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HomeMy WebLinkAbout39627-Z GENERAL NOTES 1. The contractor shall furnish ane Install all Items unless G. Only working drawings Stempel "Issued for Construction' are Z otherivlse noted. pmtitld to be used for construction of this project. All other 2. The esntractor shall verity all dimensions and job conditions. drawings arc obsolete and am net permitted on 9m job site All discrepancies shall be brought to the attention of the Contnactena using interact drawings am solely rospensli le architect. The contractor shall be solely responsible for for all work not performed in secondaries with the drawings visiting the job site and obtaining all correct information for issued for oonstructlon. the oompletten of the wnbact. 7. Manufacturers installation instructions for all products shall be a. All dimensions locating exterior walls arc it outside kept on site by the wntmcter for use by the ewcer. face of framing unless noted othorwisa 4. Contractor shall provide all tools, materials, labor and Is Dimensions locating interior walls am to rough framing equipment necessary to provide a complete installation of the or centedines of finished openings unless noted work described in these drawings. otherwise. 9. Drawings am not to be spice in the field Written dimensions 3. In the event that eertain details of the construction am not take priority. fully shown or noted on the drawings or celled for in the 10. General sentraclar and all subwntraclers shall be familiar specifications, their construction shall be of the same size with all drawings for prated. Information for all trades and character as for similar wnditiens which am shown or popoana on sheet. noted 11 Sam FlkgeMd Architect PC shall retain all copyrights, and 4. The contractor agrees to assume sole and complete all statutory and tommen law rghto with regard to these responsibility for lob site oonditions during the course of ptorLs and the building design depleted in 9mroin. Any construction of this project, Including safety of all persons rgidductlen, change or assignment to • thind party shall net and property. This requirement shall apply continuously and occur without first obtaining the sonsent of Sam Fllyerald shall not be limited to normal working hours. The contractor Architect PC. further agrees to dNend, indemnify and hold design 12 Owner-provided items (installed by contractor) am the professional harmless from all liability, mal or alleged, In following: connection with the performance of work on this pmjod, a. Detonative light fixtures not listed in Electrical Notes. excepting liability arising from the sole negligenee of the b. Items from existing house to be salvaged for muse. design professional. 5. Tho architect preparing burse plans will net be responsible y= � • for, or liable for, unauthorized changes to or use of mese plans All changes to the plans must be in writing and must -={`5 be approved by the preporer of these plans. - R y t— � "` Addition to the Bingham Residence aw R 3973 Central Avenue Fishers island , NY FISHERS ISLANF) _OUNC f PROJECTSHEET INDEX Sam Fitzgerald Arehihcq Pc DIRECTORY TOp OF MNK n�a TPessosEt EuoR rlAxs room _ - GENERAL NOTES -- OWNER: Richard 9 Wendy Bingham ARI PROPOSED EXT ELEVAnONS{'MNMSWME 15E Putnam Ave,Nz3l 345 Selaspray,Avenue vsuiui rifts crr.nr„a, crGAaaG Palm Beach, FL o x 33490 stINGPIANS.STnDOI SUAIM W 287 Size _--_— LLUFF LINE —\ /_ '- ' ;�!✓��' /' - - - -_ I \\ r PROJECT ARCHITECT: DRAWING REVISIONS i, • l - _ Samuel W. Fitzgerald, AIA `l 1 15 E Pubmm Ave., #234 - - �� S� / , � qr - , '1 Greenwich, CT DOM ` , �. \ • , o}y N3 .. ` -- - h% --- (940) 297-3809 A __ —__ GENERAL RAWINGISSUE niL �` — 7 "i '; ,\ - - 1 b/15 015PERMIT /. Aa n.N l.j CONTRACTOR: 1420 The Gleaming, P.O. 447, Fishers Island, NV - - - - - - REMOVEEAISTINGSNER ` - - - -1 �� - (431) 799-7919ADDITIONTO - 11MgM — —� vw'sE w zT ` ' i tINGHAM RESIDENCE \\ 1 1 � J _ Iharaby rxxYdadraMamxne lxNrM undx mydmla aMMYx bad vii iNrF Q>.9+' d my kn \ I i1 ,� % J _ rxbasa and tolHadmn ii aPPllob Wlldinl Cela and Gamma ( 1 � ;I �?�' ' * PROJECT INFO SITE PLAN Samuel Aub"❑W � oak ZIl23IIS _ \\\s\� oF�NE� y'cy vv,5 e 1 mmW kladd AoeO mif qq ra. SCALE. 1' =11Y-0• /ml , ' Il— _ _ AS NOrD z 11S'tMIR - EIIIS'lMli 1!!llRrk r IIEMIIICk 2r-t 3l1^ AT E 2'-10314^ —_ PeeA I �WINDOW UA It DOW I �DOOR Tr ___ ____ 1003. EOEO IN 2'-10�//' 14'-0' 3'-0114" 5-2 iN'© HALL CLOSETCRAWLSPACE - _ WINDOW o DEO 4 w 08 _ 2'CONE. SW OVER{MIL VAPOR BARRIER I OVER S WELL COMPACTED FILL w TRAY CEILING I 104 / 1 3i^x DO I �WINOOW HALL - — —�—I 103 -1> SKYLIGHT ' 1, T 2 ATE p r p n3.E w 102 �DOoR 101 3rx10' § t 54 irt BATHROOM Q 13 ATE nsE ED EO 4' 14'-11N" is-r r.1n 31 li ^ I J 2T-2' ---------- AWNING Wil MOVE SINK OI WINDOW Sam Filryarall Architect, PC 3 PROPOSED FOUNDATION ELAN PRO PO18 SED FIRST FLOOR PLAN SCALE' 30' = 7'-0' L SCALE. -0' 13E n narn Ave,b234 Greenwich, CT ORION)3! NO2r) 3108 EJGSTING FIRST FLOOR FINISHED FLOOR 14'DIA GTER ANCHOR BOLTS� •r•Er,mr.a.,.u.,.l,lww� _ _ _ /'V O.C.,AND 12'MAX FROM EACH ELEV. O'-0' — CORNERNID END OF EACH PIECE OFMUDSILL 7-MIN DEPTHOF ANCHOR DOLTS INTO CONCRETE eRAWING REVISIONS TI FOUNDATION ELEV. -1'-0112' II= 1 OIIDMINeUS WATERPROOFING d Tddpppp - 1 4,a08PSlC RETEFe NMTIW, MEMIRANEOVERFWI.- - -L-� 1111111111111 1�H I -1 1 WTHI(2)N HMIZDNTAL HIHII-III-III=111=11RI I aM AU omme08 e nWOMTFa DWNMPE WIIH _ l— - VERi1G1 MRS SPACEDN'eC aRAWING ISSUE HKESORIENIED UP SLOPE TO 9� 11 =11 - II-III-II II 1 STORM PMP — 1 = Y' 2.CONC � 1 ]23/15 PERMIT - =_��_ SLOPETOP OF FOOLING WITH MORTAR 1 - 1 EMIL VAPOR WRIER MRECRY - - 3Y"MIN DIA.RNERRWKARIUND W= 1 ' INDERSW _ _ MAIN PIPE WITH II'MIN.COVER EACH Uali_ • 1 SIDE) NSTAIL FILTER F/JRIC aEFaRE SII MCIffILL - - 1D' I 5'TMPEa FMEGRAVEL D I FOOTING �� . ♦. i Y AaeRIeN» ELEV 3'4'MIN BELOWGWDE u= �11=m— 1 n —IMP-111 — RINGHAM RESIDENCE n1 - -III-III- �HvLH- -JIIJ�- �J J WELL COMPACTED PILL SnErcO nq II-III=_ - R -III=1jo - 1 = � 'E - c AA CENTRAL AVE. MMEK BLAND,MY CONTINUOUS CaNCRETE FOOTINGS =11�11lfWATAWIII-II IH IHI RIRII= 1 111�II� LITTL C" \µ14M WITH KEYWAY PMVIOE(2)N MRS, �` Wr �� s ONEONEACHSIDEOFFOGIING. N : PROPOSED FLOOR PLANS A TYPICAL FOUNDATION SECTION „e SCALE T = 1'-0' Sl • 2/23/is 47. 10 Al e0 AS NOTED WINDOW SPECS MANUFACTURER Mal r EXTERIOR FINISH WN" CIN INTERIOR FINISH Painted eyed S JAMBTHICRNESS BP1P _ MUNDNS TIP Sl �5 , yS, � GLASS InINE SOL e (R 0 411 GUZING L.E2-2T2 sil Aryan (R 0. 32%iT (R02Wr') IR O.T01/11 EXTERIOR CASINGS M. sesg. CsnbN acYr v✓ily _ �13j y5aj liesj O CUAWNINGATMarvinur szs one press AWNING CUAWN4a2B HARIWARE FINISH — D ULTIMATE leeee DUE CLAD OA DOUBLETH NG © DOUBLE HIMATE CLAD UNG ©DOUTE BLE HUNG PICTURE e e CUDH2624 CUDH2O24 CUDHRB54 i l� _ TiruTE — ELEV. — _ - L � T 'III 1' 1 , / f ® t 1 TI O - O L`. - 'IIS rI —?T7 1IfII , III ,I TI FIRST FLOOR FINISH FLOOR - f TIFWNDATION ELEV. -t'-0112' TIGNADE STEP SHINGLES AS REOD FOR RATIO ELEV VARIES '-rI1=EI1STINGGRADE II I I I I I I I I I I I I I B/FOOTING _ _ ELEV. 3'i' MIN, BELOW GRADE PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION 3 SCALE: 3h'= 7'-0 SCALE 3111" I- ' EXTERIOR MATERIAL SPECIFICATIONS Sam Fibsgerold ArohRect, PC \\ \\ 15E Plini Ave,X231 \ '\ NEW ADDITION - SIDING Cedar shingles to match existing in type, size, Greenw,ch,CT6430 \ material and exposure W"'3" m....mx.e."u..n,... NEW ADDITION - EXT.TRIM Cedar for pint M match existing TITRATE NEW ADDITION - ROOFING Now cedar shingles, TB" perfeetions, 518" butts, DRAWING REVISIONS 5" exposures NEW ADDITION -GUTTERS i 5" half nus load-coated capper, 3" iia. - - —_ A I I tl DOWNSPOUTS Awnspeuts, Isedcoabd sapper. EXISTING HOUSE-SHINGLE Repair and replace as needed © ' TOT ,I III III Ill I , SIDING LTRIM DRAWING ISSUE 2raTn5 FERMiT iTI FIRST FLOOR FINISH FLOOR 1 , I I ELEV. an _ _ TI FOUNDATION _ — — "PITON TO ELEV. -t'-0 VC I ncRADE _ BINGHAM RESIDENCE ELEV.VARIES macsxraALAvs. xsHFas suxa xr ,eats Al ,W"N rir rs_ aMr". ° e w n 1' r�- - - ;;";, '; , - - - - - - - - - - - - - - - - - — -- IT v n BIFWTING PROPOSED ELEVATIONS ( �: ELEV Tell MIN.BELOWGRAOE ,P Fv 11 311yiRF "•• P/2Y15 A2e0 rA PROPOSED WEST ELEVATION AS NOTE. SCALE: 3W= t'-0" TYPICAL ROOF CONSTRUCTION WITH 1RAY CEILING NEW ROOF HOVE BATHROOM .511P REO CEDAR SHAKES - EPOM -CEDAR BREATHER - RIGID INSULATION,TAPERED TO - ICE i WATER SHIELD 31'UP FROM SAVE DRAIN MIN Y' PER FOOT -30 US BUILDING PAPER - 11P COX MWOOD SHEATHING, j� -34' COX PYLWOOD SHEATHING, GLUED B SCREWED GLUED i SCREWED - FRAMING PER'SI.O'WITH R3/ 12 - FRAMINGPER'SlELL FO 0' INSULATITH R44ION MITINSULATION _ FRAMING CELL FOAM INTUBATION - INTERIOR FINISH PER SCHEDULE I5 \ - INTERIOR FINISH PER SCHEDULE _- 2 x GCOLLAR TIES 016"O.0 ,213 DOWN FROM NDGE ( PLATE ELEV V F-RE-DWOON-1 MTHROOM TYPICAL WALL CONSTRUCTION -SIDE WALL MATERIAL PER SPECS, SHEETA20 -HOUSE WRAP -3W COX PYLWOOD SHEATHING -2 xPS a 16'O.C. WIMIN. R-19 INSULATION -INTERIOR FINISH PER SCHEDULE I MILL FLOOR CONSTRUCTION APICAL FLOOR CONSTRUCTION - FINISH FLOOR PER SCHEDULE - FINISH FLOOR PER SCHEDULE -3N' COX PYLWOOD SHEATHING, -3W COX PYLWOOD SHEATHING, Sam Fitzgerald Arshitact, PC GLUED L SCREWED GLUED i SCREWED -FRAMING PER'Sl 0'WITH - FRAMING PER'81.9 WITH MIT INSULATION, MIN R31 MIT INSULATION, MIN, R31 15 E Putnam Ave .E23x Gnan"ah, UOM3D TI FIRST FLOCK FINISHED FLOOR _ DW 2173Rd iNHN,rnAy,r,N,Miwvw�m ELEV TI FOUNDATION _ ELEV -1'-012' TIGRADE — � �� - — — — — — — DRAWING REVKIeN$ ELEV VARIES DRAWING ISSUE 1 =V15 PERMIT II FOOTINGS ELEV 3-V MIN BELOW GRADE ADDMON TO ■INGHAM RESIDENCE 3 CEMRAL AVE., FLHEIIF OLAND, m' EnEE AACN awn w �� " PROPOSED SECTIONS PROPOSED SECTION THROUGH BEDROOM PROPOSED SECTION THROUGH BATHROOM + I 7,x3/15 2 SCALE' 3U' = 1'-0" � SCALE, 3lA"= 1'-0' \" � � A3e0 N• c753 yD� MF1a AS NOTED ti Lti�lr .s . fi 12A X 1012" LONG AT EVERY STUD AND RAFTER (16' O.C.) (NAIL TO STUD BASIC WIND SPEED 120 MIH AND RAFTER WHEN RAFTERS MAX. ROOF SPAN 12' 0" PERPENDICULAR TO WALL) STUD SPACING 16W O.C. 12.0X1-12' NAILS PER STRAP LEDGERED TO EXISTING RIM JOIST " I UPLIFT PER STUD a FOUNDATION 263 as I 1 ALLOWABLE UPLIFT LOAD _ PER CS20 WI p-101X1-ffi' FASTENERS 10301b ! ( PER H2A WI 12-81X1-120 FASTENERS 5751b _ (J SHEAR LOAD PER STUD 209 Ib ALLOWABLE SHEAR LOAD PER -TN W/ 12.0X1-10 FASTENERS 670 be i1 h ' DIRECTION FI. t - PER H2AW/ 12-1X1-112" FASTENERS 130 Ills C DIRECTION F2 3 PER F2 H2A WI 1241X7-12" FASTENERS 551Bs g 'r.JN SIMPSON -TP/ AT IV O.C. z rq ON €.. _ 12.0X7.12' FASTENERS — % Q CS20 X 29' LONG WRAPPED P,t L UNDER SILL PLATE AT ENDS OF . is WALL, EVERY N"0 C AND BEAM AND JOISTS ARE ON THE 1w y�V EACH SIDE OF OPENING IN SAME PIME,JOISTARE "wrt)� WALL (WINDOWAOOR) SECURED BY JOIST HANGERS _ _ 3-12'xL12" ML -7 1% -1 ' NAIL IEPSTRAP 112"x5-12' ML 2X1 PT SILL PLATE Y2" DIA DOUBLE ZINC COATED BEAM BEARING TO BE VERIFIED ANCHOR BOLTS WITH 3"x 3'x DURING CONSTRUCTION C1 Gi C1 &WASHER l N' O.C.,AND 12" FROM MAX FROM EACH CORNER AND FROM ABOVE END OF EACH PIECE OF MUD ISILL 7" MIN DEPTH OF ABOVE ANCHOR BOLTS INTO C EXISTING FRAMING TO REMAIN UNLESS EXISTING FRAMING TO REMAIN UNLESS SYndard reguiremenlo \� � CONCRETE OTHERWISE NOTED o OTHERWISE NOTED T 1 Rot sheathing, l2" Pbwoo Yeth N Otic H 6"x CONCRETE FOUNDATION WALL 0 I � 2 Stop between hobrsV-0"Brat plxWajDak sgl' SlmpaDn H6. l 3 ExllnarpywodatOBBllnp12" pywxlwllhNnaillatC'anxnlorat Anel apes unless aMerwDe xlx. I So notes an drawing blow for xlpRnat roxlnments ALL NEW ROOF FRAMING TO BE NO. 1 DOUG FIR 2 _ x 10's f 150 O.C. UNLESS OTHERWISE NOTED 1 FIRST FLOOR FRAMING PLAN �01 ROOF FRAMING PLAN HIGH WIND WALL REINFORCEMENT Sam FlkgOra1d AmhH.ct, RC 3 SCALE. 3tl"= 1'-0" L SCALE 3IP= 1'-0' 1 SCALE 12"= 1'-0" 15E Putnam Ave,%Z4 Greenwich, CT(48I 460 2117 Sax DRAWING REVISIONS DRAWING ISSUE 1 ]/2115 PERMIT ,pS* ARCM ADDITION TO a BINGHAM RESIDENCE x1]1 KNIRALAVE., RSHEN ISLAND. NY •P 40 42%1 a ly FRAMING PLANS lylt( 2a1ts QC1 (2) 2XI's unn S100 AS NOTED