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28 -014 249 Sylvester Road plans rev 11-06-15. . .,. ~ ,, -~. -. ' ll' . ' " .-... '. ' .. - I -• .\ . '~i ; · . -_ .::'._ .. ·. ' .. ·-·~· . ' . ---· • I . -- ------~ ----~12 s ---z_-.-;;;-. ----------------------~ ~ . ' ., ·. \- ·• . . . . 1-; . : , • I, . ~-· -r. I , . ""'"' -... . -,. .) -~ ... ' ' '· L V'iEST E! EVATION SCALe· 1/4' • l'-o" 5/4" X~ AU-·-~ -~ . = i I : .. I ' : --~~ I .. U.. 111 ---c-;-1· --c-r-' _\ ·'\ < ., ) -~- ." .-.. , ·-· -~-·-•l!./::t-t, I : :-~:-\,-t. ,_,-:;~;\i:(;; J)' -~t:·-i1,• __ .: .... .:, . ~ ·"'· .. ~-_;_~_:~ .. :~ . ;'.;,.. '' . . -,., EART f! ilfVAT!QN lieAUit 1/'1' • 1'-o" -·'· ·' ·-' :"< r_[ I ! I l I 12 :- '• . , .. I ' I -- riiNDOIIII HEAD _ _ ------------t"-'l' I ~ 1'-o:r 5/4' x 10' COFINEI'<-......___ J 60AI!DS PRII'ED --,____ AU-SIDES ANP r---1---------- PAINTCD j --....______ E:.J... 12'-1 1/4' ~ : ... ' . " >I "' - f !Sf!AI?f N JF J E.J... o·-o· H. ·'1'-0 :5/4' ~~---- J ,__;_.......,._ __ _ -----~----.. BRIC.K---'/ STePS ., ~ r I c =-=- I' . I~ I 1 ~ l1,c-r-y1l-u 11-t-t-J IJI I . . . 1 I . ~,. lx6 FRIEZE f30,ro.RI;) lx2 FASCIA lxe 5U6 FASCIA PAl !ireD l . I • I 1'-t---H I ' ' Ill .r I 12 ,r:: i .l I ·- = ' I I I I ! ! F I ! = t . . -· ~ L ' •. I 12 ~ I I I ' ! I_:_:) ' • ·. .. ·'-'· i I ' . , I : .• : 111!--H-m1 I : . .L 'J _j_ I ·_-_ ' : - ·--:--· -- ···--·· ·,-!, .... • > .J.\~.'? ' -:• _,., r CONT. Rl~ veNT AND HIP VENT A5 RE<7JIRED ~-====~=--....... I••-·' ~ I ·L !< . ,. I . ' ' '. : I" ·.··r 4' l'liDE: !"'lNDO>; c-A51H6 !1YP J ¥-liTH C.MHN MOLDING AT I'UNDOI'i HEAD ... \_ A5PHA!.T\ 5HIH6LE5 \i - • ·-. Jll JJ.1 - . ·. 12 :::::11 ; ' I i i j_ ~- •.. : . ' -··'-- = .J I I' -,, ·' . ·~ . I IC '. If: < ' . ,. . .· I ·";. . - ., . .; .. ' ~-'"·:' ·' . .. ; . ' ' ., '. .,..,.-·, ,·· .. :,' '"' .. ' .. ' '>.: ·,/!.·'-. ;;}·' 2><10 F'l.OOR JOIST ---' FINISH Fl-OOR --~ 514' Pl. Yi"'IOP -----. ~Fl.OOR SOUND A'l'l'ENJA TION --"'·"" .el.ANKET'S 2><10 FLOOR JOIST --' 4" R!:INF~ CONC-RETE _ __- SLA6 ON 4" COMPACTED DRAINMILE 6RAVE~ ,,,;;;. ·.' · ... ASFHA!.T SHIN61.1:5 ROOFIN6 PAPER 5/f>' EJ<TERIOR 6AADE 1"1. fflOOD ROOF SHEA"IHIN6 · T!W55 o 16" O.C. 6Y 0~ ~-R*FI~BAn ROOF INSULA TlON ~--~~Ui~;t,;;S:o;;~~ ;:::::=-------:--~ ==NTAIH 1" "r AIR SPACe ~~~J-====---~ FINISHfD ED . j' r- I!' MET At. DRIP ED6E ; li ! il l I ! i ' ' : I '! ' I' ' ' ' t: .. 'I 'I lilt i: ' ' i! i! 2'-o~ 6l/Tl'EF( CONTii'W\JS SOffiT VENT ~I"IH IN$£CT SCREEN~ .. ~-Dot.et.E HJN6 I"(INDO~ ~liH INSU~ 6LAZIN6 RO~OGK Sl~ l'tiTH Fl.ASHIN6 . E!.. 1:2'·1 1/4" <----+---BRICK ve£fR • Q ·' 1.- AD .liST AI3L! CORFIJJ6A TED META!. T~ NAII.f:D TO i"'IOP 5'TIJD5 AIR INFILTRATION 6ARRIEF1, 1/:2" EXTERIOR~ SHEA"IHIN6 41 ~FteER.SLASS 6ATI INSU~TION __.-POL. Y, VAPOR BARRIER FIRST SUB FLOOR,._, e.L. ;~•-e 1/4" '""' ~-:2x6 P.T, SU ~TE l'ti"IH 51~ SEAL E.L. o·-o· ~~~R60LT --....._~ 12! 115 n e ---~ VERT1C.A!. 115 o 24' o.c.. :2" RI61D I~TlON R-11 0" _:c..-'-" II" REINF. CONCRETE FOUNDATION~ PERIMETER DRAIN /'~RAPPED IN FI~TER FAeRie. SfT IN 6RAVEL TOP OF SLAB E.L. -1'-o 5/4" REINFORCED WNc.RETE SPREAD FOOTIN6 (2} WNT. liS TYPICAL AALL SECTION SCALE, S/4' = 1'-Q' ._, •• -"§- ' ~ ' 0 ... _, _~_,.,' ' -,,. .,: -~-,·:.-!·. ' I I I I I I I I I I I I L----------------- _; -•. '· ,,_+--------------------------- \ 1:2" REINF. WNc.RETE FOUNDATlON ~ON 12' X 24' I<EINF. WNc.RETE 5PREA!? FOOT1N6 .. .:.. .. ~ _: -r--··--~: -~-~~~-o--<-~----~"-'~"'· ' . ; ( ' ~· ---------~-+-f---'--~--~ --"---'---+------~------···. -~-------· ~-----+-~--~-~--:___-:---·--·-+·--· ~-_:··--'----·~ ------------------------~ EN!,.A86Ep MASTER f}AIH PLAN SCALE• 1/2' • 1'-Q" . -.. ~ • 12'-Q" ~, .. ,_. .. :: /. ·~­; .. <-~ ' f : • 1!5'-:2' 23'-8:" STEP FOUNDATION 1'\ALL FOR DOOR VEf<.IFY OPENIN6 SIZE ~I"IH WNTI<ACTOR PITOI TO DRAIN 4' CONc.RETE $LAB i'tbxb 10110 VW" OVER POL'!'. V APCiR eAAAIE:R AND 4' ~ $TONe Ov'eR TAMP!:D AND m:Al$ $0/L.. PROviDE 1/:2' EXPANSION JOI~ t'jMIMD f'f;f<.IMETER PITC.Wro DRAIN ) ' I I I I I I I I I I I J I ' I I I ' I I I ---------------------------------------------~ /' I I I I I I I I r--------------------------------------------------------------J ----, 'I 0 ;-------------------, I I I I I. -"'-I :. '·:~ILL~ l I ':>1 I I I I I I L-------------------J IO'-o'' FOUNDATION PLAN SCALE, 1/4" • 1'-Q" .. GENERAL NI'5'TES: I _J I. THESE DR.'ol'tiN65 (AU, ~.I} Y'iEfOE <JflEATED IN GoH!!INATION ~TH EXISTIN6 PI.AN5 AND f<.EPRESENT PARTIAL REVISIONS ONLY. 10. c.oNTRA.c.TOR TO VERIFY ALL DIMENSiONS AND EXIST1N6 C.ONDITIONS PRIOR TO BE61NIN6 CONSTRVcTION. NOTIFY ARCHITECT FOOTIN65 SHALL 6EAf<. ON l>NDIST\.IR6ED SOIL OR WMPACTED FILL CAPABLE OF SlffORTIN6 A Slif'ERJMPOSED LOAD OF 2.0 TON;; FER ~Af<.E FOOT. FOLLOI"l 6EOTECIINIC.A!. EN61NEERIN6 f<.EPORT FOR SITE PREPERA TION. OF ANY CONFLI<JTS. ALL Dlt'IENSIONS ARE TO FACE OF STUD IKE56 NOW OTHEI'Il'ii5E. :2. ALL c.oNc.l'tETE 5Ht'U 6E STONE C-ONCRETE HAVIN6 A HINIMJM C.O~IF 1'!1:551VE STREN6TH OF ~500 PSI AT 21? DAYS FOR 6AAA6E SLABS AND 5000 PSI FOR ALL OTHER c.oNc.fltl:TE. :0. ALL f<.EINFORCIN6 6AAS SHALL 6E DEFORMED 6AA5 OF IN'!ERMEDIATE ~ NEY'i BILLET STEEL WNFORMIN6 TO "THE f<.EQJif<.EMENTS OF ASTH SF'E(;, A615, 6R. bO (e;opoo PSI MIN. YIELD). 4. A!.L l'a.DED l'llf<.E FABRI<J SHALL 6E ~IN, C.OLD ~ ELE<JTf<.I<JALL Y f"ELDED FABRI<J 6oNFORMIN6 TO f<.EQUif<.EHENTS OF.ASTH SPEC. AI$, USIII/6 6R/6HT BASI<J l'llf<.E MEET1N6 ASTH SFEC. Ae2 \ 5. REINFORc:.il-16 FOR ~5 AND FOOT1N65 SHALL 6f LAPPED 40 6AR OIAHETERS AT 91'Lic.E5 ~ c.oRNERS AND SHALL !lf. ~ OR ~ 40 MR Dl~. AT NONcoNTINO.JS ENOS. f<.EINFORCMENT 5HALL f5E SfaJREI. Y TIEI? IN ITS PROPeR P~ 6E!'Of<.E AND DIRIN6 GONc.RETE f'LAC&IENT Of'ERAT10Ns USIN6 APPROVED <JHAI~ AND SP At;ERS AS REQUIRED. . 6. SLABS ON 6RADE S1iA1+ 6E PLAGEO OVER A 4 INCH c.otoiPA!;TEI? 6I'VoltJLAA· EIASf, VAPOR F!fT AADER AND. A POMU$ e INCH LA'!'l!R ~ COMF'Ac.TED STR!JG.'I\IAAI. Fl~ (MtNIHJH). PROVi!le I'EI.DED l'llf<.E FABRIC 66 -1'11.4 x 1.4 IN .FLAT SHEETS, PLAc.e I INCH FROM TOP OF SLAe6 IN ALL SLAES ON 6f<.ADE UN1..ES$ ona:IY'IISE SHOI'tl. SAI'I WT PANELS APPROXIMA'IEL'T' SGUARE NOT TO EXGfED 15 PEEr. 1. THE CON<JRETE CONTf<ACTOR SHALL INSTALL OR 6/VE OTI-ER 'TRAE)f5 AMPLE oi!POR~ITY TO INST~ ALL ANC.+IORS, 00!.. TS, PI.A TES, HAILERS, SLOTS, <JHASfS, FIFE Sl.EEV!S, Et~, AS !'lfGV/f<.EP 81" n£5E TAADES. "THE C.ONIRA<J TOR SHA!.L VERIFY ~ DII-ENSIONS Ba'ORE SCTI!NG SCI<EEOS AND FORMS. ~ . . e. FOUNDAT10N ~5 SHALL 6E PLAGB? IN ALTI:RNATE i.fN6Tll5, NO HO!tlZOIITAL J:liHTS 5HALL 6E '[Ef<.M111ED EX<JEPT AS SHOi'fl ON PLANS. FOUND A T10N I'IAL1..S SHALL 6E fllli,GW UNTIL .+.QJ:liNIN6 FLOOR C.ONSTR!JG.TIQN IS IN PLACE. FROST ~ SHA!.L !lf. Mc.KFilLED EVENL 1" ON 60iH SIDES OR 6RA(;E:D /JNTIL ADJ:liHIN6 CONSTR!X;TION IS IN PLACE ON 60T1'I sft>Es. !"R..VVVf c.I.EAI<fNc.E5 ~FACES OF~ TO RElNFOI!.c.HRNT AS fou.oi'l5, ~ NOTEb OTHERI'IISEJ ~CAST A6AIN5T EARTH S' (AI.\-I!IAAS) ' ~ EXP05ED TO EARTH OR Yt:An£R :2' (116 AND L.AR6ER) <JONc.RETE NOT EXP0SE0 TO EARTH OR i'EAT\£R SL.Ae!, I'IAL1..S AND J:l!ST BEAMS AND cou:Mls ti-IAJN STEEL.AND T1ES) I 1/2' (115 AND ~ ~/4' (1111 AND SHALL.E!<J I 1/:2' (ALL BARS) II, <JAARY ALL. EXTERIOR FOOTINOS A MINIMUM OF 4'-0' 6ELOI'i FINI5H ~E AND TO $CUI!? ~ IN I'm <JASE . 12. STEP FOOTIN65 NOT MORE THAN ONE FOOT VEf<.TICAL TO 1WO FEET HORIZONTAL HORIZNTAL I~~ KEY ALL FOOTIN6s. AND TOPS OF C.ONCF!ETE I'IAl.l.5 ~ORTING ~- 14. TYPICAl. HEADER AT ~ SIN6LE AND DOUBLE I'!INO~ AND DOOf<. OPENINOS TO 6E (~) 2xl0 15. CONTJtA.c.TOR TO VERIFY A!.L EXISTIN6 WNOITION:> AND NOTIFY ARC.H!TEc.T OF ANY DISCI<El"ANC-IES 6El'Y'EEN F'l.AN:> ANO FIELD WNOITIOHS ALL DIMENSIONS.~ TO FA~;E~OF !'iTUD OR STR!X;'TURE ONI..ESS NOTED OTHfRli'IISE 11. ALL C.O~ SHioLi-c.oNF0RH TO "THE 6UII.DING c.oDE REGU/f<.EMENTA FOR REINi"'RC-ED c.ONCRE1'E' Of< THE AMERICAN C.ONc.RETE INSTI11!TE (ACI ele>J AND LOCAl. 6UILDIN6 CODES. ALL CONCRETE 5H~ 6E AS SPE<JIFIED AND REc.oHMENDED 6Y "THE ACI FIELD REFEf<.ENc.f' MAWAL. 1&. VERIFY ALL I<OU6H OPEN/NOS 1"(/TH l'tiNDO!'/IDOOR MAHJI"Ac.i1.Jf<ER. 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P.~ ""!:>~ '\"~ ---~~ '-...) .v l DRAWING IS AN INSTRUMENT OF SERVICE ANO MAY BE ALTEREO, REPRODUCED, COPIED OR USEO FOR STRUCTION WITHOUT THE WRITTEN PERMISSION AMES FAHY, P.E., P.C. . AUTHORIZED ALTERATIONS OR ADDITIONS TO THIS WING IS A VIOLATION OF THE NEW YORK STATE EDU· ON LAW; ARTICLE.145, SECTION 7200. HESE PLANS COMPLYWITH ALL THE CODES, PRO-ONS AND INTENT OF THE tiEWYORKSTAT€ ENERGY SERVATION CONSTRUCTION CODE PERSUANT 1'0-CLE ELEVEN OF THE EN ERG'{ LAW.'' •TE: MIN. BENDING $TRESS FOR JOISTS & RAFTERS. P.S.I. AND .HEf,DERS lf50 P.S.I. FOR NO, 2 HEM-FIR SS OTHERWISE SPECIFIED. . TE: ASSUMED SAFE SOIL BEARING. PRESSURE 2500 o••t~l • ,;~-r.-; • .,.. -. _,. • •·• .-·. ~--_.,~-.-r::-·.:::-.:;;r,;::-;'' !;·r.:-;--:-.:r-.··· "';;""';>:'" ··~· -· · --~:--' ., ~. • •--· • .•. ---...... -· ., ---.. 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