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HomeMy WebLinkAbout17720-Z �� , � -� GENERAL NOTES � 7 1. The contractor shall furnish and install all items unless otherwise noted. 2. The contractor shall verify all dimensions and n �3 job conditions. All discrepancies shall be U (s/ brought to the attention of the architect. The contractor shall be solely responsible for visiting the job site and obtaining all correct information for the completion of the contract. O a. All dimensions locating exterior walls are to outside face of stud unless noted otherwise. b. Dimensions locating interior walls are to rough framing or centerline of rough opening unless noted otherwise. <:,~ 3. In the event that certain details of the construction are not fully shown or noted on the drawings or called for in the specifications, their SITE construction shall be of the same size and character as for similar conditions which are shown or noted. 4. The contractor agrees to assume sole and complete responsibility for job site conditions O during the course of construction of this project, ' including safety of all persons and property. This requirement shall apply continuously and shall not be limited to normal working hours. The contractor further agrees to defend, D indemnify and hold design professional harmless from all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of the design professional.-SEE t'AP INSET A'SOVE Only working drawings stamped "Issued for Construction" are permitted to be used for d o construction of this project. All other drawings c� are obsolete and are not permitted on the job site. Contractors using incorrect drawings are a solely responsible for all work not performed in accordance with the drawings issued for a construction. 6. Manufacturers installation instructions for all Permit Amendment products shall be kept on site by the contractor for use by the owner. Add R-Values to Set - See Drawing 2/A2.0 7. Contractor shall provide all tools, materials, labor FISHERS ISLAND and equipment necessary to provide a complete installation of the work described in these drawings. 8. Drawings are not to be scaled in the field. ZONING TABLE Written dimensions take priority. Zone R-40 9. General contractor and all sub-contractors shall Actual Lot Size 0.59 acres 25,700 sq.ft. e familiar with all drawings for project. O Information for all trades appears on sheets. Conforming Lot? No PROPOSED NEW s Additions to the Walker Residence10.sam Fitzgerald Architect, Pal (SFAPC) shall Coastal Wetlands? No ONE-STORY ADDITION retain all copyrights, and all statutory and Freshwater Wetlands? No common law rights with regard to these plans GREENHOUSE OUSE S,SS E EXISTING \ and the building design depicted in therein. Any Meets Skyplane? Yes / STRUCTURE \ reproduction, change or assignment to a third party shall not occur without first obtaining the In Flood Zone? No \ � i consent of SFAPC. Ordinance Existing Proposed 3o7 P 11 1 J_W� R ad �o SHED Front Yard Setback 40' 55.5' 49.75' / EXISTING ONE-STORY FRAME SINGLE � A�o�7�T North Side Yard Setback 15' 20.75' No Change FAMILY RESIDENCE � � \��.tn rat ri r �a South Side Yard Setback 20 77.75 65 \ / / F 'Ishers r �',v, , �Q�^� Sam Fitzgerald Architect PC Rear Yard Setback 50' 41.25' No Change 0 / PROPOSED NEW Stories 2 1/2 1 No Change / SCREENED PORCH EXISTING DECK TO REMAIN 19 40 0?93 C�� 15 E. Putnam Ave., #234 Greenwich, CT 06830 Height 35 16.5 No Change 860.287.3808 Maximum Building Col/erage 20% 9.3% 10% / Gross Floor Area 3,930 sq. ft. 2,052 sq. ft. 2,383 sq. ft. / EMOVE PORTION infoC�samfitzgeraldarchitects.com SCTM# 1000 -- 6 -- 6 -- 13 OF EXISTING DECK / Q / IN AREA OF / PROPOSED SCREENED PORCH / DRAWING REVISIONS PY LE ROAD SCOPE OF WORK PROJECT DIRECTORY / 1. Remove existing greenhouse OWNER: : 2. Construct new one-story frame addition In place of greenhouse. ARCHITECT. o� \ / 9'Qp 3. Remove portion of existing rear deck. Margaret McMillen 2012 Trust Samuel Fitzgerald DRAWING ISSUE 4. Construct new screened porch addition in area of existing deck. 40 Field Point Cir. Sam Fitzgerald Architect, PC 1 09/30/25 PERMIT Greenwich, CT 06830 15 E. Putnam Avenue 2 11/25/25 PERMITAMENDMENT Greenwich, CT 06830 (860) 287-3808 CONTRACTOR: ENGINEER: c/o Owner Permit drawings for the AREA OF PROPOSED NEW SHEET INDEX = ADDITIONS _ WALKER RESIDENCE A0.0 SITE PLAN;PROJECT INFO; GENERAL NOTES 367 Pyle Road, Fishers Island, NY A1.0 DEMOLITION AND PROPOSED FLOOR PLANS EXISTING TO REMAIN I hereby certify that these plans were prepared under my direction and to the best Sheet Title 0 A2.0 EXTERIOR ELEVATIONS;SECTIONS of my knowledge and belief conform to the applicable Building Codes and Ordinances. SITE PLAN & PROJECT INFO ' 2 S1.0 STRUCTURAL PLANS Date 11/25/25 SITE PLAN Project 1 AO * O 60-000 SCALE: 1/16" = 1'-0" Samuel W. Fitzgerald Date Scale AS NOTED NY License#029399-1 I " CONC. BLOCK FOUNDATION WALL, CELLS GROUTED SOLID. 18'-0" 18'-0" I T-10" T-10" r —————————————— ————————————————————————————— ——————-——————————————————— O O O I I I I I I I WINDOW I WINDOW I WINDOW I I I I I I 1 I I I I I I S1.0 i i 2 J 2 Ruhr NEW ROOM A2.0 Im ml IIII IIII � � � � 101 I z EMOVE EXISTING GREENHOUSE IN ITS ENTIRETY, o CRAWLSPACE O O IIII IIII i � I I q a A A IIII IIII I I INCLUDING FOUNDATION.PREP FOR NEW ADDITION AT r I I I z SAME ELEVATION AS EXISTING HOUSE. =o 4" CONC. SLAB W/6 x 6 x 10 GA. WWF OVER 6 MIL WINDOW WINDOW IIII GREENHOUSE VAPOR BARRIER OVER 6"WELL COMPACTED FILL IIII 101 IIII i i i (�NEW DOORS i &DINING ROOM a UJ 6r, I I I I UJ d I I I I EXISTING DOOR AND STEPIIIFEMOVE _-- IIII i i s" NEW soxBo IIII IIII J L---------------------------------------------------------------1 L----------- DOOR PAIR I I , i I I it- ---------------------------------------------------------------------------------- I I ----------------J �----' ' I l I I I I l I l I i I l I I I I I I I l KITC KITCHEN I I F 103 I � I , I , I I �u1) ARCM ---- ! DINING ROOM ----------------------- ------------------------------i i ,� • ' ,�� !i��3 a DINING ROOM (p a I 102 sT 102 i EXISTING CRAWLSPACE q . , (NO WORK) o ar �1 , I —..- ------------------------------ ----------------------------- I ------------------------------ I , ----------------------------- I I l , I I I 9 30 I I I I , I , I I I , I , I , I , AREA OF WORK I , I , I , LIVING ROOM LIVING ROOM I , 106 � 106 I � I l I I I I I I I l I I I I Sam Fitzgerald Architect, PC I I I I I I I I I I 15 E. Putnam Ave.,#234 L---------- Greenwich, CT 06830 ----------------------------------------------------------------- 1 i 860.287.3808 I info@samfitzgeraldarchitects.com I II I I LJ L------ 6, EW60x80 EMOVE EXISTING DOOR UNIT,PREP FOR NEW SLIDING DOOR DOOR IN NEW OPENING. i UNIT L----------- DRAWING REVISIONS II I II I ice\ o0 0o ----------REMOVE PORTION OF EXISTING DECK.PREP FOR NEW oO 91/4" O° SCREENED PORCH.ADEQUATELY SHORE REMAINING I I I DECK AS REQUIRED. DECK A2.0 4 SCREENED 1 A2.0 DRAWING ISSUE PORCH 1 09/30/25 PERMIT I�L ------------------ -------------_-- % i l i ❑ l 2 11/25/25 PERMITAMENDMENT L "CONC.SONOTUBES ON BF-24 POSTS POSTS -- FOOTING BY BIGFOOT MIN.42" -- BELOW NATURAL GRADE OVER 8" LAYER OF CLASS A GRAVEL LEVEL AND COMPACTED BY HAND. 0 0 4 En in in Permit drawings for the POSTS WALKER RESIDENCE ElI I ❑ I I _ �� �� 367 Pyle Road, Fishers Island, NY 4" 8'-91/4" 8'-91/4" 4" 8'-91/4" 8'-91/4" Sheet Title POSTS I POSTS POSTS�l FLOOR PLANS 18'-21/2" PROPOSED DEMOLITION PLAN PROPOSED FOUNDATION PLAN PROPOSED FLOOR PLAN Date 11/25/25 3 SCALE: 3(8" = 1'-0" 2 SCALE: 3/8" = V-0" SCALE: 3/8" = V-0" 60-000 Project Al • 0 Scale AS NOTED OIL T/TOP PLATE — ELEV.8--0" -- El D LT © [E] _ OIL T I FINISH FLOOR ELEV.0'-0" — B/FOOTING -- — — — - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - � — — — � . .�. . � � . .u. . � — OL ELEV. MIN,4-6"BELOW GRADE PROPOSED NORTH ELEVATION PROPOSED WEST ELEVATION 6 SCALE: 1/4" _ 'I'-0" � SCALE: 1l4" = 1'-0" 1-.100 OIL T/TOP PLATE — ELEV.8--W Ll i ! it T I FINISH FLOOR _ ELEV.04" R R R R R B/FOOTING — ELEV. MIN.-3'-6"BELOW GRADE )_PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ROOF CONSTRUCTION -ROOFING PER MATERIAL SCHEDULE AREA O F WORK -ICE&WATER SHIELD ON ENTIRE ROOF MATCH EXISTING ROOF CONSTRUCTION MATCH EXISTING -30 LB.FELT 3/4"CDX PLYWOOD -ROOFING PER MATERIAL SCHEDULE -2x10's @ 16"O.C. -ICE&WATER SHIELD ONENTIRE ROOF - -491ULATION -30 LB,FELT R INSULATION - -49 INS WALLBOARD FOR PAINT -3/4"CDX PLYWOOD WINDOW AND DOOR SCHEDULE 0 -2x8's @ 16"O.C. Manufacturer:Andersen Frames:Impact rated 2x6 COLLAR TIES @ 48"O.C. Material;Vinyl clad exterior;vinyl clad interior ------- 2x6 COLLAR TIES @48"O.C. Jamb thickness:4-9/16".Apply extension jambs as needed. Sam Fitzgerald Architect, PC MATCH EXISTING EAV Glazing:Insulated-impact rated ----- Screens and Hardware: ------ —————— Mark Type Rough Opening Unit Size Model O/S QTY. Width Height Width Height 15 E. Putnam Ave.,#234 A Double Hung T-0 1/8" 4'-8 7/8" 2'-11 5/8" 4'-8 7/8" TW21046 2 Greenwich, CT 06830 T I TOP PLATE A — — B Double Hung 2'-21/8" 4'-8 7/8" 2'-1 5/8" 4'-8 7/8" TW2046 2 860.287.3808 ELEV.8'-0" C Picture 4'-11 13/16" 4'-8 7l8" 4'-11 5116" 4'-8 7l8" DHP41046 1 infoC�samfitzgeraldarchitects.com WINDOW AND EXTERIOR DOOR TYPES �j LU DRAWING REVISIONS WALL CONSTRUCTION Ili Z -SIDING PER MATERIAL SCHEDULE -SELF-ADHERED,VAPOR-PERMEABLE ! MEMBRANE-HENRY BLUESKIN VP160 ' � I I i i i (D I 112"CDX PLYWOOD SHEATHING __— - Z 2x6 WD.STUDS @ 16"O.C. - l R-21INSULATION ii I j 'i U) 2 GYPSUM WALLBOARD FOR PAINT X(I ! �! LLJ ! 0 DRAWING ISSUE ! I 1 09/30/25 PERMIT FLOOR CONSTRUCTION FLOOR CONSTRUCTION -FLOOR FINISH DETERMINED BY OWNER t j -P.T.2x Oi JOISTS @ 16"O.C. I' TW21046 TW2046 DHP41046 2 11/25/25 PERMIT AMENDMENT -3/4 SUBFLOOR -2x8 JOISTS @ 16"O.C. R-30INSULATION DOUBLE HUNG DOUBLE HUNG PICTURE T 1 FINISH FLOOR WINDOW WINDOW WINDOW I ELEV.0'-0" 6X6 EXISTING POST DOWN TO FOOTING.ANCHOR Permit drawings for the %I TO FOOTING WITH ABU44SS WITH "0 ANCHOR _ 9 EMBEDDED 5"INTO FOOTING AND(12)16d NAILS �' SLAB CONSTRUCTION INTO POST.ANCHOR BEAM TO POST WITH ��Q,C• NCyy EXTERIOR MATERIALS SCHEDULE I ( " BCS2-2/4SS WITH(8)10d NAILS INTO BEAM AND(6) �� \��,1n r'� r/C�o� EXTERIOR Cedar shakes to match existing WALKER RESIDENCE 4"TH.CONC.SLAB Wl6x6x1.4 WMF OVER 5 10d NAILS INTO POST, G'tl CLADDING 367 Pyle Road, Fishers Island, NY I GRAVEL BED OVER WELL-COMPACTED FILL +r v * � _ 1 z �^ EXTERIOR TRIM All to match existing in size,detailing 51.0 I 12"CONC.SONOTUBE ON BF-28 g g, I I FOOTING BY BIGFOOT MIN.42" finish,etc. Sheet Title BELOW NATURAL GRADE OVER 8" �"'•-'''' s " 9 42 ROOFING Match existing--3-tab ashphalt ELEVATIONS & SECTION S LAYER OF CLASS A GRAVEL LEVEL p J, � IAND COMPACTED BY HAND. OF N_�` ,. GUTTERS& Match existing--aluminum. See drawings this 1 DOWNSPOUTS sheet for gutter and downspout locations. B/FOOTING — — — — — FOUNDATION Exposed concrete block foundation Date p 11/25/25 `— --�� ELEV.MIN.-3'-6"BELOW GRADE w/crawl space. Project A2 * 0 60-000 SECTION THROUGH ADDITION SECTION THROUGH SCREE14ED PORCH Scale AS NOTED SCALE: 1/2" = 1'-0" I APPLICABLE CODE IS 2020 RESIDENTIAL BUILDING CODE REQUIREMENTS WIND SPEED: 140 MPH 3 SECOND GUSTS WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B MEAN ROOF HEIGHT: 14 FEET SNOW LOAD: 20 PSF 0.97 ADJUSTMENT COEFFICIENT MAXIMUM ROOF SPAN: 35'-0" STUD/RAFTER SPACING: 16" O.C. Optimal 22Y• MAX UPLIFT AT RAFTER CONNECTION: 348 LBS PER RAFTER 10 °• ALLOWABLE UPLIFT PER SDWC15600 @ RAFTER- TOP PLATE: 615 LBS o 30' ALLOWABLE UPLIFT PER SDWC15600 @ STUD - TOP PLATE: 590 LBS " ° • ° ALLOWABLE UPLIFT PER SDWC15600 @ STUD - BOT PLATE: 450 LBS ALLOWABLE UPLIFT PER LTS18 @ RAFTER - 16' HEADER: 720 LBS ALLOWABLE UPLIFT PER CS14 W/ (26) 10d 3" nails @ STUD - 16' HEADER: 2,490 LBS REQ. 2,088 ALLOWABLE UPLIFT PER CS14 STRAP -OR- DTT2Z @ 16' DOOR STUD - STUD BELOW: 1,825 LBS REQ. 1,504 (2)DTT2Z TIES WITH(8)SDS ALLOWABLE UPLIFT PER DTT2Z @ STUD BELOW 16' DOOR STUD TO FOUNDATION: 1,825 LBS REQ. 920 1/4"X21/2"SCREWS INTO DECK /2"MOX AND EXISTING TOGETHER WITH STANDARD REQUIREMENTS: AND TIED TOGETHER WITH 1/2"O BOLT.INSTALL TIES WITHIN 2'OF SDWC15600 EACH END OF DECK LEDGER. 1. ROOF SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD 2. EXTERIOR PLYWOOD SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6" O.C.AT PANEL EDES AND 12" O.C. IN THE FIELD RAFTER TO TOP PLATE CONNECTION, 3. STRAP RAFTERS WITH COLLAR TIES WITH (4) 10d COMMON NAILS PER RAFTER K-TO-HOUSE CONNECTION TYP. ALL RAFTERS (not at new 16' header) 4. SEE NOTES ON DRAWINGS FOR ADDITIONAL REQUIREMENTS, )_ DEC SCALE: 1" = 1'-0" Optimal 22Y' 10• 0' HTT4 WITH (18) SD #10 X 1%" INTO 30• 2X6 STUD AT BUILDING CORNERS 0 ANCHOR IN SIMPSON STRONG-TIE SET EPDXY ADHESIVE, HTT4 EMBED MIN. 10%" INTO CONC. ° HTT4 HOLD-DOW - - -- - ------ -------- TT4 HOLD- - - - - - - DOWN SDWC15600 I lI � I, ily � j I I II I III I I II DOUBLE TOP PLATE TO STUD CONNECTION u I I II III I I , I 2x6 COLLAR TIES I , ' @ 48"O.C. I � I, � � I 2" 0 DOUBLE ZINC 2x10's @ 16"O.C. 1..1 COATED ANCHOR BOLTS x " 1 _ 1 N Bottom plate ; I WITH 3 x 3n x/n WASHER ,I @ 48" O.C., AND 12" MAX II �I I ' I FROM EACH CORNER AND II HTT4 Subfloor I I �•o I'I HOLD-DOW r' TT4 HOLD :.;; : END OF EACH PIECE OF - - - - - - D OWN - MUD SILL. 7" MIN. DEPTH SDWC15600 at single I ; OF ANCHOR BOLTS INTO o bottom plate over17 CONCRETE. Z wood floor LU RIM joist / Blocking #5 Rebar I o0 I �• • • Cr�inJ Z STUD TO BOTTOM PLATE CONNECTION JACK STUD TO FOUNDATION AND MUDSILL TO FOUNDATION CONNECTION U_ OlL T/FIRST FLOOR FINISHED FLOOR _ _ � `0\I FI e,r�p� Sam Fitzgerald Architect, PC ELEV.0'-0" �'� { ii r jrt j a 15 E. Putnam Ave.,#234 Greenwich, CT 06830 1/2'DIA.STEEL ANCHOR BOLTS �'T� �0.02�°' O� 860.287.3808 6'-0"O.C.,AND 12"MAX FROM 0 EACH CORNER AND END OF EACH 9 I I 0 @ OF N '' info@fitz eraldarchitects.com , ,._ „h III --.....- sam c� PIECE OF MUD SILL,7"MIN.DEPTH OF ANCHOR BOLTS INTO CONCRETE. I v, I i X w FINISHED GRADE VARIESO 0 I 4 I DRAWING REVISIONS s S1.0 _ II — - I I=1 11=1 11=1 I1=1 I I 1=111=111=I I I—I I I—I 15111=I I I - - - - III I IIII 111I I I�III III1� 11=1I11=1 I I I ROVER _ _ C SLABW/6x61 SHEET DRAIN OVER 1I I I1 III= I 1—I I-- =III=III I I 5o"VTARMPED FINE GRAVER EGA �- 6 MIL VAPOR OVER DAMP PROOFING .III-1 I I-1 I I II I l l I I I I I I I I I I I I I I I I I I I II I I I I I 1=1 I M 11=1 11=1 I M 11=1 I I=1 I I I I I I 1=1 11_I 11=1 11-1 I I—I 11—I 11=1 I l 4"PERFORATED DRAINPIPE 1=1I11=1 11-1 I I-1 11=1 11-1 11—I I I I _ WITH HOLES ORIENTED UP. -1 11=111E111E111911—III—III- 1-III=III=III—III—III=IIIII I SLOPE TO STORM PIPE. I —III—III-1—I I DRAWING ISSUE IIIIIIIII — 1 I I=III=III=III= 5 BARS VERT,@ 48" 2x8's @ 16"O.C. o 0 1=11- 1 — =I I =111=11 I I = - = 1 09/30/25 PERMIT x x SLOPE TOP OF FOOTING co _---- _ _ _ _ 2 11/25/25 PERMITAMENDMENT WITH MORTAR. - — — I I ='III—I 11-111— - I-111—I 11—I 11 II1=1 I f=111-1 1-1 1 , TIES @ 48"O.C. o 'II1-111—I 1 I 1 I I 1=1 11-1 I F x 1-111—III— (1 I I FE_ _ _-10"CONCRETE BLOCK.ALL CELLS 3/4"MIN.DIA.RIVER ROCK =III=III •I I I=III— 1-1 I I—_I I I— GROUTED SOLID,#5 BARS TOP& ~ AROUND DRAIN PIPE WITH 1—III—I I — I = —III—I�I BOTTOM. 18"MIN.COVER EACH SIDE). =III=III 118 _ I— INSTALL FILTER FABRIC 1=111=1 4�� 8�� 4 5 J i i=1 11 BEFORE BACKFILL. _—_ 8 I III=111- U o 0 1—III—I I- 11—III=1 B/FOOTING =III=III 111 1=r1= Permit drawings for the N N — �, N ELEV.VARIES MIN.42"BELOW GRADE =111=111= I 20"x10"CONTINUOUS CONCRETE FOOTING.PROVIDE(2)#4 BARS, WALKER RESIDENCE il: 1-111EIII-11=11 —I 11 a ` III—I(1 -111-1 I I—I 1 I-11-11 I-1— ONE ON EACH SIDE OF FOOTING. 367 Pyle Road, Fishers Island, NY (2)2 x 10's (2)2 x 10's III—I_I I 111I1�1111111111111i111I II111111111111111111111111111111111111 IIIIIIIIIIII11111 NDISTURBED VIRGIN SOIL sheet Title STRUCTURAL DRAWINGS PROPOSED ROOF FRAMING PLAN PROPOSED FLOOR FRAMING PLAN FOUNDATION DETAIL Date 11/25/25 C3) SCALE: 1/4 - 1 -0 SCALE: - 1 0 SCALE: 1" - 1 0 60-000 I. _ r ,r r, _ , „ ,r _ I ,r S100 Project Scale AS NOTED I ;