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T 5HINI5ol.f5 !<OOFING PAPER 5/1>" EXTERIOR GRADE FL 'fnX)D !<OOF SHEA "THING . _..--~ 0 16" O.C. eY OTHfR5 _.--Rae FI~A55 BATT ROOF INSULATION ~' _ ~ ~NTAINI" r-,..,...~~ ...... ~-l"'i'1~1"'i'1~.....,':!1"'1~.,.,.,.;--· AIR SPACE lo( PRE FIN/5HED . :1' t-.. .;:. METAL DRIP EDGE 6\JTTeR CONTIHJOU5 SOFFIT VENT ~ITH INSECT 5CREEN 5TEEL LINTEL ~ DOU6LE HJN6 ~INDOI'l ~'liTH IN5UL GLAZING ~ ROI't.OCK 51LL ~'liTH FLA5HINO 5EWND FLOOI': 5U6 FLOOR E.l.. 12'-1 1/4" ~ " r 1 BRICK va£ER •, ' • ,I riJ, J 2'-0" J ~ ,. J AD-115 T AeL! GORI'IIJ6A TED METAL TIES NAILfD TO l'i?OD 5T1JDS AIR INFILTRATION e~l~ 1/2" EXTERIOR l'lAL.L SHEATHING Rlq F16fi<6LA55 BATT INSULATION _.--POLY. VAPOR BARRER FIRST 5U6 FLOOR$ E.L. 2'-9 114" _.--2x6 P.T. 51LL PLATE l'i!TH 51LL 5EAL GRADE ~ E.L. O'-o" '.f1' ~HOR60LT •.;,...c 12) 115 ne VERTICAL 115 o 24" O.C. 2" RIGID IN5ULA TION R-11 .' ...:----" .12" REINF. WNCRETE FOIMDATION l'lAL.L PERIMETER DRAIN l'lRAPPED IN FILTER FABRIC 5ET IN &RAVEL TOP OF 5LA6 ~ E.L. -1'-o 9/4" " REINFORCED WNCRETI' SPREAD FOOTING (2) CONT. 115 CD ~,.!1;;~7}'\ALL SECTION -?• .... ,., :.,;s. ~-' j ' ' ,h .>· t 4'-oll r ~ 15'-2' 2'-e" 4'-11' 4'-W 2'-e" . :1' m j ... J .. :' ' • 42'-4" 12'-o~ 3'-6" 5'-o" 9'-6Q ,.,.--~---------... / ' / ' / ' / ' / ' ' ' ' . ' . .' ' ( ' ' I I I I I I ··, .. 2'-ew 66'-o' 15'-2' ' '] ; I/ I ~-"-. ,. ,• • 5'-4" ·", 29'-l:i' STEP FOUNDATION l'lAL.L FOR 0001': VERIFY OPI:NING SIZE ~'liTH CONTRACTOR I ./. 1 • j ·l( ' r-f;' REINF. CONC_ RETE ' : I v I FOIJNDATION.l'lAL.L : : : I i '-{' d " 11 7 4 ON 10' X 20' I'!EINF. I I I . I ' ' ' -/ CONCRETE SPREAD .,;.-, 2'-e" J'-e• -t ,~ I I ,,_ ' : : ' ""' · ' ,_ r f """"" I I I · r -----r------------~--------1---T----~ I l'll:ixll:i I' . L----~--"---J..-----------~-------------,----------------------------------------------------j--------j --h I ' I ~ d,J ~ = r---------lr-----L---_______________ j -------~----------·: ____________ --------"-------,I [ r-------------------~-----------------------------~------~ IT r ~r r r N I Y I /\ 1 I 1 1 ?-i . ::r Q '! 9 l:i" ~ 0 ~ • 0 x ... ~FRENCH 0001': 5'-Qu X 6'f!" 4' CONCfi!ETE 9LA6 l'l6~6 10/10 ~ OVER Pal:Y. VAPOR BARRIER AND 4' CRlJ5t£P STOlE OVER iAMPetl AND TREATED SOIL. PROVIDE 1/2' EXPANSION JOINT AROUND PERil-1el'ER f;;<x~ ~A\~ ------, r 1 N' ' r-"1 ,-----, ' ""'" --"---• --,---~-----~ I 1 _ -----r : I t_c:~----~~t __ :_~STAIRJJ. 1 L-----~ ---I : I OPI:NING ---I -~ L L---~ I L-------------REFER TO EXI5TIN6 PLANS FOR I I>DDITIONAL. INFORMATION ~ 0 ~ ... 0 ~ ~ :!: -, ____ ...J PITCH TO DRAIN UNEXCAV A TED I I I I I I I I I I I I .J I I I I I I 5> IT I I ' I .......! ' -4' COI>ICRETE $LAB l'l6x6 10/10 ~ OVER POLY. VAPOR BARRIER AND 4' C~ STOlE OVER TAMI"ED AND 11i!:fA."/l!i:) $OIL" PROVIDE 1/2' EXPANSION JOlt-IT ~ROI.JND PERIMETER PITCI-f"TO DRAIN I I I I I I I I L---------------------------------------------------------~ r--------------------------7----------------------------------~ r '<t l:l" REINF. CONCRETE FOUNDATION l'lAL.L ON 12' X 2411 RCINF, CONCRETE SPREAD FOOTING --------1 I ----------~---------t--r--r--r--------J --------~ -I r 1 : "' : :····~ILL~ i ~ ... e•-c:t• I I I I c -------------" IO'-o'1 FOUNDATION PLAN SCALE: 1/4' • 1'-o" .. C:.ENERAL ~TES: ~ ~ ! PROVIDE SL.EEVES~~ AS Rea!IRED u VEF!JI"'f LOCATION 0. 0. :., ~'liTH CONTRACTOR ~ J6j-.211 EB PLAN NORTH ( J / ·~ I -~~~-~-, __ ,_-J /--. -... -_._, . ...,.-----.-~-...,..... ' b+=+-_: -:--------y-'"1 ~ //_ =~ :___:_~::==:::::::~t=~-==---:~~-,---,7~ ~ ·"· • "" I. THE5E DRAI'i!NGS (AI.I, 1\2,1} l'lERE GREATED IN COMBINATION ~'liTH EXISTING PLANS AND REFRE5ENT PARTIAL REVISIONS ONLY. 10. c.oNTRAC.TOR TO VERIF'I' ALL DIHEN510N5 AND EXISTING CONDITIONS PRIOR TO 6EGININ6 CONSTRIJCTION. NOTIF'I' ARC-HITECT FOOTINGS 5HALL 6EAR ON UNDI511A<DEP SOIL OR COMPACTED FILL CAPABLE OF 5UPPORTINO A 5i.!"ERRMPOSED LOAD OF :l.O TONS PER 5GIUARE FOOT" FOLLOI'l GEOTECHNICAL ENOINEERINO REPORT FOR SITE PREPERATION" OF ANY CONFLIGTS" ALL DIHEN510N5 AAE TO FAGE Of S11JD lJNLE55 NOTED OTHERI'II5E. 2. ALL CONCRETE SHALL 6E STONE CONCRETE HAVING A KINIMA-i GOKPRESSIVE STRENGTH OF :3500 PSI AT 28 DAYS FOR GARAGE SLABS AND 9000 PSI FOR ALL OTHER CONCRETE. II. CAMI:f ALL EX'Ti!<IOR FOOTINGS A KINIKUK OF 4'-0' 6ELOI'l FINISH GRADE AND TO 50J'ID ~ IN ANY GASE 0 ---~-C" •. ----,--"T ____ -:\,_;J . . . -:---.C-.-+-t---------r ---· ' -----r----1-------'----;-----~~---v -·--· _--I-. ----,-__ _______;___ --------l---i --------------------------~ --·--,----· .:._ ~---.. -_ .. -~-. __ _'/ . ·--:--·-'"!"" 1---.. -__. ... ~ .. _, __ _ _"~c.-·--"----'--1 ---·-·--!-· T"T _ ____,________, +" •"--'--l---· " -"---, "--~ -"--'-------c-_,_-----'-~·---·--~-SHELF AND ROD CLOSfT ENLAR<:ZER MASTER 6ATH PLAN 5GI'o.L.:E: 1/2" :I 1'-G" I I I I I :3. ALL REINFORCING 6AR5 5HAL.L 6E J:>EFORHED eARS OF INTERKEDIATE. 6RAPE NEl'l 61LLET STEEL CONFORKIN6 TO THE REGUIREKENT5 OF ASTI-< SPEC. 1\615, i!>R. bO (60poo P5l KIN. YIELD). 4. ALL YELDED i'liRE FABRIC 5HALL 6E PLAIN, COLD 1?t<.N'IN, ELECTRICALLY YELDED FABRIG GONFORMIN6 TO REGUIREKENT5 OF.ASil-1 SPEC. AI$, USING BRIGHT BASIC ~IRE MEETING ASTI-< SPEC. AI>~ 5. REINfO!i1.(;11'!6 FOR I'VILL5 AND FOOTINGS SHALL 6E LAPPED 40 BAR DIAHETERS AT 5PLICES AND WRNERS AND 5HAL.L 6E ~OR EX'TENDED 40 eAR DIAHETERS AT NONCONTINOUS ENDS" I'!EINFORCHENT SHALL 6E 5EGIJREL Y TIED IN ITS PROPeR PLACE BEFORE AND DURING CONCRETE PL.Ac.EHENT OPERATIONs USING APPROVED CHA.IRS AND !'>PAGERS AS REGIUIRED. 6. 5LA13S ON GRADE 5HA4. 6E PLACED OVER A 4 INCH COMPACTED GRAi'IJLAA BA!iE, VAPOR RETARDER AND A F'OROIJ$ e INCH LAYER OF WMPAGTED 5TRIJC'IIJF<i,L FILL (MINIMM). F'ROVIDI! i'ELDED ~'liRE FABRIC 66 -l'll.4 x 1.4 IN FLAT 5HEET5, PLAGE I INCH FROM TOP OF 5LAI3S IN ALL 5L.ABS ON 6RAPE liNLE55 01'HERI'ii5E 5HO!'I;. 5Al'l aJT PAi'ELS AF'PROXIW.TEL 'f SGIJAAE NOT TO EXCEED 15 FEET. 1. THE CONCRETE c.otm<AGTOR SHALL INSTALL OR GIVE OTtER TAAOE5 AMPLE OPI'OR'T\JNIT'f TO INSTALL ALL ANCHORS, BOLTS, PLATES, NAILERS, SLOTS, CHA5E5, PIPE 5LEEVE5, ETG., AS REGIJIRED eY THESE 1RAPES. THE CONTRAGTOR 5HALL VERIF'I' ALL DIHEN510N5 BEFORE 5ETTIN6 5CREED5 AND FORMS. e" q_ FOUNPATION l'lALLS SHALL BE PLACED IN ALTERNATE LENGTHi, NO HORIZONTAL JOINTS SHALL 6E fl'ER.MITTED .EXCEPT AS 5HOI'tl ON PLANS. FOUNPATION I'VILLS SHALL 6E BRACED MIL ADJOINING FLOOR CON5TRIJCT11'ii IS IN PLAC-E. FROST l'lAL.L5 5HALL 6E BACKFILLED EVENL 'f ON 60TH SIDES OR eRAC-EO UNTIL ADJOINING CONSiRu:;TION IS IN FLAGE ON BOT!l SIDEs. PROVIDE GLEAAENCE5 Ff/.GlM FACES OF CONCRETE TO REINFORCMRNT AS FOL.l.OI'&. (WLE55 NOTED OTHERI'li5E) ~ CAST AGAINST I!AATH !I' (ALL !lARS) c.0Nc.RETE EXP05ED TO EAATH OR I'EA THER :l' ('16 AND LAA6i:R! GONCRETI: NOT EXPOSED TO EARTH OR I'EA THfR ~. l'lALL5 AND JOIST BEAMS AND c;oU).tN5 !MAIN STEEL AND TIES) ., I 1/2' 1015 AND !lM~ 9/4' (Ill AND SM~ I 1/2" (ALL BARS) 12" STEP FOOTINGS NOT KORE THAN ONE FOOT VERTICAL TO Ti'IO FEET HORI~ONTAL HORIZNTAL 1:3. KEY ALL FOOTINGS AND TOPS OF CONCRETE l'lALL5 :iJPPORTIN6 SW'I65" 14. TYPICAL HEADER AT ALL SINOLE AND DOU6LE l'liNDOI'l AND DOOR OPENINGS TO 6E (9) 2xl0 15. CONl"R.IIC.TOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY DI5CREPANCIE5 6ETl'IEEN PLANS AND FIELD CONDITIONS ALL DIMENSIONS ARE TO FACE OF 511JD OR STRIJC,Tl/RE UNLE55 NOTED OTHERY'II5E 11. ALL CO~ 51-¥'-L C-ONFORM TO THE 6UILDING WOE REGIUIREHENTA FOR REINFORCED GOI<iC-RETE' OF THE AME!'<ICAN CONCRETE INSTI'!l!TE (ACI !Ill>) AND LOCAL 6UILDING WOES. ALL CONCRETE SHALL 6E AS SPECIFIED AND RECOMMENDED eY THE ACI FIELD REFERENCE MA)IJAL. Ill. VERIF'I' ALL R0UeH OPENIN65 ~ITH l'i!NDOI"\\DOOR MANI..f'Ac.Tl/RER PRIOR TO 6EGINING CONSTRIJC,TION 1~. ALL I"'IRK iO COMPL 'f ~'liTH KA55ACI-USETT5 STATE 6UILDIN6 WDt: AND LOCAL ORDINANCES. ' I I ' I ' --,, " '· ' " ,~ .. , ,. ~ . 1_: "'J: " ., ~;,:~; """'' I I i I I ! I I j ' I I ! * ,I , '!· I ~ ~ ...• I ~~ ~~ i I ·~· l: § § § ~ . ' ,, "· ~~1 ~ i ~· ~~~~~ ~ (() Lf) ' . ~~ . 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UN.I>,UTHO.IiiiHI P.L'TEFtA1iONS OH ADl)iTIONS 'fO rtllS DR.A.WING !S AV!OLATIQN OF THE NEW YORK STATE E;OU--CA'fiON LAW, ;.,rmcu:: 145, siicnoN noo. ~ ~ . -~.~~~;[-:11~;~---.... '"'""'_ .. _ ~ • "" ,,,, •"· -· , ... '" ........ ~--·---·~----···--·-··•-· ---~· .. , ............. " I ~--· ,_. .. ._ ______ ., .. ·" ... ··f----___ ,, ................ ~ .... ·--·----·· • -~ ~ A~I ~~ ~~L L1 u:~ ~ '-~-~11~·--~ --'--J, r~,~~:-~·j·~ .. .. ' ........................... , ..... __ .. ___ ........... "J /" "TI-H::SE PLANS COMPLV W!HI ALL THE CODES, PRO· VI:; tONS AND lNIENT OF THt: NEVI YORK S'fATE EN!:HGY t'XlNSCHVAY!ON CONSTAUCf!CH'J COOG Pt.flSIJANi' lO M\i'iC:tt £tCI!l-N OF Hie EtUW.>Y l.fi.W.'' NCY; t· Mil.-. tH3JJ1:>iNG STft;~~~S f.Ofi J(l!~HS t. f<.Ai H H:;. 1((() P .. ~~ f Al'·!Ll!tttc .. ;.)[Fl~ 11!iQ P.S.I. fOfi NG. 2 iifM·fHi lH~L [;).$ (lfi·H~n~v~SE. S}·i:Ctf~LO, , NOH: .. h.S.S'Jt-.~Eu ~;A!'(: $.CHll':\f/,;\ii';(; f'i'.l:. s~.1.tf1E l:!JJ.¥1 I .. .. -.. . -... --·--' .. , ...... ~""-" ................. ' ...... , .. , _________ , .. · ... ,.1 -~-. ~ i~ ~L \:' ·. ~-\j:~ l ri I Ji \ 7-ll {../-q' 7~: ------------------~~------~~------~A~! -;r-1--~ j \:)I -I ! i I I ' i " i ! _! -f -3: 7\\ t mu:f: SMQKE-DEIECI!NG N.;P.M Of\llCE,S • Smoke-detediog slarm dovke$, Jn.l~ In cool"~ with Mctioll 1 000.10 oi' ttl~ New '( Ol'ic S:.S!• t,W!oml Are ~ven!.ioo aoo Building Code (NYSUFPOC} Wll: be~ ou\lllde e.1ch aeparate '~ ifell, ln et'<:h ~'nil i ! . l I f \ I . i i ,...J d . .... I ! ... H t l q l ?·-_cr_·~--~~v~·/_ ... _·_·~--.~--~ __ ··~~------~-------~~~~--·~L? _______ k ./1 "l j I I r; .! 1.../•1-J I II UI...P . (/. /i ~e. and on each 1loor level ~~Hle!ccti'l<;J a!wm davice~> !;haU conform lo the l«jiJlromenUI 0( aed!on · ~050.1 ol the NYSUFPS Co<:le. / --""' "-\VITH OPTIONAL SiTTING Ft\1. PLUS 72 S.F:. ,•" ~ . •' "':~·J ..• · .. ,. :·· ·., .1:~ I -f ; v 4-all )! I v "1 l ·· ... ·-;~· ' '·.... ·;,\ / ,\_ ' .. \ I ; . ' I -= I (Jf ~~ I l I I I 1 ! !=\) l t:::::::::~~-----J.-~ I I I I l I I l j ' I l I 1 l )~ ( I ! I I i ! l I .l ~~ ti a: I. ~ ,. ~ i l !iii i ! I l l ;, l I I ! ! I ! I 1 I I i i I t ' I I I l l ' l j ' I I ! l I l ·I I I - i l I l ' ! l I I I l ! 1-i I l I ' L · ....... -t ·I SHEET NO. i Pf'OJECT NO. · 4or-7 I I i _ W· J-,~"(1 ·l.Z.. JAMES FAHY, P.E., P.C. ENGlNEER_ING AN~. DESIGN · 2024 W; Henrietta Ad . . ··Rochester, New Yorx 14623 . . 716. 272-1650 · r.~nvr!nht C> ~~ ' 1 I -- ;) -~ ··"'I ~.··.i····.~.-'··· ~I ;.: __ ~ ~ ' " )-r , ') -~i.. ·\. ·~ \J. -~ ) ') ., .l .'f' :-":: I I ! I I .. , ;...,-. .. ) . l I I I G ... :, -• <> ... .. ·J ..., ?' ... ·'·:.:' !'~"'. . ·. .r· .· ..... .., • • # • • • ·, . .r:: . ~ . ~ • .'-!It ?.:··'~" 0'<) > ~ "' "' .• '·l "' "' ... ·,~·~;.2. ·:_ .. , '! '~-. ' '1 .,.. . .:t -l• ''" .__,. .. 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' .. . .. jt'F: THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY . NOT BE ALTERED, REPRODUCED, COPIED OR USED FOR . NO. O,o.r£: IY: 0£SCRti'TION; CONSTRUCTION WITHOUT THE WRITIEN PERMISSION 1-----r----OF JAMES FAHY, P.E.~P.C. -· UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS .. ---~---'-DRAWING IS A VIOLATION OF THE NEW YORK STATE EDU· ~~..0 ~ . .;..,r-.>·)> ~ z~ 2..""""' ::t~ ~ o .... -<. .:tJ .:m :a .. ___ .. n ,7 . . ¥,,.,;;-. :~~ --~' ~' ····-··-··----'.1-' ·:...::.o..::.....__.-. .,. . ..:....~."" ....., _ _.......,.._ ~~ r-~---------:-' . . ---l;H~El Tm.t: .. C:?~Tiori i 0TAI~ l?V"~JV''l ,~~ \'f -t' 1:----· ·-· -·-OAll: OIV.Viti 8Yl .. CK{Ci((l) 8Yl ~~ '( I "10 . =. f1, 'p . . ' '1· -----. ~c . .. -~lt;~~-~--:: • • .. ···-~---'~ ------··-··----.. ' ......... -----.. ·-~----~.--... -··---------------·-.. ·-----~-----------. ~-I . .. ·~-·-··· --------..-~---.. ·' " ~-·---~--. -t.-... • ---·· ---~ ... ~------------~-------.. ·---.-. ------·----------CATION LAW, ARTICLE 145, SECTION 7209. "THESE PLANS COMPlY '(liTH ALl. THE CODES, PRO. VISIONS AND INTENT OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PER$UANT: TO ARTICLE ELEVEN OF T'<1E ENERGY LAW.'' NOTE: MIN. BENDING STRESS FOR JOISTS & RAFTERS 1CW P.S.I. AND HEADERS 1150 ~.S.I. FOR NO.2 HEM· FIR UNLESS OTHERWISE SPECIFIED •. NOTE: ASSUMED SAFE SoiL aEAAING PRESSURE 2500 · .P.S.F • . . . . . ... . . . . >··:~ Oltt't" .. . .. . . . · . ~ .. .. ,..·· ..-.· I f. ! . I 1 I '1 . ---.. ·--------~--~~--..,....... ... ------:--·-·~--·· ···~---·------------------·-----------·-·--···--·.:1_