Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
49832-Z
D�OSHEFULkcpG Town of Southold 2/4/2024 y P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44933 Date: 2/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Sappho Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-5-13.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2021 pursuant to which Building Permit No. 49832 dated 10/4/2023 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: additions and alterations, including covered porches, screened porch and outdoor shower,to existing single-family dwelling as applied for. — The certificate is issued to Gray Benjamin H Liv Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-2376 1/4/2024 ELECTRICAL CERTIFICATE NO. 49832 12/14/2023 PLUMBERS CERTIFICATION DATED 1/22/2024 Joel Fulton Autkfized Signature 1 o�SUfFntK�a TOWN OF SOUTHOLD �� uy BUILDING DEPARTMENT N 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#: 49832 Date: 10/4/2023 Permission is hereby granted to: Gray Benjamin H Liv Trt 2308 Sterling PI Wilmington, NC 28403 To: \ construct additions and alterations to existing single-family dwelling as applied for. (Replaces,BP#46512) At premises located at: Sappho Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 6.-5-13.2 Pursuant to application dated 7/2/2021 and approved by the Building Inspector. To expire on 414/2025. Fees: RENTAL PERMIT $540.20 Total: $540.20 Building Inspector �g�FFQ(X� TOWN OF SOUTHOLD BUILDING DEPARTMENT y := 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#: 46612 Date: 6/30/2021 Permission is hereby granted to: Gray Benjamin H Liv Trt 2308 Sterling PI Wilmington, NC 28403 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: Sappho Rd., Fishers Island SCTM #473889 Sec/Block/Lot# 6.-5-13.2 Pursuant to application dated 6/8/2021 and approved by the Building Inspector. To expire on 12/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $660.40 CO-ADDITION TO DWELLING $50.00 Total: $710.40 Buil ng Inspector pF SO(/r�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gray Benjamin H Living Trust Address: Sappho Rd city:Fishers Island st: NY zip: ,06390 Building Permit#: 49832 Section: 6 Block: 5 Lot: 13.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 23 Smoke Detectors 12 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 24 .CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 50A&9 Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights 6' Dryer Recpt 30A Emergency Strobe Heat Detectors 2 Disconnect 4 Switches 60 4'LED Exit Fixtures 11 Sump Pump Other Equipment: ERV, Fridge, Oven(2) Gas & Elec., DW, Micro, Hood, W/D, Disposal, Septic Disco, 200A Meter Main Disconnect, 200A Panel, 40 Circuit/ 35 Used, 100A Sub 30 / 19 Notes: Two Story Unfinished Basement Inspector Signature: Date: December 14, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephon 639)765-1802 54375 Main Road , (1`\,;r" -'•,`` P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: l `� Building Permit No._1 Owner: A ki It-, (Please,.print) Plumber: o`er' u.i.To•t\) (Please print) I certify that the solder used in the water supply system contain less than,2../10 of 1% lead. (Pli IS Signature) Sworn to before the this---1V h day of`����a , 20 1 fY1e_:;�-.2 ,-, /y ' Notary Public, ,�,lio-,�,c County/14,,.,,�� y y iY++YI v v��OF SOUtyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN I Pv CTION [FOUNDATION 1 S [ ] 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 REMARKS: DATE DS/�- ZZ. • INSPECTOR, •�/ pf SDUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765.1802 . INSPECTION FOUNDATION 1 ST [w1r.-ROUGH PLBG. [ ] FO NDATION 2ND [ INSULATIO CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��•c roc=1)ean .6.a.viL • a DATE INSPECTOR ' e SOUIyo� �•� SI jo " w 1� --- TOWN OF SOUTHOL BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 DATE 7/ INSPECTOR SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. rls'14AIe-) [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] PRE C/O [ ] RENTAL REMARKS: ©� DATE INSPECTOR o�"OE SO//T�o� I # # TOWN OF SOUTHOLD BUILDING DEPT. `IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: • ..lip. . DATE �� 3� '> INSPECTOR — laF SOUTyO� # f TOWN OF SOUTH.OLD BUILDIN4 DEPT. co 631-765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: - -r&(y (2Ajf11vJ1'ZyYD S rZA a n ilvA 4121-007k 41 d DATE INSPECTOR 7�O pF SOUIy�<o TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]PSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL REMARKS: ,�+... DATE INSPECTOR OF SOGTyolo — # f TOWN OF SOUTHOLD BUILDINN DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) i7efELECTRICAL (FINAL) [ ] CODE VIOLATION f` ] PRE C/O [ ] RENTAL REMARKS: DATE IZ INSPECTO hO�aOE SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. �`y000rm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: ,�... Aj �-3 DATE INSPECTOR �o,*pF SOGlyO6 17 # # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ZFINAL LATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� �' d• DATE Ol Z3 INSPECTOR �/ A, R&T Architects, Inc. 262 Washington Street, 2"d floor Boston MA 02108 (617) 451-5740 7 March 2023 Michael Verity NMAR E CBuilding Department Town Hall Annex Building 01 2023 LD 54375 Route 25 P.O. Box 1179 SUMING®EPT Southold NY 11971 TOWNOFSOUTHM Re: Benjamin Gray house Fox Ave. /Sappho Rd. Fishers Island NY Suffolk Co. Tax Map #1000-006-5-13. 1 Building Permit #46512 Gentlemen: This is for your records, noting the closed-cell spray-foam insulation (R-7 per inch) in exterior roof rafter bays and exterior stud wall cavities, and rock-wool batts in interior partitions and second floor joist bays . Closed cell foam was also applied to the interior of the foundation walls in the basement and crawl space . The insulation appeared to be consistent with design: and details drawn by us, and is, to the best of my knowledge, in accordance with applicable New York State codes . Photos of insulation are enclosed. - �-�Q6991A�f►e .A\13tQ�tiaApe"" sa, Very truly yours, 6q �4)3 ° ° °e°o°aeo° " o o •�I IJ' IPA J ry f7� er"G\� 9 Q .4q• r. cV ° jD Jacob D. Albert CIAZ�- d;°s ©ePisH A, R & T Architects, Inc. Copy to: Z&S Contracting a .rr ,t i w 4w ' � i r i k r�^ _ r :_ a".) EMENT: LOO IN *AAICQ 1 i ♦. T •} i a t SEMENT : LOOKI NW `- ti ti ti i i 1 � . rfr L. r R � y e ,t + 1 Y pp- AL Atk-— + t r 7#� �^ 4 w r y 486 'Al r Y � a • • • ti . z � y i no- ow +49 Im 1 . _ M 1ST FL ► +� r r f r ! f i r � w * s I • �• i DROOM 108 i t f 4 11 1 1 f r 1 f , � i 1 i 1 a 7 � � 1 1 4 I rb t . 1 3 - ' s ^a •4t �r A � r. 'I - E *S, i A • R E r M-1 -11 -IR : LIVING RI-11-IM 101 • r i - o' ` « _ ' loll i 1 - 1 WW - y �• .✓p w .. •+. •.7 2' Lei 0 ! `+ Ai r. . _ APON,..WIL 4 .�--- 14 [II � L� it • r , 1 L M101 � . . i � 4 1 rr•r# 1 e r 1 '14 1 J r a z / •1 t � t E r, • f j _ • • �'^�-ter._ F"! WmLb���,1 Ao- 41 i. .. • d9b a l 1 i t t r r �r s 2N L�Fo , r 1 pq d Jk- A�. .r a { i R � 1 { ts. a• ' f 1 t11�r I I s N '. 04 Quality Insulation of Eastern Corinecti ul 1OfM4o. CT C16J8,'7 r� installed insulation Certificate .,r. -r Nh;grtir�,Ihdt ple rrlMtrlO��r11urW I-1� !��R,-rr wa►-1=,ga;�,�xr.p+e r�s,naa��I�a tdvM �rwra isr AI/ti'1r'+ F �+rtrrr Ai °s OwassN"A of Uiwa Fai q..��,,,,,, �� A-.yam � ►ba+ POP Mon T�1er j� [a L.l� ►'r ..� '•� M ❑ ❑a, r 7 ,y - — �u; C7 +u -7 3 — _- �> - _ �• � ram, � Grq 7 W i.r..,� t;pAtt}tftl+l �' Yl��c---R.,f, ''r �^. �Y'MraNrl�iNar•11� r ri lit OLD WINDOW mmd ` � f r i �n.. i 1 A' 1- low 1 i:t1t�IC�►.:r i Mill NEW WINDOW •fir s Mor i s i� — -— --.=WNW GNCB W%5111- Consulting Engineers, P.C. structural Engineering Geotechnical Engineering Historic Preservation February 21, 2023 Town Hall Annex Building 2 2 �p E 2 Town of Southold D E C E U V Southold, NY 11971 Attn: Michael J. Verity MAR — 7 2023 Chief Building Official Bullding Department Re: Gray Residence Town of Southold Fishers Island, New York 06390 Permit No. 46512 Tax Map No. 1000 Section 006, Block 5, Lot 13.2 Dear Mr. Verity: GNCB Consulting Engineers, P.C. (GNCB) is the Engineer of Record for the addition and renovations to the Gray Residence project under construction on Fishers Island, NY. The permit set of structural engineering drawings is dated November 29, 2021. This letter is to summarize the structural engineering scope of work that has been substantially completed. Photos of project work are included. ■ Photo P-1: Existing house west elevation Gray Residence GNCB � Fishers Island, NY February 21, 2023 Consulting Engineers, P.C. Page 2 of 11 Roxanne Brown, GNCB, was on site to view the existing framing on January 5, 2022, with follow up visits on March 16, 2022 and January 20, 2023 to observe the progress of construction for the structural work. Z&S Contracting, Inc., the General Contractor, provided GNCB with interim photos during the course of the construction phase as work progressed. P. •v ,.Sys' ���* +_ .� r•- +I " Photo P-2: Addition and renovations in progress Foundation: There is a below-grade basement at the south end of the existing house. Access to the basement is through a bulkhead door located at the east side of the house, with stairs leading from grade down to the basement. The foundation walls below grade consist of clay masonry units, i.e., mortared brick. There is an opening at the top of the existing interior brick cross wall to view the shallow depth crawl space beyond, extending to the north. Looking into the crawl space, there are brick piers that support the wood floor framing. A new opening was cut into the brick foundation wall for access to the new bay on the west side. The new bay foundation walls consist of cmu that bear onto concrete footings. There is a new insulated concrete floor slab placed within the basement area. The slab is reinforced with welded wire fabric. Note new wood post. The post is referred to in the wood framing section ahead. Gray Residence GNCB . % Fishers Island, NY February 21 , 2023 Consulting Engineers, P.C. Page 3 of 11 'Woo, N► �M moo - Photo P-3: Existing brick basement cross wall with opening into crawl space. New wood post. - I � q • r Y i Photo P-4: Foundation for new 3 window bay Gray Residence GNCB • % Fishers Island, NY February 21, 2023 Consulting Engineers, P.C. Page 4 of 11 The permit drawings show demolition of existing foundation work where the new construction addition was to be located. The house addition area was excavated to a minimum of 3 feet below adjacent grade, the required frost depth for the bottom of the footings. The footing bearing surface appears to be a suitable granular material. Prior to construction, Z&S Contracting, Inc. provided GNCB with submittals for 28-day compressive strength f'c 3,000 psi concrete mix, Grade 60 rebar, and concrete masonry units, all of which were acceptable. sJ!'• • 1 , anY � y ,JY w•`rf. �w i Photo P-5: Addition footings formed below frost depth Gray Residence GNCB .•% Fishers Island, NY t� February 21, 2023 Consulting Engineers, P.C. Page 5 of 11 ' Photo P-6: Concrete masonry cmu foundation wall The new crawl space foundation walls consist of reinforced concrete masonry units (cmu) at the perimeter footprint of the new addition. The cmu walls are centered and supported on continuous concrete footings. The footings are reinforced with parallel continuous #5 bars placed at the bottom of the footing. There are vertical bar dowels placed at the wall corners and 2 feet on center along the length of the wall. There are 244 bars horizontal at the top course of the cmu wall, and horizontal joint reinforcement at each course. The cmu cells are grouted solid. Pressure-treat sill plate is anchored to the top of the cmu wall. New interior cmu piers bear onto square concrete footings reinforced with #5 bars each way, bottom. There is also new foundation work for a new interior wood framed shear wall located at the hallway near the fireplace. Gray Residence GNCB Fishers Island, NY February 21 , 2023 Consulting Engineers, P.C. Page 6 of 11 4 N 'N7 y S' I a� ►s` Photo P-7: New porch at north end and west side The new porch is constructed at the north end of the house, and wraps around to the front, west side. The new porch piers consist of cmu piers that bear onto square concrete footings. The bottom of the porch pier footings are placed at a minimum of 3 feet below grade. The permit drawings indicate square concrete piers supported on square concrete footings. The contractor requested substitution of solid grouted cmu in lieu of concrete at the exterior porch pier locations. This is acceptable. Gray Residence GNCB • % Fishers Island, NY I% February 21, 2023 Consulting Engineers, P.C, Page 7 of 11 I 1 1 Y1 , / 1 Photo P-8: Porch floor flush framed to ledger + deck ties Wood Framing: The majority of the existing 2x first floor framing wood joists remain in place. First floor framing was replaced at the area behind the fireplace at the expanded Kitchen area where the floor framing was deteriorated . The new floor framing in this area consists of doubled up laminated veneer lumber (LVL)joists, flush framed with joist hangers to supporting beams. There is cold-formed steel stud framing installed at the back of the fireplace/chimney. Gray Residence GNCB • % Fishers Island, NY February 21, 2023 Consulting Engineers, P.C. Page 8 of 11 r Photo P-9: First floor framing laminated veneer lumber (LVL) The addition new floor framing consists of M wood joists spaced at 16" on center. The floor framing is sheathed with Advantech Flooring. There is a step down to the porch. The new porch floor framing consists of 2x10 pressure treated (PT)joists spaced at 16" on center. The porch floor joists are supported on a PT ledger fastened to the house wall, and include deck ties per the permit set drawings. New stud walls are constructed of 2x wood studs spaced at 16" on center. Wood shear walls are located per the structural drawings, including an interior shear wall. The shear walls are sheathed with plywood wall sheathing and anchored to the foundation with holdown hardware. The wall studs are blocked horizontally at the sheathing panel joints. Gray Residence GNCB Fishers Island, NY February 21 , 2023 Consulting Engineers, P.C. Page 9 of 11 r ♦ V .`t 1) Photo P-10: Wood shear walls with holdowns + blocking At window headers and beams supported on posts, the beams and support posts are either strapped or connected with post caps. Multiple member LVL plies are fastened together to function as a beam. There is new second floor framing at the main stair area where the stair run was reconfigured. The framing includes a new LVL trimmer beam that spans parallel with the upper stair run. New joist hangers were installed to support existing second floor joist framing to flush frame beams. The end of the stair trimmer beam is supported with a new post that extends onto a new footing below the basement floor slab. An existing back stair at the Kitchen/Fireplace area was removed, and the floor was infilled. Z&S will have new Simpson H2.5T ties installed at the existing upper level dormer ceiling joists that bear onto existing wall studs. Gray Residence GHCB 14� Fishers Island, NY February 21 , 2023 Consulting Engineers, P.C. Page 10 of 11 v �t Y � Photo P-11: New stair opening trimmer beam, 2nd floor framing At areas of new construction at the 3-window west side bay, and north end addition and nevv porch, the framing is per the permit set drawings. The new bay ceiling joists are supported on the roof header, flush framed with joist hanger hardware. The roof rafters are clipped to the top of the wall with hurricane tie hardware. Gray Residence GNCB � Fishers Island, NY February 21, 2023 Consulting Engineers, P.C. Page 11 of 11 Photo P-12: New west bay wood framing It is my opinion that the foundation and framing work is constructed in substantial conformance with the Contract Documents, and in accordance with the building code structural requirements. Very truly, OF N wY CS�URT1SB�o'P'f Charles C. Brown, P.E. ; Prepared by: Sr. Principal o�ss�a,P. Roxanne L. Brown Engineer/Project Manager Cc: Jacob Albert, Architect JAlbert@artarchitects.com Lyle Bradley, Architect LBradley@artarchitects.com AR&T Architects, Boston, MA Cc: Z&S Contracting, Inc. Fishers Island, NY zandscontracting(aD-gmail.com GNCB 1. Consulting Engineers, P.C. structural Engineering Geotechnical Engineering Historic Preservation December 6, 2023 Town Hall Annex Building Town of Southold D E C E 0 V E Southold, NY 11971 Attn: Michael J. Verity DEC - 7 2023 Chief Building Official Re: Gray Residence SulldingDcpartment Fishers Island, New York 06390 Town of Southold Permit No. 46512 Tax Map No. 1000 Section 006, Block 5, Lot 13.2 Dear Mr. Verity: GNCB Consulting Engineers, P.C. (GNCB) is the Engineer of Record for the addition and renovations to the Gray Residence project under construction on Fishers Island, NY. The permit set of structural engineering drawings is dated November 29, 2021. GNCB issued a letter addressed to you on February 21, 2023, to summarize the structural engineering scope of work that had been substantially completed. Since that time, in November, 2023, Z&S Contracting, Inc., the General Contractor for the project, provided photos of parallel joists above the existing basement area where a series of 1-inch diameter plumbing pipe penetrations had been bored through. The existing solid sawn joists are 2-inches wide by 8-inches deep. See Photo P-1. Per the 2020 State of New York Building Code, including 2018 International Residential Code for One and Two-Family Dwellings, it is acceptable to cut into solid lumber joists provided that the holes do not exceed one-third of the joist depth. However, the holes shall not be closer than 2-inches to the top or bottom of the member. Per the attached photo, and information from Z&S, there are some holes that are less than 2-inches from the bottom edge. Accordingly, GNCB provided Z&S with sketch SKS-3 for information to install a 2x joist reinforcement ledger on each side of each affected joist. See ledgers in Photos P-2 and P-3. See SKS-3 attached. Gray GNCB Residence Island, Fishers December 6, 2023 Consulting Engineers, P.C. Page of M� Or— Photo P-1 M ✓f i �. At ft' Pho • • Gray Residence GNCB j Fishers Island, NY t� December 6, 2023 Consulting Engineers, P.C. Page 3 of 3 It is my opinion that the joist reinforcement ledgers are constructed in substantial conformance with GNCB's sketch, and in accordance with the building code structural requirements. Very truly, C;'i C � Charles C. Brown, P.E. Prepared by: Sr. Principal Roxanne L. Brown Engineer/Project Manager Cc: Jacob Albert, Architect JAlbert@artarchitects.com Lyle Bradley, Architect pF NEW y LBradley@artarchitects.com co cuRr1se90 p� AR&T Architects, Boston, MA li Cc: Z&S Contracting, Inc. Fishers Island, NY ° zandscontractingCc)-gmail.com p�g�ONP� E E 0 WE SEP 2 0 2023- S!Eiiding Conservation Technology U-Cw- Testing Sheet Building Department Town of Southold Rater: j,7-11 U' ��str : 3 3 � ir> 6gi lature: Date of Test: Builder: z �-S Y 4:. ci SY r LY MGt 0 S ( rs C',,�s 15 ef, 1 9 J SFBE: Total Heated Space: 1,2/0 Volume: Sourc-- of Area and VoEumel Calculab0i"s: �zc met `-/6 S/L Blower Door Test � 1��,4te Pa. ± Fan i — NOTES: Date ` Outside Ring Pressure FanFiow ACH50 PASS/FAIL QlsGt `rQF^,,s:tei T GAS i- Handle., Lcc aiici?: Floor SeivEe: Area Served: Rough in or Post Construction: i Totai or Fan Passor (MOTES: Date i Ring Pressure Fan Flov) L eakaGe Fa it Outside ; y 1 ,Air Handler Location: f ioor Served. urec-Served: Rough in or Post Consrtuction: Total or —--— -Faz� -----::` PEss or NOTES: ' Date Ring Pressure Fan FIG:,t :'J)I, Leakage Fail i Outside �. dY- +y. _ Y .tip" �_:',�•.+ `14 •1 '1 r� ;�,��� ^�, ,,�;• �� ems• �. _� a '~N1F•� fir 'Yr h1 1 r R1 �y r • Ty V._ ACE AN, �; t r _ op, ` ILI -:j,.,a. y r `.; � �L� '�Nis.•�I •��.,� .{! i r � I ti.. . f � NO �1� ' � .G•• �: ram' - •� ��- - n x, • r 4 4 _._sw ,� ��'� /y Y_ �#. �• � . � �� � r 1� - , � '} • � +1, 1i.� � ~ Y _ � :� H I _ �` �t� - � .1 i � F. �; 1�. • � i� • :r •4 � �'"��1 • ` M l _ I � .. i r 46 f 4d=- f.' J� A 4yJ 1 � Li JIT � td� t. f d i r 1 r �t BASEMENT : LOOKI N W, a t� } i } Y * 4 ! .f i I Y . BASE ENT : LOOKING NE .• x i •yf�w, .r ' t r S � �r . s � a r t f i J4 •s 1 �ff s - D R ' O M j108 . r . j • s y I . , OOM 108 Aw }� Jr�^f I �= 1 -rw i • w 446 ;,. w J� 4 y: i 1 e 4 Y �� f C a �Z �S y a Not � air i� 14L_;5 b . � 4 - ALL .. 10 '. Ay, J _` Lt. 40 . �'L+ �+�► LIVING Ri-ii-M 101 4 �J fi ♦ . f « ��. W . vow 70.► %Mpl -� •. , pow • � { f IL _ A • i A �. r A *, t YIN *� 46 . r t ■ Aw. - r qua Mir- Ilk 1 a !l v 1 a Iom - 101 ■ ■ i 4 s j: i y; i t r f 1 i� _y r li lop— No I It r- — f_. 1 t r r 2ND # - r jag • _ r '''��i� ., . -ems..• .:.a, - ilk 9110 �� 6 • � fir' i • / r Y _ r• err 40, R tf AP ` r ' 2N O • � i T - 3 '4 + s � i • / R r 1}� 0.0 Pr- OfOle All M �, w~ 3 e F •, ti f R: HAL xwr. ' 1 _ N � r I f _ I 1 e ! . 11r f r ti ' tt A% -)URbly 111sulallor , of Eastern Connecticut Vvndl Ave 0 ftvx e.("r Installed Insulation Certificate VIOUAICL"i r how r- Wee ftLaw mw^A-bow Aqm ff, C) 77 ❑0 '7 C) 0tfrf -7 n r '71 3 A, R&T Architects, Inc. 262 Washington Street, 2nd floor Boston MA 02108 (617) 45 l-5740 7 March 2023 Michael Verity Building Department Town Hall Annex Building RMAR L C e54375 Route 25 P.O. Box 1179 07 2023 Southold NY 11971 SUlDING®EPT. TOWN OF801IUr n( r) Re: Benjamin Gray house Fox Ave. /Sappho Rd. Fishers Island NY Suffolk Co. Tax Map #1000-006-5-13. 1 Building Permit #46512 Gentlemen: This is for your records, about egress windows in the Gray house. Reference: 2018 IRC Section R310 . 2 . 5 Replacement windows . "...the replacement window meets the following conditions: The replacement window is the manufacturer' s largest standard window that will fit within the existing frame or existing rough opening. The replacement window is of the same operating style as the existing window or a style that provides for an equal or greater window opening area than the existing window. " The scope of work, for the most part, did not include changing existing window rough openings . Most of the windows, including all on the 2nd floor, are new double-hung windows in existing rough openings . (New rough openings are in the new additions— living room extension and Bedroom #1 bay window--and they meet current egress standards. ) In the 2nd floor dormers, Z&S Contracting inserted new window headers where there were none. But because of the dormer hipped roof overhangs and soffits, the tops of the openings couldn' t have been raised to accommodate the sash height required by current codes without rebuilding all of the dormer roofs . The new windows are as big as they could be, more completely filling the existing rough openings than the old windows, and improving on existing egress area . (See pictures of before and after window installation. ) $.-a±eveneai Very truly yours, Fgce 0, �,p cjp1L°`,;=' Jacob D. Albert 13009;t - '� A, R & T Architects, Inc. Copy to: Z&S Contracting 0 • D• • o A r ;- MAN • , DW -��, � %ice ��• L p r w ►L � suFFatk•�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT '> Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • o�y r Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtom=.aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ! PERMIT NO. ✓ Building inspector: U U L — 2 2021 M1Applications and forms must�be„filled out in fheirentirety Incomplete , ;� � BgJkTJDTNG DEPT, applrcations will not be,accepted -Where the-Applicant is not the�owne�,an ` k ��^_.,.,;� "4••��,�T•c`�"���h�*,v� =rOwne`t's;Autho'riia'tion;form(Page.2j shall<be completed t} {; h �tc Date: �li-i'l�. 02�» ..vAOA Oa.) �i^�. '�. Y�„ :�t•it'e.P 1`::?1y :y. F 'k 'f. S 't Y1 .,^r OWNERS)OF PROPERTY �..1 1000- 6 3..Z Name'.:...,. .GlLvl.l.h...,..-�.. CQ lTi' SCTM# .,..._...,..,... ,......, ...... Project Address: L7 1 ftt,kl S 1.0.►q,,—,i 6o �VI✓Gf—,..,.. Phone#: �s' pp .— ��r' Email: Mailing Address: w Name: Mailing Address: Phone#: Email: f.ti.., 'T.: ::V. "•.V i' ,.,,� :..GFv` raj: �`l:= :ti1,5:�»:.�: Y A4 A u`l." .9'o f 1 f�;F'.%itt. r' ,+t' 'L- a :ts 'f�'• .t r�'a. x'i=.=Y<�:i"v -d Sri''{.• -3 .;;a t;;� t^- - E 1 0. Name: I Mailing Address: 0 . Phone#: _ Email: ���CONTRACTOR;ItV��ORMATION • x! --�'`��< :x � } Name: Va—c Mailing Address Phone#: g�—. g 1.Email:•zQ S.-COA DESCRIPTION OF PROPOSED CONSTRUCTION , � f � � : G , , 1 ❑New Structure Addition MAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? 9yes El No Will excess fill be removed from premises? ❑Yes VNo 1 PROPERTY INFORMATION Existing use of property; Sl $ Ly Intended use of property: i Zone or use district in which premises is situated: Are there any covenallo nd restrictions with respect to this property? ElYes IF YES,PROVIDE A COPY. 13 Check 8bx 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 appBcant agrees to comply with all applicable haws,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 210AS of the New York State penal Law. Application Submitted B int name L '&&tTiu 2IA_0 h Y 1p ut orized Agent ❑Owner . Signature of Applicant: qLj_ Date: (� STATE OF NEW YORK) COUNTY OF ��} 75 " CONil u—C being duly sworn,deposes and says that he is the applicant (Name of individual signing contract)above named, V)he is the (g4V_aJTy_ (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 t is day of 20 Zf otary Public VS-_ X4,22- �ol PROPERTY OWNER AUTHORIZATION. ,! (Where the applicant is,not the owner) ilia►°►.V G�r�Q-c� I, c I Cl'fz=2� e; residing at I V71 do hereby authorize -to at/�:. to apply on jkehajftp the Town ot; bu .old Bufl ing Department for approval as described herein. s•-/tci Owner's ign tu,�ree Date Gl Print Owner's Name 2 ..�Q�S.sFFnt r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 hM2s://www.southoldtomLnny.gov Date Received APPLICATION FOR BUILDING PERMIT _ �Z�- For Office Use Only i D) PERMIT NO. Building Inspector: JUN 8 2M Applications and forms must be filled out in their entirety Incomplete T� applications wdl not:be:accepted;':Where;the'AppUcanti>is.. '=I" "',4',`rX RE1 -�T° µ not;.tle owner,an,'-_ Owner.'s�Authorzation`;form(Page 2)shall be completed �i � � 7 '`"c�:�b�%• r:;��"'•���`��'7�:�;�,l� Date: AL 2 DA .t 5 1 Y 1� Name: QWIth C�� �'Z'l. #10 - -- 3 SCTM 00 Project Address: ........`.`�_Z. _l..:,.. Qn.s o Ise,............ ..,.....#:on 1 _. ._.. .- Phone s' Email: r . _...« ..-... .�o....... 3t9a..--R.s'.�'�.. .... . ... . - . .. .._ �.�Gra.. . Mailing Address: 2 IV CONTACT}PERSON ' x' a Y I t k c tY � x .s✓4. Name: Mailing Address: ....:...........,,...... ... ......SGI-Lt-tom'. �.•.. :a.�l. Phone#: 5 �, Email: D P. '. i. ESiGN. ROFESS OVAL NFORMAT Name: Mailing Address: -. ( ...- 5.. .._.ed.-. Tl.�..,.: _. s ._-....,•.. ....1.'l '.......® ..�b. Phone#: Email: -,...-. •__..,._.... ...�`1-- .....r .S.I..-....... ..• ...... _cam ..._. ..._.. .. . ... .-.. . ...J �•--t.G�.cZ►� , ..� _ ._ ,. . ,..�a� :,.CONTRACTOR;INFORMATION:,�,:s�� „{ 4,; ��' # � _ L r,� >r e �;.,� F r L- -, =°r:�,�,- � `•a�?.���:; '�' <s- ,> sc, �, t1 .ixZ.- :2�.. -S,zM :C n�; ,.t�: -.,•�;, t �-9- <�.: ,{: n}1< ,�'., it >k,,e Name: -F-S_ ..-Coh - a . ' a. Mailing Address: �.�:.._ (9.K ...... .... cS., .:. .5.,..1or.A..�.. ...,P!.:., .�0:3 ....._ Phone#: Z..0.Vl.�$ Coll pESCRIPT ONO, P OPOSED El New Structure RAddition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? es El No Will excess fill be removed from premises? ❑Yes ®'No ter_ 1 �Jl FFOtKq� TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11911-0959 oy • o'�;y;c Telephone(631) 765-1802 Fax(631) 765-9502 https://\vw\v.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: TGL 1440- 121 'A 019 OWNER(S)OF PROPERTY: Name: SCTM#1000- -- -- ( 3 Project Address: M�K s[GnlDl,C. �V l✓G� Phone#: 300 Email: 13 C-VA. d C0WLC&S1, IlCrJ- Mailing Address: Z 15 g Plgco- W mIh n N g 3 CONTACT PERSON: .01 Name: Gy- Mailing Address: .5'&44--C 0.-S 6✓e- Phone M sa, a� "0✓'2 Email: Sd�e. DESIGN PROFESSIONAL INFORMATION: { Name: & .�-� l I't -CC S Mailing Address: UV'a.S L ` A b8 Phone#: I 51-_ Email:-"Th z-r f op av f a V t CONTRACTOR INFORMATION: Name: Z-�-- G ✓'GL c I Mailing Address: �,p r x S S S ah � (e?j Phone#: 1 WY- 9 5`7 Email: 7-Q S COI'-VUa I.to DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ eo Boa ,oD Will the lot be re-graded? 9yes El No Will excess fill be removed from premises? ❑Yes 32rNo 1 AT P R 0 P E IRT—Y4 NFORM for 5;1 P%t Lf_ TV"—L,k, Existing use of property: Intended use of property: hr-s(, . " It6d. --1 01 �i� . 1 . — , —, . .rV--5LCEA X Lj - Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to (2, .2-o this property? E]YesVNo IF YES, PROVIDE A COPY. '"Check.Box`After.Reading:'=7he owner/contractor/desigriprofess�onal is responsible for a_Il drainage and stone water issues as provided by ':..���' "ChOot6r,236:df,the Town C6d'6:'AOPMCAT IOO�.lS;H'PREBY-MADE t6'..theBuildink 0(piriLnt'for.the issuance of a Biuildlft&Permat pursuant to the Wilding Zone idiflaice of A e-Town �ih6W,SuAd1k-C6uny,,NeWNdrka6d:ather400ji Ordinances or Regulat didiiof buildings, -" u ingc"r,arr itionsaiterivaiis.614 "emovalord ikd-�,�'l��d,dppili�3nt'agrees toc9!PP pficabie-jaws;&din� es-660d' 66 -��ode�ipdr,4igtil6tions;iitd.tba init.aiLithdriz6d!inspo.�WrA,90,.p :Housing io punishable as_a Class A r- pn`i 2i6A64-h e'New York State Penal,Law i�demeanq t (pri nt na Application Submitted By(print na e):_ GO NTT LLB 2Authorized Agent Downer Signature of Applicant: Date: 'fl-(.-Lx- STATE OF NEW YORK) S: COUNTY OF��.) ILL, 3i1-mL being duly sworn, deposes and says that/he is the applicant (Name of individual signing contract))above named, )$0 e is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ZLX 20-Zt -`--L)o1ary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PROPERTY INFORMATION Existing use of property: si S Intended use of property: S TLa-P l Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to h p LZV this property? ❑Yes;; IF YES,PROVIDE A COPY. 0 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 Cade.APPLICATION 15 HEREBY MADEto 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 buildings)for necessary Inspections.False statements made herein ere punishable as a Class A misdemeanor pursuant to Section 220A5 of the New York State Penal Lew. Application Submitted By(p int name . L �uT I uA PJAuthorized Agent ❑Owner Signature of Applicant: Date: (� STATE OF NEW YORK) COUNTY OF ) 72*_1 C:aN�tl LW being duly sworn,deposes and says that(,t he is the applicant (Name of individual signing contract)above named, V)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to`riak4:tnd.fiie this, application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 L _ otary Public Z14, 2-2- o� Eiz zu2 �3 PROPERTY OWNER AUTHORIZATION r (Where the applicant is not the owner) 1 ��Cf' residing at � I V do hereby authorize ?'b6 C (47_f2AG-7idftJ4 j- Jr—. to apply on Veh4o the Town ot; told Buil ing Department for approval as described herein. Owner'sSign�t t2� Date a�A►'+n. GG Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Inspector A.IV�V ®' TOWN OF SOUTHOLD Town Hall Annex- 54375 Maim Road - PO Box 1179 .r Southold, New York 11971-0959 . �' Telephone (631) 765-1802 - FAX (631) 765-9502 . � rogerrOsoutholdtownny.aov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION(Ali Information Required) Date: I a Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No:(n3 . - 5 '01 request an email copy of Certifi to of Compliance Elec. Address.: p p lj JOB SITE INFORMATION (All information Required) Name: r h CtA Address: vl Vim, Cross Street: Fax e. Phone No.: Bldg.Permit#: - 7 email: Tax Map District: 1000 Section: On Block: Lot: r3, l EF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ®V`e*-ktAJ -'�'vtce 4v ?om . Square Footage: 51t>0 Circle Aft That Apply: Is job ready for inspection?: YES ®N Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size Ell Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect RService Reconnect Ounderground Coverhead # Underground Laterals D 1 D2 H Frame Pole Work done on Service? Y N Additional Information:ffU Lb ! pv PAYMENT DUE WITH APPLICATION alALOING DEPT. —1111hp nr�/� •P/-�n�r1 BUILDING.DEPARTMENT- Electrical Inspector y1=��o Gy TOWN OF SOUTHOLD :S cm Town Hall Annex - 54375 Main Road - PO Box 1179 `n f Southold, New York 11971-0959 ., Telephone (631) 765-1802 - FAX (631) 765=9502 rogerr c southoldtownny gov _ seand(cr_southoldtownny.Qov 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: r OL, Address: Cross Street: Phone No.: Bldg.Permit #: " -! i �� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): i I Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO El Rough In El Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) 1 Ph❑3 Ph Size: A # Meters Old Meter# Service Size� ❑New Service❑Fire ReconnectFFlood Reconnect Service Reconnect Underground DOverhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y N Additional information: r PAYMENT DUE WITH APPLICATION PERMIT H A dr ss: ' Switches Outlets 1 GFI's So � Surface h �2 Sconces I H H's I LIC I_ts Fans I Fridge I HW Exhaust Owen ` W D I Smokes �z DW Mini Carbon Micro Generator c Combo Cooktop Transfer AC AH Hood I Service Amps Have Used Special: IJ'�� � f 4�- 43 Comments T1 I Q� Q � IEET HIE DATA ! , omoo..W—s OBSERVED BY.PETE PARENT,P.E.(WA) \ HAY 0•-9' SANDY \ �� \ HARBOR Z8`-17 SANDY EDAM WITH ND DLESWITH(SW) YB•-170• FINE TO MEDIUMOCOA SAND YANK COBBLES E BOULDERS RS( nr-zoB• MEDIUM To COARSE SAND w7H COBBLES&BOULDERS(s)0 \ \. \ N/F AwcePo-almm�m.scaea7l NO WATER ENCOUNTERED \ \ 0ONAL0 W.SER75 �o-esslos wN,wrN' m�mfir mm EXPECTED SEASONAL HIGH WATER BELOW BEY.50 s_ \ S%NGf E FiLSEP C RESIDENCE \ ON--SITE SEPTIC SYSTEM,' RPE-RIVERID:AD&PLYMOUTH VERY SOULDERY SOME 15-35%SLOPES \ MUNICIPAL SLATER 91E SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ' ASINGLE FAMILY RESIDENCE � Date - :'-114/2024 H.S. Ref: No. > -= -..::R-22-2,37s --w - SITE DEVELOPMENT PLAN The sewage disposal and water supply } `MR Iff \\t!f i \ PREPARED FOR: facifit+es at this location have been � x �_- ��L� � � R 1 / inspected and/or certified by this Department or other agencies and found �� �' // BEN & RACHEL GRAY to be satisfactory FORA MAXIMUM OF:6`- " BEDROOMS. I / FOX AVENUE FISHERS ISLAND J A N 2 3 2024 "\ LOCATION MAP SCALE 1"=400' NEW YORK CRAIG KNEPPER,P.E.,CHIEF 3 \ \ 77NE Ofrm of Wastewater Management �8 rouND� MAP REFERENCES h \ 1.M MINOR NT GRAY ION PLAN PROPERTY Y,FOXJEANANN GRAY DUNLAP, INLAND.AR-DiA KENT GRAY C LE: l MIN-4'. GRAY,FOX AVENUE.199ZFISHERS ISLAND,NEW YORK.SCALE 1•m40',DATE OECEMBER 11,1992, \ REVISED: MAY 9.1994,BY CHANDLER,PALMER&KING ENGINEERING &SURVEYING FILED ON OCTOBER 11,1994,FIE#9574,ADS.#12571 � w CEDaR �7 h� \ N4� FUd CEN-7 WASTEWATER ' " ' ^'� � \ Jf!_L F.LRh'HY e� 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE TREATMENT SYSTEM � %i v INDICATED HEREON-ANY EXTENSION OF THE USE BEYOND THE pF NE f7 JCSEr'?-f hiURPH. PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR q� wY �1 25� EXCEEDS THE SCOPE OF THE ENGAGEMENT y�P�tiP M. NJF DRY WELL FOR .±) -9r'"� \ SINGLE A,IFILY'Rc IDSWE • 4� r ROOF RUN-OFF Crb-SIT-SEPnC SYSTEM 2 IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY HENRY L FERGUSON hdU5ELiL4 INC. \ PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED - (VACANT LAND) MIL:APCiPAL 4NicTER LAND SURVEYOR,TO ALTER AN LIEN IN ANY WAY. i = 1, 3- ONLY CRIES OF THIS SURVEY MARKED WITH THE LAND N`Ooq 089531 �20 TWO 90.IT DEEP LEAMNG POOLS `��\\I��J/ rT is�\ SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 90p NP J `�v: a Yi. ARE THE PRODUCT OF THE LAND SURVEYOR. fSSLO \ \ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND B «'r.._1 CEDAR TTTf \< \ GEODETIC SURVEY TRIANGULATION STATION-PROS- 5. SITE IS IN THE TOWN OF SOUTHOLD,SUFFOLK COUNTY TAX MAP liar 'GOD.SECTION 005,BLOCK 5,LOT 13.2 m s- TOTAL AREA=1.59f ACRES B - .,t,_ /°��\�_�\kF<'.;>_✓CEa4R \ 7. SITE IS LOCATED IN ZONING DISTRICT R-90. DISTRIBUTION BOX TIT . IS SERVICED BY MUNICIPAL WATER AND ON-97E SEPTIC 507E EXPANSION ,T` �w2z" ((/ !f \\ \ .// 11i AREA 18• /� \ I x y 1� j \ TIES FOR SEPTIC SYSTEM 2 SUM \ TO POINT FROM POINT"A" FROM POINT"B" DESCRIPTION FIVE BEDROOM 1 ffi eP FUd TANK 11IlET COVER .r""a'£:3'.,. :' ,C"�1 SINGLE FAMLY fi®FNCE I*,V300.W j' A � "N'•`�v",�:;„: �3' z zx t11S' EWI TANK CENTER COVER Ile 77JOBA2 ra' ---��� .Y ��i l> f4• \ 3 24.5' 925 FlW TANK OUTLET COVEN 4 48' 719 DmmBUTIOR BOX 1 1F�DND) J,} 5 97' Be LFACKNG P00.COVER O Be 67S LEACHING POOL COVER O \ CONTROL PANEL FUJMAC 1DOR BLOWER _ G DRY GARAGE4A� ///\\ c,� In J,/\/ Cn \ r� se�M7R"mn BY Do WATER-gN�� � � \ M.wLE _ v1 s{ O TREE D) ,j \(�"-\\ 75 // \ a N/F / \4\��\�� y °\ 'Rw v ELIZABE 11 WATERS 11 c cNERm CP.O / \ SINGLE. FAUILY RESiOEVCE / �� R ,N/F \ ON-s rE SEPTIC stsTEa+ /� s '+qa• \\\\\\\\\ \\ SPPP�O / hKIMBEiRY YERRKES s U-M'CIP AL WATER \ (FOUND) . SWOLE FAMILY SEP7ICLSYS:EM \ \\ MUANicTPAL WIER \ LEGEND 23 PROPERTY LINE 9 ABUTTERS LINE SEPTICSYSTEM o EWE OF PAVEMENT FINAL LOCATION PLAN EDGE OF GRAVEL E)USTING CONTOUR ---60--- a ELLEN tdcC�-LACE PARKER N;4191M �\ / PROPOSEDCONTOUR ---o-- Ilk 2=02 \ TREE LINE -Y1-�-1�1-�Y1-i1. m SINGLE FAMILY RESYST M / N/' \ NOW OR FDRMEw.Y N F De�IPUPn.d By] DrZB BY: cD aBy: ON-SRE MUNICIPAL WATER / CAL4Ent BARROWS HALL F- 0 PUP 2ec POINT Issue Date: Pro'en No: Scale: A9UA%Cl?AL VvA7ER � ELEM1:3AOR GTTRO5E HALL I NACANT LAND) WELL T ® 10/172023 076431 1'-2O \ Drawing No.: s20 10 0 20 SHEET 1 B MAIM SCALE IN BET ALBERT, RIGHTER & TITTMANN ARCHITECTS, INC. 8 Winter Street Boston, Massachusetts 02108 DATE r� Z( 2 1 JOB NO. .��� �617� 451-5740 IO ATTENTION www.al iti.com TO "� .?y G RE: 7 L2 l I I S'ZJ FGxl L. _ WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: > ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. D SCRIPTION CI THESE ARE TRANSMITTED as checked below: ❑ F approval ❑ Approved as submitted El Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at on e Z & S CONTRACTING, INC. BOX 202•FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857• Fax:(631)788-5600 June 30, 2021 Dear Amanda, Please find enclosed an updated Building permit application for the Gray project',.to replace the one we sent dated May 28th, 2021. This application includes the property owner's authorization. Sincerely Z A Paul Contillo Z & S Contracting, Inc. Horton, LisaMarie From: Horton, LisaMarie Sent: Friday, September 29, 2023 9:27 AM To: 'Z&S Contracting,lnc.' Subject: 1313#46512 - Renewal Fee Good Morning Paul, The renewal fee for BP#46512 will be a Total of$540.20 This is for the Building Permit, Certificate of Occupancy, and Electric. When the fee is send in, I will be able to renew this for you. I will then send you the new Building Permit with the new # along with a new Orange card. Kind Regards, Lisa Z&aMarie-A(orton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 1 r 1 Verity, Mike From: Z&S Contracting,lnc. <zandscontracting@gmail.com> Sent: Thursday,August 31, 2023 3:21 PM To: Verity, Mike Subject: Gray window order Attachments: Z&S Contracting, Inc. - Gray window order for Mike Verity.pdf Mike, Please find attached the invoice for the rated windows,the (1) non-impact unit is the sliding window over the kitchen sink. We will make a storm batten for the exterior. Thanks, Paul ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. EC E 0 V E SEP - 1 2023 Building Department Town of Southold 1 1 y - , - - - - - --- --- - - ----- --- - -- ---- - -- - - - --- - - Generated by REScheck-Web Software Compliance Certificate D-•RCN�I��!'.iy�e . Project Ben and Rachel Gray House �s�,•�;a � �,,, Energy Code: 2028 IECC Location: Southold, New York + . Construction Type: Single-family Project Type: Addition e �6' �'";�° 1fi8�� 0 Climate Zone: 4 (5572 HDD) °®t4�0r rift +��5�,00 Permit Date: Rb6tIt M Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Sappho Road ART Architects Z&S Contracting Fishers Island, NY 06390 262 Washington St 525 Fox Ave 2nd Floor Fishers Island,NY 06390 Boston, MA 02108 631 788-7857 6174515740 jalbert@artarchitects.com Compliance: Passes using UA trade-off Compliance: 5.2%Better Than Code Maximum ILIA: 97 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor ILIA Ceiling 1: Flat Ceiling or Scissor Truss 310 38.0 0.0 0.030 9 Wall 1 1st fl:Wood Frame, 16"o.c. 459 21.0 0.0 0.057 18 Door 1: Glass 35 0.430 15 SHGC: 0.40 Window 1:Wood Frame:Double Pane with Low-E 101 0.280 28 SHGC: 0.32 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 310 20.0 0.0 0.046 14 Crawl 1: Other Crawl Watt 255 0.047 8 Wall height:5.0' Depth below grade: 3.5' Insulation depth:5.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jacob D. Albert 6/22/21 Name-Title Signature Date Project Notes: Crawlspace will be insulated at perimeter to R-20, so floor is assumed to have equivalent R-20 insulation value. Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Pagel of 9 ~ ^ ene ated by RESch Software Compliance Certificate �� � '���� �� �� ��� � '�� ������ �� ����p� � � ��"� ��� � ��w�� ����~ ~~� � ����� ~~��/ Project Ben and Rachel Gray House Energy Code: 2018UECC Location: ������U�, ��m���� Construction Type: Single-family Project Type: Addition Climate Zone 4 K5572 HD00 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Sappho Road ART Architects Zascontracting Fishers Island, NYOh39O ZhZ Washington St 5Z5 Fox Ave ondRoor Fishers Island, mYnaaeu Boston, MAO3lOD 631788'7857 6174515740 ja|bert@artapchitects.com cvmn/|unoe: s.om Better Than Code Maximum ILIA: e7 vuu,uA: e2 mox/mums*sc: 0.40 ,ou,sxGc: 0.34 The%Better o,Worse Than Code Index reflects xvoumemmm»nancemexvu,e/,»as,mv"muetmue*«m/es. /t DOES NOT provide on estimate m energy use v,cost relative ma minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling z: Flat Ceiling or Scissor Truss 310 38.0 0.0 0.030 9 Wall l lstfl: Wood Frame, 15^ D.C. 459 21.0 Oo 0.057 lB Door l: Glass 35 0.430 15 SHGC: 0.40 Window z: Wood psme:moub|e Pane with Low-E 101 0.280 ZD sHGC: 0.32 Floor z:All-Wood]oisVTmss:Ove,Unconditioned Space szo 20.0 0.0 0.046 z« Crawl z: Other Crawl Wall ass 0.047 a VxaU height: 5.0' Depth below grade: 3.5' Insulation depth: 5.0r Compliance Statement The proposed building calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jacob [}' Albert 6/22/21 Name-Title Signature Date Project Notes: ' Cram/|space will be insulated at perimeter to R'30' so floor is assumed to have equivalent R'20 insulation value. Project Title: Ben and Rachel Gray House Report date: 06/23/21 Data filename: Pagel of 9 r REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plar~s,V"erified; Pietd:Verified: Pre-Inspection/Plan Review'.::: Value',;.:` Value complies?:s":", Gflmmen#s%Assumptions` & Re .ID �o 103.1, ;Construction drawings and :8 �6 "'= .j❑Complies ; 103.2 documentation demonstrate -= ' =❑Does Not [PRl)1 Eenergy code compliance for the . ; :buildingenvelope.Thermal s t 's;° 3❑Not Observable , lenvelope represented on ._ ," ;❑Not Applicable _ ;construction documents. 103.1 Construction drawings and g❑Complies ; w : m 103.2, !documentation demonstrate „'. ,•.' n ❑Does Not ; 403.7 ;energy code compliance for [PR3]1 Ilighting and mechanical systems. .;- =❑Not Observable ; 'Systems serving multiple ' '_',• " `� ,• _; °; ;f==;',❑Not Applicable yVy�j i ... .r4pt°a.;$•° N ;:�R..„ :.. „ay—� .•.: # 1 ;dwelling units must demonstrate Ecom fiance with the IECC Commercial Provisions. 302.1, I Heating and cooling equipment is Heating: ; Heating: ❑Complies ; 4U3:7 dsized per Manual S based Btu/hr ! Btu/hr ❑Does Not [PR2]2 Ion loads calculated per ACCA Manual or other methods Cooling: Cooling: ❑Not Observable ; i ] ; Btu/hr ; Btu/hr ❑Not A licable ,approved by the code official. PP Additional Comments/Assumptions: r i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)� 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 2 of 9 : .P.Iaiis:Verified; ;,Field Verlfled ` Complies?' Comments%Assumptions# Foundation°Inspectiiin Value: ` Value ,, _w. .. 402.2.11 ;Unvented crawl space wall :. R- R- ❑Complies ;See the Envelope Assemblies [F07]1 insulation R-value. R_ R_ ❑Does Not table for values. ' ❑Not Observable , 1❑Not Applicable 303.2 ;Unvented crawl space wall k;:,r:.; $❑Complies [FO8]1 :insulation installed per 'X❑Does Not !manufacturer's instructions. lre ❑Not Observable ' W A:> ;❑Not Applicable 402.2.11 ;Unvented crawl space continuous ;❑Complies ; [F09]1 ;vapor retarder installed over 3` =❑Does Not ;exposed earth,joints overlapped P # -^':, 19 EINot Observable , by 6 in. and sealed, extending at i T _s r, " " g ❑Not A licable ;least 6 in. up and attached to the � PP• , ;wall. ". I 402.2.11 ;Unvented crawl space wall in. mmin. '❑Complies- —{See the Envelope Assemblies [FO10]1 "insulation depth of burial or ❑Does Not ;table for values. distance from top of wall. ' '❑Not Observable ; ❑Not Applicable 3U32A',': °JA protective covering is installed 4s=,xq , ., ❑Complies ; [F011)2 ,Jto protect exposed exterior 3❑Does Not insulation and extends a !minimum of 6 in. below grade. {q : ' " a•,'❑Not Observable ,,egg lr @° a% k❑Not Applicable ; 403:9° Snow-and ice-melting system ]Complies ; [FO12]2 "`';controls installed. J❑Does Not ;❑Not Observable I❑Not Applicable ; Additional Comments/Assumptions: I , 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 _ Data filename: Page 3 of 9 Section . P.lans Verified ".yield'Veriti4d i Framing!Rough-In Inspecill6n1." I Complies? " .comments/4 sumptions'• &-Re.....ID . Value". . value: ; 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ❑Complies ;see the Envelope Assemblies 402.3.1, ;average). ❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ❑Not Applicable E t _ f 303.1.3 ;U-factors of fenestration products I ❑Complies -- [FR4]1 .are determined in accordance i ❑Does Not 3 iwith the NFRC test procedure or E. ❑Not Observable f 'taken from the default table. •_ ❑Not Applicable :. 402.4.1.1 ;Air barrier and thermal barrier N, a•' R ❑Complies ; [FR23]1 'installed per manufacturer's ❑Does Not instructions. _; „• ;k,:;❑Not Observable , ?. $' 4. <❑Not Applicable 402.4.3 Fenestration that is not site built •,.. ❑Complies [FR20]1 :is listed and labeled as meeting :••£❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ,• ❑Not Observable ; ;or has infiltration rates per NFRC 400 that do not exceed code F.;;; ❑Not Applicable ; ;limits. tee. 402A5;-. IC-rated recessed lighting fixtures! ri. ;: ,❑Complies ; [FR16]2 " ±sealed at housing/interior finish R ' ; ' ❑Does Not and labeled to indicate_<2.0 cfm '✓ I :leakage at 75 Pa. # ;❑Not Observable ; .a ❑Not Applicable 403.3.1 Supply and return ducts in attics `=.x m = ❑Complies ; [FR12]1 insulated >= R-8 where duct is .._ As: „ -❑Does Not >= 3 inches in diameter and >_ _ ;❑Not Observable R-6 where < 3 inches. Supply and£ ,_ . 3 return ducts in other portions of ❑Not Applicable =:the building insulated >= R-6 for .' & ? ;diameter>= 3 inches and R-4.2 'for< 3 inches in diameter. :=a'• f 403.3.2 ;Ducts, air handlers and filter ._ ,' 'K '❑Com lies [FR13]1 I boxes are sealed with ;, p ` :❑Does Not ;joints/seams compliant withx"° ~: .. '',❑Not Observable ; International Mechanical Code or r International Residential Code, as .;_", ;❑Not Applicable _ ;applicable. 403.3.5 ;Building cavities are not used as [FR15]3 ducts or plenums. ". ❑Does i..,: ." ':' ❑Complies Not�' ` ;, b,, ' M :❑Not Observable E ❑Not Applicable 403.3.7 Ducts declared to be within thei .;, „ `: x < . ❑Complies [fR28)3:""'conditioned space are either 1) �"` �N` , . =❑Does Not . '.completely within the continuous •a •,,-_ ` M; :air barrier and within the building >:'_ z.: . :.f❑Not Observable , Ithermal envelope, 2) buried ', \ ❑Not Applicable E ;within ceiling insulation in accordance with Section �' 3 x Pa= R403.3.6 and the air handler is located completely within the e continuous air barrier and within ;;., , the building thermal envelope and the duct leakage is<= 1.5 'cfm/100 square feet of :conditioned floor area served by the ducts stem, or 3 the ceiling Y ) 9 .:: ' ' '"_insulation R-value installed �_ ;. :a.=.•� .,:against and above the insulated ' duct>=to the proposed ceiling I `> _ insulation R-value, less the R- value of the insulation on the ;. `\ 3 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 4 of 9 .',SEEctIOn Plans,,Vdel # gh 'Value- Complies?--,' -Conftents/Aisiim6ilons Sc U Rei 403.4 HVAC piping conveying fluids R- R- LJComplies ,[FR1712, above 105 PF or chilled fluids 'E]Does Not below 55 QF are insulated to 3. ;--R- E]Not Observable :E:]Not Applicable ...... .. 403.4.1 !Protection of insulation on HVAC jElComplies ..... [FR24]1 piping. Does Not t;E]Not Observable �A W Not App licable 4015 3 '.".'Hot ❑water pipes are insulated to R- R- ;L_JComplies IF111812% >R-3. 'E]Does Not Observable a EJNot Applicable Automatic or gravity dampers are, 1, I-M El Complies I installed on all outdoor air Not intakes and exhausts. �E]Not Observable -EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 13`1 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 5 of 9 Section Plans Verified i?ield,Verified ? &a' # Insulation inspection V l % Coni li-es. Comments/Assumptions a ue Value p: Reci[D _ _.. .._ _ .__.... _ .__....._._._............ 303.1 All installed insulation is labeled ;❑Complies -;m� [ItV13]2 . : or the installed R-values ❑Does Not provided. :V ° ;❑Not Observable ; 1 I❑Not Applicable •.. 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable a ❑Not Applicable ; i 3 I 303.2, ;Floor insulation installed per �;❑Complies ; I❑Does Not 402.2.8 manufacturer's instructions and °`:' ' I [IN2]1 in substantial contact with the "' °.u' underside of the subfloor, or floor : I❑Not Observable , :framing cavity insulation is in ❑Not Applicable :contact with the top side of .sheathing,or continuous `;T,. :insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing I i members. } 402.1.1, ;Wall insulation R-value. If this is a' R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.5, 3 mass wall with at least 1/2of the ❑ Wood ;❑ Wood °❑Does Not table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable ; [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable j requirement applies(FR10). pp , 303.2 'Wall insulation is installed per _ _ ,;: ClComplies ; [IN4]1 ;manufacturer's instructions. ;§ "' e'', =E]Does Not ;❑Not Observable ; 3❑Not Applicable Additional Comments/Assumptions: I 1 j High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 6 of 9 Section Plans Verified Feeld Verified `..# : Final Inspection Provisions ° ` Complies Comments/Assumptions &'Req.ID,.. „I Value: Value _.__......... - ............._.__._.__ _ ..... ..:.....:..:. _.._.... ._._...__._......__._.... 402.1.1, 'Ceiling insulation R-value. R- ; R- ❑Complies ;see the envelope Assemblies 402.2.1, Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 I ❑Not Applicable I 1 { 1 t 1 t 303.1.1.1, 'Ceiling insulation installed per ❑Complies ; 303.2 ;manufacturer's instructions. ,yJ❑Does Not [FI2]1 ;Blown insulation marked every s; ; ❑Not Observable ; I300 ft2. 4. �. ❑Not Applicable 402:2:3 ;Vented attics with air permeable _. °� plies $��i � ,.�Nast 3 1 [F[22]2 ;insulation include baffle adjacent =° ,•' °•,.:. ,•:.• ❑Does Not to soffit and eave vents that , j {., ..: 'El Observable ; ,extends over insulation. i❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies ; [FI3]1 insulation >_R-value of the iElDoes Not adjacent assembly. ❑Not Observable ; UNot Applicable 402.4.1.2 IBlower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ❑Complies ; [FI17]1 :ach in Climate Zones 1-2, and €❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable 403.3.3 1 Ducts are pressure tested to I cfm/100 ; cfm/100 ❑Complies ; [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total I leakage measured with a ❑Not Observable pressure differential of 0.1 inch ; ❑Not Applicable ; - 1 t w.g. across the system including ; ;the manufacturer's air handler enclosure if installed at time of ; ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 '❑Complies ; [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable (tests,verification may need to i ❑Not Applicable :occur during Framing Inspection. ; 403.3.2.1 (Air handler leakage designated " . 4 x " ❑Complies ; [F[24]1 'by manufacturer at<=2%of ❑Does Not :design airflow. ❑Not Observable ; : ;v.:,.. ❑Not Applicable 403.1.1 Programmable thermostats , , ::: ;❑Complies ; [F19]2 'installed for control of primary i'f" �€ `°; ❑Does Not heating and cooling systems and ° '❑Not Observable initially set by manufacturer to .°- ;„ „ • . , . w' code specifications. 3:,'ra �`,c <'. -:' _,❑Not Applicable �. 403:1.2 Heat pump thermostat installed ` : ,❑Complies ; [F(1012' son heat pumps. ❑Does Not ;❑Not Observable ; a ❑Not Applicable 403.5J, 'Circulating service hot water f _ '` `' c ❑Complies ; [FII1]2 ' =systems have automatic or ❑Does Not ;accessible manual controls. # u ;❑Not Observable ❑Not Applicable j 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and-Rachel Gray House Report date: 06/22/21 Data filename: Page 7 of 9 Section" .3 3<".01ans Verified �',FieldVerified :.::. #.r';•.< Final Mspectiori,Provisions. % ..°" Value. ; .``. Complies? : °;Comments/Assumptions` ,.. & Req:ID, .: ;: Value" 403,6,.1';; :All mechanical ventilation system ❑Complies ; :.8.° [F012 fans not part of tested and listed A.; ❑Does Not :r ;, HVAC equipment meet efficacy ~;and air flow limits per Table ;.,; :`_ ,,j❑Not Observable R403.6.1. ,;« ;❑Not Applicable ; 403.2 Hot water boilers supply'mg heat " s '0Compl ies ; :-„ [F126]2, .;through one-or two-pipe heating ;❑Does Not systems have outdoor setback ;y^ - ; 1 Pcontrol to lower boiler water -]Not Observable , 'temperature based on outdoor Aar". `= ❑Not Applicable ' (temperature. 4U3.5'.1.1 !'Heated water circulation systems ,< ___®• ❑Complies ; [F.128]2 'have a circulation pump.The :a❑Does Not ;system return pipe is a dedicated §; ...,� ❑Not Observable ; ,return pipe or a cold water supplyl :",• :"; ;❑Not Applicable pipe. Gravity and thermos 1 syphon circulation systems are not present. Controls for circulating hot water system , pumps start the pump with signal t for hot water demand within the - ... occupancy. Controls g . automatically turn off the pump ;when water is in circulation loop is at set-point temperature and =, no demand for hot water exists. ' ❑Com lies 403,5:1.2 J Electric heat trace systems [F129]2 ` comply with IEEE 515.1 or UL ' "; '❑Does Not 515. Controls automatically x' ❑Not Observable ' ;adjust the energy input to the :heat tracing to maintain the T , c a;= ': ,❑Not Applicable ; desired water temperature in the ;n.. 403.5:2.: Demand recirculation water - ; " -)❑Complies F13Q 3systems have controls that °`•' '[]Does Not , =manage operation of the pump , ❑Not Observable 'and limit the temperature of the °` , ,•;water entering the cold water r ?;" ' y.`. ❑Not Applicable piping to <= 1049F. 4035.4 '%'Drain water heat recovery units $❑Complies [F13112 ,itested in accordance with CSA f❑Does Not 1355.1. Potable water-side t pressure loss of drain water heat .. ~'g R❑Not Observable `.4recovery units < 3 psi for s`' ' a '° -'-' ,,,tee ,. °<,❑Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for :I individual units connected to - , three or more showers. 404.1 j 90%or more of permanent { ,;'. x, k°!' ;'air :,❑Complies ; [FI6]1 ;fixtures have high efficacy lamps. ° ANY=` ' `` ,3_'$3L ❑Does Not !❑Not Observable , ❑Not Applicable 404:T;1. :;Fuel gas lighting systems have '' #❑Complies ; [F1231� no continuous pilot light. "'"' .: " ' �❑Does Not I❑Not Observable ' g❑Not Applicable 401:3 ' "Compliance certificate posted. T,' =; ❑Complies ; [F17]1A❑Does Not El Not Observable , €J. Via,.; `•6i' w`& ., ' ;❑Not Applicable 1 ,High Impact(Tier 1) 2:, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 8 of 9 .i' #:.: .. Final tn's action:Prouisions' °"Plans:Verified. ^Feetd.Verified '` '- p V Compl mm Complies? Coents/Assumptions slue Re :, 3033 ;Manufacturer manuals for ' ' "I❑Complies ` [Ft1813, mechanical and water heating ❑Does Not 3 .•, : °systems have been provided. r _;_ :_• °E ° 3❑Not Observable i ,. ,w`YM"&' <, � ••'�? i❑Not Applicable Y'+ Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 9 of 9 a Efficiency Certificate aM I Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 20.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.28 0.32 Door 0.43 0.40 . . 41 Heating System: Cooling System: Water Heater• Name• Date: Comments Generated by REScheck-Web Software Compliance Certificate Project Ben and Rachel Gray House 'D A Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition, ►. s� " ��.,. Climate Zone: 4 (5572 HDD) Permit Date: �' sjerltk - Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Sappho Road ART Architects Z&S Contracting Fishers Island, NY 06390 262 Washington St 525 Fox Ave 2nd Floor Fishers Island, NY 06390 Boston, MA 02108 631 788-7857 6174515740 jalbert@artarchitects.com Compliance: Passes using UA trade-off Compliance: 5.2%Better Than Code Maximum UA: 97 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 310 38.0 0.0 0.030 9 Wall 1 1st fl:Wood Frame, 16"D.C. 459 21.0 0.0 0.057 18 Door 1:Glass 35 0.430 15 SHGC: 0.40 Window 1:Wood Frame:Double Pane with Low-E '101 0.280 28 SHGC: 0.32 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 310 20.0 0.0 0.046 14 Crawl 1:Other Crawl Wall 255 6.047 a Wall height:5.0' Depth below grade: 3.5' Insulation depth: 5.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jacob D. Albert 6/22/21 Name-Title Signature Date Project Notes: Crawlspace will be insulated at perimeter to R-20, so floor is assumed to have equivalent R-20 insulation value. Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # Pre4nspecti^6n/Plan Review 'Plans Verified Field Verified Cairgplies? Comments/,Assumptions; Value value"- ............ :a :;,,. 103.1, Construction drawings and ❑Complies ' 103.2 !documentation demonstrate i _❑ [PR1)1 energy code compliance for the Does Not ;building envelope.Thermal E❑Not Observable envelope represented on i _a > °; : >:'; ❑Not Applicable ;construction documents. 103.1, _Construction drawings and ;• '; ;;., El Complies ; 103.2, (documentation demonstrate ADDoes Not 403.7 ;energy code compliance for [PR3]1 Righting and mechanical systems. ❑Not Observable ; �z' ,'i❑Not Applicable :Systems serving multiple '': a;;:� a f PP !dwelling units must demonstrate ,compliance with the IECC « ;Commercial Provisions. 302.7; a -',Heating and cooling equipment is Heating: ; Heating: ❑Complies ; 403J : sized per ACCA Manual S based Btu/hr ; Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods Cooling: f Cooling: ❑Not Observable ; a Btu/hr Btu/hr ❑Not A licable 3 approved by the code official. PP Additional Comments/Assumptions: 1 !High Impact(Tier 1) 2 Medium Impact(Tier 2) 37Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 2 of 9 5ecttdn; • Ptans Verifier!' ' Field Verified i #•a',:' Poi rriilation.lnspection ", Complies' Comments*ssuri tions Value•Re '.. Value T• __._... ...._..._....._............._.a_.-._.._.._........................... s 1 402.2.11 ;Unvented crawl space wall R- ; R- ❑Complies ;See the Envelope Assemblies [F0711 :insulation R-value. ❑Does Not ;table for values. R- R- _ Y. ;❑Not Observable 3 ❑Not Applicable .._........._._....._._-..._..........._.___.__._.._..._........_......._............._.._...____.___..------._.' _ .. .__..............,r._-----_...._____......__...._--_.__._.___-___.._._..___... 303.2 <Unvented crawl space wall s = _ -❑Complies ; [FO8]1 :insulation installed per �.°°i3' ❑Does Not s� manufacturer's instructions. ,N❑Not Observable Not Applicable 402.2.11 ;Unvented crawl space continuous ;❑Complies ; [FO9]1 va or retarder installed over !, f❑Does Not P rr. w exposed earth,joints overlapped ' ':,` by 6 in. and sealed,extending at ❑Not Observable least 6 in. up and attached to theq,Y ❑' :< Not Applicable ° !wall. 402.2.11 ;Unvented crawl space wall in. in. ❑Complies :See the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not Stable for values. `distance from top of wall. ❑Not Observable 3 ❑Not Applicable 303.2A A protective covering is installed k .• ;❑Complies ; [F•O1ZiZ. to protect exposed exterior ?, {❑Does Not .. , insulation and extends a �....Y'.z�• i ,I� ° },•, �;p•,�:.• ,❑Not Observable , minimum of 6 in. below grade. < i Applicable ; -..__._..._....._...-------------------...----- - ----.--_ ................... .. - - - •• � Notr 403.9 Snow-and ice-melting system ;; ;� ❑Complies ` ` Does Not [FOJ, ]2 (controls installed. 4❑ !❑Not Observable =" ,❑Not Applicable ; Additional Comments/Assumptions: 1 'High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 3 of 9 E Section. :.•' _ ; :e:..• . Plans Verified,- Field Verified. # Framing t Ro`ugFi-ln'Inspectionl.: ;;, . I complies? Comments/Assumptions & Req.lO Value Value is 402.1.1, ;Glazing U-factor(area-weighted U- _ ; U- _ ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.5 ❑Not Observable ; [FR2]1 ❑Not Applicable 303.1.3 ;U-factors of fenestration products ';` ❑Complies ; [FR4]1 ;are determined in accordance �•. ' , ';' £❑Does Not ;with the NFRC test procedure or 4 `❑Not Observable :taken from the default table. €;f (( ;❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier i❑Complies ; [FR23]1 installed per manufacturer's ❑Does Not , instructions. ❑Not Observable ❑Not Applicable ; 402.4.3 !Fenestration that is not site built `. "'ElComplies [FR20]1 :is listed and labeled as meeting ` .":3= k=•-• £y "` T❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 ?� or has infiltration rates per NFRC - ? ❑Not Observable ; 400 that do not exceed code y; - :s.' q";❑Not Applicable ; limits. :§ 402.4.5, j,IC-rated recessed lighting fixtures []Complies ; [FR16]2 1sealed at housing/interior finish ❑Does Not I and labeled to indicate<_2.0 cfm r leakage at 75 Pa. ❑Not Appli abbee ; 403.3.1 ;Supply and return ducts in attics ;❑Complies ; [FR12]1 Nnsulated >= R-8 where duct is i❑Does Not I>= 3 inches in diameter and >_ R-6 where<3 inches. Supply and;�=-�� �`�_ -�° ° '❑Not Observable i return ducts in other portions of 1 �p._ � ° - w�40Not Applicable 'the building insulated >= R-6 for , :diameter>= 3 inches and R-4.2 'for< 3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ,❑Complies ; [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with International Mechanical Code or ❑Not Observable ; International Residential Code, as ❑Not Applicable ; :applicable. " 3 i 403. ,5-�'- 1 Buildingcavities are not used as ;❑Complies ; [F.R1513( ducts or plenums. ❑Does Not-^ i ;,;a •❑Not Observable „❑Not Applicable ; a�;:jM: . 403.3:7 ;Ducts declared to be within the .«: ? .;❑Complies ; [FR28]3 ;conditioned space are either 1) ❑Does Not within the continuous =r{e; " .,,completely ;, air barrier and within the building "' g '❑Not Observable , ;thermal envelope, 2) buried = ' ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within :the building thermal envelope and the duct leakage is <= 1.5 ' cfm/100 square feet of conditioned floor area served by } ; ithe duct system,or 3)the ceiling P..$ 'insulation R-value installed ; is - against and above the insulated ?duct>=to the proposed ceiling `insulation R-value, less the R- ; value of the insulation on the 1 j 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) '3=1 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 4 of 9 Section i $Plan V s Verified Field Verified Complies :Commerits(Assumptioihs ' Framing!Rough In Irispectionj & Req.ID. ' a � i lue• Value` . 403.4, ':,HVAC piping conveying fluids R- R- :❑Complies ; [FR17j7" , ;above 105 °F or chilled fluids '❑Does Not below 55°F are insulated to >_R- 3 ;❑Not Observable ; ❑Not Applicable w _ 403.4.1 ;Protection of insulation on HVAC =� ':•'H•:'` ,` �❑Complies ; [FR2411 ;piping. e'ag ❑Does Not ; ' ❑Not Observable ; ❑Not Applicable 4035.3 : Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 ;.' >_R-3. ;❑Does Not t t t t ?" ; ❑Not Observable ` ❑Not Applicable 403.6 Automatic or gravity dampers are:','.;'°""age . . =°M''i` ,❑Complies ; [FR19]2° installed on all outdoor air ` ` ,- El Does Not intakes and exhausts. ;❑Not Observable ; EINot Applicable Additional Comments/Assumptions: j 11 High Impact(Tier 1) 211'- Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 5 of 9 : Ptans Verified - . Field;Verified:%<s Co,vm.,,p l-i.e,. .:• Comm nspectton# Insul , entslAssum toons . 303.1' iAll installed insulation is labeled ``;❑Complies [IN13]2- or the installed R-values ;. :,°° I❑Does Not y. 'provided. i4 ❑Not Observable ; F. Not cable 402.1.1, :Floor Insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable 0. I , °❑Not Applicable F , 303.2, ;Floor insulation installed per • .` ;❑Complies ; 402.2.8 manufacturer's instructions and `; :'r`° ❑Does Not [IN2]1 :,in substantial contact with the underside of the subfloor,or floor 14❑Not Observable ; (framing cavity insulation is in - ❑Not Applicable ;contact with the top side of !sheathing,or continuous insulation is installed on the i < `_`' f ; underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing i ! members. , 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the I❑ Wood ;❑ Wood °❑Does Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable i requirement applies(FR10). �❑ Steel ❑ Steel '❑Not Applicable , 303.2 Vall insulation is installed per -_ °' }.' ❑Complies ; [IN4]1 manufacturer's instructions. 1, :: ',ra - CDoes Not ; ❑Not Observable ; -!❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 6 of 9 Section: : .;. Plans Verified Field Verified Final Inspection Provisions E Complies? Comments%Assumptions Value Value 402.1.1, ;Ceiling insulation R-value. R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :DDoesNot ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.E a El Not Applicable [Fill , , 303.1.1.1, ;Ceiling insulation installed per NI, Complies ; 303.2 ;manufacturer's instructions. 7•: I❑Does Not [FI2]1 Blown insulation marked every 1300 ftz. :�-%•"- " ,❑Not Observable ; is °``" g><•e ` ❑Not Applicable 402.2.3 <Vented attics with air permeable ;;° ;' ❑Complies ; [FI22)? ;insulation include baffle adjacent _ ' ° ,' ?; 1❑Does Not r '.: " ;to soffit and eave vents that i °:: .ENS• extends over insulation. ,�❑Not Observable ; ❑Not Applicable 402.2.4 (Attic access hatch and door R- ; R- ❑Complies ; [FI3]1 :insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies ; [FI17]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 '❑Complies ; [FI27]1 determine air leakage with ft2 ftz ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable Iw.g. across the system including ; ;the manufacturer's air handler ; enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch !w.g. across the entire system ; including the manufacturer's air ' I handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ; [FI4]1 icfm/100 ft2 across the system or ; ftz ft2 1DDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable Itests,verification may need to ❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated Wit' s ,=g r '❑Complies ; [FI24]1 by manufacturer at<=2%of ;I❑Does Not r-r design air flow. ❑Not Observable , r ;• ❑Not Applicable 403:1:1" - 'Programmable thermostatsr ,'I❑Complies ; v= [FI9]?, installed for control of primary =, �'. °;' _ PE] Does Not heating and cooling systems and , ❑Not Observable i , nitially set by manufacturer to I code specifications. _ : k 1❑Not Applicable 77 403.1.2 '1 Heat pump thermostat installed ,m ,.- '❑Complies ; [FIlop ''on heat pumps. . r ❑Does Not -]Not Observable ~,,',❑Not Applicable j 403.5.1 'Circulating service hot water T: plies [Fill]z )systems have automatic or r"° 1EIDoes Not "l accessible manual controls. ,❑Not Observable ; ❑Not Applicable 1 LHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 43 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 7 of 9 1 Secti Plans Verified Fie{d-Verified Complies Comments/Assumptions# Final Inspection Provisions Value• Value &°Req.ID I 3.r ~403.6.1 !All mechanical ventilation system �° ,-° '�; •,', ,; ; R:." `':°":❑Complies ; [F125J2 fans not part of tested and listed<' " ' '❑ oes ;•: ., ; D Not HVAC equipment meet efficacy �..'• Pi '.. '❑Not Observable ; and air flow limits per Table . �• 3:;r , :❑Not Applicable R403.6.1. . PP 4012 Hot water boilers supplying heat `.x '<❑Complies [ i26]2 ;through one or two-pipe heating =❑Does Not systems have outdoor setback ❑Not Observable `control to lower boiler water , ❑Not Applicable temperature based on outdoor ,,A _ 'temperature. __ _ = Q6• __ 403.51:1-1 Heated water circulation systems ❑Complies IMPF '.,.,thave a circulation pump.The R:= • +`': ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ° s ❑Not Observable , ' `a w.:3❑Not Applicable i pipe. Gravity and thermos- syphon circulation systems are P" °• `'' ffi E .,. ; not present.Controls for ; circulating hot water system pumps start the pump with signal -'germs,_•,,,:; ,; , for hot water demand within the , occupancy.Controls I automatically turn off the pump when water is in circulation loop �;,�, , ,ta�F,•, °;„*�� , is at set-point temperature and _ no demand for hot water exists. ' t 403.5:1.2 Electric heat trace systems „ = ° ,❑Complies [FI2W, comply with IEEE 515.1 or UL ,❑Does Not 515. Controls automatically adjust the energy input to the []Not Observable ; kheat tracing to maintain the ,° -> .-.,z:^qa' ° :,'3❑Not Applicable desired water temperature in the piping. ; 409.5.2 ;Demand recirculation water k;. _' '❑Complies ; [F130]2 systems have controls that "} 's `'` ❑ ## ;•� ��_;�: °t Does Not ; !manage operation of the pump w �• _ .€, ~s' and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. , 403:5.4":. Drain water heat recovery units ;❑Complies ; [F133]2 L;tested in accordance with CSA I❑Does Not • ,� B55.1° Potable water-sidemq•• � re pressure loss of drain water heat ?` .` s i❑Not Observable ; < °❑Not Applicable recovery units 3 psi for F`' :° ' „• ` individual units connected to one i Vim•, ," '} or two showers. Potable water- '' m . #side pressure loss of drain water heat recovery units< 2 psi for 4 individual units connected to `" ;three or more showers. ' 404.1 ;90%or more of permanent ❑Complies ; [F1611 'fixtures have high efficacy lamps. :!` F`•; ❑Does Not 1❑Not Observable ; I❑Not Applicable i > � " ''a" ❑Com lies;Fuel gas lighting systems have °.: ; [F123]3',-`-,no continuous pilot light. y`" ❑Does Not ; -:]❑Not Observable ' ❑Not Applicable 401.3 `Compliance certificate posted. ': Am e e El Complies ; [F17]2 I Vq 1E1Does Not "-; UNot Observable elry ❑Not Applicable ; 1 'High Impact(Tier 1) 2: Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 8 of 9 .Section , i : . Plans Verified : Field Verified #: 1:inal inspection',Provisions,,: Complies Comments/Assumptions °" nValue ° S 303.3 Manufacturer manuals for f❑Complies ; [FI18]3 mechanical and water heating ❑Does Not ;systems have been provided. t I <<IONot ❑Not Observable ' „e Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2's.• Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 9 of 9 Y • u 2018 IECC Energy �(jEfficiency Criff t Insulation Rating RwValue ' Above-Grade Wall 21.00' Below-Grade Wall 0.00 Floor 20.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): oor Rating Window 0.28 "0.32 Door 0.43 0.40 Heat . . Heating System: Cooling System: Water Heater: Name: Date: Comments Generated by REScheck-Web Software Compliance Certificate tip•`�;,�tR ?oGi1�j� Project Ben and Rachel Gray House Energy Code: 2018 IECC Location: Southold, New York y Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) rpt,,SiNAkgip•* Permit Date: i!tireist Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Sappho Road ART Architects Z&S Contracting Fishers Island, NY 06390 262 Washington St 525 Fox Ave 2nd Floor Fishers Island, NY 06390 Boston, MA 02108 631 788-7857 6174515740 jalbert@artarchitects.com Compliance: Passes using UA trade-off Compliance: 5.2%Better Than Code Maximum UA: 97 Your ILIA: 92 Maximum SHGC: 0.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 310 38.0 0.0 0.030 9 Wall 1 1st fl:Wood Frame, 16"o.c. 459 21.0 0.0 0.057 18 Door 1:Glass 35 0.430 15 SHGC: 0.40 Window 1:Wood Frame:Double Pane with Low-E 101 0.280 28 SHGC: 0.32 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 310 20.0 0.0 0.046 14 Crawl 1: Other Crawl Wall 255 0.047 a Wall height: 5.0' Depth below grade: 3.5' Insulation depth: 5.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jacob D. Albert 6/22/21 Name-Title Signature Date Project Notes: Crawlspace will be insulated at perimeter to R-20, so floor is assumed to have equivalent R-20 insulation value. Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section. '::. Plans Verified Field Verified #` .Pre,-Inspection/Plan Review•, Complies?;.. ; :Comments/Assumptions" & Req:ID y Value Value . 103.1, ,Construction drawings and ;❑Complies 103.2 (documentation demonstrate :�yB "' Does Not 9!❑ [PR1]1 energycode compliance for the ,buildn envelope Thermal I❑Not Observable ; envelope represented on w° ?'3 '`n?" PADNot Applicable !construction documents. I •.; ,.. tad uase�.®:':.:,.3 , 103.1, f Construction drawings and ❑Complies 103:2, documentation demonstrate ❑ �" 1�•�" Does Not j 403.7 ;energy code compliance for ; ; [PR3]1 ;lighting and mechanical systems. ' ❑Not Observable , Systems serving multiple µ „ =_-` .'❑Not Applicable ; Idwelling units must demonstrate k.. y '5•,, ; ; ;compliance with the IECC Commercial Provisions. g 'a 302.1, Heating and cooling equipment is': Heating: ; Heating: ❑Complies ; 403.7 • ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2" on loads calculated per ACCA I Manual or other methods Cooling: Cooling: ❑Not Observable ] ; Btu/hr ; Btu/hr ;❑Not A licable !approved by the code official. pP Additional Comments/Assumptions: 11 High Impact(Tier 1) 2.: Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 2 of 9 section i! .::'a: Plans Uerifie Fiekf Verified,. # Foundation Inspection";; ; fiomplies? .'Comments/Assumptions'' '• I Value". . ... •�Valu e 402.2.11 ;Unvented crawl space wall R- ; R- ❑Complies ;see the Envelope Assemblies [FO7]1 insulation R-value. R_ R_ '❑Does Not table for values. ' ;❑Not Observable , ❑Not Applicable _.. ----.._. .._.__........ —— 303.2 Unvented crawl space wall ❑Complies [FO8]1 insulation installed per M ,"_: „` ; ; 't❑Does Not I manufacturer's instructions. ' I❑Not Observable ❑Not Applicable 402.2.11 ;Unvented crawl space continuous '31, ,,❑Complies ; [FO9]1 ;vapor retarder installed over " .s. ; ❑Does Not ;exposed earth,joints overlapped k' �;r:.<:,.,,. „ : . ` :; :❑Not Observable ; ;by 6 in. and sealed,extending at e ,k, :;,g --:g;y ^F,Y ; , least 6 in. up and attached to the %b', ❑Not Applicable ; wall. 402.2.11 ;Unvented crawl space wall in. in. ❑Complies ;see the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not ;table for values. :distance from top of wall. ❑Not Observable ; ❑Not Applicable 303.2.1 }`A protective covering is installed ° E]Complies — J — [FOJJ]z Ito protect exposed exterior - :❑Does Not insulation and extends a 7<;. ;N. i❑Not Observable ; minimum of 6 in. below grade. ❑Not Applicable _.._--T -_-_--__..---.----__- 403.9 " " `Snow-and ice-melting system :.w '=:'; i❑Complies ; [FO1212 - ;controls installed. a .. ❑Does Not aJEI Not Observable ; ;❑Not Applicable Additional Comments/Assumptions: E 1 ;High Impact(Tier 1) 2'. Medium Impact(Tier 2) "3 J Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 3 of 9 Y o- Section Plans Ver`i%W Field Venfie! # Framingj Rooig Inspection Value: Value, a Complies? Con ents/Assumptions 402.1.1, ;Glazing U-factor(area-weighted U- U- �~❑Complies ;see the�Envelope Assemblies 402.3.1, :average). ❑Does Not ;table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 :❑Not Applicable E E , 303.1.3 U-factors of fenestration products «]❑Complies ; [FR4]1 'are determined in accordance E❑Does Not ;with the NFRC test procedure or ;taken from the default table. w _° 14, '❑Not Observable ; ❑Not Applicable eMj w°. ;,y': :,'C]Com lies 402.4.1.1 ;Air barrier and thermal barrier ''• � r; ,' ' '..,"���i , p , [FR23]1 installed per manufacturer's ,i- °`'i❑Does Not „ w: t ; instructions. ❑Not Observable ; ;. j❑Not Applicable 402.4.3 ;Fenestration that is not site built a- 'e = ;,:8•r , ❑Complies ; [FR20]1 'is listed and labeled as meeting ❑Does Not ; ;AAMA/WDMA/CSA 101/I.S.2/A440 for has infiltration rates per NFRC ", ;"y •a❑Not Observable ; I❑Not Applicable 1400 that do not exceed code PP limits. ;', . 402.4.5. S IC-rated recessed lighting fixtures 10Complies ; [FR16]2' ', sealed at housing/interior finish y !❑Does Not .and labeled to indicate s2.0 cfm r,6;< ❑Not Observable ' ]leakage at 75 Pa. w �" par;e ❑Not Applicable P', t 403.3.1 iSupply and return ducts in attics ❑Com lies 'Q p [FR12]1 insulated >= R-8 where duct is ?❑Does Not I>= 3 inches in diameter and >_ ,, :�, :•° i❑Not Observable ; R-6 where <3 inches. Supply and'`.• „ 1 return ducts in other portions of ❑Not Applicable ; ,the building insulated >= R-6 for diameter>=3 inches and R-4.2 ifor< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter :5 ° " " , " ,❑Complies ; [FR13]1 'boxes are sealed with bp ❑Does Not joints/seams compliant with u°a'' , ;International Mechanical Code or , " „ e,g ,:° ❑Not Observable ; .,_, ❑Not Applicable International Residential Code, as . applicable. ; 403'J.5 ]Building cavities are not used as ";'' °' A Complies ; [FR15]3 ]ducts or plenums. ,: , k. a� �,❑Does Not '❑Not Observable ' ' IDNot Applicable 403.- .J Ducts declared to be within the g r ❑Complies ; FR28 : 'conditioned s ace are either 1 :. ` :" _❑ ; C 3 ]„ I P ) Does Not ;completely within the continuous ❑Not Observable ; barrier and within the building .. „ ❑Not Applicable :thermal envelope, 2)buried within ceiling insulation in accordance with Sections - 11403.3.6 and the air handler is ; located completely within the :'° °v, ;continuous air barrier and within ,the building thermal envelope 4 ; land the duct leakage is <= 1.5 cfm/100 square feet of „•,•°w, conditioned floor area served by I.,gym•• t the duct system,or 3)the ceiling =insulation R-value installed i ;z J against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- "; -e`• .;. ;, M,a value of the insulation on thei'.`P 1 I High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 4 of 9 " Section .�. .- :_�,; .,,..,:. t _ ,•. . .r:,:,.; - ,ip3�,_`u Plans Verified . Fieid Verified Framing/Rough in lnspectlori $ Complies7 . Comments/Assumptions, ' &Req.ID Value _ Value -__- 403.4 °.I HVAC piping conveying fluids — R- �; R- ❑Complies ; [F1i17]2;1.,"�:,above 105°F or chilled fluids ,❑Does Not .'�I below 55°F are insulated to >_R- ; 3 ;❑Not Observable , ❑Not Applicable 403.4.1 :Protection of insulation on HVAC •- UComplies [FR24]1 ;piping. ""?' '❑Does Not ❑Not Observable "UNot Applicable 403.5.3, Hot water pipes are insulated to R- R- ❑Complies ; [FRl8p. >_R-3. ❑Does Not ❑Not Observable , ( '!❑Not Applicable 403.6. " Automatic or gravity dampers are; I❑Complies ; [FR19]z " §installed on all outdoor air ','e ❑Does Not i intakes and exhausts. 'Po' ``°�'� ''� ;❑Not Observable ; ;❑Not Applicable , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 5 of 9 "Section. 3 � Plans;Verified°' ,'Field Verified #. Insulation,lnspectiori: ' ° I Complies? Comments/Assumptions., &Req.ID Value°: Value 303.1 All installed insulation is labeled s❑Complies [IN13]2. for the installed R-values ot 4❑ provided. # Does N i �° ,[:]Not Observable 1❑Not Applicable , 402.1.1, ;;Floor insulation R-value. R- R- ❑Complies ;see the Envelope Assemblies 402.2.6 ❑ Wood ',❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable �01 ❑Not Applicable 303.2, :Floor insulation installed per g'`' {❑Complies 402.2.8 Imanufacturer's instructions and f❑Does Not [IN2]1 :in substantial contact with the - ;#, ;underside of the subfloor, or floor ti :.., d❑Not Observable (framing cavity insulation is in ' E]Not Applicable ; ;contact with the top side of ;;�'��_,. �-• '. . i , sheathing,or continuous insulation is installed on the ::' ' ` °° ':° underside of floor framing and y. .` ✓"':,:• ;extends from the bottom to the ; �.• r ' ;top of all perimeter floor framing n• members. 402.1.1, ;Wall insulation R-value. If this is a R- ; R- ❑Complies ;see the Envelope Assemblies 402.2.5, I mass wall with at least 1/z of the `❑ Wood ;❑ Wood °❑Does Not 'table for values. 402.2.6 ;wall insulation on the wall `❑ Mass I❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per :':v , ;❑Complies ; [IN4]1 !manufacturer's instructions. Y ❑Does Not .. f j ;❑Not Observable ,. )❑Not Applicable Additional Comments/Assumptions: 1 j High Impact(Tier 1) 2 Medium Impact(Tier 2) '3,1 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 6 of 9 Section' Plans Verified Meld Verified: , .'Complies7- " ° Comment§/Assumptions a # Pinai Inspection Provisions Value. FValue r 402.1.1, Ceiling insulation R-value. R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood '❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1,;Ceiling insulation installed per _ ? ;,•;, ;: ` " '❑Complies ; 303.2 !manufacturer's instructions. f❑Does Not [F12]1 ;Blown insulation marked every .,t° ' -' ,°' i❑Not Observable 300 ft2. ❑Not Applicable ; 4Q2.2 3 ;Vented attics with air permeable gM:$:" ❑Complies Ij [FI22]2 ;insulation include baffle adjacent , ' e;`i❑Does Not ; 'to soffit and eave vents that extends over insulation. $ fH+Sf . ° ❑Not Observable ;... . .: � ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- J R- ❑Complies ; [FI3]1 insulation >_R-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ':. ACH 50 = ; ACH 50 = °❑Complies ; [FI17]1 ;ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable 403.3.3 I Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ; [FI27]1 !determine air leakage with ft2 j ft2 €❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch I ; ;w.g. across the entire system ;including the manufacturer's air I handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ; [F[4]1 'cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable 'tests,verification may need to ❑Not Applicable 'occur during Framing Inspection. ; 403.3.2.1 Air handler leakage designated n ;❑Complies ; [FI24]1 ;by manufacturer at<=2%of .:l :; El Does Not design air flow. ;.. 4' n .<� <•_ x;_3; ::s❑Not Observable <.,m.a ,,❑Not Applicable , 403.1,I :•,;Programmable thermostats ;❑Complies ; $'"..^: ; [FI9]?,, installed for control of primary �:. t:,;. p 3 ' ° :.I❑Does Not heating and cooling systems and = initial) set b manufacturer to ,❑Not Observable ; Y Y ;: 1•. .;❑NotApplicable code specifications. 403:1.Z `"'Heat pump thermostat installed `, °°< ;❑Complies ; [FIIO]?' son heat pumps. „°' {❑Does Not zA J❑Not Observable ; ❑Not Applicable 403.5.1 „!Circulating service hot water tle a 'ep. ;❑Complies ; [FI111z systems have automatic or a❑Does Not accessible manual controls. e~W.. '. ~a•• {❑Not Observable ; ❑Not Applicable 1 ;High Impact(Tier 1) 2 Medium Impact(Tier 2) 1'3'l Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 7 of 9 Sect . a,,$ :. :. .- : .,• i .,.. ,� • Plans Verified F�etd•Ver�f�ed. .'# Final Inspection Provisions. Complies Comments/Assumptions;' &MOD _ � Value Value .__.__ - 403.6X._-" All mechanical ventilation system = ; °` 'r; e'. = ".. r ❑Complies (F125]2 ifans not part of tested and listed ` I❑Does Not HVAC equipment meet efficacyIjE] ;and airflow limits per Table j❑❑Not Observable , R403.6.1. '` ' `'"' „ '• Not Applicable 403.2 '- Hot water boilers supplying heat E❑Complies ; [F126]z ,;,:, through one-or two-pipe heating ; ,❑Does Not ,systems have outdoor setback :v _ `• ;a fF❑Not Observable control to lower boiler water _ =_ ° ❑Not Applicable :temperature based on outdoor k" ° .,` F temperature. = ...... . ' :. 403.5.1:1 �Heated water circulation systems ❑Com plies ; F128 have a circulation um The '""° [.. ]Z ' pump. �. `- _-�'` '❑Does Not ' ;system return pipe is a dedicated $•;... �" return pipe or a cold water supply,,..,"'.., ❑Not Observable E P P . d pipe. Gravity and thermos- ❑Not Applicable ; 3syphon circulation systems are e ? not present. Controls for ; circulating hot water system °�m• pumps start the pump with signal !for hot water demand within the , occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and ' no demand for hot water exists. 4035.1:2.s Electric heat trace systems ❑Complies [f129]2 comply with IEEE 515.1 or UL k° ❑Does Not =j 515. Controls automatically I adjust the energy input to the ❑Not Observable ; t❑Not Applicable heat tracing to maintain the i desired water temperature in the ?piping. 403.5.2 Demand recirculation water ;ti `'`' W �'"° ❑Complies [F130]z=- systems have controls that :. : ° '` ,., arr•==•;''' ❑Does Not .;manage operation of the pump a,,, ri;; `` m Y. land limit the temperature of the ❑Not Observable ; water entering the cold water {❑Not Applicable ; piping to <= 1049F. ^µi,, :. 401. 4':.k Drain water heat recovery units ` „ ❑Complies ; Cf1311z itested in accordance with CSA �,M=❑Does Not B55.1. Potable water-side a ?•eV,.b'-.,',,°'x "❑Not Observable m V? pressure loss of drain water heat ❑Not Applicable recovery units< 3 psi for I PP individual units connected to one 5 or two showers. Potable water- side pressure loss of drain water ` ` d,a-.. .. W . ... ;heat recovery units < 2 psi for . ;individual units connected to 'three or more showers. 404.1 90%or more of permanent ,❑Complies ; ' e [F[6]1 Ifixtures have high efficacy lamps. °` '<�•:< V ;`'''' " l❑Does Not ; ❑Not Observable l❑Not Applicable 404.1:1 'Fuel gas lighting systems have n• _,, ��mr_ W=,❑Complies ; �_:.::; [F123]3 , no continuous pilot light. « __ ❑Does Not ; l •4 .,> J❑Not Observable ;. � ❑Not Applicable ., 401:3 €Compliance certificate posted. "'�'_ ' w ;❑Complies [F17]2 El Does Not _ ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3 1 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 8 of 9 r section Plans V`rified,. . Field Verified I #' Final-Inspection Provisions . Complies ;Comrtients/Assumpti6ris°` v "& Req.iD., ,,,a,. . ...4:�, �. es. :.z.' Isle .e Valu Value ..� . .`.•�. _ .. 303.3' Manufacturer manuals for ' ;. ;❑Complies Z: [FI18]3 mechanical and water heating °"' = `P ❑Does Not ;systems have been provided. Y _; , ❑Not Observable ' 5xf:. . ; Y;.. I❑Not Applicable Additional Comments/Assumptions: J 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ben and Rachel Gray House Report date: 06/22/21 Data filename: Page 9 of 9 r J �J( 2018 I ECC Energy Efficiency Certificate Insulation Rating A-V a-lue Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 20.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): I Glass . . Window 0.28 0.32 Door 0.43 0.40 Cooling Heating System• Cooling System• Water Heater: Name: Date• Comments i - I NY!P1F New York Ste 1 te Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE L� 0 A^AAAA 0611891i87 HAMONb SAFETY MANAGEMENT LLC 6800 JERICHO TURNPIKE SUITE 105W I WE SYOSSET NY 11791 ;SCAN TO VALIDATE j AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER i Z&S CONTRACTING CORP Z&S CONTRACTING INC 525 Fox Lane,#202 P.O.BOX 202 Fishers Island NY 06390 FISHERS ISLAND NY 06390 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1282 382-9 586623 01/01/2021 TO 01/01/2022 6/1/2021 THIS IS;TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW PORK STATE INSURANCE FUND .UNDER POLICY NO. 1282 382-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NVVVW.NYSIF.COM/CERT/CER'NAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE-ITS RIGHT OF SUEROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER:AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVEq. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. I i I i NEW YORK STATE INSURANCE FUND I i DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:674749984 U-26.3 DATE(MMIDDIYYYY) ACORO® CERTIFICATE OF LIABILITY INSURANCE 06/01/2021 THIS CERTIFICATE-IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE *FFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the-certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: Matthew Daley I Matthew Daley a�N; E . 631-744-3350 ,Ac No,631-744-3383 Farm FamilyInsurance E-MAIL matt.dale farm-famil .com ADDRESS: y@ y 85 Echo Avenue;-Suite 2 INSURERS AFFORDING COVERAGE NAIC It Miller Place, Ny 11764 INSURERA: Farm Family Casualty Insurance Co. 13803 INSURED INSURER B: I Z&S Contracting Inc INSURER C; P.O.Box 202 INSURER D INSURER E: Fishers Island NY 06390 INSURERF.' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED;ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 'IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND:CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE DL WVD U R POLICY NUMBER POLICY M DI DYNYYY MMIDDm vv LIMITS A X COMMERCIAL GENERAL LIABILITY 3152X2134 09/30/20 09/30/21 EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 MED EXP Any one person) $ 5,000 PERSONAL`&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PO- JET LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: I $ A AUTOMOBILE LIABILITY 3152C4892 09/30/20 09/30/21 COMBINED,) MBI NeD,SINGL LIMIT $ 1,000,000 E.ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY' AUTOS ONLY (Par accident $ A X UMBRELLALIAB X OCCUR 3152E2431 09/30/20 09/30/21 EACH OCCURRENCE $ 3,000,000 EXCESS LIAR: CLAIMS-MADE AGGREGATE $ 3,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED7 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached H more space Is required) CARPENTRY I CERTIFICATE HOLDER CANCELLATION Z&S':Contracting Inc P.O. BOX 202 SHOULD ANY OF THE ABOVE DESCRIBEDROLICIES BE CANCELLED BEFORE Fishers Island NY 06390 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD i vows ;Workers' *rare ;Compensation CERTIFICATE OF INSURANCE COVERAGE ;Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance!Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured ' Z&S CONTRACTING CORP PO BOX 202 FISHERS ISLAND,NY 06390 1 c.Federal Employer Identification Number cif Insured Work Location!of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 061189187 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity Listed in Box"1 a" Z&S Contracting Inc DBL241614 P.O. Box 202 3c.Policy effective period Fishers Island NY 06390 01/01/2021 to 12/31/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees; Under penalty:of perjury,i certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 6/2/2021 By (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd,8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to.information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only Insurance carriers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS licensed insurance agents of those Insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-1120.1 (10.17) Ill�ll�iiiiiii1u2i0mi1iiii(i1�0mi1i7)ii�lllll Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name .'„ `°• THOMAS J SHILLO ,.x Business Name This ceilifies that the Z&S CONTRACTING INC bearer Is duly licensed by the County of suffolk i License Number:H-41593 _ Rosalie Drago Issued: 09/06/2006 Commissioner Expires: 0 9101/20 2 2 • i ti N u . z U i � e3 z I vino-0bs,�u,Na _ Re _qk S t �.n =• rz �e �O? Ery i SKS 3 - 00 - as c"I dim 6ft W Fo- APP 0 ED AS NOTED m DATE: B.P.# Rv- FEE: , COMPLY WITH ALL CODES OF ]FIS11 S is D y NOTIFY BUILDING E!;--'ARTMIENT AT �4 765-1802 8 AV, TO �' PM FOR THE NEW YORK STATE & TOWN CODES A FOLLOWING INSPECTt"J'NS: S REQUIPED AND CONDITIONS OF 4� 1. FOUNDATION lvvf-; P701JIRED FOR POURED b L? 2. ROUGH - FRAV & PLUMBING Sri �INNVG 90A,9D 3. INSULATION DRAWING LIST 4. FINAL - CONST 1J('TION MUST �� ,�IJSTEES 13E COMPLE-,F C.O. THE --- 7N 74 ALL CONSTRUCTION SHALL MEET C'� REQUIREMENTS OF THE CODES OF NEW T RESPONSIBLE FOR YORK STATE. NO DESIGN OR CONSTRUCTION ERRORS. 0 c c U A N\"'J'Y 0 R A1.0 COVER USE V") UrJ'-�,`INFUIL A1.1 SITE PLAN 0 0 RETAIN STORM WATF D1 P U."i J V"F 1. t- Q L1 .00 SURVEY o 0 WITHOL', �,',ERTIFICATE PURSUANT TO Ci AP fEii 236 OF THE TOWN CODE. OF OCCL,TANICY E X2.1 EXISTING FIRST FLOOR PLAN 0 0 E 7 X2.2 EXISTING SECOND FLOOR PLAN 0 0 ELECTRICAL E---X3.1 EXISTING ELEVATIONS AND SECTION 0 • IIN PECTION REQUIRED PL UP,BER CER TIFICA TION ON LEAD CONTENT BEFORE A . BASEMENT FLOOR PLAN 0 0 CERTIFICATE OF OCCUPANCY A2.1 FIRST FILCOR PLAN 0 0 SOLDER USED IN WATER Must PrOvldc Manual..; A2.2 SECOND FLOOR PLAN 0 0 D, J and S 2s per SUPPL Y SYSTEM CANNOT A2.4 ROOF PLAN 0 0 A3.1 EXTERIOR ELEVATIONS 0 0 EXCEED 2110 OF 1% LEAL), NYS Energy Code A4.1 SECTIONS 0 0 Ip A4.2 SECTIONS 0 0 A4.3 EXTERIOR DETAILS 0 0 IRV ALL P!.I! INTERIOR ELEVATIONS 0 A5.1 W, A5.2 INTERIOR ELEVATIONS TESTI!,I.IG '-, 11i"�i A5.3 INTERIOR ELEVATIONS A5.4 INTERIOR ELEVATIONS A7.1 WINDOW AND DOOR SCHEDULES 0 0 E2.1 FIRST FLOOR ELECTRICAL PLAN TA' u- "tc-r1or liChtinge "4� 7 -2.2 SECOND FLOOR ELECTRICAL PLAN Instaned replaced or rZPaired shan conforin S1 .0 STRUCTURAL DRAWINGS Mrc, to Chapter 172 0 0 S 1 .1 STRUCTURAL DRAWINGS Of the Town Code S1 .2 STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS 41 o DENOTES DRAWINGS TO BE DEVELOPED FOR LATER SETS 1 Wn fi- ?'J 2 c Je 41 4�1 �44)�*........ .... c):: LLJ 0— 0— CL CD C14 C14 -0- C14 — 14 c c-4 Lo 0 Lj—j Lij (7) 44, LLJ CD C14 z A N AND RACHEL GRAY R V LAN N 1ID }.' f - I0I[.i••[[I .a04.1 - 11. • lSl W.1 ..� .. _ w , ' [CJ RI 140J1a1 1 _ • •r ♦ -d ? :fl � ti* 101C11 lIJCC} 114 IN 1 ra ars rr't _ '•• q� 7•� r t lay rll ..a i+ ° ,.r is" ; Irs A :{OJ •. a 7.1 .+ � . .. :. a� ♦ 'a a,• i• ill NOTE COORDINATE DISTANCES ARE MEASURED Ilk �" �7-�-"� }v -• • � + FROM U.S. COAST Fj GEODETIC SURVEY N/F " • ' TRIANGULATION "PROS". STATION QRos yE'N' JR SERGE J. DO a:rly �• >, { .. •• L:. . �' .` w•_ lo. .. a r l50 IOI[+YKr . 1 re 1. 2 ! . 1 �•„ �� � l T 1X5 f5_ /- f � ,p o \\ ` at, l; I:;y pp • lea L r Z �` SITE b `� •! '1 ..' :o.) ' is 56 5 t,_c -� �� Z�, r"sl -` LOCATION MAP I!J 1,. sQ -- �`♦ o0 0 vv 1 a .8 � � r a. )„��5���f f �� I , moo'` /� G �' � at•a a` �,� IF • � { I.o� * �. l rn tjj f-4-T - FloF= .___._w �"c>r1;11.L�1�. ��.-1 c�=.-._� - _ � �r "�(s7�gn ,/ ' 1 ` N s.r � t e.s►t a) 1};, = 1 / PARCEL, "I / / t � Ir} r • ° • ' r I•r I r / / r- / ' / �'� AREA = 69,440/ S.F. iJse �•� / .� / : 1,59 / ACRES :.• I , 0 LOCoAT1 ON MAP ._. ., ri a 20 / // / r -- ' �' J f -�' ' C N f-� / / 1 400 200 0 400 GRAPHIC SCALE IN FEET � �� �/ �' .� M J-r'"'.•"- •�'� r�' f - �: .__, '" f � Op ,� � I 1` f r,' - s[rose���� . f VQ -r pp 25 it - .� ' N l N��SE OU�K o ERHEAD I � � POLE 194 -- ,1 z4+r.-�, way , ,s. ;�° ��"per►'{ PARCEL 2 _ -- _ C - '� �� { 1 --;•i'id �u'r1LiTIFs /I / w 1 / / / i / ,/ ;• • %4� F� � � f AREA - i 75 4$0 ! S.Fael / P S;I.j°:►::D I�w�✓3.1+`ViI:;,Yi l / 4.03 J ACRES 1Ile`�� / /i ref •' / �--L / • �''I �,Iyr•,'v�.:t!';.11,.t'�d,�jl,�a��� / � / � / � / - �� / Ar It fi/r �., / 70 1 �QP/ toZ. �~ �' �l /f r� i r/' i �' E- .7.r u. , -..0.. N 4300 B 6 , d�. - - in /le IF j rt, � 1 � � � I'r" ♦ /'' ,.r-�' � `� r r-'_�wA.� l l � Uj , � 1 \� 1 i� ` ► ,�- - -1 :�ryy/� �d%µ.�7.�=-� r . 1 ~ w~ 6.5 •~" \ r_ f � } It t� �` fsToNE J•y.'r i}' .""R(�' R �*l, \\\ .¢' B•) -`_r�rol C,a rt...r ^ 1 \ \ `t. - �! Uqy.• . 1 ,♦ '_`• - <CdN q7\ 'ue- ]__-- �` �4L•oee. ` y t •rl.7a } �"¢73 �1 / • \ / j.5la�'S°d / N 4191.59 d' \ �\ I a•{��Er,"' G C711�/ _may- _ .� W 23I5.62 b '1yA� POLE 159 POLE 62 \ Q�Qt01 ` LOCgTJO_`Qk 25�,s �\ \ - - --- ` '" ` 1v. �"� _ - -POLE NIF EL IZA BE Tel K. '-14t G aJ lyG `.;I•� ' ; j t -a., +' I , 1 a A► ...) i:+ :3 �c,�L� I ! tioo Cad ��' Y� . f •f .'1 L.1 GP� ,t1:�3 ,:a:' � � r_,. .� \,° Its ir.'�'"j'rc�4..�./..!r�_j�l. _ _. :11 .l rf, :t, C� . ,_ �,,,`""'_.'•.,= I / ���' 1 :; s .) :`.Ir'•(+1`i '� Oil �1'.'? -.1;=3':) (� tlJ. {:", ;3 II a. 3 �15�'� f;y ••;'?,l �}NOTES: QQ ,,, � oa::'_tri�ryt'+fit wt;3r:�!: �= 3 tI Ili!., [l;�,l r,t i�s11[;� I:1s. ®® VEIL BY MINOR SUBDIVI510N PLAN p I 3i ^tuft. ., 1 � �iti N/F •.,:;:�/;vali.�=� 's2�IJ n_r.�j I:� ii�.? ven. �..'-J - 1, ,�'ti �•..,•.;.• !. OINNI�R/SIJBDIVIDirR1 U .3 �v� - _' �s � ?; �u'!I`J Ss}.',i ;rfi(h trh�)tlsl�.ryl,�,{['i'r.r� ��1`:t�,i1jli�V.jli�r. l `,� P�,ArdNING 9OA�D .i PROPERTY Or JEANANN FRAY DUNI-A'Pf MARS"HA KENT GRAY �1 a � �j ELIZABETH K. MCCAME ,'r:l z f' .L3. �.+.,:: :1 i'� .re�� � � J I w ;`t:�Cfl `":�3 C ' C: i'r':;�13 til ►rt'1 tilif �3 +:f .r'? (;,utt S h y� 1�- y� DV�i� Y �/ S ir'_' i.l.r .', is f.' tf,i, r� ` e i�a'"T,� irl1_:; �. i i 'i:,� 4!?Jj �•O�• N OF So ti tIOL1 JEANANN 4 BENJAMIN H. CRA V Ity ��+,,c' 1;=>3 • iil ['r._�3. +`s 3:Y �a3I5 RIDOEWAY DR�V �a �° `s` '• s i g:?. � ;:{: -.__. } r n A (F.K.A. JrANANN M. &RAY) HM 22322b Q: � A ,k l 1 ] `t RIG ONO, VA. �. '� ' •�.r-r ,... , t.�; � . ..Y MAR-'aHA KENT GRAY 4 2. SITE IS LOCATED IN TIE TOWN OF SOUTHOL.r3, COUNTY FORMER COTTAGE PLACE +;:,-�>, ;, IIa ..'' .I +:t l /r° :' � ' . 1 DP GUFF=OLK, TAX MAP I00D, EEG. FJ k3LpGiG 5 LOT 15.1 0� LIBER 8I67 PAGE 174BENJAMIN . ORA%r �1 PARCEL 3ENL7: ---- --_ 3. TOTAL AREA TO BE SUBDIVIDED = 5.62 +/- AGRE5. r 0_'�_ FOX AVENUE ENU 4. 51TE•I5 LOCATED W1THiN THE R-�O ZONE. N/F NOW OR F ORt�'CRL�' I hereby certify that this reap was rude from actual P15HER5 15LANP, NEW YbRK surveys completed EB.11,1993 and monuments 5• COORDINATE DISTANGI~5 ARE MEA5UF2ED FROM U.S. COAST are set as shown, 'A ' ctaration of covenants and restrictions SCALE: �11_,4Q1 ao �� 0 _40 AND GEODETIC SURVEY TRIAN6lJLATIDN STATION "PR05". �.�I� S.F. SQUARE FEET _ affecting the s t the subdivision has been filed in the -- 70 r - - EXISTING CONTOURS office of h k County Clerk in Liber ti*<-1.5Page Bit. GRAPHIC SCALE IN FEET • 6. EXI5TIN67 HOUSE 15 SERVICED BY MUNICIPAL WATER AND ' a CHANDLEF:, PALMER Q KING ON SITE SEPTIC. (NO ADDITIONAL DEVELOPMENT). D MONUMENT I �' --- �. I; `' I; 4r; I , NOR41GH, CONNECTICUT I i BUILDING SETBACK LINE �;': 'j,.: . 1. THIS SUBDIVISION HAS BEEN DF'SIONED A5 A GL.U5TER SU13- I , APPLICANT °� �+ .•DEGEMBER II, IQa2 DIVISION IN ACCORDANCE NI T•H SECTION 281' OF THr- NEInI ° ` :" a r YORK STATE TOWN LAW. A COVENANT AND RE5TRICTION .' I w;7/ ' ;=;''...I ' �'"i` ", �� �t�+Tscx.ss � �Wlslo�� S��t: �3,I993 I UTILITIES ADDED MAY 9, 1994 MU5T 13t: FILED FOR PARCEL NUMBER 2 STATIOO THAT 1 .. THERE 15 TO BE NO FURTHER 5UWIVISION OF TH15 LOT., , cJ 3$52+ r _o N r ` w NOTEul SITEPLAN IS DRAWN FROM EXISTING CONDITIONS SURVEY BY CHANDLER, PALMER & KING, DATED 12/11/1992 RECEIVED BY SOUTHOLD TOWN PLANNING BOARD 8/22/1994 -G �.r ) ,n r4 . ..-.-fir r �,r• . \ / , � `., --�-'� r � 45' N / / N 30 / \ / 35 50' / l 55 \ \\ 0? ell / T(9� NEW ROOF AREA= 852 SF `SEPTIC / EDGE OF EX'G PORCH / (APPR 0 EXISTING HOUSE NEW P / NEW UTILITIES ~�' NEW PATH/STEPS BAY WINDOW — I QQ � EXISTING J J / GARAGE Q I I Q � _ � E3 LL 1 � EXISTING PAR ING AREA cZ N � � (GRASS) Z r <C r w N GENERAL NOTES_ `� .aaaa• A��f,, ��,s, ,.�; TFC r„ I` �,. ,,....., f s 1. OWNER: BEN AND RACHEL GRAY `�---- — / - 4 a v A`••., A` �' -- ----- EXISTING DRIVEWAY ^' f z 2308 STERLING PLACE p WILMINGTON NC 28403 a 2. SITE IS LOCATED IN THE TOWN OF SOUTHOLD, r ---- "" d't''`y.;;�'tef`"t COUNTY OF SUFFOLK, TAX MAP 1000, SEC. / ter, --� 6. BLOCK 5 LOT 13.1 �.._ r AS ITEP LAN /,,. � SCALE: 1/16" = 1'-0" • v! 0 o N U c W !- o v o Ln r- � Ln l N N 24'-0" .................................... - - - - II II II co°MM KITCHEN PORCH II EX3.1 DEMOLISH STAIR ................................. .......... i ------------•-•------ X . v ................................. 0 O v i 1 v : .-....-...1---_--------_--_ N ~ IBATHR OM ! I BEDROOM 11 � I W LIVING ROOM ~ I DEMOLISH FOR NEW —/� N STAIR AND BATHROOM 1 HALL SAVE EXISTING NEWEL POST N AND LOWER TREADS l i o 0 0 PORCH I -) I i - ............. F", {T w w DINING ROOM BEDROOM 12 I I - .. i o EX3.1 :: �, M ti , � \ NOTES: z HATCH INDICATES WALLS TO n r- BE DEMOLISHED -..--- - ---------------- NEW WALLS DOORS: SAVE ALL EXISTING DOORS AND FRAMES FOR REUSE WINDOWS: ALL EXISTING WINDOWS TO BE REPLACED. REMOVED AS ,: NEEDED ASCALEXISTING 1ST FLOOR PLAN -DEMOLITION z N E: 1/4" = 1'-O" LLL J ` < � EX ot V co N U W I-- o ° Uv Q w a < N � Ln o V N N 13'-2" I I I . I -------- EX3.1 \-- - ----' I LL I �l mu -- i-------------------------------------- STORAGE �J ..... ; / F -- - - -------- . .. , - - - J L KEEP CHIMNEY j .............. EB ....._....................... I BATHROOM 2 ij I ' W — DEI AOLISH S AIR I--I xL w I Fj HALL BEDR00 5 Ln ' BEDROOM #3 BEDROOM #4 U` \ - - - - -- - \ p] J LLJ Qf w Z g C" C) N \ / EX3.1 ZZ N - _ — — — — - A N L 47'-10 1/2" NOTES: Z Q I .. HATCH INDICATES WALLS TO BE DEMOLISHED NEW WALLS O DOORS: SASE ALL EXISTING DOORS AND FRAMES FOR REUSE ; J� WINDOWS: Al EXISTING WINDOWS TO BE REPLACED. REMOVED AS NEEDED 0 CN' EXISTING 2ND FLOOR PLAN — DEMOLITION ( z CN cn ASCALE: 1/4" = 1'-O" X Lj is 9*s' _ EX 02e \ MM W 1 u O W � � o O H w � Q !PIA 4' 2nd FLOOR 2nd FLOOR ILI 011 ILL-jl� l J 0 0 1 st FLOOR r. — — — — — — — — — — -- — — _ 1st FLOOR II II NORTH ELEVATION WEST ELEVATION II I o 2nd FLOOR FBI .� - — 2nd FLOOR -------- --- - - --------- — -- _ - - - - - L—A LL 10 � r� j p� F- 7 �-� 0 1st FLOOR i i I I I I L��[ - 1st FLOOR — — — — — — — — — — —— — — — — — — — — — — I I I I I I I I I SOUTH ELEVATION EAST ELEVATION J I I �� - - -- - - - - - - - - LLJ W Z � o / y \ N / N \ STORAGE / DR M 4 BATHR�QM #R 2nd FLOOR 4 ` — 2nd FLOOR z '� F- V)00 d. LJLLJ U N \ _ P N — a, ORCH — — C� cn i � KITCHEN a, 00 DINING ROOM HALL a, _ _ BATHROOM #1 z W C,I 1st FLOORLLJ 1 st FLOOR I OPENING TO CRAWLSPACE CRAWL SPACE EXISTING FULL BASEMENT f � '$ II f II f I i EXISTING DIRT FLOOR F EX 0 J B SECTION B-EXISTING dBASEMENT SCALE: 1 4° = 1'-orASCALE: SECTION A- EXISTING 1 4" = 1'-0" V J 00 o N V W o ° 4 N U JX o w � N 0 N N ti�a.:rrvrrtyrri .y !n � ——————————————————————————— ♦ S I I <. I � i El I I I / ----------------------- I I I 1 I , I j I I � I I I PORCH � j � PORCH CRAWLSPACE ; _ CRAWLSPACE I ACCESS THROUGH WALL 0 I I I � I I j I E I I I / I I I I I I F_ I I UP TO BULKHEAD I EXISTING FOUNDATION WALL DOOR NEW PRECAST PIERS I----/I (CONFIRM) HYDR AIR (f� SEE STRUCTURAL I I % H� � i I I ; ; ELECTRIC I PANEL I i 1 I I I NEW I I NEW CMU BLOCK WALL i j i I CRAWLSPACE W FOUNDATION WALL, '—APPROX. OPENING SEE STRUCTURAL � 9 3� „ i EXISTING CRAWLSPACE TO CRAWLSPACE MECHANICAL ROOM ' I i 10 MIL. POLY VAPOR NON-HABITABLE SPACE w BARRIER. TAPED SEAMS, A4.2 i I i i WRAPPED UP AND p j — ACCESS THROUGH WALL . TAPED TO FOUNDATION WALL ' I ; 10 MIL. POLY VAPOR I i I I I BARRIER. TAPED SEAMS, WRAPPED UP EXISTING FOUNDATION WALL AND TAPED TO FOUNDATION WALL. H (CONFIRM) i 4 CONCRETE SLAB IN FULL BASEMENT Q a ,< a Q ONLY. V o 0 0 0 0 I I I I V L- - --' CLOSED CELL FOAM AT PERIMETER, NEW 2X4 WALL WITH CLOSED /BARRIER (TYPICAL)SEALING ENDS OF POLY VAPOR CELL FOAM INSULATION, R-20 U I x x x x x `------- � CONFIRM IF EXISTING DEMO EXISTING PORCH/EXTERIOR - OPEN TO BAY o 0 I FOUNDATION WALL WINDOW CRAWLSPACE o 5 ------- + -- O cD ►—,— I---�— I � w U Z M C/) W U W H W CL ------ -------I CLOSED CELL FOAM ' ' W PERIMETER '. �� ,' ,' �P4 o , NEW FOUNDATION WALL,- Z r, o I i ij ------ cD SEE DETAIL Cl, A4.3 � ,<'� N 1n z --------------- El a _I z v II O V C) HATCH INDICATES NEW WALL w 0 p A4.1 A4.1 A4.2 W N C B A O z � n p O O CL A PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" A200 v! 00 u N W 0 I � U i �J U Q_ w N � tn Ln a� Vi 9 N N SPIGOT OB 08 OB IRON'G BOARD, SHELF ABOVE 0 18 2 -6 ROD 5'6" .F.F. / � MAGIC ` FOLDING DRYING CORNER RACK -- 4" OVEN/M HANG ICRO 'G/SHELF L _-_---- - - 36" SUBZERO -�-- 108 18" TR. G A A D A5.1 B DW D A5.2 B C C CD O r-- - KITCHEN LAUNDRY RCH 1 WARMING I 1 02 1 03 1 1 2 EXISTING BULKHEAD D WER 1 WOOD FL ° I1 I WOOD FL DOORS A4.2 30 SINK rREF. J NEW BEAM ABOVE © e� E IDRWRS --�_-- --W-- SCREENED PORCH 4._0., 3,- PANTRY O O O SPIGOT IPE DECKING I — — — — — 10'— " FIN. — — — — CABINET � _.........._.._._.... ....................................................... .-.................................... UPI A A2 G to3 — .......................1 A5.1 B D A5.2 B j 105 C - �— EDGE OF I BATH F-� EXISTING PORCH .................... 106 III i I } I , . ... ..............._ ,t �................. ...� I O E A . ... f PAW BEAM ABOVE IN, ................................. .................................. E OF WALL ......�C....._....._. - ....................... II I II BEDROOM 2 A5.3 - I I DINING/ 1,D I 107 L/� LIVING ROOM A HALL t I 101 D A5.1 B 109 — 'I C WOOD FL 113 ,os A4.2 �- I ----........ -- --. ill OUTDOOR D ..................._...-- q SHOWER ....... — —---_ ...... ........... A5.3 - - - _..------------- I - - - - - - O 7I ..................................................................................IF o 0 0 0 115 106 104 117 I ................. L. .._.............. . -.............-- -........................ : ENTRY c) c� c� c� c) ...................._..1 104 ---------- BATH I� I A A A A A WOOD FL B 1 O O O O 0 I:< 105 BEDROOM A108 L.............-----.....................----------- J J J J J ---------------1-' 1 b7 D A5.1 B PORCH I o 11s 110 tot lot o 0 ----------------i � I IPE DECKING ....................... c L I�71 - - - - - -.a ----------------------- — — — — � w w OA OA rSlIGOT N N N N NEW 12'-10° r� "a N — — — — — — — — — — — NOTE: LOCATE ADDITIONAL SPIGOT NEAR GARDEN Q n O � II CD CD ! HATCH INDICATES NEW WALL qg >� yw' a ,ec r o.�� ' 4....; ...9.5�..,C% as V y >�f .6 yO Qoi I , ' A4.1 A4.1 A4.2In 1 1 1141, O : ry APROPOSED 1ST FLOOR PLAN SCALE: 1/4" _ -O" A20 L! 00 o ( l N V d W : F— O Ov TT � _ :E V rr - VV U . LL C. Q w N O '. y d v 1` V4 " .-E & - .. N N i G `'.mm„' ',..:x :. .::.: : : :;: ..: ... .... .:... ., .: .. :::.... i ..... ..... ...............::'. ... .... ;: -,. ................... ......:::::......... .:..........., :; .. .......... .. .. .... ..... :.: ;... :::::.::: ::::::::�::t;; .,. ..., : Ix :........:. .:.:....: ... .............:::..::::. .:::::::.. s ": i I'll :.... .:.: .:.:: .:: .... ...... .... ....:. .. .::. ...:........................ .::..:.........:.......: . .:.. :. . i .::. >: ..............:,:....:::; ..... .................. ..:::;::::.. > ...... .................... .... ..... ..............:.. .:....:::.. .... .. ... .... .... .. .... ... .. .. . .... ... ...... .................... .... ::i::::.;i;:i"r:::' ,>;;; .;r: ..:::'.::::' :!..iiiiii?ii::iiiP..icii:.£r:`i..i`"..;'?>.i;iiii..,.,.'.6..::i: ::;:iP `. - ;:::., .., :,.:. ..:. ;:::. .;: .......::....:.:...:. :::::...............:... ............::.:::.:: .:.;. .:::. ..::. :::..: .......:....;::.::...;;:,.:..... ... :.. .... ..........:;;. ..::.............;...... :.. ... ...:.....:.:.:: ........:. ... ...... ... :.:.:.::..::.:.:: ....... .::......:::..::.:.. ..::...:::. .�.:., �p �.i »: »:.: :....:. . 1 G G 11 .!:.:,.i�,:!.:`:::,":I:�1.:.�-�;���.:�:.-i�;:!�..,.i::..,-::�i.:.:;�!i::;i``,::i"-,,�::i,I�::�"1:�I."�;-.��:��1:.�:�,:-.:i:���-��:..�.'.,::Wi-1�:.�1::..1::i-i.�-::�i:�.""�:�!..�::_.i:;:�I,:—i:;��,,,::�.,.-Z:;:�.,I:;�.�:�.:.!:!:,��::I':��:�:j�:�p��.:.,.l�:::�:,:.,:.:::�::,,/�,I,":"*':..�,;*I.:,:::i,`�.;:*I....�,i,,..1,:�*.�.�,�!:.%�..-::..::.�'-,:M'x.,i����Z",,::�"Z-,....z.,I."�:l��.�..I�:p,::1....x...1-.�l�:,.-.-.:��,!:.:1,..i,-:.::1.::,....-.;�::"�K',44�,',:.., ::.. .::....:... ..: ..,.: :.. .;.;.. ......:.. ,:..:..,:.. ..,,.:.. : ..:..........::::: .... ...: .:: .;: .;;;> ;;. ..;;;::::;::;: :;::: ::<:..:: :::: .::::: ;: MASTS ° A4 ,:....:.:: .::::..::::' ::::: ::::'::::::::': :::,:' 2 J...:.:.;,. E a BATH A .4 D 5 B 2 03 0 B C O :: ;:` . . /:,ff:.,:..�1:'kI1:X1Ii.:1:::::::,:'::":,1:::1,*.;:.P..:1'..:11:,:�:1:.�_1::.:1::-':�.1,::;:.,::�:�.1::`:.1�:::.,N:.�.:::1.�.-11..:1.,:.'�1:..',�.,:i�i:,i,�::,.I:��m...�.,.i..:.�.::�:::::::::�I::::.::::::::,-.,,....,.....,...::::::::::::::I:I::��:!...::....!.:.:...-.",.�.,....."'�..-..'.�_'',-.I:1,,,,:..:1�1: . D ° ':�::..l.,.-...11:..*,.,..l..::.:...:,::!:�I,:::;"�.�:�.:1�:.::1�,�.:1�:�.,:.;�:�',�.::I,:,"::�;-:::i:�i::�,:.:"�:.::�:i:.�::::�,:,:�::�:������::.�,i:,-!�:.:�:;1.:::�:0:::�:,:,�::�:::i��:i::,":::,:�:::"::::.:-:,�I,:.:�.:::i::�:i:�,..::i,..:i::�..:.:.:,.,:.1:-:,.,*,";:..:�:=:II,'':ll:l,',l�:�,"..,.��:'::.:".,.::..::.:5.:I.:'.:l.:l".":, :.. A :. :,, .:. 209 0 . ..:: ...:. . 1 2D8 F� A .4«, ":::::::.-:�,:::...lf���:���:,�:,-,.: C V 1 r. //� 10-� ETI BATH F-- Ll DRESSING <, 204 \ 202 206 - - - - �[� ; 7 ::;::::"::;:: :J',....:::::' ,: :,, ::: , ... "'..: ..:' .::::.:::::':<;,;,':::;:::':...:-..::::'...::' QPw�� L....... . ... :...::. . .....::::...:::...::::: ::.:..... 20 „' :. ,. :... .:,: .,..:: .. :. .:::... ». . ..,. \ >:; 201 :.::: ..... .::: . ,.:. ::. .:.. .::.: ::.. :::..:: :::.::......:::...:::.. ::::: i ,;.. ;::'':::: ::;:: ,»: ::: ::':... .<':....:`:1, LOCKABLE <>.. ::' . L i ...: .:...<:.:.. ..: .: N...:.:.:.::: 210 D Un :. :::.:::...'':...:.....:. ..: :...<: :., . .....:::::.::.:......:. ........... ........:::: O .:. .:: :: .. ... ..:. .. .... .. ... ;...- "':<<::: ::< L w HA LL E A 4 B DROOM 3 2 G 205 7 202 01 °` 20 0 D "0 O 0 2 05 0 203 ;,,;: L] -------------i 11 O :.. , : :" : :::,.:::::::::f 1 — — -- .. 1�1 :::...:.... ............. ......... `'::"">: ..... .. .::.. ......... ..........':::.:... : 204 { A5.4 I, O a a ¢ a A \ -� -� .::......... . ......:.......::::...,.:.. ::;;. ,' BEDROOM _....... :: ::: ::: :::: ::' -<::.::>. BUILT IN ...:.:.:.:,.>:: :.::. ..,:. :. ;; ::;< ::: :>::: .:: ::::.::::.::::: :::, ,: ;: 0 BEDROOM 4 DRAWERS SHELV [/\/: ,/\ ....... ./.". _...- - 0 ::..:..;;;,...::::: ,. - : :...::::::..::::: ....... »» ..:.. :'::..:rF.:::.:::.. ::::.. .. .... .... ::.. ..:. ..:,> .,.. .....::. ::::. ::::.. .. .. ::,: ............. .... .... ....,:.:.:.. ,:.. .,...,..:.:.:r:.:... . ..:..: .,. ....:::. ... . . .. ........ ........... .. .... .. .;....:i' >. O ::: ::i:�, .i: i�:: ,�'i� !.:,!...�:�!i�!:.;:ji�;�: , . .... . � / � O 0H ». 5 .;::. :,. .:. .. ::::: .:._.. G v G �j = : O G L r: :, O N ,. \ : cv o CD/ CD r � / \ \ \ N NEW 12'-10' 04 Ea — — — — — __ 00 � � � \ .I N O = N U) \ Z Q a_ two O Q:f W w- :11 , O 0 4I.. � /;'j'' y'� ; % HATCH INDICATES NEW WALL z ; <: N 0 ` A4.1 A4.1 A4.2 4�.,,,O�' :,�.00,tp,k' �4," w �. H.ryY :.<S Ai S * . N N N . � .l.,.- ,., .... ... Z. .',.:&"..�.,,-�,",&,,,,.,,,�i.-:,.,.-., r � �/ ( ) i j=t=�/ 7� 1, 5,:: %R f: ... 9 k,,a LJ... V 11 APROPOSED 2ND FLOOR PLANA2,9 SCALE: 1/4" = 1'-0" V! 00 o N t 1 O . W I-- 00. � 5 ' tr V) _ = a .. U SH w � Q � N C , iu I- t an i Q� � � V � .j "o w : N N , ` : *��::::' ::- :,::: .;':.�::: ::� I. �� : — ' : '�.'?.—::::':i'. :11: :':::i : :�...' . - :: :: ;� �iH`�.".--']ii..�.'.:: :1 . : [::.... I 11, I . ,::�; — — — — — / J:; ......................-......? � :� : ::: ' ".� . .... : .. ::: ,: ...".. � '::s:�:..:>., — `: : . .; . : <: w r-,,.r' , ....�*"�.������� ...'... ".............. A4.2 .................... ............ .......::........ .... .. E n 11:11; : N/ . ( ) IIIIIIIIIII ryo F�--� CHIMN Y ;;.. . ,%1:`io;i....:.:i.i:."x:l ,i�::::!9�..��:i:�-:-.--:�.:�.:..�:...*':I. ,—\——Lr-,—..—:�..I::�..-�:I*...XX. '.�I...:II.::"�i—_i=-II--,� E ;: : >::. : ::' <: :: :: «.: .: :;<.. i ' V 1 �::I..1:::..i i:.d:.II1:'.::1 I—/� --. 1-I-- r�--' V---��—--�—---- I��LF�,�, 11 ,.,:�l�,,:::/'.1:�:"!!.'::::,�i$'i.":1::::::.i!i.�..1:.:':';:.l:�:—��1�,:%, 2:i?1 �(�:4x:",.:l�Q�9(:::�:::l�:1:....,..,��'::.:.':�.�,::.�.....,�:i:1.:"::.1�4e::�:.:i::i::�::::.1:1.....-:�,:,��.� ]: II.Qe<�1l--`�CC.—l1-- —.<—,1-9)*d1)1-i)1—:,m,�4,�4.-�') I. .........::........ . .::: :::: z. , l v1 .j6 :i ¢ W .. ..... . .... ;:......:::. ..: ::.:..:. .. . ..:: ..::..:.::..:.::::::.�.::;..... ..: ::.. ... ::::.:..:r,: :i ':{':'.:> a: E'..••? u I F W XI TING R00 NE }} E S is ?.::: =''£;::;`"�'v'"'>>`:!;a.ii Ii" `' S`>%;'%'' '..i:: fii:f'':ii ii iu` i;;:i< is ` i'i :::'::' :: . :: ;: w ":::( ":::"::::;'`:_<'":: <..::;;: <::::..:: :::::::::::::::::::::.:::::::;:::::::,::::<: ASPHALT SHINGLES » ::.:: ,:... ,..::. ..................::...:..... . . .... .. .IN: .... ...... .. .... .:.: :;.. .... ... .:-: STAND NG .SEAM: UM NUM .W ..:. .. ...` --ii:. .................,:. .....jj..:. ::: A4,2 a:(:.:.s?'€:::>sj:'r>:r;; "' r.. <: ;.;;:,::.:<.';.:...r:;:'.i>::<-y::>'::€';: ?:::<::.`:: ":::::""?:;:: ACTO tY :pAIhIT fi ID f41NI H)::: %`>; a r D ' !: . :.: i. . . :.: f`:''€ #'' '. .. .<:::i.'.:: .. .......... , >... ...:. .::. .:::..... .:..: .:::: .:. .. :.. ,.. ":.. :, :.> :.. ..:.. ..: ..:::..:. 0 0 0 .::,::: :::I!°iiF:::::::::iiii::iiiiiiiiiii'::iir'iiiiii'ii::iiir':Jii'rii:iiiiii::ii'r'..:.e>: :;::::!: :iT :.i:.i:''iiii'.ii'iiii :!::'':'::'"'s.o;::f:L.i$'„i;i'';,. , ..:......:.....:........ .:... ...... . ...+j �✓ :§:>,�...<#''.....Y3:. .:<.;!ii`:.:i::^:'i:f s'...>>c.'/ . >`.:...i:'::!:ii..:i9 i'''>,,,,if>,c; .:'''11::i::'::' :`''�' I!;.j i U U U ;. i; >� W W W .:. :,.. ..:.. .::;: I! €ji _I —i J %£<::ii i:ii:i':`"ii;;'s::x;:i>:::i: Pf<:; ::'>si'""a;;'"i'as',i3`:'::,`.,.i> "1ji€?:;::''`'<;, ;::ii::isi::i'"i.:.iF`:s;2i;;""�': �i�' c :» O : ,. ;:. .... .::: O »:.::.:::.:,, :. ..:....::::::.::::::.:::�::r:: :::: :::.. .... .... :: :.. C> H a:: A2. .. ..... .. ........................ . .. ..............."....... ....... ... ": H W 2 ..::,<.: U a ... ...... ... .... ::.: O a ......... .........:.:.::::. :::.::. > >,:'' .:: ;;;; .............::... ,..........:..... — ... ..... ... :,, .... ........................ ..... ..:... :: : :..:::::..:.::..:::: ... ;:::.::: .:::::....... :: :... ..: ;< ;': ; ,<.. .:. ... . r N1 W '#�(JFt I' SF ; : 1vE Rt�gl 72 S ,/ � O o NEW 12 -10"\ . :" F-+.. `" �. ), � S HA►�t S> IN DES ,r h $i�i '.ESA M f _ N ..:: i: 9 . .............:..... N ... ... e i tf) ;: �, NEW METAL ROOF ...:: ' ..... ......:;:.........:.....:::::...::..:..... :.... ........:.... :::. .:.: :::,.. .:::: .:: ".".............::... .. ... .... ... ... .::.::�. �.. HANGING COPPER GUTTER AND DOWNSPOUT AT ENTRY ROOF Z <`:, p Q . . t- Li - 0 �1 Lij :1 w O 1 A4.1 A4,1 A4.2 � N C B A D 0 .. "All flft 7" ,,y j4' /y D0 m p'" 6 ;' H gyp' ,,: 'a :' Y'.) PROPOSED 2ND FLOOR PLAN 3, " '` ` �. n r r 'Q.� t - ,'f. SCALE: 1/4 1 -Or "'44n"' V! 00 o N U o w _ U ry O H Q Q N O U � i � s~ RPH N UDHG2 3220 / UDHG23220 UDHG23220 UDHG23220 UDHG23220 ................... lu 2ntl FLOOR NEW STANDING SEAVI ALU INUM NEW ASPHALT SHINGLE ROOF — \ �— NEW HANGING GUTTER ----- - -------- ` I REMOVABLE SCREEN PANELS :j L11.11.24 UDHG2 3224 [UDHO2 3224 UDHG2 3224 \ / ---- / UDHG24028 UDHG24028 UDHG24028 REMOVE T NEW ALASKAN YELLOW CEDAR 1st FLOOR ,,.. UCCO, REPLACE m... EW — - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = SHINGLES (TYP.) 5 T.W. WITH SHINGLES H SHINGLED CORNER TO 2'-8" � IX TRIM ON POSTS 2'-8° MATCH EXISTING \ CONTINUOUS STEP 12'-10' 11'-0' NEW BAY WINDOW NEW SCREENED PORCH NEW ENTRY PORCH L II I I NORTH ELEVATION WEST ELEVATION Q II FIF II w w a a a a 0 0 0 0 _j _j :A UDHG23220 UDHG23020 UDHG23220 � W O Z U W U W 2n{� � CL 2n-d} d FLOOR ""`. _ n `4 N -- — — — — — --.. -------------------- :.........:...............................-----...................... � O CD AL \ rn \ N 7 UDHG2 2.1. \ O 1H <r UDHG2 3220yj'; UDHG23220 UDHG23020 UDHG23020 .. ,. .... " is.. LUD. 3224 __l UDHG23224 UDHG23224 f a ........... o N 00 � -1 � � x I I 0 z I 1st FLOOR H CD ~ 1st FLOOR - L .... .....-_.-..- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `Z . i.....................1... Imo- � � NEW OUTDOOR SHOWER " NEW SCREENED PORCH SOUTH ELEVATION I I I I I I w EAST ELEVATION J cry 1 I J L- - - - - - - - - - - - - - - - - - - - - - - - li L CDcV z AELEVATIONS ' SCALE: 1/4" = 1'-0" ""> g xi '6 V J 00 V o o 4-4 I— o _ U V � off / / I \ Q w � \\\ / \ \ q \ 64.3 >~ tin- '� DR M 4 BATHR�QM � STORAGE A \ \ -- re 2nd FLOOR = \ \ 2nd FLOOR N 0 , Q.ee+rrrteere CD 00 DINING ROOM HALL a, , _ BATHROOM #1 0, PORCH KITCHEN 1 st FLOOR - 1 st FLOOR °ar�a`I�`Ii+E c1P:';*V,•• OPENING TO CRAWL SPACE CRAWLSPACE II EXISTING MECHANICAL ROOM J I I f � II EXISTING DIRT FLOOR -r BASEMENT J L 1 I ^ SECTION CROSS SECTION EXISTING CROSS SEC 1 " SCALE: 1/4" = 1 -0 SCALE. 1/4" - 1 -O w W H Q vV�MI�N� WVW! U U U U U U r 12 W \ \ W W NEW INSULATION IN ALL 4 Q R J NEW AND EXISTING WALLS AND ROOFS AS PER SPECS \ J o U CD � 5 12 w z z m w ------j2 cn w � - w ►I A4.3 / \ \\ MASTER BATHRM SI'O ER\ D j / MASTER BEDROOM DRESSING \\ � \ i DRO M #4 N \ \ o N \ \N 2nd FLOOR / \\ \ 2'y 2nd FLOOR = Q o - - - ----- - -- - - - --- - — — — — .- .- Lo CO vrl \� t 00 TAIR REINFORCE EXISTING BEAM N c NEW ENTRY PORCH I Z a - PORCH LIVING ROOM LAUNDRY °'° BATH 105 HALL o, uoticz azzo 1 U r- (w y 0 1st FLOOR 1 st FLOOR � O � 2X10 PT JOISTS 6 MIL. POLY VAPOR BARRIER, SEALED O N AT EDGES WITH CLOSED CELL FOAM CRAWLSPACE NEW CRAWLSPACE I I CRAWLSPACE CRAWLSPACE E Z _ SEE, SPECS � BASEMENT CONC. PIERS, I I SEE STRUCTURAL ri L , CROSS SECTION—C CROSS SECTION—B SCALE: 1/4" = 1'-O" SCALE: 1/4" = 1'-O" • VJ � U �— o ° r A4.3 U o -- - w \ � 3" VENT PIPE \ Lo r 2 VENT PIPE BATHRM #204 I I MASTER BAtHRM #203 ��ll OWER / , �irvol, --CONFIRM SILL HGT N BEDROOM 3 HALL MASTER BEDROOM (MEASURED AT 2'3" A.F.F) AE•3 c� I I � —P-TRAP (TYP.) 12 2nd FLOOR, 2 Q — — — - , . I I I I FIr L2" DRAIN PIPE �- LVL BEAM AT EX'G v io a�',•'•.�' ; ., 2 VENT PIPE EXTERIOR WALL SEE , < •r . - r 4 DRAIN PIPE I I I STRUCTURAL BATHROOM 1 5 BATHROOM 106 LAUNDRY r7 SHEAR WALL BEAM AT EX'G KITCHEN I N ; "°•:.�::6��•'� :* I ( (S.W.) PORCH WALL I I •ee:eee •� CLOSETS HALL LIVING/DINING ROOM i i NEW SCREENED PORCH 12 rZ, SHER 2" DRAIN PIPE I 1st FLOOR 3" VENT PIPE I I �IG FOOT UNDER COLUMNS :c " NEW FOUNDATION li 2X10 JOISTS PT, 16 O.0 UNDER SHEAR WALL, ' MECHANICAL ROOM SEE STRUCTURAL CRAWLSPACE CLEANOUT TO SEPTIC NON-HABITABLE SPACE 4" DRAIN PIPE NOTE: ALL DRAIN PIPES - NEW REINFORCED E REI ORCED CMU �- ONC. PIERS TO VENT PER FOOT I I NDER COLUMNS ER FOOT PITCH FOUNDATION � ^ PLUMBING RISER DIAGRAM SECTION D SCALE: 1/4" = 1'-O" SCALE: 1/4" = 1'-O" r W r�H Q NEW INSULATION IN ALL o 0 0 o a o NEW AND EXISTING WALLS W AND ROOFS AS PER SPECS x U MASTER BATHROOM A4.3 12 � C BEDROOM #3 w N 10 3 � Z Z 1- W 82 2 cF% w ~ uj 2nd FLOOR r l 2nd FLOORuj --" a � °- -- - --- -ALIGN o 0 0 N 4 N N N �II I I � M N N to NEW BAY WINDOW I Lo co M N I I \ M I N BEDROOM #1 CLOSET a, BEDROOM2 PORCH MUDROOM KITCHEN NEW SCREENED PORCH , o I I r-- 1 st FLOOR 1 st FLOOR I = p......., 2X10 PT JOISTS NEW FDN. -- OPENING TO w CRAWL SPACE a CRAWLSPACE NEW CRAWLSPACE MECHANICAL ROOM p NON-HABITABLE SPACE o0LLJ o I EXISTING STAIR REINFORCED CMU � CONC. PIERS _ (/ co AND BULKHEAD FOUNDATION UNDER COLUMNS ( " I O NEW 4 SLAB OVER 10 MIL. POLY VAPOR BARRIER, SEE SPECS a O cal 2" TYPE 9 EPS, SEE SPECS Z a' J �I CRUSHED STONE BASE p0 SECTION- E SECTION- A SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 02 00 C) 03 ry >< 4� >< INSULATION AS PER SPECS 2X10 RAFTERS 16Ln " O.C. Ln ASPHALT SHINGLE, SEE SPECS Itt FIBERGLASS BATT INSULATION ASPHALT SHINGLE, SEE SPECS METAL ROOF, SEE SPECS 15# BLDG. FELT 15# BLDG. FELT CDX PLYWOOD 15# BLDG. FELT �p 12 SHEATHING CDX PLYWOOD SHEATHING cq 5/" CDX PLYWOOD SHEATHING ICE & WATER SHIELD, ICE & WATER SHIELD, cq ICE & WATER SHIELD, 6' STRIP AT EAVE 6' STRIP AT EAVE WHITE ALUMINUM DRIP EDGE 6' STRIP AT EAVE WHITE ALUMINUM DRIP EDGE DRIP EDGE FROM CONFIRM MING METAL ROOF MATCH EXISTING EAVE AND FASCIA IN CEDAR EXISTING EAVE AND FASCIA MATCH EXISTING EAVE AND FASCIA 13 EXISTING MOULDING 2X8 CLG. JOISTS, AND SOFFIT IN CEDAR MATCH EXISTING EXISTING EAVE AT DORMER (TYP) 16" O.C. B EXISTING MOULDING SCALE: 1-1/2" 1'-0" MOULDING AND SOFFIT AND SOFFIT BEADED BOARD CEILING CEDAR SHINGLES, 5 T.W. TO MATCH EX'G - BENJAMIN OBIDYKE HYDROGAP CEDAR CROWN TO MATCH EX'G 2X CEDAR JAMB ILI 5/4X CEDAR SCREEN FRAME ENEW PORCH EAVE SCALE: 1-1/2" = 1'-0" EAVE AT BAY WINDOW EXISTING EAVE (TYPICAL) SCALE: 1-1/2" = 1'-0" A SCALE: 1-1/2" = 1'-0" 7 5/4X SCREEN DOOR FRAME CEDAR TRIM WITH RABBET FOR DOOR AND SCREEN 4X4 POST AS PER STRUCTURAL PLAN SECTION AT PORCH POST EISCALE: 1-1/2" = 1'-0' CEDAR SHINGLES -------___ BENJAMIN OBDYKE 5" T W HYDROGAP ji BROSCO BASECAP B660 CDX PLYWOOD 1X6 BASEBOARD 2X6 STUDS, 16- O.C. CONNECTION AT LOWER AND FINISH FLOOR II UPPER SCREEN PANELS ADVANTEC T&G SUBIFLOOR ------ 2X FRAMING AS PER __----STRUCTURAL 2-LAYERS 1" PLYWOOD 4 2X10 RAFTERS 16" O.C. SHEATHING < <II m m --3 -73 BLOCKING AS REQ'D, MATCH INSULATION AS PER SPECS ---- EXIS-ING SHINGLE FLARE 12 ASPHALT SHINGLES, SEE SPECS 5 15# BLDG. FELT OPEN CELL FOAM II INSULATION PT PLATE BOLTED TO CDX PLYWOOD W uj SHEATHING FOUNDATION �R� �� PARCING TO MIMIC EXISTING ICE & WATER SHIELD, J --j -i CLOSED CELL FOAM AT FOUNDATION 6 STRIP AT EAVE PERIMETER WALL WHITE ALUMINUM DRIP EDGE 6 MIL POLY VAPOR BARRIER, VERTICAL STRAPPING AS uj U-1 SEALED AT EDGES WITH w o- Q- REQ'D HANGING COPPER GUTTER II CLOSED CELL FOAM 4 MATCH EXISTING EAVE IN Lo C'4 2X8 CLG. JOISTS, CEDAR FH 5/4X IPE DECKING 16" O.C. MATCH EXISTING MOULDING Lo IN CEDAR 1X8 CEDAR RISER BEADED BOARD CEILING TO MATCH EX'G P.T. 2X FRAMING AS PER STRUCTURAL a CEDAR CROWN TO EXISTINGSHINGLE SOFFIT TO MATCH O MATCH EX'G -A r-77-77�77 I AZEK BOTTOM RISER 4.1 04 ILL. 4 4 .1 LLJ 4 4 C/ 41 . 4 LJLJ CD n uQ3 - - - n- CFOUNDATION AT BAY WINDOW 1SCALE: 1-1/2" 1'-0" DEAVE AT NEW ENTRY SCALE: 1-1/2" 1'-0" FOUNDATION AT PORCH POST E 2SCALE: 1-1 2" 1'-0" t W 00 3'-2 ,/4" 3'-01/4" 3'-101/4" 6'-0 1/2" WINDOW SCHEDULE CIA Y R.O. R.O. R.O. R.O. GENERAL WINDOW NOTES: U o ' j j MANUFACTURER TYPE MODEL No. ROUGH OPEN _ � •� ING FRAME SIZE ADDITIONAL DETAILS NOTES. � 1) BEFORE ORDERING ANY MATERIALS OR W o DOING ANY WORK THE CONTRACTOR �"" TYPE WIDTH HEIGHT WIDTH HEIGHT U VALUE EGRESS r o --ILL --ILL " " SHALL VERIFY ALL MEASUREMENTS AT THE ""- , BUILDING AND SHALL BE RESPONSIBLE o A MARVIN CLAD ULTIMATE DH UDHG2 3224 3-2 fr ,4-89 3 -1 " 4,-7 n 0.29 NO FOR THEIR CORRECTNESS. ANY 4.4 ; 00 00DIFFERENCES WHICH MAY BE FOUND �..�L FILo B MARVIN CLAD ULTIMATE DH UDHG2 3020 3'- 4'-0" '- 1 " SHALL BIE SUBMITTED TO THE ARCHITECT 'p N d o 6 1 o 0 2 1 3 11 0.29 NO FOR DECISION BEFORE PROCEEDING WITH GI, Q UDHG2 3020 UGL6040 C MARVIN CLAD ULTIMATE DH UDHG2 4024 3'-10j" 4'-8" 3'-9j" 4'-7j" 0.29 NO THE WORK. Q N „ „ 2) SEE WINDOW ELEVATIONS FOR MUNTIN UDHG2 3224' UDHG2 4024 D MARVIN CLAD ULTIMATE SLIDER UGL 6040 6 -O 4-0 5'-1 1 3 -11j 0.29 NO PATTERN. E MARVIN CLAD ULTIMATE DH UDHG2 4028 3'-10j" 5'-4" 3'-9j" 5-3j" 0.29 YES 4) PROVIDE TEMPERED GLASS AS c CUDH-NG 3020 CUDH-NG 4024 UGL-NG 6040 REQUIRED BY LOCAL CODES. CUDH-NG 3224 F MARVIN CLAD ULTIMATE DH UDHG2 2818 2'-104" 3'-8" 2'-91" 3'-7" 0.29 NO 5) PROVIDE ARCHITECT SHOP DRAWINGS B D I� G MARVIN CLAD ULTIMATE DH UDHG2 3220 3'-1" 4'-0" 3'-0" 3'-11 " 0.29 NO FOR REVIEW. N A J WINDOW OPTIONS: K 1) SCREEN - WHITE, HALF-SCREENS. L 3'-10 1/4" y 2'-10 1/4" 3'-1" 2) HARDWARE - >' y R.O. R.O. R.O. N SASH SASH LOCKS TS - NONW ITE ARVIN P 3) MUNTINS - J", SDL, STAINLESS STEEL. Q 4) INTERIOR - PRIMED. —1 L-1 L Ll R 5) GLASS - LowE2. R cD 00 0 S 6) EXTERIOR CLAD - WHITE. �n T 7) EXTERIOR CASINGS & SUBSILLS UDHG2 3220 U 8) JAMB EXTENSION X UDHG2 4028 CUDH-NG 2818 CUDH-NG 3232 Y F G � CUDH-NG 4028 ., E A WINDOVV SCHEDULE Q SCALE: 1/2" = 1'-O" 2'-8" 2'-8" v � VARIES � � 2'-8" � DOOR SCHEDULE GENERAL DOOR NOTES: - t MANUFACTURER MODEL No. STYLE ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS NOTES: w No. WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET 1) BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL 001 SIMPSON F-55 5-PANEL 2'-6" 6'-8" 1-�" 54211 VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR h--� \ MOVE & REUSE 002 CORRECTNESS. ANY DIFFERENCES WHICH MAY w f;;e EXISTING DOOR %` ,: BE FOUND SHALL BE SUBMITTED To THE 003 ARCHITECT FOR DECISION BEFORE ': LO PROCEEDING WITH THE WORK.;� F 1 ,,� 101 REUSE EXISTING HALF-LITE 3'-2 " 6'-1rtrt11" 3'-0" 6'-8" 1- " co 00 o o y; 0 1010 TBD SCREEN 2 PANEL 3'-0" 6'-8" 1" 2) SEE PLANS FOR HANDING. O O 102 REUSE EXISTING HALF-LITE 3'-2j" 6'-101" 2'-8" 6'-8" 1—in 3) SEE WINDOW ELEVATIONS FOR MUNTIN PATTERN. 102a TBD SCREEN 2 PANEL 2r-8n 6r-8n 1 4 PROVIDE TEMPERED GLASS A REQUIRED ) S EQU 103 SIMPSON 7001 FULL LITE 2'-1O�" 6'-1N" 2'-8" 6'-8" 1—in BY LOCAL CODES. 104 SIMPSON 7001 FULL LITE 2'-1q" 6'-104" 2'-8" 6'-8" 1-in 5) PROVIDE ARCHITECT SHOP [DRAWINGS FOR ,. REVIEW U U U 105 TBD SCREEN 2 PANEL 2'-8" 7'-5" 106 TBD SCREEN 2 PANEL 2'-8" 7'-5" 1" j � 1� EXIST'G DOOR #101 SCREEN DOOR #101 a EXIST'G DOOR #102 SCREEN DOOR #102a 5—PANEL DOOR SIMPSON 7001 SCREEN DOORS 107 TBD SCREEN 2 PANEL 2'-8" 7'-5" 1" 3'-0" (TYP.) #105, 106, 107, 118 108 BROSCO PR-730 LOUVERED, 3'-2 " 6'-10�" 1'-6" EACH 6'-8" 1- 3 Y" LOOK FOR PAIR of 3'-6" z z v PAIR LOUVERED DOORS p g I I 109 CABINET (CUSTOM) CUSTOM SIZE 3'-9 1/2" 4'-10" � a a 110 REUSE EXISTING 5-PANEL 2'-8 " 6'-1O�" 2'-6" 6'-8" ff 111 REUSE EXISTING 5-PANEL 2r-8 fr 61 -10 rr 20 -6rr 61 -8n 1-%11 3Y REUSE EXISTING 5-PANEL 2'-81" 6'-1q" 2 -6" 6'-8" 1—in 3 Y" N N112 F 113 REUSE EXISTING 5-PANEL 2'-8j" 6'-10 " 2'-6" 6'-8" 1—%" 3Y" 114 REUSE EXISTING 5-PANEL 2'-81" 6'-104" 2'-6" 6'-8" 1-�" 3 Y" 115 REUSE EXISTING 5-PANEL 2f / n -8 n 6r-10 n 2r-6n 6f-8n 1- n 3Yn z to d 00 116 REUSE EXISTING 5-PANEL 2'-81" 6'-1q" 2'-6" 6'-8" 1—in 3 Y" O I I 117 SIMPSON F-55 5-PANEL 2'-6j" 6'-10�" 2'-4" 6'-8" 1-�" 3 Y" � r- 118 TBD SCREEN 2 PANEL 2'-8" 7'-5" 1" w 201 REUSE EXISTING 5-PANEL 2'-8j" 6'-1 N" 2'-6" 6'-8" 1-�" 3 Y" ' Lij 202 REUSE EXISTING 5-PANEL 2'-81" 6'-1q" 2'-6" 6'-8" 1—'i" 3 Y" LOUVERED DOORS #108 �� # ¢�$ 0 203 REUSE EXISTING 5-PANEL 2r -8 n 6f-10n 2f-6n 6f-8n 1- n 3-Y2 n- c� Z. 204 REUSE EXISTING 5-PANEL 2 -8 6-10 2'-6" 6'-8" 1-�" 3-Yz" yT/{ 205 REUSE EXISTING 5-PANEL 2'-8j" 6'-1O�" 2'-6" 6'-8" 1-�" 3-Yz" 206 SIMPSON F-55, PAIR 5-PANEL 4'-2j" 6'-1 O�" 4'-0" 6'-8" p5 r'�c �6.igYv VAS' i v 207 SIMPSON F-55, PAIR 5-PANEL 4'-1 O r-10 n 6f-10 n 4r-8n 61 -8n 3 Y 208 SIMPSON F-55 5-PANEL 2'-8 " 6'-1 " 2'-6" 6'-8" 1-%" 3 Y" 209 SIMPSON F-55 5-PANEL 1'-10�" 6'-1O�" 1'-8" 6'-8" 1-%" 3 Y" 210 REUSE EXISTING 5-PANEL 2'-81" 6'-10q" 2'-6" 6'-8" 1-8of 3 Y" A7,91 A DOOR SCHEDULE SCALE: 1/2" = 1'-O" ELECTRICAL SYMBOL KEY °O a SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES u o SWITCH DUPLEX RECEPTACLE OUTLET SA CEILING FIXTURE (SURFACE) W DUPLEX RECEPTACLE OUTLET O THREE WAY SWITCH WATERPROOF RA CEILING FIXTURE (RECESSED) FOUR WAY SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL = >� cra W/ GROUND FAULT CIRCUIT INTERRUPTER ® WASHER) ; HORIZONTALLY MOUNTED OUTLET IN ��_�� u SWITCH W/DIMMER WALL SCONCE o 1 BASEBOARD c WATERPROOF SWITCH QUADRUPLEX RECEPTACLE OUTLET UNDERCABINET LIGHTING eC w� (NUMBER REFERS TO LENGTH) DUPLEX RECEPTACLE OUTLET FLUORESCENT FIXTURE 4 JAMB ACTIVATED SWITCH 0 y FULL SWITCHED (NUMBER REFERS TO LENGTH) DUPLEX RECEPTACLE OUTLET LED OR LOW VOLTAGE, cn >~ � LIGHTED SWITCH HALF SWITCHED LED OR LoV TRANSFORMER O i`DUPLEX SPECIAL PURPOSE r RECEPTACLE OUTLET ST CEILING MOUNTED TRACK LIGHT SYMBOL PANELS RECESSED PICTURE LIGHT OUTLET A EXTERIOR SPOTLIGHT (SAVE MOUNTED) CEILING ELECTRICAL PANEL El DUPLEX FLOOR OUTLET ®X (LETTER REFERSDTOXTYPE)T FAN ® ELECTRICAL SUB PANEL ® QUADRUPLEX FLOOR OUTLET N CEILING PADDLE FAN ® TELEPHONE PANEL 1 TELEPHONE OUTLET, CAT-5 WIRE W/RJ11 PORT ® DATA PANEL SZ DATA OUTLET, CAT-6 WIRE W/RJ45 PORT SYMBOL DETECTORS/ALARMS/CONTROLS COMBO PHONE & DATA OUTLETS, CAT-5 WIRE CABLE MODEM W/RJ11 PORT & CAT-6 WIRE W RJ45 PORT ® SMOKE DETECTOR 4-PORT NETWORK ROUTER ® COMBINATION FLOOR PHONE & DATA OUTLET Cp CARBON MONOXIDE DETECTOR (WALL MOUNTED) WIRELESS NETWORK ROUTER M OR COM COAXCOMPUTER,CA LE JACK BOTH TOR&T COMPUTER OR O HEAT DETECTOR CONNECT VENT HOOD SWITCH S TO MAKE-UP AIR SYSTEM TV COMBINATION COAXIAL CABLE JACK FOR BOTH '--- -- - - COM TELEVISION & COMPUTER LT LOW TEMP DETECTOR \''' " — — ©— — — — © — a i 2 -6 i - — — — — SYMBOL FIRE ALARM SYSTEMS iR INFRA-RED/REMOTE EYE WIRE Q THERMOSTAT uI R y Ce FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS HUMIDISTAT i -� TO SHED LIGSPRINKLER CEILING SPEAKERS (RECESSED) HRV Q HEAT RECOVERY VENTILATION \� -- -- /\� :j CONTROLS F FIRE ALARM HORN/STROBE SPEAKER JACK (WALL MOUNTED) C AK 1' \7 ALARM KEYPAD i KITCHEN S I I - --- RY OH FIRE PULL STATION LAUND EXTERIOR SPEAKER JACK WALL MONTED ALARM MOTION DETECTOR \ 1 03 1 1 2 li I MFLM W-*1 ER E EXIT SIGN AV AUDIO VOLUME CONTROL AD ALARM DOOR CONTACT ; SA EMERGENCY LIGHTING DOOR BELL pS ALARM SIREN SCREE ED POR H ul - -ue DOOR CHIME �y ALARM WATER NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TVCABLES AIRS-AKSET-EIU j 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK S \� 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK � 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.; T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING 1 4" A.F.F BATH III � I I I I 106 � t+ I I I A _1011G11TS II I ABOVE �) \ EDROOM 2 I INING/ \ 07 I s S LIVING ROOM HA I 1 I I 1 l log I i 54rvA.F.F 12" A.F.F (TYP) III I � II I W II w W III I ` I, E RY 1 — BATH U U U U U 2 2 2 = 2 BEDROOM 1 O8 J J J J J - \\ PORCH 1 1 0 A l o 5 v v - - - - - - - — — — — — — —— w ~ W f U - ---- -- --------------- -- - - -- -- -- \ — i j N II II \ " o 0 0 N F N 0 p j N O \ � \ \ N N LO z Q TO PATH :I O LIGHTS LLj LLj �. Al .4. LLJ cl— s ti ''�//,"�;, �`'^•>h,'Z tC4¢ S't: may ' 1, APROPOSED 1ST FLOOR ELECTRICAL PLA SCALE: 1 4" = 1'-0" v, 00 ELECTRICAL SYMBOL KEY SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES " W � � SWITCH 9 DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) THREE WAY SWITCH DUPLEX RECEPTACLE OUTLET RA CEILING FIXTURE (RECESSED) 9. WATERPROOF (� DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL r , FOUR WAY SWITCH .1 W/ GROUND FAULT CIRCUIT INTERRUPTER ® WASHER) /LyJ SWITCH W/DIMMER (� HORIZONTALLY MOUNTED OUTLET IN BASEBOARD WALL SCONCE LL w o TTes e[ WATERPROOF SWITCH QUADRUPLEX RECEPTACLE OUTLET u� UNDERCABINET LIGHTING Q . �wr �� (NUMBER REFERS TO LENGTH) tV JAMB ACTIVATED SWITCH DUPLEX RECEPTACLE OUTLET F! FLUORESCENT FIXTURE FULL SWITCHED (NUMBER REFERS TO LENGTH) DUPLEX RECEPTACLE OUTLET LED OR LOW VOLTAGE, 1� `n LIGHTED SWITCH LED OR LoV �V) a d' HALF SWITCHED TRANSFORMER DUPLEX SPECIAL PURPOSE ST CEILING MOUNTED TRACK LIGHT " RECEPTACLE OUTLET SYMBOL PANELS RECESSED PICTURE LIGHT OUTLET XS EXTERIOR SPOTLIGHT (EAVE MOUNTED) N ELECTRICAL PANEL ® DUPLEX FLOOR OUTLET O CEILING MOUNTED EXHAUST FAN N X (LETTER REFERS TO TYPE) ® ELECTRICAL SUB PANEL ® QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN ® TELEPHONE PANEL TELEPHONE OUTLET, CAT-5 WIRE W/RJ11 PORT ® DATA PANEL SZ DATA OUTLET, CAT-6 WIRE W/RJ45 PORT SYMBOL DETECTORS/ALARMS/CONTROLS CABLE MODEM COMBO PHONE & DATA OUTLETS, CAT-5 WIRE O SMOKE DETECTOR W RJ11 PORT & CAT-6 WIRE W RJ45 PORT 7R 4-PORT NETWORK ROUTER ® COMBINATION FLOOR PHONE & DATA OUTLET Cp CARBON MONOXIDE DETECTOR (WALL MOUNTED) C<<4)>) WIRELESS NETWORK ROUTER 1�1OR CaM CO PIUTER, OR BOTH TV CABLE JACK R& COMPUTER TELEVISION, OR ON HEAT DETECTOR / \ COMBINATION COAXIAL CABLE JACK FOR BOTH LT LOW TEMP DETECTOR COM TELEVISION & COMPUTER J SYMBOL FIRE ALARM SYSTEMS iR INFRA-RED/REMOTE EYE WIRE Q THERMOSTAT FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS Q HUMIDISTAT SPRINKLER CEILING SPEAKERS (RECESSED) HRV HEAT CENT 0 SOVERY VENTILATION F FIRE ALARM HORN/STROBE SP SPEAKER JACK (WALL MOUNTED) AK ALARM KEYPAD FIRE PULL STATION EXTERIOR SPEAKER JACK (WALL MOUNTED) q ALARM MOTION DETECTOR EX EXIT SIGN AV AUDIO VOLUME CONTROL AD ALARM DOOR CONTACT \ R o n EMERGENCY LIGHTING DOOR BELL AS ALARM SIREN S 2 DOOR CHIME ALARM WATER - NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES 209 ). ' i A 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR X '' o BOX TYPE LOCATION / J 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.; T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING — 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING DRESSING0 — - 02 206 207 j SA � j A 0 W LSCKABL CLCISET DN 210 SA w �-STA �'/ HALL BEDROOM 3 S 07 OS 20? 05 � L O 203 OS —1C2O 4) S MASTER \ BEDROOMVill 201 BEDROOM 4 A i 3 Z F- 4' O i / N N N N W N \ / N O N N Lo i U F— LLJ W J � � LL r-- � Q � � L.iJ cf) cm Ckl-' 4 PROPOSED 2ND FLOOR PLAN .Y SCALE: 1/4 1 -0 7 4 u GENERAL STRUCTURAL NOTES Consulting Engineers, RC. 1358 BOSTON POST ROAD POST OFFICE BOX 802 BUILDING DESIGN LOADS C)L[:) SAYBRC)(DK LIVE LOADS CONNECTICUT 06475 WOOD PHONE: 860 388 1224 0 RESIDENTIAL DWELLING HABITABLE AREAS Ign.m GNCBENCINEERS.COM FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF Iris md^� 71, J� 05 SNOW LOADS 1 ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) ;kff' GROUND SNOW LOAD, Pg 20 PSF DOUGLAS-FIR#2 OR BETTER, WITH THE FOLLOWING ALLOWABLE UNIT 'N'Ll:i XN. w FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps; 20 PSF STRESSES: J,/AzffA Fly BENDING, REPETITIVE USE /*""AAA WIND LOADS Fb 1, 035 psi p- A Al, li BENDING, SINGLE USE Fb ................... WIND EXPOSURE CATEGORY: D TENSION PARALLEL TO GRAIN Ft 575 M ULTIMATE WIND SPEED VELOCITY 130 MPH COMPRESSION PARALLEL TO GRAIN Fe(Par.) 1, 350 SHEAR PARALLEL TO GRAIN Fv RISK CATEGORY 11 180 N COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) 625 GENERAL MODULUS OF ELASTICITY E = 1,600,000 01, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE RESIDENTIAL CODE PORTION OF THE 2020 RESIDENTIAL CODE OF NEWYORK STATE AND PER MANUFACTURER'S RECOMMENDATIONS. IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. m 3. FOR PLYWOOD NAILED TO FRAMING,11 Od NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED .............. :51 OTHERWISE 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AT EDGES,4" OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. AND EXISTING CONDITIONS. P No. DESCRIPTION DATE 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. .0 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES fP: ISSUED DRAWINGS ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS .,;.<. / /l ./. . ::. .:,. :f ,:: .:::.::.:..:: . NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED: 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING 10 x :-x LAMINATED VENEER LUMBER (LVL) AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY .. ........ FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO MODULUS OF ELASTICITY, MIN. E 2,000,000 psi NOTES: METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING, SINGLE USE Fb 2,600 AQ:7 COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, HORIZONTAL SHEAR Fv = 285 WIND AND OTHER LATERAL FORCES. COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per) = 750 FOUNDATIONS PARALLEL TO GLUE LINE ENSION STRESS Ft= 1,555 3D VIEW REFERENCE IS MADE 1. THE WOOD FRAME BUILDING ADDITION IS TO BE SUPPORTED ON A CONCRETE 6. BUILT-UP LVIL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. TO DRAWINGS UPON WHICH MASONRY UNIT(CMU) FOUNDATION WALL BEARING ON A CONTINUOUS 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE GNCB CONSULTING ENGINEERS, P.C. CONCRETE FOOTING. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. WORK IS BASED: 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, ARCHITECTURAL DRAWINGS UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC OR OTHER FINISH APPROVED BY ENGINEER. BY: AR&T ARCHITECTS MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. WASHERS REQUIRED. 262 WASHINGTON STREET ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 11. ANY WOOD I-JOIST SERIES TO BE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. BOLT HOLES 9/16" DIA. MAX. SECOND FLOOR 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0" BELOW MIN. END DISTANCE 6". BOSTON, MA 02108 EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD PREPARED FOR: CONDITIONS ENCOUNTERED. 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. GRAY RESIDENCE FOX AVENUE 6. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. NAILING SCHEDULE FISHERS ISLAND, NY 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. 8. NO CONCRETE FLOOR SLAB IN CRAWL SPACE, PER ARCHITECT. CONNECTION NAILING JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 1/2: DIA. 0 BOLTS < BRIDGING TO JOIST, TOE NAIL EACH END 2-8d REINFORCED CONCRETE CO.—. --------------- -------- ----- ----------- --- -------- ------------- SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc < TOP PLATE TO STUD, END NAIL 2-16d LVL'S 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES STUD TO SOLE PLATE,TOE NAIL 4-8d 2'-0" SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DOUBLED STUDS, FACE NAIL 16d AT 24"oc 5/8"T&G ROOF SHEATHING,TYP.2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE MULTI MEMBER LVL CONNECTION NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d METAL STRAP WITH ------------------------------------------------------------------------ ---------------......................-------------------------------------------------------------- AS FOLLOWS: CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc 8-1 1/2"x1 Od NAILS WALLS AND FOUNDATIONS 3,000 PSI PER SIDE EACH BEVELED ALONG EACH EDGE RAFTER BLOCKING AT CEILING JOISTS TO PLATE,TOE NAIL (16 NAILS PER STRAP) EACH RAFTER 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, ASTM A 615 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d GRADE 60, CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW PRIOR TO PLACEMENT IN FORM WORK. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d RAFTERS. SEE PLAN FOR SIZE. 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. RAFTER TO PLATE,TOE NAIL 3-8d UP,P's BUILT-UP CORNER STUDS 16d AT 24"oc RIDGE BOARD. SEE PLAN FOR SIZE. 461 5. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL. ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP N , i. SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN AND BOTTOM AND STAGGERED RIDGE BOARD - RAFTERS POSITIONS INDICATED. 2-20d AT ENDS AND AT FLOOR JOIST FLOOR JOIST 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE PER PLAN PER PLAN INDICATED SHALL BE: PLYWOOD: UNLESS OTHERWISE EACH SPLICE NOTED pi 31, is CONCRETE POURED AGAINST EARTH ........... CONCRETE POURED IN FORMS, BUT PLYWOOD FLOOR SHEATHING SIMPSON JOIST HANGER EXPOSED TO EARTH OR WEATHER: 3/4"TONGUE AND GROOVE 8d x AT EACH JOIST a. BARS#5 AND SMALLER 1-1/2" EACH SIDE OF BEAM b. BARS LARGER THAN #5 2" ROOF SHEATHING 5/8" 8d GRAY RESIDENCE SUPPORTING 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE, WALL SHEATHING- PER SHEARWALL NOTES BEAM PER PLAN 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR ENGINEER'S REVIEW PRIOR TO SCHEDULED DELIVERY AND PLACEMENT OF CONCRETE. NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. ROOF RIDGE BOARD DETAIL FLUSH FRAME BEAM/JOIST LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS, COMMON WIRE NAIL DIAMETERS FOX AVENUE MASONRY 6d 0.113" 0. 1. ALL MASONRY WORK SHALL CONFORM TO THE MASONRY SOCIETY 8d 0.131 FISHERS ISLAND, NY 402-2016 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 10d 0.148" r. 2. CONCRETE MASONRY UNITS, HOLLOW CORE, CONFORM TO ASTM C90 12d 0.148" WITH SPECIFIED COMPRESSIVE STRENGTH OF 2,000 PSI. 16d 0.162" 3. ALL MORTAR SHALL BE TYPE S. 20d 0.192" PLACE ANCHOR BOLT 4. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT. 5/8" DIA.ANCHOR AT CENTERLINE OF PLATE CONTIPT 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. BOLT WITH LEDGER T'x3"x.229" 6. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE PERMIT SET USING LOW LIFT GROUTING TECHNIQUES. CLEAN-OUTS SHALL BE JOIST ------------ PLATE WASHERS PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING U.N.O. HANGER REINFORCING. ...........f 7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED LEDGE L U) ...... . .... yj OR PLASTIC BAR POSITIONERS. SCREWS 8"oc N 8. VERTICAL BAR#4 AROUND WALL OPENINGS. STAGGERED 9. ALL MASONRY WORK SHALL BE PLACED IN RUNNING BOND. 2 ROWS TOP & X" 10. GROUT PER ASTM C476. BOTTOM .......... DE ISCKT GENERAL NOTES & JO ------- SOLID BLOCK BETWEEN ------- TYPICAL DETAILS JOISTS AT DECK TIE ROOF RAFTERS i LOCATION PER PLAN ----------------------------------- CONT RIM BOARD SIMPSON DTT1Z MODEL MINIMUM OF 2 BOLTS PER 4 MIN. REQUIRED PER PLATE 3" MIN. OR WALL STUDS FLOOR JOIST- IF APPLICABLE DECK/PORCH EVENLY SEE PLAN DISTRIBUTED ALONG THE THREADPENETRATION SCALE: As indicated LENGTH OF DECK/PORCH. 1 TIE WITHIN 2 FEET OF EACH PROJECT NUMBER: P: 20240 END OF DECK/PORCH. SIMPSON H2A TYPICAL ANCHOR BOLT DETAIL DATE: MAY 20, 2021 HURRICANE CLIP NOTES: l' DRAWN BY: RLB EACH RAFTER TO INSTALL PER MANUFACTURER'S WALL STUD (ALIGN) REQUIREMENTS 1 PROVIDE MINIMUM 12" EMBEDMENT. CHECKED BY: CCB 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11/16". RAFTER TO WALL CONNECTION 3. SINGLE SPLICE PLATE TIED WITH SIMPSON ST6224 STRAP. TYP. DETAIL 4. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. RAFTER TO WALL CONNECTION QQl_LEDGER & DECK TIE DTT1Z FOUNDATION ANCHOR BOLTS S Imu 3/411 v 1 1-011 .d.3 lcr F:NY Al ,I n 11'.,202�l eras I A`.&. Ro 10) Consulting Engineers, PLI ON POS'F ROAD 1358 BOSI POST OFFICE BOX 802 CDIL[D SAYBRC�KDK CONNECTICUT 06475 PHONE: 860 388 1224 GNCBENGINEERS.COM ........... BOTTOM OF FTG- PIERS R, ELEVATION 410 5/8" WITH RESPECT TO REFERENCE DATUM 0'-0" TYP. 10'-6" No. DESCRIPTION DATE ISSUED DRAWINGS 9'-1 1/2" 7 1/2" 9._1111 DOWEL INTO CONC PIER 11-01. EXG FOUNDATION x V-6" 7t WALL NOTES: 3 FTx 3 FT ---------- -------\ x1FTCONC coFTG --------- ........... ------ ------ 0 ----- � -------------------------------------- ................................. ..........................................x 6" -------------------------- V-6" 6- 3 x x ------------ BOTTOM OF FTG ELEV C, AT CMU WALL WITH RESPECT TO REFERENCE DATUM -6-8.75" - -- --------- ----- -------------- - CONC PIER ---------------------__--- ---------- 1'-0" x 1'-0" 2 FTx 2 FT c� x1FTCONC cl) EXG FOUNDATION CONT CONC FTG FTG TO REMAIN TO A-3-VE REINF W/ F 10" CONCRETE MASONR),' SUPPORT NEW POSTSI 245 BARS BOTTOM -------------------- - ---------- UNIT(CMU) L -1 FOUNDATION REINFORCE WITH DEMO EXG INTERIOR SHEAR WALL ABOVE #4 BAR VERTICAL FOUNDATION DOWELS + STD HOOK 8"CONCRETE AT 24"oc+ CORNERS MASONRY UNIT(CMU) FOUNDATION AT CENTERLINE OF WALL! VAPOR RETARDER REINFORCE 244 BARS HORIZ PER ARCHITECT SIMILAR TO 10" CMU AT TOP OF WALL ................ cli NO CONCRETE SLAB BOND BEAM BLOCK HORIZ JOINT REINF AT EACH COURSE f NEW), SOLID GROUT WALL 1/4"A 9 5/8" 1/4" FOOTING CONC PIER PROJECTION 11-01, 11 2 FT WIDE x 1 FT DEEP fl, x -011 CONCRETE FOOTING 12 x 12 SQ. PIER 2 FTx 2 FT Z-O" x1FTCONC REINF WITH I CONC PIER REINF CONC FTG 2 FT SO. CONC FTG —7 11-01, x 11-01, BARS FT 245 BARS BOTTOM WITH 345 BA CONTINUOUS 2 FT ON EACH WAY BOTTOM EXG CF"Av`V111 SPAGE EEXG F 7 Fx I FT REINF CONC PIER 3" CLEAR COVER 2 F7 L _j BOTTOM OF FOOTING cot WITH 145 VERTICAL co ;T BAR AT CENTERLINE AT 3 FT BELOW ADJACENI FIN. GRADE, MIN. + STD HOOK INTO FTG 7'1/2" 0? T T T 77 m TYP.TYP. GRAY RESIDENCE co DOWEL ............................. CONFIWA. ["".XG 1`01UN0A:Ti0r-,,1 ALIGN INSIDE FACE 1 2 FT WIDE x 1 FT DEEP 9'-11 3/8" VJAIA. AND FOOTIN-,�,',S OF STUD WALL AND CONCRETE FOOTING 00 V.1.F. INSIDE FACE OF REINF WITH .......... CONC PIER ------------------------ DEMO EXG FOUNDATION LO CMU FOUNDATION 245 BARS BOTTOM 4'-0" V-0" x V-6" 1 '40; WALL,AT BAY.. CONTINUOUS 3 FTx 3 FT REFER To OPENING 3" CLEAR COVER x1FTCONC ARCHITECT DOWEL DOWEL BOTTOM OF FOOTING d - -- — — — — — — FTG — — — — — — — co AT 3 FT BELOW ADJACENT _j ----- — — — — — — — — — — — — ....... FIN. GRADE, MIN. 00 TYP. FOX AVENUE 1114" DEMO BAY CRAWL SPACE 12-4 3/4" 12'-11 ABOVE FISHERS ISLAND, NY ------------- ------------------------------------------- ................... 60-------------------- 13'-10 3/4" Q ----------------------------------------------------------------------------------------------------------------------------------------------------------------- r I? �Al LJ .....�. M7 -7 5/8" 8"CONCRETE CONC PIER CONC PIER MASONRY UNIT(CMU) V-0" x V-0" 10'-2" V-0" x V-0" FOUNDATION 2 FTx 2 FT 2 FTx 2 FT 3'-3 7/8" 4'-8 1/2" 3'-3 7/8" Z-4 318" 1z REINFORCE PERMIT SET xIFTCONC x1 FT CONC SIMILAR TO 10"CMU FTG FTG 1 V-4 1/4" --------_-_-------___--___---- -------------------------------------- CONFIRM DIMENSIONS WITH ARCHITECT FOUNDATION PLAN SCALE: 1/4" PROJECT NLJMBER: P: 20240 DATE: MAY 20, 2021 DRAWN BY: RLB CHECKED BY: CCB D NEW �u;-r,S�*1;01OR f- ............... .............. SHEAR WALL NOTES (PRELIMINARY INFORMATION) 1 SHEAR WALL LOCATIONS ARE NOTED ON PLAN S11.2 INDICATED BY S.W. 2. SIMPSON HOLDOWNS AT EACH END OF SHEAR WALL PANEL. Consulting Engineers, RC: HDU8 WITH 7/8" BOLT INTO FOUNDATION. 3. SIMPSON SET EPDXY TIE ADHESIVE FOR HOLDOWN ANCHORS EMBEDDED INTO FOUNDATION. 1358 BOSTON POST ROAD 4. EMBED 7/8" DIA ANCHOR 15" MIN. INTO FOUNDATION. POST OFFICE BOX 802 5. NOTE MINIMUM WOOD MEMBER THICKNESS (CHORD)AT SHEAR C)LE:) SAYBR(D(::)K WALL PANEL ENDS. USE SOLID WOOD 6x6 POST AT EACH SHEAR WALL PANEL END. SEE SHEAR WALL PLAN. CONNECTICUT 06475 6. PLYWOOD SHEATHING 15/32"(1/2") PHONE: 860 388 1224 NAILED WITH 10d (COMMON WIRE NAIL SIZE) GNCBENGINEERS.COM AT 4"oc AT PANEL EDGES AND 4"oc AT FIELD NAILING TO INTERMEDIATE STUDS. 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO MATCH FRAMING. 9. IF SHEATHING IS INSTALLED ON BOTH SIDES OF SHEAR WALL, OFFSET VERTICAL PANEL EDGES TO FALL ON DIFFERENT FRAMING MEMBERS. 10. INSTALL HARDWARE PER MANUFACTURER'S RECOMMENDATIONS. S.W. INDICATES SHEAR WALL ---------- REFER TO SHEAR WALL NOTES 4x6 4x4 4x4 4x4 6x6 S.W. S.W. DESCRIPTION DATE Ltpt Y-2-E ..............777�� ....................... OU", z ISSUED DRAWINGS DECK SEE TYP DTTZ SIMPSON DECK TIE DETAILS =TIES PER TYPICAL= DTTl Z DETAIL 4x4 A 4 ------- ------ ------ NOTES: kj 0 '4 '0 f= r II I 5 1/4" SQ 55 III 4x4 PSL POST DECK PSL POST TIE r11./PSL POST, ............ ......................................... ... ........................................ 77*74— 44 IPE DECKING --------- ------ ELEV. " II II II DN - REFERENCE DATUM =TOPOFPLWOOD o < III 4x4--- I 3/4"T&G PLYWOOD ` LU =FLOOR SHEATHING, TYP > LD Ix NEW WALL <0 CONFIGURATION 2x10 PT < m Uj LU 0 J < PER ARCHITECT 2xio 16"oc IIII U) 16"oc x < M Uj w 0 M 0 1! co DECK Uj I TIE l 0 z L<ji lc� L m 2x10 PT 2x1000NT CONT LEDGER RIM BOARD— x SEE TYP DETAIL ............ • .......... PK� ------ ------ of op < .............. =Ax" — — — — — — LD II l < LIJ W E)�,I N"2' gg ��'..................... EXISTI�-,�'G L c) 7 4x6 /4x6 x "yqJ, x4 1 1 6x6 4 A DECK '-4x 2xlO PT CONT S.W. 41rl I' DEC" K_' I. TIES 11 1 11 11 LEDGER 11 11 1 00 TIE11 x., 7 C? a_ :::11 INFILL WALL TO MATCH EXG 0 V, O A ALIGN INSIDE FACE OF FOUNDATION -A x Q0 HIM- WALL AND INSIDE FACE OF 44 46 GRAY RESIDENCE I II I II II II IISTUD WALL PER ARCHITECT 44 x DEMO EXG WALL AT NEW BAY TT 1111�1111�1 , .............. ........ n (4)2x10 PT BEAM \4x4 11 11 11 11 11441 VERIFY LOCATION 3/4" PLYWOOD FLOOR CONT. IN FIELD IIIII11 111PE DECKING DEMO EXG SHEATHING I II II 3SUPPORT FOR PER ARCHITECTIII BAY EXG HIP x4II II it II II 4xj /17 x zo U__ _jL _U L_ MIN. SIDE (4)2x1 0 PT BEAM COVER AT POST BASE FOX AVENUE TYP. FISHERS ISLAND, NY ........... -------------------------------------------------------------------------------------------------------------------- PERMIT SET FIRST FLOOR. FRAMING PLAN .... ..... . . .... .......... .... .... ..... indicatedSCALE: A, PROJECT NLIMBFR: P: 20240 DATE: MAY420, 2021 DR-AWN BY: RLB CHECKED BY: CCB A A.A an-ML— 0:0 REGO Consulting Engineers, RC, 1358 BOSTON POST ROAD POST OFFICE BOX 802 (DLE:) SAY B RC)(DK CONNECTICUT 06475 PHONE: 860 388 1224 GNCBENGINEERS.COM No. DESCRIPTION DATE ISSUED DRAWINGS ... ............... .77-NOTES: 4x6 POST BELOW 6x6 POSTS BELOW HIP BEAM (2) 1 31,10 1/4 -VL .......... .............. .......... .......... .......... ...... ........... ......... ............. ....... 4-- ........... ........... ........................... F 4x 4x4 44 XG W)I' AILL EXISTIN('� POSTS BELOW I: POST BELOW "S R' s HD d < cq LU co q .............. ujl� U) 1 ) 5 POST ON HDR, F L F" 0 1 7�1 1 `111j�`�' SIFAIF-'. 04 BELOW HIP I 1�- I • -, Z Z,), 1 NG2x" 7t co RECONFIGURE D Uj — — — — — — — — 4 POST BELOW —00 — — — �A INTERIOR BATHROOM x E. HDR ................... SLOPEABLE/SKEWABLE ................. ....... WALLS PER ARCHITECT I PSL POST BLW !l co 5 11'" BLW —RAFTER HANGER—- T-C, PSL ...................... cr TO HIP BEAM,TYP. 0 IS ..... ...... ..........00 4 ........ ... 7/8 ........................................... (3) 1 3/4"x 1 T i 51 " S 1�:Dii jTLVL BEAM d 44 BELOW N POSTS OS BELGW .................................................. 11 r ENING 2:12 ROOF RAFTERS 2XI0 @ 16"oc = = — =� i, e� ............................ ......... x 2 > 2x8 CEILING JOISTS lit 7T t U<J7 CO M rD R> NSW = IT- ........... ..................... CANTILEVER P N:N!,..; 14- NEW PORCH RAFT ERS OVER NEW WOOD STUD I cy) ........................ WALL BELOW= 5/8" PLYWOOD ROOF U REVISE STAIR CONFIGURATION `LLJ SHEATHING f 0 (3) 1 3/4"x VERIFY EXG FRAMING IN THE FIELD 11 7/8" Uj LVL BEAM L O f 0 Z 0 is im 9" K co LU 0 ........................................ ................................... ..........------ .............. .......... r EXGBE.AR.ING ',NAL I- BiE.1.01i — 711 C\j ....... ...... ....... 44 . ...... ....... ...... ... ...... ...... V. POSTS GRAY RESIDENCE BELOW POST 6x6 C) —j — — — — — — —ON HDR 5 1/4" SQ PSL POST BELOW ... ...... ...... ... ...... .... 4x6 x4 .... ....... ...... ....... ...... ...... ...... ...... ...... ...... ...... ....... .... ...... ...... ..... -- ---j— POSTS POST ............ BLW At..LS;-,. EXG ROOF RAFTERS CUT BACK AS REQUIRED -,-3 EG D,\ID Fl.00 R IV ............................. IT k� I- .. -.. I --VEL SHOWN............................ .. .... LF 2xl ENCE FOR REFE� 0 LEDGER EXG WALL DEMO'D AT NEW BAY 0) co ATDORMER FOXAVENUE x NEW LVL HDR .4; FISHERS ISLAND, NY POST 4x4----—---- JI BELOW ----------- LVL HDR— H II li \4K& I 34'x 9 1/4"IVL 1 3/49 114 L II II 11 ENTRANCE PCRC 4 0) U i, U ,, \\ i co ; xj H ROOF RAFTEFS 4)(4 VERIFY IN FIELD co co 2x8 @ 16'0c i--7��4x�6 POST BELOW Il 11 6 POST SUPPORT i 5:1211 II FLAT CEILING AT NEW HIP BEAM A BELOW EXG HIP 4x4— -4 11- 4L 4 - 11-- BAY TO MATCH EXG BEDROOM PERMIT SET 4x4 (2)2x6 HDR POST POST Ij [1(2) 111 114)k`1 11�VL CEILING HEIGHT BELOW BELOW 2x8 @ 16"oc A ------------ 5/8" PLYWOOD 5/8" PLYWOOD ROOF/ ROOF SHEATHING SHEATHING SECOND FLOOR/ROOF FRAMING PLAN w SCALE: 1/4" 1'-0" PROJECT NI-JMBFR: P: 20240 DATE: MAY 20, 2021 SECOND FLOOR FRAMING PLAN -114- V-0i" DRAWN BY: RLB CHECKED BY: CCB [44 4X4 r,4