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HomeMy WebLinkAbout39289-z GENERAL NOTES IF ,�06 1 The contractor shall furnish and install all items 6. Only working drawings stamped used for ; v PFiNN IN 50 0ONSN- unless otherwise noted Construction" are permitted to be used for ] NESE N 2. The contractor shall verify all dimensions and construction of this project. All other drawings f IFT - 66.09' moo, T job conditions. All discrepancies shall be are obsolete and are not permitted on the lob qu4a p. Corn E > h sat , isi .a -p brought to the attention of the architect The site. Contractors using Incorrect drawings are U N !1H Rn Eor ,�, 2 contractor shall be solely responsible for solely responsible for all work not performed In 1 YFy v visiting the lob site and obtaining all correct accordance with the drawings Issued for ' ,v 9i .LY' $ ego information for the completion of the contract construction. o./ a IT a. All dimensions locating exterior walls are 7. Manufacturers Installation Instructions for all to outside face of framing unless noted products shall be kept on site by the contractor 1 '„ >=r ' . B . z, r - otherwise for use by the owner. - f (1e, �:1� �• ggg it OA b Dimensions locating Interior walls are to 8 Contractor shall provide all tools, materials, ti^+n ( 5� rough framing or centerlines of finished labor and equipment necessary to provide a '� F a, O'S�\\G4' openings unless noted otherwise complete Installation of the work described in �"" .,� It, w` "w+.ud � t_ n" y+k Gg\O�' 31n the event that certain details of the these drawings. construction are not fully shown-or noted on 9 Drawings are not to be scaled in the field `\,\ It ;r gFStatus tau s the drawings or called for in the specifications. Written dimensions take priority. \ Q� Nyon \ 6, their construction Shall be of the same size and 10 General contractor and all sub-contractors p`� \ �' character as for similar conditions which are shall be familiar with all drawings for project Infarmation for all tradesa ears on sheets. - SMAir + pewa w \ she contractor PP - ` \ \ \ 4. The contractor agrees or assume sole and 11 Sam hts, and Architect PC shall retain all Y zuave "1 t,; xorxai \ complete responsibility for job site conditions copyrights, and all statutory and common law %^ a °im r cane nirin "eamn _ ' \ during the course of construction of this rights with regard to these plans and the " � -p� kmI0 .1�,. 194.00' +/- \ project, Including safety of all persons and building design depicted in therein. Any 0 IT nn bi'MUI - $ property This requirement shall apply reproduction, change or assignment to a third V s" • e 4L\pp \ \ �Sp, continuously and shall not be limited to normal party shall not occur without fret obtaining the """ $ - ). \ working hours. The contractor further agrees to consent of Sam Fitzgerald Architect PC. ` defend, indemnify and hold design professional 12 Owner-provided items (installed by contractor) ,3 L,IfEi r't harmless from all liability, real or alleged, in are the following: ql�-1 1 ,t rwe"6waetif.n 1 connection with the performance of work on a Decorative light fixtures not listed In - a� wnoumem- 0 \ 2650' this project, excepting liability arising from the Electrical Notes 1. eo-+x�h'neiewpe„ sole negligence of the design professional b Items from existing house to be salvaged r-�;,,, q \ 5. The architect preparing these plans will not be for re-use. y wresponsible for, or liable for, unauthorized H ARB I _ changes to or use of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. Addition to the HVAC NOTES ELECTRICAL NOTES 1 HVAC system Is ting and air 6y contractor t 1 All work and materials shall s in strict Q Provide new heating and newly conditioning to accordance an with local building codes Wardenexisting Family Room and newly constructetl 2 Provide and install all wiring, devices, conduit, Residence Porch special outlets', light bulbs/lamps, and other Y '"" EXISTING SITE PLAN 2 Run duct lines from In crewl space. material as required for a complete, io Contractorto determine best location al fully-functioning system. SCALP I' = 20'-0" 3 Architect to approve all register and grille 3. Size of existing electrical service should be locations adequate for new work 4 Contractor is responsible forinstallingliwh a 4 Contractor is responsible for design and r I s hI w rA I ^ I ^ n � N Y � ��� 9 _ 3 , TrY / ,off/esTjN Nif SN�N properly sized and tootled system which , installation of pr000f equipment and t loaded system. 1r (V� V` Island , 17 BON meets or exceeds ASHRAE industry 5 Install weatherproof equipment and devices as gap[FHIyjT pRFF FN ENg BONSN� standards and which conforms to all local indicated or as required by Code - NOFpkF� building codes 6. Provide electrical connections as required for 9 s 5 All air grilles located in wood Floors shall be HVAC equipment Coordinate with HVAC ZBA approval no , - 6768 ' - sl gush mounted, egg crate style by Hall contractor =1i� 6600' pR0 'o• Flooring, Stamford, CT , and of the same 7 Owner to provide all light fixtures at wall- and permit no Pp -n species of wood ri the flooring Finish a Provide smoedjunctionboxes Trustees pe 't . - 8493 & 8493C U •I- �! FpNFS eSFp 9P9 match wood flooring. Grille size to be 8 Provide smoke and carbon monoxide detectors 5� / 9 40 gRsyAF Tpgy FCFy'f-y2 detennmed by HVAC contractor Floor per code L / „\• pC/T 2e '^ registers to be maximum 9" from wall 9 All switches to be on dimmers unless those not CIA- 12rp 6 Verify all locations, sizes and shapes of allowed by code or in closets. returns with Architect prior to installation 10 Final location of all electrical fixtures to be -� determined at walk through with owner Sam Fitzgerald Architect, PC / a• prior to commencement of work PROJECT DIRECTORY SHEET INDEX � a ADO TITLE SHEET-PROJECT INFO,GENERAL NOTES 15 E Putnam Ave, III pp 010 DEMOLITION PLAINS Oe"anwiEL, G693G �o OWNER: — Boo zBT BerneE Al PROPOSED BASEMENTS FOUNDATION PIAN µaGMargaret Smith Warden Robedm Warden & Alt PROPOSED FIRSTFL06RPWJ mrae.,mrcy.r.ia ,mm.n=m N' ON9Up� B9 1158 Fifth Awenue AI EXTERIOR ELEVATIONS DRAWING REVISIONS \ Of p11 \ rno, New York, 11110029 A3A BUILDING SECTIONS& SCHEDULES SHE FRAMING PLANS \\ ppFNpp FD \ Rph, PROJECT ARCHITECT: 19400 +/ \ Samuel W. Fitzgerald, AIA bsom Ave., #234 Greenwlch ,, CT 06830 DRAWING ISSUE ?0.Npz�op, \ 1g 6p \ / �'�• (860) 287-31808 i 111 PERMIT F qy zsso' GENERA\L CONTRACTOR: J- \ SO Restoration & Remodeling RENOVATION AND ADDITION TO HAi 1420 The Gloaming, P O. Box 447, RBOR I Fishers Island, NY N' sy3p, (631) 788-77919 WARDEN RESIDENCE 2p R/ N NaEEWESMIANAVFNYE,FlSHEIrE IEIANO.HY Pan uaI \WAY `e PROJECT INFO x uel AO 0 PROPOSED SITE PLAIN '°'°' a� S� No, x 93°'AypQ' '° AS NOTED e SCALE' 1' =20'-0' 11 9�73A oN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NEW ' II II REMOVE EXISTING PORCH -- - I SCREEN AND STORE FOR REUSE IN CONSTRUCTION OF /. NEW SCREEN. VERIFY EXISTING PORCH 11 SCREEN PORCH FOUNDATION CONDITION IN I [TOE FIELD. REMOVE EXISTING PORCH FLOOR AND I � I REMOVE EXISTING PORCH FOUNDATION AS NECESSARY / FLOOR FOUNDATION FOR NEW FOUNDATION WALL � I NEW FOUNDATION WALL. I rill' I � - - - - - - � _ MECH I ❑ oa5 O L / PLAN LEGEND: II - --- 1 RF I L - EXISTING TO BE DEMOLISHED BEDROOM - EXISTING TO REMAIN KITCHEN I� W3LIVING ROOM IDP NEW CONSTRUCTION LIVING ROOM —- too No 1 ❑ Sam Fitzgerald Architect, PC I BATHROOM LAUNIDRY L J r1.�a �p (moi ❑ om4 11 BATHROOM 15C Putnam�ea„W�=h, CT068 � ILE] 30 ILIFI¢�9 IIJi• _ _ B60.287 38M mmo-om�.o�ala�,ml��mm I - - I _ - - I 1 - - - - - _ - _ - - - - - - - - - - - - - - - � DRAWING REVISIONS L JI IF -I DRAWING ISSUE - - - - - - - - - - - - - - - - - 1 91232019 PERMIT 2 BASEMENTI FOUNDATION DEMOLITION PLAN rA FIRST FLOOR DEMOLITION PLAN RENOVATION AND ADDITION TO SCALE. 114' = 1'-0.. SCALE 114" = 1ro' WARDEN RESIDENCE 2915 EDUFS,gAN AVENUE,FISHERS ISLAND,NY y�AED APcM,r DEMOLITION PLANS FIIZC n . A y 9123114 D1 o0 mr xo. 3A c¢t AS NOTED q�z��kl II CONCRETE NOTES - EXISTING FIRST FLOOR _ Properly waterproof foundation All Concrete shall obtain a minimum 28 day Compressive strength of 4,000 ELEv o'-0^ — PSI with maximum 1" aggregate and minimum 4"slump. YrzNCHOR DOLTSWCCOATED All footings shall bear On undisturbed soil or compacted 1111 having a minimum A4 ic! ANCHOR BOLT-WITH 3•x1T MAXallowable beadn capacity of 3,000 PSE Reinforcing bars shall he deformed bars of new billet steel conforming to a Iv� iR"TJI's WASHER@4B'DG,ANDiPAg p y g g WALL TYPES - FROM EACH CORNER AND END OF ASTM A-815, grade 60 All reinforcing and accessaries shall be detailed and TIFOUNDA ION _ — - - EACH PIECE OF MUD SILL r Mm Remove all building now material existing structure including lncOmpatihe placed in accordance with ACI 315-74. WWF shall be ASTM A185 and EI(TER ORWALLS — ELEV -1'-0112• f DEPTH OF ANCHOR BOLTS IMO fills that conflict WXh new construction. lapped a minimum of two grids O EXISTING WALL CONCRETE. PRICK SHELF FORMED taro •dI� All fill placed for support of floor slabs shall he approved granular material, NEWCLARBOARDSTO FOUNDATON WALL A MINIMUM OF 4- _ free of organic matters and debris, placed In llNs not exceeding 9" !in loosed Contractor shall provide sleeves through foundation for all incoming and -t MgrcHExlsnxc lry SNE, BELOW GRADE - - thickness and Compacted t0 a minimum of 90% of maximum density. outgoing utilities RNSH,EXPOSURE,ENG4,OD0 PSI CONCRETE FOUNDATION, - HWSEWRAP 4-PERFORATED DRAINPIPEWIDI ql=1=III=L—IIFFTII-1=III=1- WITH(2)14 BARS TOP a BOTTOM All com acted fill shall be laced In laers not exceedin 9' and Com actedAnchor bolls "DIa ) shall conform fo ASTM A307, galvanized spaced fi' ExlsTmc corvsmucTlory roHOLE-ORIENTED UP -LOPE TO -II_LL-07-111 W-L n1IIIp p y 9 p O.C. placed within 12' of foundation comers and end Of each piece of mud REMAIN s'faRM PIPEPERSE MmOR II —IIId1= , to a minimum demsty of 95% under footings and 90% under slabs and rvewvAPORanw+lm=L-111-1111 = HE1 sill. 7" min.depth of anchor bolts into concreteII— ffliI pavements, obtained in accordance with ASTM O-1557-70 (Coheslve soils) NEW Me^DRYWALL FOR PANT DRAWN PEWITV 18' MIN AROUND Lim11III-Q- DRAINPIPE WITHIB" MIN DOVER(EACH Lim 11 10 All reinforcing shall haVaa minimum Of 2"PAncfete cover unless Otherwise SDE INSTALLFILTERFABRICBEFORE LJ�IIIL2� L_ TCONCRETE PAT SUB Awncrete shall he done in accoNance wltll the American Concrete Institute noted. SAME ASA'BUT USE MB'GREENBOARO Building Code, ACI-318, and with the specifications for Structural Concrete, BACKFILL z III- I i i IIT-III-I 0 p � y� fiMILVAPOR BARRIER DIRECTLY 1141— 1=� ACI-301, latest editions of both. �ILt=111— I � UNDER WAR I O rvEwcuPBogposTa IIIWQ LL N 10• 16'A" 4',D• B NEW WALL SLOPE TOP OF FOOTING WITH MORTAR MATCH UPOSURE,F]. 11-L-LI A n - m - - 'TAMPED FINE GRAVEL sn BT ,EXPDsuRE,ETc. _ �- - FINISH FOOTINGS X11-1)- - @ HW6EWRAP WITH KEYWAY. PROVmE(2I NTE BARS, LW�� f 4' PERFOMTEDOMIN PIPE ON ONE ON EACH SIDE OF FOOTING ul�_- I 20" • L-L-L-Q=11- INTERIOR OF FOUNDATION, HOLES .WIIHRIA - L7-II dl- -III ORIENTEDDOWN. ®1eRR000 sHEATIINMGG L-L- P • L WARON -J1JJ1 III- LOPETO STORM PIPE PER MINOR — — — — — — — — — — — ' VAPOR WRIER B(FOOTING J rp�1 - - -W-11J�� WDIMAIFORPAIRT ELEV.-MIN 42"BELOW LOWEST - - - - - L-111= 1 --111 L'TI-MUI-W-fi--1 =L-❑-II-1f- WELL COMPACTED FILL ADJACENT GRADE dl=l=, jL L—IIIgL=III=LL–W–L–L—Z=L– – –L-11–Ill–L–L=L- — — — — — — <@> 1 sM1EAse•eUNUSE Ns'GREENBOARD LTkur-L--IL- "'1=ww=wvr,�r I � — L-1.I I�LL�LL�jr1LH1�111=111=rr1I—uH1-111-il=mph-0—u „r„n,� — — 11Ji 0—CII—W—W—Ill—I�—�—L—W`T1— II—ILh11—ILI—Ip=I]dL-0-0–W-111–O–I INTERIOR PARTITIONS I I – IH7I�IFi1–IITHTH�HIH1–FH NII-{fl–OHIL-Ifi–�HI"i–TIME LINE OF BRICK SHELF (CONTINUOUS AROUND ETEXISTING PARTRION TYPICAL NEW FOUNDATION SECTION EXTERIOR PERIMETER DF 2 SCALE. 1" = 1'-0' NO BRICK SHELF NEEDED NEW FOUNDATION WAUL) NEw m•DR wAu I AT NEW FOUNDATION EXISTING CONSTRUCTION TOREMAIN WALL TINDER PORCH SIDE OF WALL A ALD SOUND BATT INSULATION I ALIGN EXTERIOR FACE OF NEW I FOUNDATION WALL WITH EXISTING D EXISTING PARTITION — — — _ — J — — EX'GRYWALLFS UCITO UP J EIS NGCONSmC ONiOREM IN P SAME WE BUT USE ME GREENROWO ON WET SIDEOFWALLAADDSOUNDMIFFINSUTATION BARRIER OVIER GRVAPOR AVEL BED I O INTERIOR PARTITION 1 MECH CRAWLSPACE E NEW 11 005 O RRIER OVIOVERAVELBTE� M➢'oRYwALLEACH saE - - - - - OPASNmEDON PIAN( OC OVER WELL (COMPACTED FILL i 1 WE AS-F Bur USE NO'GREENROARD ON Wm i sIDEOFWPll8PLG50UNDaAT1'INSUUTIDN TYPICAL NEW FOUNDATION PLAN LEGEND: NEW POURED CONCRETE 1 — FOUNDATIOINWALLS, 10'THICK, (2)#4 - 11 BARS CONTE. TOPS BOTTOM SHELF; - EXISTING TO BE DEMOLISHED #5 BARS VERTICALLY Q 48"O.C. EXISTING TO REMAIN UP BEDROOM 20" x 10"FOOTINGS, (2)#4 BAR 003 CONTINUOUS. PROVIDE NEWCONSTRUCTION WATERPROIORNG 8 FOOTING GRAIN. 1 I 1 A4.D Sam Fitzgerald Architect, PC LIVING ROOM _ 15 E PW nam AVe ,#234 IDD — _ Gr"nwlch, CT MB30 560 2BJ 3608 Inf"e."mncg•mla" Aim"a.mm — — — — — — — — — DRAWING REVISIONS LAUNDRY LINE OF BRICK SHELF BATHROOM D04 CONTINUOUS AROUND El EXTERIOR PERIMETER OF 1 11 Lf—' 002 i I NEW FOUNDATION WALL) 4 I L - - - - - - - - - - _I _ - 1 DRAWING ISSUE 1 9/232014 PERMIT - L L T 8' SONONBE, I 11 47BELOWGRADE 12'-0" RENOVATION ANDADDInoN TCI I WARDEN RESIDENCE 294E EQUESTRIAN AVENUE, FISHERS ISLAND,NY ` tZ * ewrn L - - - _ - - - - - _ - J ePEO ARcq/rPR z5 �1NM F1 c OPOSED FLOOR PLANS BASEMENT 1 FOUNDATION PLAN T � 9/23114 M i 60103 SCALE' 31B" = 1'-0' No. a '9yo�y I" Al e0 � 1 as NOTED DN WALL TYPES EXTERIORWALLS < EXISTING WALL _ NAMH EXITAGINRD SI MATCH EXISTING IN ETC FINISH.EXPOSURE, f . sr HOUSEWMP EINGCONSTRUCTION TO REMAIN r ' NEW VATOR5NALLF I 7TE" q'-p" -� { NEW 'ORVWALLFORPAINi EWE A BUT USE SN'GAEENBOARD B NEWWALL NEW SCREEN WALL TO MATCH EXISTING. O NEWCUP90ARDSTO REUSE OLD SCREEN WALL TO BUILD NEW M1NiCHDSSiING IN S¢E, SCREEN. �Wryppy I I�WNDW WASH,FYPOEURE,ETc DOOR 5112 4 HWSEWAAP B B - 10'BOX PLNW030 SHEATHING 5 7@" EQ O fi'-1112" 6'-0 112" EO 5112" - _ _ -Ol 2xTION LWiHR19UNIT - - - - _ INSULATION _ _ ( VAPOR BARRIER _ SN'DRYWALL FOR PAINT SCREEN PORCH B Toa I III B1 SAMEAS'S'EUTUSELB'GPFIDYBOAAD 103 REPAIR AND PATCH PORCH j _ w INTERIOR PARTITIONS FLOOR TO MATCH EXISTING. TOT IOB CC EXISTING PARTITION R DINING ROOM = NEW5I8'DRYWALL CNSTR TIONTOp0.WN _ DN i _ 3 EEIS M-D 104 SAMEASC'BUi USE BAY GgEENBOARD ON WE C1 V — SIDE OFWAUL 8 ADD SOUND BATT INSULATION I O O EXISTING PARTITION 103 p E L O- BSIDE - EN"DpNGCONSTRUGTO - - - � "� IXISiINGCONSTRUCTIDN TO REMAIN SAME OF WALL. ADD SOUND DHART INSULATION NSATION SIOEOFWAll BPADSDUNDBATTINSULATION 2111. G E NEW INTERIOR PARTITION ETORNNAll EACHSIDE Q �(ORASNTEDONPLAN) — w (ORFS NOTED ONPLANI Ei SAME AS'ABUT USE 511I'GREENBOARL ON WE KITCHEN (� L__ _ EIDE OF WUL&ADD SOUND BATF INSULATION 102 I 1 I � I o 102 PLAN LEGEND: T—L--- -------- --- - , a — II----I -----�i I - --1 EXISTING TO BE DEMOLISHED I I o DN - - TRASH OW e EXISTING TO REMAIN UP __Ii--------- -- ---_—� � NEW CONSTRUCTION _ I�WN Aa,3 Sam Fitzgerald Architect, PC LIVING�ROOM — REF. _ _ — + _ _ _ _RANGE _ _ _ _ _ — — —J 15 E. Putnam Ave ,6234 P 100101 Greenwich, GueBD 3508 mmm"mnem,"idm,Alme¢mm A - - - - - — J DRAWING REVISIONS OC E B E ICA _ Imo/ MUD ROOM BATHROOM 05 10o ON 3R A 0 DRAWING ISSUE I 1 9/43IIDI4 PERMIT I 1 5'-S' 5'-0" ReNovaTtory AND Aoomory To WARDEN RESIDENCE 2945 EUUESTIMAN AVENUE,NUMBERS ISLAND,NY ¢ yWew`°A"xR0/tzrm9r* n.PROPOSED FLOOR PLANS ` _ _ _ _ _ _ _ VV 9x3/'4 FIRST FLOOR PLAN SCHEME 1 o m 1 SCALE 3IB"= 1'-0" a ar rvn, x39P neNOTeo 41 . 1 5 sm �IItiSI��i EXTERIORSPECIFCATIONS NEW FRONT PORCH FLOORING Match exastInR !rant Peach Ororinp NEW FRONT FORCE CEILING Match coterie Fronk porch called NEWFRONTPORCH-LATTICE Under Me porch deck where produced haaoy duty square latlire For paint NEWADOITION CLAPBOARD New M match Reading SIDING&TRIM NEWAODRION-ROOFING New EPOM roof NEW AODMON-GUTTER54 Match exbling aides and domspouls on relsthrD OUWNSPOIITCscreened porch -- - - - peremett TI SECOND FLOOR FINISH FLOOR ELEV. EXISTING T/PLATE AT EXT. WAIL OF ADDITION ELEV. IC LIC 171 FIRST FLOOR FINISH FLOOR — L — _ ❑ � � �— _ _ _ __ _ _ ❑ ❑ — ELEV 0._0m T/ NEW FOUNDATION WALL _ _ _ - — ______—__ _ _ _ _ _— _ _ _— _ ELEV112" 'r,;�',_b`,'�' ', ' ' ' 3 NORTHWEST ELEVATION 2 NORTHEAST ELEVATION SCALE. 1/4" = 1'-0' SCALE 1/4" = 1' 0" F Sam Fitzgerald Architect, PC 111H - - — — L 1SE re Putnam Ave., 4234 Gre Genwich, CT06830 TI SECOND FLOOR FINISH FLOOR — — EXISTING NEW — B6G2973SO8 ELEV EXISTING mmo,omnah"rNa"mn�w"mn tM TI PLATE AT EXT. WALL OF ADDITION _ — _ _ 0] _ DRAWING REVISIONS ELEV 9'-7' — Ae -- o -- - -1 DRAWING 15511E Alk TI FIRST FLOOR FINISH FLOOR 1 9/231W14 PERMIT _ ELEV. O'-0' TI NEW FOUNDATION WALL - - ELEV.-1'011T -71 'IN EW FOOTINGS — _ — RENOVATION AND ADDITION TO ELEV - MIN. 42' BELOW LOWEST ADJACENT GRADE WARDEN RESIDENCE 3145 EpDMRIAN AVENUE, FISHERS ISIANe, NY T/ BASME IT FINISH FLOOR _ _ _ ,1„ — — ED AflCN/J •e • ELEV. EXG p�v �N`"N Pit z�°^ ELEVATIONS SOUTHEAST ELEVATIONred £ i a, 9/3w19 A 1 SCALE 714"= 1'-0 Nn. D aged " AFRO A /i •0 9 AS NOTED (Rn 33W14') IRO 4iWKD AD 2aaw7 WINDOW SPECS -kt-PN- -k3•sN- -ki'-11" k- MANUFACTURER Pella I I I I I I EXTERIOR FINISH Pnmetl INTERIOR FINISH Primed ��� ❑❑❑ ❑❑ JAMS THICKNESS 911W at provide jnew amb extensions Contractor re provide jamb extensions as ❑❑❑❑ y ❑❑ required in existing walls. MEANT NO 7/R" - SDL•s with spacer bar Match Soil patterns on elevations All Solis 18 to be equally divided kites unless 6 H ❑❑ m n ❑❑❑❑ + ` otetlolherv✓ise WINDOWS All Amhitect Series Wood sizes per schedule unless rated ��� ❑❑ dule otherwise SLIDING & FRENCH All Architect Series Wood, sizes ❑❑❑❑ DOORS per Advanced t GEMPER See elevations, Low-E3. with argon TEMPERED GIA38 of Seeemperedsashes for locations of tempered sashes marked ��� ❑❑❑❑ EXTERIOR CASINGS 7_71rsuhstlL typical all windows, and 3-112"flat casings shipped loose © FIXED HARDWARE FINISH Match Existing pOUBLEHUNG 2159 O Saes NOTE ColNaolor to pmvitle shop drawings for all windows for Architect approval O DOUBLE HUNG COTTAGE STYLE VGOmI 3 WINDOW SCHEDULE SCALE 314" = T-8" IRo EP) IRO &P0141 -Mf-11y" - ' 4`2'---------—— 4 TYPICAL ROOF CONSTRUCTION w —Aly3'P - EPOM - RIGID INSULATION, TAPERED TO DRAIN MIN Y�' PER FOOT -1/2" CDX PYLWOOD SHEATHING, GLUED &SCREWED - FRAMING PER'S1 O'WITH R-38 CLOSED-CELL FOAM INSULATION V l \ WOOD FURRING IVI��II -SIB"TYPE'X' DRYWALL ISI❑ \ It TI SECOND FLOOR FINISH FLOOR ELEV. EXISTING TI PLATE AT EXT WALL OF ADDITIONEl - u r; ELEV 9'.5" 71M/ FLOOR CONSTRUCTION OVER CRAWLSPACE - 1-114" HARDWOOD FLOORING -3/4" COX PYLWOOD SHEATHING, GLUED &SCREWED 1DD CUSTOM DOOR 101 IN SWING PELLA DOOR 102 INSWING PELLA DOOR - FRAMING PER '$1.0'WTH 6098 5XV BATT INSULATION, MIN R-19 Sam Fitzgerald Architect, PC (".0.4all (RIoffil meq. . y ISE. Ave, II234 Greenwich,8 06830 OOR P❑❑❑ ❑❑❑❑ ❑❑❑❑ — T/FIRST FOUNDATION ION FLOOR — e5REVI2609 ELEV. B'-0" mmm�o-s>+m,mnua"mm T/ NEW FOUNDATION WALL / X DRAWING REVISIONS ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ELEV. -0'-01/2' � ❑❑❑❑ ❑❑❑� ❑❑❑❑ DRAWING ISSUE EEO❑ � EME MOO Ell NEW FOOTINGS _ _ 1 v/z3/z01a PERMIT ELEV -MIN. 42"BELOW LOWEST ADJACENT GRADE �VU 10 RAT SLOB OVER VAPOR BARRIER OVER GRAVEL ❑❑❑❑ ❑❑❑� OME OF OVER DATIONWELL-COMPACTED FILL BELOW TOP - _ OF FOUNDATION WALLS rseuovnnoN Arvonoomary To ❑❑❑ ❑❑❑� ❑❑❑❑ _ TILEV. EXGBASMENTFINISHFLOOR WARDEN RESIDENCE 290 EQUESTRIAN AVENUE FISHERS ISL NI NY E 1D3 FIXED PE :DOOR 104 SLIDING PATIO DOOR saes TIO PlA 2696 4�euI iv oNzre SECTION & SCHEDULES s cp9/2311h DOOR SCHEDULE ° SECTION s X103 A3 .0 2SCALE 112"= 1'-0" a 0x9 AS NOTFO SCALE. 314' = 1'-0" >E + 11�it o FROM Standard requirements: ABOVE 1 Roof sheathing' 11Tplywoodwith Bit nails at6" oncancer atpanel edges SHEAR WA #5 FROM FROM FROM 2 Strap between headers B' -0" and greaterto lack surd Simpson H6. C3 7 C4 C4 C3 C3 C4 C4 C3 3 Exterior plywood sheathing. V2' plywood with Bid nails at 6' on center at '' O11 /" ML (2) 1314" x117/8" ML (2) 11 a" ML - ABOVE ABOVE ABOVE panel edges unless otherwise noted - - - - - - --- .� r - 4. See notes on drawing below for additional requirements. Shear wall requirements 1 Shear wall# 1: 10 plywood with 8d nails at 4' on center at panel edges J - O Oct Simpson STHD14J at corner and side of door. (2) leaders. x 2. Shear wall #P 12' plywood with Bd nails a14" on center at panel edges ao DOW Simpson STHDW at corner and side of door (2) locations N U K U 3Shear wall #3: 712" plywood with ed nails atfi' on center at panel edges DIN G 00 .L. C4 W O C4 Simpson STHD14J at ends of wall (2) locations ON C7 m IC J W iD FROM 4. Shear wall#4. 112' plywood with Be nails at 6"an center at panel edges. 104 0 4=0 ABOVE Simpson STII at ends of wall (2) locations m O w 5 Shearwall #5 5-1)7'x 6112" Psi posts with Simpson CC cap. (2) posts. FR M AB E 1 Z C3 SIMPSON STHDIZ C3 _ _ _ C520 X 29" LONG AT EVERY OTHER STUD (32" O.C.) (WRAP TDP PLATE -- - - - WB X 35 SHEAR WALL AND NAIL TO BOTH SIDES OF STUD - - ._ - WHEN RAFTERS PARALLEL TO WALL) J FROM ABOVC3 H B-10dX1-v2" NAILS PER STRAP C31 ¢ O MECH NO. 1 DOUG FIR 2 x 10's CS20 X29" LONG AT EVERY OTHER @16" O.C. = NGrIl -- STUD AND RAFTER(32" 0 C) (NAIL TO KITCHEN STUD AND RAFTER WHEN RAFTERS J PERPENDICULAR TO WALL) 102 --- - -- - - - --"- - 840dX1-02' NAILS PER STRAP aD SIMPSON LTP4 AT 48' 0 C x l BASIC WIND SPEED 120 MPH 12-BdXf-1/2" FASTENERS _ MAX ROOF SPAN 12'-0' STUD SPACING 161 O.c Ve 91/2" 360 SERIES TJI'S @ 1611O.C. UPLIFT PER STUD @ROOF 343111 III BEDROOM UPLIFT PER STUD @ FOUNDATION 263111 ALLOWABLE UPLIFT LOAD 003 PER CS20 WI 8-1 DdXi 412FASTENERS 1030111 a SHEAR LOAD PER STUD 209 its Q 0 ALLOWABLE SHEAR LOAD d C1 (2) 2 % 4's PER LTP4 W/ 12-BdX1-112- FASTENERS 670111 _ `.2 OP-FROM O _ ABOVE C2 C2 (2) 2 x 16'sSHEAR WALL #3 I � 5-114"x5.114" PSL WITH SIMPSON STHD14J — — SIMPSON CC CAP SIMPSON LTP4 AT 48' O C C4 1314 X 5114" ML 12-Bill 12' FASTENERS I I UNDRY O e GS20X29' LONG WRAPPED MUD ROOM r; 004 UNDER SILL PLATE AT ENDS OF105 60 0 ON I� WALL, EVERY 48 O.C.AND x -Zo Sam Fitzgerald Architect, PC EACH SIDE OF OPENING IN - N 9 WALL (WINDOWIDOOR) 8-10dX1-12' NAILS PER STRAP 15E Putnam Av". ¢234 2X6 PT SILL PLATE -- ) - J__ - _--_ _ Greenwit=h, CT 06830 Y' DIA. DOUBLE ZINC COATED - - __ -_ _ - - - �- �li _ -- - 860s87a80e ANCHOR BOLTS WITH 3"x Fir mm9,",.n"s","ia",a.l"�mm Y" WASHER @ 48' O.C., AND 12' CtDRAWING REVISIONS MAX FROM EACH CORNERAND % FROM END OFEACH PIECE MUD SILL 7" MIN DEPTH OFF ABOVE ANCHOR BOLTS INTO CONCRETE CONCRETE FOUNDATION WALL DRAWING ISSUE 1 9/23/2n14 PERMR 3 HIGH WIND WALL REINFORCEMENT \ L , ROOF FRAMIING PLAN FIRST FLOOR FRAMING PLAN SCALE: 1/2" = 1'-0" U SCA3 , �"I SCALE. 3/8" = 1'-0" RCNOVATION AND ADDITION TO WARDEN RESIDENCE /V 2945 EQUESTRIAN AVEN\IE FISHEIIS ISIAND, NV pEo Aecq/ FRAMING PLANS ¢till\xM F/lZC6C, v ' ; p; 9123/14 51 .0 6oI03 s 4'". 0293°" dk AS NDrEO 1)E 1