C. #5 BARS VERTICAL @ 18"oc+ GNCBENGINEERS.COM DOWELS WITH STD HOOK TO MATCH #4 BARS HORIZ,TOP, BOTTOM AND m g - CONT CONC EXISTING CONC -- COLUMN V.I.F. IF EXG FTG MID WALL HEIGHT, Z KEYWAY FLOOR SLAB �1 BASE PLATE+ UNDER EXG COLUMN TYP_ = j� ` FTG-SEE PLAN 11 1/ J FOUNDATION BASEMENT - — - — - — - — a o IF ANY NEW CONC 9 1 1/2" BOTTOM OF FOOTING — I FLOOR SLAB AREAS REQUIRED 3 FT MIN BELOW - SEE TYP DETAIL JANUARY 12,2024 ADJACENT GRADE,TYP ,, - 2'-6" 3-#5 BARS Zw WELD BASE OF COLUMN 245 BARS EACH WAY •- }- - TO BASE PLATE CONC FTG Pj o C° SUBSTITUTE PARALLEL STRAND LUMBER (PSL) BOTTOM CONT BOTTOM N BOLT BASE PLATE TO TOP FOR PWT LVL LAMINATED VENEER LUMBER 2'-0" 3"CLR COVER 3"CLEAR COVER OF FTG TYP FRAMING 10" 3 1/2"SCHED 40 STD PIPE COLUMN BASE PLATE: A36 3/4"x 10"xo'-10" KINLIN RUTHERFURD ARCHITECTS, PLLC 2'-6" 4-5/8"ANCHOR BOLTS DRILL IN&EPDXY 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 PLAN 2'-6"SQ x 1 FT CONC FTG NEW YORK,NEW YORK 10022 FAX:(775)582-1736 r z d- fl O N OCTOBER 27,2023 PROPOSED FRAMING REVISIONS fl G fl T JUNE 13, 2023 SECTION THROUGH SOUTH END PERMIT SET n PORCH 3/8" = 1'-0" 0 SECTION THROUGH fl 0 SOUTH END PORCH U U U S2ml PROJECT:P: 23024 CLIP RAFTER 5/8"PLYWOOD 2xl2 PT CONT LEDGER �TO PORCH BEAM ROOF SHEATHING ATTACH LEDGER TO WALL STUDS H6 LEDGERLOK FASTENERS 3 SCREWS PER STUD NEW CONT PT LEDGER 16"oc SLOPING SEAT ATTACH LEDGER TO EACH STUD 2x12 PT @ RAFTER HANGERS TIMBERLOK FASTENERS 3 SCREWS PER STUD (3)2x12 PT CONT CONFIRM ROOF ELEVATION PORCH EAVE BEAM WITH ARCHITECT •, -- EXG WALL, V.I.F. + POST CAP SLOPING FLUSH FRAMED BEAM DROPPED 1/2"BELOW TOP OF ROOF HIP BEAM POST JOISTS i BEYOND IN PLANE OF WALL SUPPORTED ON JOISTS FOLLOW SLOPE OF 5/4 IPE DECK BOARD FLOOR RESTORED STONE WALL PORCH FLOOR DECK PERPENDICULAR TO DECK FRAMING CLIP 16"LVL TO 18"LVL 2"FROM FACE OF BUILDING 1 3/4"x 9 1/2"PWT LVL (2) 1 3/4x18"PWT LVL SIMPSON TO OUTER EDGE OF PORCH DECKJOISTS HAG NGERS,TYP REFERENCE DATUM BETWEEN POSTS+ 2x6 PT SILL ON TOP FIN FLOOR LEVEL HUC HANGER— _ _ _ _ _ — _ _ _ OF PIER+(2)-1/2"DIA_ _ — _ _ _ _ _ _ _ _ _ _ PORCH FLOOR FRAMING OFNFWy ANCHOR BOLTS PER PIER PWT LVL 0 P CURT 2 ROWS FULL LENGTH OF [TI IT--T �S /S 1/2"DIA. BOLTS AT 24"oc BEAM CONT LEDGER CO �Q� Bqo CANTL BEAM STAGGERED T.O. PIER EXG STONE TO BE RESTORED a A307 BOLTS EL -2'-4" -2-1 1/4 TO SOUNDNESS 3 1 3/4x16 PWT LVL EMBED SIMPSON POST _ GRADE+/-_,. - APPROX GRADE AT +WASHERS,TYP BASE WITH 2"MIN SIMPSON ABU BASE' — EXG STONE FOUNDATION , 083685 CONCRETE COVER FJA FOUNDATION ANCHOR + 5/8"DIA BOLT T�r _ WALL+/- f - I� I ��SSIONP - ' 16"LVL TO PIER #5 BAR VERT+STD . ' ., TYPICAL 16"x16"SQUARE 1:1 M BOTTOM OF FTG I I I HOOK,CENTER_OF CONCRETE PIER REINF WITH: CRAWL SPACE P-1 PIERS,TYP. 1 ( _ 3 FT MIN BELOW �-- _ 4-45 VERT AND#3 TIES AT 16"oc o-� I 1 AI cr = ADJACENT GRADE 2-LVL 3-LVL 4-LVL EMBED INTO FOOTINGD HOOK DETERMINE EXISTING CONDITIONS ;'i I I moo= _ AT FROST DEPTH,TYP HAY HARBOR CLUB CRAWL SPACE SURFACE— I I I SEE TYP DETAIL-PLAN I_ FISHERS ISLAND,NY 6" 6" 6" 1'-0" 1'-0" EXISTING FOUNDATION AND` —i 6" 1'-0" 6 I _ EXG SOIL BELOW STONE V.1.F._, I I-_-I T - END CONDITION _ _ 2-0 DO NOT EXCAVATE LINE OF P1 PIERS ON FTG SPACING I I— ; I —III— I — I -I BELOW THIS LINE LAP BARS-1 — FOR P1 PIERS/FTGS POST OFFICE BOX 802 LVL MULTI MEMBER CONNECTION o 2'-6"MIN,TYPII I- -I�— I—I ( — I — I= ; '�'�� OLD SAYBROOK M FOUNDATION BASEMENT A-'\ / CONNECTICUT 06475 BOTTOM OF FOOTING —I I Consulting Engineers, P.C. GNOC ENG NEERS.COM 3 FT MIN BELOW - 9 ADJACENT GRADE, TYP � IIIIII—� I I—� I II � —III—III 7" 1'-4" 7" REINF FTG WITH AT SHORTER SPAN -'3-#5 BARS, EACH WAY 4 FT 2'-6" BOTTOM SO FTG 3"CLEAR COVER,TYP. 1 1/2" CLEAR,TYP. TYPICAL 16"x16" TYP. 12"x12" x V-0" SQUARE CONCRETE SQUARE PIER p PIER REINF WITH: SIMILAR JANUARY 12,2024 445 VERT AND ` #3 TIES AT 16"oc SUBSTITUTE PARALLEL STRAND LUMBER (PSL) 445 DOWELS TO FOR PWT LVL LAMINATED VENEER LUMBER r Q ° ' b FOOTING FRAMING ° M SEE SECTIONS FOR CHAMFER ADDITIONAL REINF KINLIN RUTHERFURD ARCHITECTS, PLLC 11/2 CORNERS INFORMATION r 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 Z' 16"x16" CONCRETE PIER PLAN VIEW 1 SECTION THROUGH PORCH NEWYORK,NEWYORK 10022 FAX:(775)582-1736 3/811 = 1'-0" r, OCTOBER 27,2023 PROPOSED FRAMING REVISIONS f1 G fl T r JUNE 13, 2023 PERMIT SET r O SECTION THROUGH r, 0 PORCH U S2w2 PROJECT:P: 23024 � 3 Consulting Engineers, P.C. 1358 BOSTON POST ROAD POST OFFICE BOX 802 OLD SAYBRC)OK CONNECTICUT 06475 PHONE: 860 388 1224 GNCBENGINEERS.COM No. DESCRIPTION DATE ISSUED DRAWINGS NOTES: 16,E F NFI,l,1- S r UR Tj O,p 90 � y � 083685 >v\ �FESS1019 HAY HARBOR CLUB _PORCH ROOF FRAMING 5/8"PLYWOOD I 11'-2 1/2" ROOF SHEATHING LRUZ FACE MOUNT RAFTER HANGER SLOPED UP 2x12 ROOF RAFTER REFER TO NOTES moo tt ON S2.1 REVISION PER ARCHITECT: I FISHERS ISLAND, NY DROPPED PORCH EAVE BEAM r REVISED TO BE PUSHED UP TO FLUSH FRAME WITH RAFTERS (3)2x12 PT PORCH 5 1/4"SQ PSL POST EAVE BEAM POST CAP REVISE PORCH EAVE BEAM SECTION THROUGH SOUTH END 1 PORCH FLUSH FRAME EAVE BEAM REVISION DATE: DECEMBER 14,2023 SCALE: PROJECT NUMBER: P: 23024 DATE: DRAWN BY: RLB CHECKED BY: CCB SKSMI G\I Isere\UNCB051\20241-rat Ravit Projects\\9ay 2024 RLD Load 2302411ay Hark,Rxt 20-3,n,t f U a a a F U ¢ N, ' AP PRO ED AS NOTED SHEET DESCRIPTION f D B.P. ATE: # A-001 TITLE SHEET FEE: x I BY: A-002 GENERAL NOTES . NOTIFY BUILDING DEPARTMENT AT I' FOLLOWING 8 AM TO 4 PM FOR THE 765 NG INSPECTIONS: H A-020 SITE PLAN .. IONs: �.. �, 1. FOUNDATION - TWO REQUIRED I r FOR POURED CONCRETE A-031 DEMOLITION PLAN - FIRST FLOOR 2. ROUGH 1h UGH FRAMING & PLUMBING - ROOF F 3. INSULATION A-032 DEMOLITION PLAN _ 4. FINAL C c pr r ON,-r, .'1r. ^N MUST BE COMPLETE 0. A-101 CONSTRUCTION PLAN - FIRST FLOOR t ��& � r ALL CONSTRUCT!'-'' S' A P t MALL MEET THE © - . ,: 1: REQUIREMENTS OF THE A-102 CONSTRUCTION PLAN ROOF `'. NEW ,. '' CODES OF A -111 REFLECTED CEILING PLAN - FIRST FLOOR E. NOT RESPONSIBLE FOR YORK STATE. k DESIGN OR CONSTRUCTION ERRORS. A-121 FINISH FLOOR PLAN - FIRST FLOOR Y- A-201 EXTERIOR ELEVATIONS - EXISTING & DEMO A-202 EXTERIOR ELEVATION - PROPOSED OVERALLS ` ' I - ,;:' COMPLY WITH ALL CODES OF A-203 EXTERIOR ELEVATION - NORTH ;. .„��' NEW YORK STATE & TOWN CODES A-204 EXTERIOR ELEVATION - WEST C F. AS REQUIRE D A-205 EXTERIOR ELEVATION - SOUTH D AND CONDITIONS OF i A-210 SECTIONS - ;N�9` g SOAP .< - USTEES A-401 CONSTRUCTION DETAILS ° A-501 EXTERIOR DOOR SCHEDULE E-101 ELECTRICAL PLAN - FIRST FLOOR >� OCCUPANCY OR M a UK IS UNLAWFUL �r a k, WITHOUT CERTIFICAT: FOCCUPANCY r 0 t MAY 3 - i 4 0 2023 „ STOt�".I VITER RUNUFF k - 2` PURSUANT TO CHAPTER36 . x OF THE TOWN CODE. !, ; r ^" PERMIT SET 04.28.23 I - $d„ '•fit ay<,,� e ' r'"� f HAY HARBOR CLUB I e n FOX AVENUE FISHERS ISLAND,NY 06390 ELF_CTRICAL l��Pccl adl Pico mr.-D IRE'I 'S ECy!® REQUIRED EEI"OI1E All exterior lighting ORENIINO installed,replaced or repaired shall conform .to Chapter 172 of the Town Code KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D ARCM 2 J"4 R B 0, R C L U B� P RM, , H� AY H. A M — — — x TAX MAP NO . 1000 SECTION 9 BLOCK 3 LOT 1 of NE`N N N FOX AVENUE TITLE SHEET w FISHERS ISLAND, NY 06390 0 A-001 PROJECT: 357 u GENERAL NOTES CODE ANALYSIS TABLE 301 .2(1 ) a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCUPANCY: A-2 (CLUB ASSEMBLY) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CIO ZONING: R-80 u 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF TYPE OF CONSTRUCTION: TYPE V SUBJECT TO DAMAGE FROM NEW YORK STATE. DESIGN CRITERIA: PRESCRIPTIVE GROUND SNOW WIND SPEED SEISMIC WINTER ICE BARRIER FLOOD x FRAMING MATERIAL: DOUGLAS FIR #2 LOAD DESIGN (MPH) WEATHERING FROST LINE TERMITE DESIGN TEMP. UNDERLAY HAZARD 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF CATEGORY DEPTH ¢ NEW YORK STATE. THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH 25 140 B SEVERE 40" MIN. MODERATE / 15 YES NO ZONE X 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICY, IN THE AMOUNT OF $2,000,000, AND WIND ADDITION FOR 130 MPH WIND SPEED CATEGORY. HEAVY ( ) WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. x SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R314 SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY P4 WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. LATERAL FRAMING AND SHEAR CONNECTIONS: ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED W.F.C.M, THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. CONNECTOR SPECIFICATION: x INSPECTIONS AND SIGN OFFS. UPLIFT CONNECTIONS: 7'. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.3B OR RIDGE SIMPSON LSTA 24 @ 16 O.C. © FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 3.3 IN THE W.F.C,M. 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. HIP RAFTER SIMPSON LSTA 24 @ 16 O.C. 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. CONSTRUCTION NOTES RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. RAFTER/TOP PLATE CONNECTORS: 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF CONSTRUCTION SHALL SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE RAFTER TO HEADER HTS 28 @ 16 O.C. REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. LSAT 18 - 2.5 FT 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. RIDGE STRAPS: LSAT 30 - 3 FT RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN HEADER TO JACK STUD 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE TABLE 3.4 OF THE W.F.C.M. MSTI 48 - 10 FT DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S OVERTURNING RESISTANCE: BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. MST] 72 - 16 FT FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL FASTENERS TO EACH POST. VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS @ 6" O.C. MIN. U.O.N. FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O,N. STUD TO SILL SIMPSON LSTA 36 @ 16 O.C. PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL ` 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: 6" NAILING SCHEDULE: (FROM WFCM) ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WALL SHEATHING: JOINT DESCRIPTION '' SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE NUMBER-TYPE OF NAILS NAIL SPACING WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2�14" LONG MIN. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT PANEL EDGES AND 8" RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE APPLIED AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. REQUIRED INSPECTIONS AND SIGN OFFS. HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR FLOOR JOIST BRIDGING: CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND FLOOR DIAPHRAGM BRACING: SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND PRIOR TO COMMENCING THEIR WORK. BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4 O.C.. PERMIT SET 04.28.23 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND WOOD STUDS: RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END FOR ALL HANGING FIXTURES, BLINDS, ETC. ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR TOP PLATES: HAY HARBOR CLUB RECOMMENDATIONS. DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES SHALL TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE FOX AVENUE 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. FIISHERS ISLAND,NY06390 AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH. 3-16d PER 2 X 4 STUD 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND TOP OR BOTTOM PLATE TO STUD (END-NAILED) 5-16d PER 2 X 6 STUD COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 6-16d PER 2 X 8 STUD 16, CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND BLOCKING (FACE-NAILED) WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. LEGEND JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT GUARANTEES AND WARRANTIES TO THE CLIENT. FE PROPERTY LINE 1 PARTITION TYPE BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END - - 19. CONTRACTOR TO PROVIDE A TELEPHONE AND PRINTER ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END FOREMAN OR PERSON IN CHARGE MUST BE ASSIGNED AND THE APPROPRIATE CONTACT INFORMATION GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. � - - CENTER LINE BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING OR lGINLIN RUTHERFURD ARCHITECTS, PLLC MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS ARE NECESSARY FOR HIDDEN FUTURE OR EXISTING CONSTRUCTION LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST 519 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 p1 ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DELIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, ' ' DETAIL REFERENCE N EW YORK,NEW YORK 10022 FAX:(775)582-1736 WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. A401 JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 02 EXTERIOR DOOR TAG BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST QED ARC �� hi 22. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST WINDOW TAG 01 SECTION REFERENCE RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT2�� BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. A211� 02 2 NOTES:3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST - FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS �y M TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. ELEVATION TAG l' 9Q$�y0� X 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. GD INTERIOR DOOR TAG �fi NE N N 25. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 01/A-201 EXTERIOR ELEVATION GENERAL NOTES H w I REVISION CLOUD a 01 ` 04 SHEET 02 INTERIOR ELEVATIONS -002 x PROJECT: 357 03 DEMOLITION LEGEND U a E~ —�� NOT IN CONTRACT U W C - - - ] EXISTING WALLS TO BE DEMOLISHED DEMOLITION NOTES 1. PATCH AND REPAIR ANY DAMAGED EXISTING CONDITIONS x TO REMAIN. H 2. PROVIDE TEMPORARY SUPPORTS AS NECESSARY DURING THE DEMOLITION PROCESS. 3. PROVIDE SIGNAGE & SECURE SHUT ALL DOORS LEADING OUT TO DEMOLISHED DECK, FOLLOWING ITS DEMOLITION. I � [El M (I Lj r" r7l El Ex= �J - 11 I I i I I O F-� E II J4- .1 Lj 0 0 I � l II I I 1 II PERMIT SET 04.28.23 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 y ,w ❑ ❑ U ❑ 'r► 19 i m " �o I N \ 20'-0" IKINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D ARC'yi AGE d. fCil, 1�, C-A 1 �F NE`N M X N N w DEMOLITION PLAN - N W PROPOSED PORCH TO MATCH EXACT FIRST FLOOR FOOTPRINT OF DEMOLISHED a ¢ -03 :1 o N 0 1 DEMOLITION PLAN - FIRST FLOOR PROJECT: 357 DEMOLITION LEGEND U a . a H ��^� NOT IN CONTRACT v v F- — — — � EXISTING WALLS TO BE DEMOLISHED p DEMOLITION NOTES 1. PATCH AND REPAIR ANY DAMAGED EXISTING CONDITIONS TOR . EMAIN - -� _� � -, �_, ,.� — - - -__:�_.,` ' ';w_ 2. ORTS AS NECESSARY DURING PROVID TEMPORARY SUPP r , — - - - -- -1: - - - ;; THE DEMOLITION PROCESS. -t , : I 3. PROVIDE SIGNA GE & SECURE SHUT A L I _ , - L DOORS LEADING „ I . ' a , , . I_ I - OUT TO DEMOLISHED DECK FO W Z G - - LLO ING ITS DEMOLITION. -I- � - r i 'Ii I y 1 I v 1 I i r I � + 1 1 - , , 1 ' ; L I 0 I � I 1 II r i { � I N 1 1' I I , , r O : + , -I 1 - - - ,�I - I' - # - 9 i-" r ; _ .. - -1- - - 1 I. , -. _ -. - , y - - - - - - - - _ I� I _ - - - I i ' I I ,� , . . T r - I r 1 -_ - - - - - - : i - , i. _ - - - — - - .; I-r - - 1 1- ; _ _ _ _ - _ - I- 1 1 I- . i I j I I 1 I , - � 1. i. - I - ,-, I , , s - 1 I_, , ' -. �I_' _ _T, ,- .-, _ , . -, - -, 1 __ _ _ _ - - _ __ _- - _ _ _ -_ _ _ I - r - ! 1 I - it . .,tom -, _ I "-I I i , 1 — : I , , 1 { I-. I ,. -i- f , - - _ - - - F _ i - - __ 1 r 1 - - _ m 1 r 1,. � -, -- 1.1 ,,, -_ -e - - - - _ _ - , , , II : I_' r r I } _ I -1 l _ 1 I r J 'I - _ , - i '� ii i' f r , 1 I I j .I /, f: ' .- I r 1 i I - _ - i I_. T , I , . 1 , I I I- I ^ I , I 1 -; , , , - e . . - __ - - - _ -, J� - - I J - d- 1 I I i- h r. 1 t I - I t I �I - ,' _ - - I I r , j i r- i — — I - I I 1 i I : 'I , _ f - - - I ; , ,-' - - - - - - - }, - - 1 - ,.. I I ., _ - - -_ - _. r _ - {. , i t , t - I - - ! - h 4 _ -. .... .- ... -I - _ - I_ I ,_„ - - I 1 -' 1 1 ! -"I 'r - I - 1 - - - - _.*_ .�1- _ t.. _ ; , , ,, . ' '. 1 , a �' , i , I � 1 : -, , ',�- 1 , ,- ', , l 1 , - , {I r „ i -I , _ - { , 1 r i I i i 1 I_ 1 : -- _: i_ ;-,-; .. : ,,, 1 1_. .I 1 1 , ;, , LI -,- - . - Y- _ - I 1 I ,- i , ' , { — � I 1 --' -- + i I - i i - 1 -1 , I .- I <I 1 , I- i �I - i i . I � I r I' i : , I 1 I ; I , , J . , 1, . : s , I r I i , - ;I 1 I I I 1 r 1 r I I' F. I i 1 + i I I „ 1 '-' - „ I 1 . 1 , i ;- : II. I - i i : r, 1 1 1 - i - - I'- „ I i r , , . , , j I 1 , _ -. ,-I ; 1 I I 1 1 I h : , , ,. , I 1 1 i ` r. I i ' i i - ',_.: _ - _ 1 ' i , _, , , I C:, � ' T I 1- _ 1 J - _: _ i { : i I I -I - -' r , h-, - _'-,-' l - -. _ i- - _ 1 _ - - i - 'I _ I , I - I F - , . , ., 1 _ I �. -� j - 1 I s - _ I ,- I - - 1 r t r- i� l r I` i r I i 1 Y r .- -1 _ _ 1 r" , I i I { I a f 1 I ; i i 1.- I I , I } { } L -I i 1 + I� I -� �► 1 1, f 1. 1 1 I I 1 _ , � II t r, _ - , „ I 1 : . , , ! : - : . iI . . I - 1 1 I -, t. I - - - - t - - - - _ , 1 i l 1 _ _ 1- -I . . , I :- PR : , 1 1 ' ._: ,, I i -. ! E MIT SET 04.28.23 , / -I I r , . t i , _ , 1 , , r-, , _1 I 1 I �'' i 4- r r r - ., .. L'� t 1 I i 1 I- I , 1 i , -i _ - }- 1 I +- { Z h I I + - 7 I I- I i i 'I - .- i.: r i_ I , 1 I 1 1 1 j } I - /. i ' I , -. ,, -1 -r _ - I HI4Y HARB R L B ,. I 0 CU I i i i r ,._ - , , I- i 1 I :. � i I I C J FOX/AV N . . I I ' RSSA FISHIE I N Y 06390 I I / \ I \ - I / / \ I / \ ; / \ / \ \ - \ \ EXISTING ROOF TO BE DEMOLISHED \ \ \ / KINLIN RUTHERFURD ARCHITECTS, PLLC \ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ / NEW YORK,NEW YORK 10022 FAX:(775)582-1736 \ \ / \ V/ 0�JG D , I >�C� 2 #� ��' U29481� p4� M x F NE`N N N DEMOLITION PLAN - N w PROPOSED PORCH TO MATCH EXACT ROOF x FOOTPRINT OF DEMOLISHED V) a a -032 0 N 01 DEMOLITION PLAN - ROOF PROJECT: 357 r I r CONSTRUCTION LEGEND U • a \ H U NOT IN CONTRACT w i v NEW CONSTRUCTION P4 I CONSTRUCTION NOTES w 1. REFER TO SHEET A-002 FOR GENERAL NOTES & z SYMBOLS 2. REFER TO DOOR SCHEDULES (A-500 SERIES) FOR SIZING c4 & STYLE � 177 II 1 I I I I I� / 101 — II 1 I I � nao / OUTDOOR DECK w 00 rMiop 9'-10" L — — — — — — — — — — — — — — — — 02 A-401 — _ �1 — - - �—� — - - - - — �—� — — �-� — •\ \ / PERMIT SET 04.28.23 Am- Lo )02 10 oH iA-uo (FQJ HAY HARBOR CLUB a UP \ 20'-0" 10'-4 \ ll� FOX AVENUE 49—6 4" �° rFQ\ UP\ FISHERS ISLAND,NY 06390 70. Ol 44� 8�'1p \ \ 01 0~ oh A 204 S " 01 �FQ J \A-401 3 Q A-210 70 �FQJ \ \ / KINLIN RUTHERFURD ARCHITECTS, PLLC 59 E,AST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW'YORK,NEW YORK 10022 FAX:(775)582-1736 ��ED A�Chi y5 2 �r1 �F NEB y M r� N N w N CONSTRUCTION PLAN - w PROPOSED PORCH TO MATCH EXACT FIRST FLOOR FOOTPRINT OF DEMOLISHED cn a A-10 N 01 CONSTRUCTION PLAN - FIRST FLOOR PROJECT: 357 0 - _ _ y- I-- - _ ' -- _, i_I -. _ -_ _, , - , _ -11I j- 1 .r -{ -- I.f , ' t, , {-i A- 1_.1 I - _ _ _ _ _ -I - I , - + r ; U ' 4 - j - -' ' + r CONSTRUCTION LEGEND II II 1 1 I ! 1 , 0. , _ r- E— r , i NOT IN CONTRACT —. W i JI I. . 1 , 11 : : ,.�.I - _ - 'y" i ; I I .-- I i -i -I - _{ - ' ' - : ' - I - - - - __I- t _-..- -'�' , - 1 t-- U ! i" NEW CONSTRUCTION CL i 1 I , ; -. i4 1 - .- I I (� I Y. i Q ._ - ' - , 1 - '_ - 1 , Q 1 , - - i - 1 1 � T � ' 1 , , -1 , r ` , ; r CONSTRUCTION NOT _ 1 1 1 '_ ES I ,- + 1 1 - 'r i t_ j. L 1 SHEET A-002 FOR GENERAL NOTES & I ... r : - 1 l I' - - -- - SYMBOLS - ..I _ " BOLS — i I !" F' ^ I - - I-._I 1 1 -i I I : ' ' : 1 : REFER TO 2 REFER TO DOOR SCHEDULES ( 500 SERIES) FOR SIZING I-' 1 - _, - -' t I - & STYLE ' " . I - -- ; I 1 - ,- 1 _ I I , - , ( 1 , i , - ' I I + J, - I N .. r ' I-1 I i }-_ _ _ - i - _ 1 ' ., '1_ I. 1i i -. 1 l-. - - _ 11_ r- _ 1 - - - , I-- + ` - - - : + . _ , :- I_ I II , . , . -. , - - - _ - - _ .. -'I 1 1 I- - - f , :- _ !.- - -- { �- ' _ _ - I- _ - _ - - - 1 -I ' I-'_ t - , r 1 - _ � _ -. , -I -1 - - - '- __, _ I- - I -%, , I - I I I . -1 I '- _ -, '" 1 I -1 - _ 1 1 i, 1 __- - _ _ - r _ _ _ _ _ -- _ - _ _ - - - - -_ _ - _ 1 - _ _ ' - I - d - -I I _y 1 ( 1 I -' _r-i ' r- - I-- _ I- 1 -- 1 I I - - , I I - i i- L 1 I I'•. - a 1 I ,- , - . I ; , - - - I I 1 ._ ._ 1 , - , __ { - - 1 ; - 1 i 1 - - , - . I 1 - _I -- _ _ _ _ _ 1 , - ) ! j _ ._ , F ! I. j -, i 1 , I _ - "I , -1 -; 1. I.1 , + ! 1-. , 1 1 - _! _ I } - , I - 1- { I I 1- I 1 . . ; 1 - i - I ; ; - _ —' 1 1- I _ { 1 -(__ } _ I -i, - - - -I - - 1 - , 1 1 � : � - � � � . I I � � � I/I � - I. I � I , � I 11 . � r ,/. I . I F-- T- - - .. , 1 1 I 1 ) r ,-• I -, - -1 1- i _ , 1 1 � , -' , I -- 1 1 1 II r - ' t11— ' , � 1 I , r I - 1- f , 1 1 I "-'r - 1 r - 11 _ ' - - -- _ ._i _._1-.r'. _ _ __, 1_', r I - ; I -' � .- , i - _1 �i I - r t t- 1T T' T T , , „ i I _ , r -1 1 -; I T I' I ! -y I 1 I i . - I a � . l I l i. I. .�. ! I f r t- r r r T r =-*- 1 r , , , - :,' Tr-ry, .- ., - - r -. -, ,.-I :-' --, -. - 1 ) T 1 ! ? ! : - , 1 1 i J-1 1 `r 1 � 1 i' - 'T - - 1 �_ Ti , - TI I ` ' , r ; I 1--, - ---'. IT 1--I , 1 ' I I r , r, ,r'1 J ,- ,1,: - r{- -1 ,.-I, --1 1 . 1 {. !.-1 , __� 1- I_ , 'I__ f I I-1 1- � ',`� T1 ( I,-': , `-T- I �i , 1 -' i _ - - - -r `--' �_ ^ 1 `_' r �:_,_:T _1, ,,..,J -:,L,', - -, ".1-, �_-1 - 1 .1 - 1,-' 1, 'r T1� rr - - -! ,�--11 I-� -I. -^: 1 _-. 1 1 I _ I_ I_.-I., -..1 ,_J -) '1..11 _l _1-. i-. _ _ _ 1 -j_ -1 i r .i L-. _ - - - -, , - _i - 1 L_I _ I I -1 1- 1 -i 1 I7', I- r- - , - '�- - ;'1 rT 1 T - 1. 1 , - - - -I - T -, ,-' ,-, - � I T I , , - { j- !-'', -i 1 ' t r , r• ,- :?i. _ 1,.��:. ,, , ',- �'-r ! 1 1 I T 1 I . . - _ .,^ I '-i --. - -I '-- i -�__J-' I_ , - , ; j , I 1 11 JI /� . I I . r � � I. " . r I� I I I I I r I � / f t,. -- ,, ,, -' � -,-- .a-,' - - ,- - - - I ' I- I T T � -t' r=,'T-i r 'T i-1, r:7. T T _ ` I_ - _ �� iT- '`I,I r, {, - - .- , � r I -i -..':- -I I -I-- - i .l_ _ I f 1. I- -,I I i1 :.I i { - 1 -- - - - - - - - - --' - I ! r 1 I I `I j � j I 1i �1 : - --, I ,---1 ' : 11 I - i : I i , I --I i _ . I -I_ ',_ {-I__ _ -T : 1 -I , -�I I. ,r. 1. i` I,� I!_I,_ 1. I-I - - - - , I �' I I ! I - 1 I _ _ Il Tl ! 1 i T { I �_ _-I _ 1 1 7 I I 1 'I i :r_ _>i 1 _ -1 .�-:T 1 1I1 1 T• ! i _-1 1`T� f", 1 - / I `r , y , , : ' 1 1 - - I i L.11- _ _ _ 1- 1- 1 I ' 1 '1- ' 1 f 1 -` .I -_; I _ I '. l ''_.',-! .- -_ .- 'I_.',I. � _ _ 1 i I � i I I, __ - .I;I, I ..i- 1 _ -,-'_!. .._= ,-, .. ,' -. . '.' -�'. � � - - , t-I_ , I ! - ! I , 1 L:- i 1 ! 1--a I Ir 1 f . T I f -, 1 1„ i 1, :I -- 'i-- - 1 f -, I r_t, 1 • 1 -I I'-, 1-1 f' 1 T-r ,-''-1 `T 1-I , - _ ' } I _. . : : ! - T , --'I - - , - T - - __ 1 - 1 j ' i I ' I 1 ( ' }- ,- -1- 'I r i1 t -i ti r --, I r-- - _ --L,�- ! , t'r', -r 1 1 1 - i 1 T , ' T -1` - - - 1 _,,11 I, I _.11 _1--1 I. C 1 I,I 1_ -I 1 -'L -TI _J_. _ f-; I_i- 1 1, 1 1 -, 1, i`I I'-1 ,_ `1' --,I- - 1 r -{I' I' ''-i - - I ' I' 1T I ! j j T` t ; - - I 1- _ --1. 1 -1_ I ( .. J _ 1 _ L- _ _ �- L _ ! 1 - -- -- - - - -- , r 1 .i'-1--- - - - - - - I 1 1_- 1 _ II - I- I i L -, - ` - - -- - 1- - - --- - - .I 1 T - - li T 1 I i ,i }- i i � I I, I L 1 { I I I I '' - + I-- - 1 ;- 1 -I I - T �:_1_, - --1 1 `r TL11.- - I-. - 1l r`T'- -1�-- - . . I ., . - I . r 1, . . PER MIT E I I , - . - I I I / , , - I � � -� , r � S T. 04 2 8.2 3 HAY HARBOR CLUB FOX,AVENUE FISHERS ISLAND,NY 06390 \ \ �\\ . KINLIN RUTHERFURD ARCHITECTS, PLLC 59 BAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 c�— D ARCS/ C�1 JG D. J(j �� y C;A = 9�La 2g1: Q,c O x OF NE`N-1 (V fV w CONSTRUCTION PLAN - V) PROPOSED PORCH TO MATCH EXACT ROOF a FOOTPRINT OF DEMOLISHED 4 A-102 N O 1 CONSTRUCTION PLAN - ROOF PROJECT: 357 3/1C--l'-0" - RCP LEGEND U a \ H --� NOT IN CONTRACT U W �- NEW CONSTRUCTION U Q RCP NOTES z -- I x 1 Li El At -- - ---- ---- ---- - ------------- - --------- ----------------- -------------------------- - ---- ----- --------------------------- -- - --- -- - -OUTOO R-DECK- - --- _-_ - - ------------ --------- --. B.D...V GROQVE:IN�-CLG -- ------ -SLOPED=_(�8=6'�0_LO-9_�-- _- ---- --- --- -- -- ------- ---- _ _---_ _-- I I - --------- -------------- --- ------ ------------ ��`� B.O:WD BEAM :' - - - - ---- -- --- - - --------------- --- - --- ---- - --- - ------ SLOPED TO MATCH CLG` \ ` - ---------------- - - - --- ILI PERMIT SET 04.28.23 11I---- -------- 711 III--- -------- ql------------111 \\\ =o HAY HARBOR CLUB FOXAVENUE .;O \ FISHERS ISLAND,NY 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D ARC n;.A I v �y 20 ' 294�1 M O OF N04 y N N CEILING w REFLECTED CEIL N - W PROPOSED PORCH TO MATCH EXACT PLAN - FIRST FLOOR x FOOTPRINT OF DEMOLISHED A-ill o N O 1 REFLECTED CEILING PLAN - FIRST FLOOR PROJECT: 357 � I I FINISH LEGEND • a NOT IN CONTRACT u U / W / i U NEW CONSTRUCTION =LMEE11_11J WOOD FLOORING x i FINISH NOTES x I I I - - - L I I I / I I / I THE- ------ ------------------- - ------- ------------ ----- OU ----------- ------ --------DECK---- - -------- iD00R ------- ---- { ------------------------- - -------------- -------- ---- - -- -�- WOOD I�----- ----------I-----;, jl -------------------- ------------- j - r --------------------------------- -- 1 -- -- ---- --- -- - ---- --- _ -- -- - - - _ -- -- -- - PERMIT SET 04.28.23 UP HAY HARBOR CLUB FOX AVENUE \\ ! FISHERS ISLAND,NY 06390 \ \UP KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 w JG 2�0 029Aa1�Q¢� OF NE`>d M X N N w FINISH PLAN - FIRST N W PROPOSED PORCH TO MATCH EXACT FLOOR FOOTPRINT OF DEMOLISHED a 12 j"I. ° N 01 FINISH PLAN - FIRST FLOOR PROJECT: 357 3/16"=V-0" U W a E� wUw E� U Q W x H x a 0 N Q ------ - - ------- -- -- - - ------ - -- ------ - -- - -- AREA OF WORK / `\ AREA OF WORK ELEV. 10'-7 " (DASHED) \\ (DASHED) \ \� -- ---------. __ -_ .-- ---- - --- -- ------ -- - --- - - -- -- -- '---- '•i 1�i rr -,� i 1-'Jt h'-��,-�'�-1'� �: ., I L � 1', SECOND FLOOR -- ! - - --- - -- - - ELEV. 10'-7 .. t� . Am -- -\ L— - - MAIN 0'-LEVEL -- - -- - - -- ELI TI _ Ii L - - -- - -- i Ii ELEV.MILNE 7" T.O. ��EC�ELEV. 03 EXISTING ELEVATION - SOUTH 02 EXISTING ELEVATION - NORTH 1/8'=1'-0" 1/8•=1'-0" PERMIT SET 04.28.23 HAY HARBOR CLUB FiOX AVENUE FIISHERS ISLAND,NY 06390 - - - ----- - - -------' - - -------- - -- - ------ - - --- ---- - �- - -- - - -- - --- - -- - THIRD FLOOR _ AREA OF WORK ELEV. 10'-7 (DASHED) KINLIN RUTHERFURD ARCHITECTS, PLLC \ - 519 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 �'�► SECOND FLOOR __-- -- 1 - - •-=-__ WORM - - -__=____---�� J� ELEV. 10'-7j.. i ill d M m- 1 11winalmd r --�ELEV 0' 7" I I, I, - - -- 11 S' ---- -- i _ i a - '- - --- - - ---- - - ----- -- - - - - - -- --- -- 6 ___ - -- L M � I ---------------------- ----.�._._. _�- _ -._—_ ------ --------- ----- -- ELEV. 0'-0" �, 029�� y0 x ® F OF NE�1 N - w EXTERIOR ELEVATIONS - N W EXISTING & DEMO W x a A-203. 0 1 EXISTING ELEVATION - WEST PROJECT: 357 U a .a H WU H U d Q w a 0 N Q /� ❑�_ - - ---- - -- -- - - ---- - -- ------- -- - - - - ---- - -- THIRD FLOOR A% - - ----- -- -- -------- - / - -- - - - -- ❑ - __ ELEV. 10'-71„ SECOND FLOOR Aft ELEV. 10'-7j., -Ripvj� flfflmlllultiw 9--U--T-c D 0 a 0 u 0 a u a u u u u u u u u j u u u u u d u u u u u u u u u Tfl IF rt L: 4 ♦•MAX • e-0' , MAz -�r :i i, I)Fr d' — r,;.L,I;�;k: :a{. Iibi ' ',: � F�.. E'-D" { 3 6 CUARDRAIL III LLL -- - - - - - -- - - - - __LLL MAIN ELEV 0 LEVEL , �IIIIIII d , ' 7 --- �- -�- T.O. DECK OL ELEV. 0'-0" -,�• 'I ❑ (GRADE VARIES) 03 PROPOSED ELEVATION — SOUTH 02 PROPOSED ELEVATION — NORTH t s=l'—o" PERMIT SET 04.28.23 HAY HARBOR CLUB FOXAVENUE FISHERS ISLAND,NY 06390 --- -- -- ----- -- - ---- - THIRD FLOOR Ak ❑ ELEV. 10'-7j" KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 --- ----- -...M.. ..:.._dry;, I' •-__,',�._ -..:.-_.. _ _ .�,...., _ -,...-.w.,- l.. � ,!,:." SECOND FLOOR � r, - - I ELEV. 10'-7�' ED AR .ti — —:_ �-yE--� ,i.., }1 .i:i I �'I, ) V�.� i�i, a,, +'-'r' _p• �LJ' - if i, lJ� ,r� :{It:. ]{�'- ',(' k+; ;!,,1:iP ( I t', 'I,f ti• {. I i k{ I. ri'. !kk '1 MAIN LEVEL y ELEV. 0'-7" i z'-s"'I II I i -- ---- -- - -- - -- --- -- ---- - -- --- - �� --- --- I I I I i �Tc 029T.O. 0D'EC LLL ELEV. 0fi NQcE V'a yQ X N N PROVIDE METAL CARING AT 3'-5"MIN.(TYP.) EXTERIOR ELEVATIONS - N ADMCEhNGT,ERro MATCH EXrsnNc(Tw.) PROPOSED OVERALL H rROHDE scREENs(TW.) W rn W A-202 0 01 PROPOSED ELEVATION -WEST PROJECT: 357 U a a WUW x U Ad w x H x a x 0 N THIRD FLOOR - -- --- ------- -- -1�- - - -- ----- -- -- - -- -- - - - --- -- - - _- __- -� - - __ - - ------ - - - -- ---- -- - -- - -- -- - ------ - - ------ --- --- - - - - -- -- _- _-_ --- -- ------- -- - - - -- _ __ _ _ __- __ ---- - - - ----- -- -- ------. - -- --- ELEV. 10'-72�� PERMIT SET 04.28.23 HAY HARBOR CLUB roxAVENUE _T j_I i- L i. FISHERS ISLAND,NY 06390 r 7 , SECOND FLOOR - :- i. 1 1 I - , I' `i Ilil:�l I r r I 1 r -t f ff L I i - -_ I` .I _ _ _, ELEV. 0 ' 72 I, I i 1 � �' I 4" MAX -IF VA IF-11 I I h I - MAIN LEVEL LL=L- - I 3'-6" ELEV. 0'-7ff 2,_5" I, ------------ it III II1jili T.O. DECK I I I I I I � I I ', I � i i i � Il�,,ill i� I 'I ICI II I i,l, II it lli, f 7f I II I I lil ili i1 � I�j III,I I I i,',I III ' I I ji ' II I'j ' KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 AR, ti OA 0294 yp4� M F OF NE`� X N N EXTERIOR ELEVATIONS - w NORTH w a A-203 o O 1 PROPOSED ELEVATION - NORTH 0° PROJECT: 357 U P. E-' WU F- U I I EFH FC a r, 0 N �y \ PERMIT SET 04.28.23 HT HAY HARBOR CLUB I l I I i I I I I I FOX, NUE i I IHERSISLAND NYO -: T r , r ,-.- •._.'...-- .-, - I I I i I I I — 6390 I r , I I r I I I r I I I I '-- •, ` - -- ( -* 1 I i > i ! - i I I I I I I NNw 1I t}"ItI I t Ii.IrI'rj, i 1 I+t` I:r ih•,--'fI-':-rIr. _�_$t .TT I�I fa k � k � ---:-'==-,.A❑--'---'-❑,-1.. ❑.. I- If+hI_ i-,II 1I'rtI_I•,'I_'I T-r'�_-1i-_»',,I i- +-,i•-I.TL-I-+I-T 1.I-I`t,i-It31+I'', 1rt'tr' +rII 1:I -, 1I I 1 -I- ,ri• II rl —,- ,il I;4 s.1tI i-I_'"•_Ii It -trIk II .iIIjj iI i'i'I t - , i l L IIy;'IIIr I I Ir r+ tII ri III Il'I 1It-•t rt iI lII i I II II'IiiI,I ,-,i I IIIII tI tII iI I. I IiII ii+'1I � IIII iT,II IIIIII;I• f i'L' r ' . i1 H� 14 i 1�I�08 RP LLL If , 3' ItIII - I'l i IIII 7I I�I YiilII 'I �I I IiII iIII I I''I I Il +lIIII� IIII II';ll:I',III I 1.I iI I iI Ii IlI �1�rt IIIiI II }tIIII - �I I' I i 71T 11 i i I 'I l Ii i' I I I III iiiII I t ,I II I 1'_IIi .l.IIi IiII rI I i,• ' iII t1i4I 1,# iIII I .r I 1 III :I•-SIIh�I t. II IIlIII+ �II I ;I II Ii ii r T]I I lII- II Ii II I iII I- i 'I, - I 1 _- —- l KI N LIN R UT�H��yE��RaGFCE UFDR NAD�k 8`ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-298 8 PROVIDE METAL CABLING AT 3'-6" MIN. (TYP.) NEWYORK,NEW YORK 10022 FAX:(775)582-1736 TRIM 8 GUTTER TO MATCH EXISTING (TYP.) ADJACENT PROVIDE SCREENS (TYP.) 294" N EXTERIOR ELEVATIONS - WEST 17 ] ' a 0 1 PROPOSED ELEVATION - WEST PROJECT: 357 A-204 u u PERMIT SET 04.28.23 2 12 HAY HARBOR CLUB FON AVENUE FISHERS ISLAND,NY 06390 H u u u u u u u u u u u LL DF1 FLi, [t ! .`,3 'GUARDRAIL. I'l 4 MAXt. TO 8'-o" Li i I I i I lu KINLIN RUTHERFURD ARCHITECTS, PLLC (GRADE VARIES) 591 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NE:W YORK,NEW YORK 10022 FAX:(775)582-1736 D APO OF f114 EXTERIOR ELEVATIONS - SOUTH W A- 05► 01 PROPOSED ELEVATION - SOUTH PROJECT: 357 U a a p. H U W F� U CG Q W X E-+ a x 0 N j J J J .- r' r / r / � r / J / r / f r „ I, I l I - 2 { { 2x12 AT 16" O.C. SLOPED - 2x12 AT 16" O.C. SLOPED ROOF ASSEMBLY SLOPE 2:12 ROOF ASSEMBLY N �. 1 SLOPE 2:12 x I x I 1 I . i 1 (2) 2x12 BEAM f (2) 2x12 BEAM � I PERMIT SET 04.28.23 DECORATIVE WD BEAM DECORATIVE WD BEAM BEYOND BEYOND I 1 6x6 PT POST, WD FINISH i f 6x6 PT POST, WD FINISH HAY HARBOR CLUB I { IFOX EXISTING CLUB HOUSE I EXISTING CLUB HOUSE --� FISHERS NY 06390 I I LINE OF SCREEN I I j LINE OF SCREEN OUTDOOR DECK 0 o I o o 101 I -H 2x10 AT 16" O.C. DECK I I 2x10 AT 16" O.C•J DECK OISTS io JOISTS x I I N I I I N I II i__ _ __..__ _ — __ _ ___--- w - SLOPE 1:18 EX. CARRYING BEAM 2x8 AT 16" O.C. SLOPED I Eke REVIEW CONDITION OF EXISTING PIERS, a BASEMENT COVER i > FOLLOWING DEMOLITION OF EX. DECK. IF I Q NECESSARY PROVIDE NEW CONCRETE PIERS. w (2)2x12 JOISTS EX. UNDEVELOPED GRADE w a EX. 4" DIAMETER COLUMN V NEW CONCRETE PIER BEYOND I I NEW CONCRETE FOUNDATION KINLIN RUTHERFURD ARCHITECTS, PLLC AT LOCATION OF PREVIOUS AT LOCATION OF PREVIOUS EX. BASEMENT STORAGE 59 EAST COLUMN FOR (2)2x12 JOISTS NEVJ YORK4 NEW YORK 10022 TH STREET,SUITE 2 FAX:(775)582-1736 I I I I - I L J L EX. CONCRETE FLOOR L---- L-- --J y� 29��' y4 "' F OF NEB x (V N w SECTIONS N W W x a _ A-210 0 0 1 02 SECTION AT PORCH 01 SECTION AT PORCH PROJECT: 357 1/2'=1'-0' 1/2"=1'-0' U a a a E~ WU H x U ¢ a 0 N PERMIT SET 04.28.23 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 STEEL CABLES 63" AT BASE & CROWN 82" AT BASE & CROWN 3�� 58 7„ 4" MAX GAP BETWEEN CABLES z z KINLIN RUTHERFURD ARCHITECTS, PLLC z LINE OF TIERING BASE & LINE OF TIERING BASE & 0 CROWN BEYOND 0 CROWN BEYOND 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 ^ Z U U NEW YORK,NEW YORK 10022 FAX:(775)582-1736 �` X WOOD FINISH, AS SPECIFIED W WOOD FINISH, AS SPECIFIED j w co r- cn r- ED AR- 4" MAX GAP m m cJ,��Fz p. Cy�T Q BETWEEN POSTS F_ DOUBLE ANGLED PT POST 6x6 PT POST C� J kil F� N � Q Q j \ A, a U -ICN '-IN i co 00 F NE`� N 3 " N w CONSTRUCTION H 4" AT BASE & ClioWN DETAILS A-40i a ° 03 TYP. RAILING DETAIL �2 DOUBLE ANGLED POST DETAIL 01 TYP. POST DETAIL PROJECT: 357 EXTERIOR DOOR SCHEDULE U a 1ST FLOOR a, H DOOR# ROOM NAME DOOR TYPE MANU. PRODUCT# WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS U 101 OUTDOOR DECK A CUSTOM - 5'-6" T-6"(V.I.F.) - MATCH EXISTING N Y MATCH EXISTING WD SCREEN SIDE LITES TO MATCH HEIGHT x U Q NOTES: w 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN z a 0 N PERMIT SET 04.28.23 REFER TO EXT. DOOR SCHEDULE HAY HARBOR CLUB FiOX AVENUE FISHERS ISLAND,NY 06390 r i � a i i ! -- j ! 1__ I ! 1 { � � r r _ -I + { - 4 1LLJ iil I I i U ry X Lli -� -- Ll.I —I L-Li LA -T . I KINLIN RUTHERFURD ARCHITECTS' PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 _ +__ NEW YORK,NEW YORK 10022 FAX:(775)582-1736 � I t a } ?r D ARchi D .. a 0296, pQ x F�F NE`N y N N EXTERIOR DOOR w N SCREEN DOUBLE SWING DOOR w - STILE & RAIL MATCH EX. ADJACENT SCHEDULE w a A x a -5® o O 1 EXTERIOR DOOR TYPES PROJECT: 357 N.T.S. ELECTRICAL LEGEND U a � L l NOT IN CONTRACT WUW L / v _______ NEW CONSTRUCTION a FO WALL MOUNTED LIGHT FIXTURE El RECESSED LIGHT FIXTURE C WATERPROOF RECESSED LIGHT FIXTURE z a HORIZ. SURFACE MOUNTED LIGHT FIXTURE a F7 - � �x� VERT. SURFACE MOUNTED LIGHT FIXTURE 0 UNDER CABINET STRIP LIGHT INTERCOM $ SWITCH $D DIMMER SWITCH $3 3-WAY SWITCH $3D 3-WAY DIMMER SWITCH J FIXTURE ON A JAMB SWITCH ❑ � � DUPLEX RECEPTACLE �wP WATERPROOF DUPLEX RECEPTACLE OUTLET,ONDE DUPLEX RECEPTACLE ONLY TACLE �cF.I. GROUNDED FAULT RECEPTACLE OUTLET � QUADRUPLEX RECEPTACLE -- - FLOOR RECEPTACLE TELEPHONE/DATA -- - -- -R= - - -- ---- --a - TV TELEVISION -- - --- --- -- ---- I I -------------------- ----- ----- ------- ------------ � ` - ® EXHAUST FAN O THERMOSTAT ------------------- -- --- SMOKE CARBON MONOXIDE DETECTOR ---- —--- I I — ---- --- - - - - - ' ❑ DOORBELL ------ ------ -------- -------- - — — ------ ----- -- -- -- --------------- ❑ MOTORIZED WINDOW SHADE II � ELECTRICAL NOTES ------------------------ OtiTD00R-HECK II - - \ 1. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED -- ---- ---- - --- ---- --- --- --- -- -- - --- -- -- - -- - - - -- AS GFI \ 2. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED PERMIT SET 04.28.23 I�------- --- -II \ 'Ir------ -- ---III ��\\, CONTRACTOR III-----------III II I---- --------I II �� _: 3. GC TO FURNISH AND INSTALL ALL LIGHT FIXTURES AS PER i ---------- \ - ARCHITECTS SPECIFICATIONS UP .\. 4. ALL EXTERIOR LIGHTING AND POWER TO BE WEATHERPROOF HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 UP KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 aED ARCM R� F NO N ' N w ELECTRICAL PLAN - N W PROPOSE[ PORCH TO MATCH EXACT FIRST FLOOR FOOT'RINT OF DEMOLISHED a E-101 o N O 1 EL6ECoTRIC/_ PLAN - FIRST FLOOR PROJECT: 357