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<br />BUILDiNG CONTRACTOR I ALL SI.,;B.CONrRACTO~5 SHALL Ci-:ECK AND vERF(
<br />ALL DIMENTiONS AND CONDIT!ONS ON Ti-:E JOB 51TE F~OM Ti-:E DRAL~iNG5,
<br />DIMENSIONS ON Ti-:E DRA'''uING 6HALL ALU,AYS f-JAVE FREFERENCE OvER n..:E
<br />SCALED DRAWiNG,
<br />JOB SPEC:FiCATIOl'-tS C CONTRACTUAL REQUiREMENTS f-JAVE FREFERENCE OVER
<br />DRA'''uING REQUIREMENTS C INFORMATio,'J,
<br />LOCAL CODE REQUIREMENTS C (:F M~PL.:CABLE) FHA REQUiREMENT6 SHALL. HAVE
<br />PREFERENCE OVER DRAUP"G - SPEC:FICAT'ONS,
<br />oOIL BENEATH FOOT,NG I CONC, SLABS ON GRADE S~ALL BE WE!..L CO....PACTED
<br />Cl_EAN FILL 0= Sl..ll=FiOENT DENSITY TO SuFPORT BEARi:-"G LOADS C TREATED
<br />AGA,NST TERMiTES w/AFPROVED METi-:ODS AN:) O..:EM:CAlS.
<br />CONCRETE Sf-JAL~ BE 0= Apr=ROVE? PLANT l'-'!ATERIAL5 _ AGGREGATE5, TRANSPORTED
<br />IjSING Ar=FROVED METHODS l Ci-:EM!CALS.
<br />ALL REiNFORC'~G STEEL SHALL CO:-"=ORM TO LOCAL BUILD:NG CODES C A6.T,M,
<br />6~ANDARDS, Wi-:ERE SPL:CED, iT S.JALL LAP 40 BAR DIA 'JJIA M,N, 0= 2'-0 ,
<br />A!...L REINFORCING STEEL iN FOOTi.....G SHALL 8E COVER:::D WITH A M,NIMi.;M OF
<br />3" CQ:""CRETE,
<br />A'_L Lui"":BER iN CONTACT '.u;MASOM~Y OR CO.....CRETE S~~ALL BE FRESSi....RE TREATED,
<br />,NST ALL TERMiTE SHIELD ll)i-ERE NECESSARY,
<br />:0, PROViDE: IN6ECT I RODENT e....'ELDS ll)hERE ALL PLUMB,NG . J);RI~G evENTS
<br />PASS ThRU SLAB,
<br />E:><TER:OR u..cOD FRA~E WA:..~5 SHALL BE A\iC"':CRED TO SLAB w/l/2'X8' L-ONG 'J'
<br />TYFE BOL TS ThRU CE\JTER OF PLATE AT 4 .0" 0C STARTiNG 8' FROi'" COR:-"=RS
<br />...IOM: BOLTON EACH SICE 0= ALL DOCR OPE\j:NGS,
<br />A~_L LOAD BEAR!NG lJ.;COD ::RA;--'E ~E"-':BERS SUCH AS FOS-;S , JOiSTS, BEA:--:S,
<br />RAFTERS. hEACERS. ETC, S~ALL. B:: \;0.2 KD, SOUT ..ERN (YELL-OW/p,'E (I'1,N) C,R
<br />iTS EQUivALENT,
<br />ALL CO~C BLK, CO\tSTRUCT!ON Sf-iALI_ BE CF GOOD QUALiTY A'D CONFORM TO LOCAL
<br />BUILD;NG CODES C ACCEPTED TRACE PRACT!CES,
<br />PRE:-ENGi\iEERED TRGSSES ShALL 8E CO:\iSTR'",CTED CF APPROVED METf.-oOD5 4
<br />MATERIALS ACCORD,NG TO AN EST4BLfe...ED WOOD TRioJSS ENGiNEERi:\,G FROG RAM
<br />CERTiF!ED 5Y n..E STATE OF =LCROA REGI6TERE:D E~C,INEER,
<br />ALL 'J.jOOD TRuSSES, RAFTERS, ~OiSTS, BEAMS, POST5 ETC, Sf-JALL BE: SECuRED TO
<br />~i-.E:R SI,.PPORTiNG ~E~BERS '.w/H..E APPROPRiATE CLioS, STRAPS OR ANCHORS,
<br />WOOD TR\;SSES SHALL BE ERECTED I INSTALLED BY i"":ETi-ODS APPROVED BY Ti-:E
<br />TR1.J6S PLATE INSTlrUTE,
<br />'0, TRI.;S6ES ShALL BE T:ED TOGEH..ER i.U/2x4" SCABS CONT, ALONG R:..N AND TRl.JSSES,
<br />2'X 4" BLOCKI.....G S.JALL BE NSTALLED MiD-hEiGHT 0: ALL EXTERiCR WOOD i=RAME
<br />lUALL5/FI-JA REQI.; REMENT.RECOMMENCED =OR AF'PL:CAT'ON 0= WRE LATI-J)
<br />EXTERIOR WOOD SiDl~G OR WCOD COI"'iP, BOARD SHAl.L HAVE A "11\0, C'_EARASCE
<br />FRO"1 GRADE
<br />!':l, FLOOR PLATES OF NON-BEARI'G OR :'...:ON.Si-:EAR INTERiOR PARTITIONS MAY BE
<br />ATTAChED TO n..E SLAB JJ/RAMSET FI:\iS ",,0,3320 OR No, 3348 AT 3'-0' o.C, CHARGE
<br />TO BE GSED WilL BE DETERi"Ii:\.ED BY Tf-'E DENSITY 0= ThE SLAB,
<br />20. DRYWALL MATERIAL C INSTAU_ATION Si-A'LL COl'>.FCRM TO LOCAL CODEr AND t=
<br />NECESSARY, FHA) REQU REi""ENTS,
<br />PROViDE AN At::pROvED FLASHING I=OR ALL EXTERIOR OPEN~GS, vAL:"EYS AND
<br />OThER AREAS S=-ECi;:::ED ON PLANS, INSTALL AoP~AL T BASED WATER~ROO=~~C, A'"
<br />ALL JOISTS wi A FOTENTIAL =CR LEAKS,
<br />22, o~~OWER DOORS - BATH ENCL.OoI.,;RE5 Sf-JALL NOT BE: LESS TL;AN 31'b' TEi"":Pi::RED
<br />GLASS CR !/4' LAMiNATED GLASS CR AFPROVED PLASTIC.
<br />23, iNS! ALL 3I'b" TEMPERED OR 1/4" LAMiNATED GLASS\J ALL SliDiNG GLASS DOCRS
<br />AND ANY WINDOll) WI'f'hiN 18" FROM ThE FLOOR
<br />24, FRE-FAB F:REoLACES ShALL BE NSTAL.LED ACCCRD'NG TO MFGR, SPEC,i= CAT O:-"S l
<br />LOCAL BUiLD'NG CODES, AU.. CHIMNEYS Sf-iAL,- PROJECT A Mi:>.j, OF 2.0' ABOVE
<br />ANY PEAK J)ITh:N '0.0" OF ThE O-<iMNEY,
<br />2::;, A 30" MINIMUM f-'EADROOM 16 REQU,RED ABOv:: ANY ATTiC ACCESS.
<br />2b, !'lSTAl..L 31/2" <;(-11 FIBERGLASS 8A'; I:,\:S:)LATION iN EXTE<;(~CR FRA~E u..ALLS A",D IN
<br />ANY COM~ON WALL BETWEEN AN ATT AC:-':ED GARAGE AND A DWELLING.
<br />2', r.;>LuMBiNG. ELECTRiCAL AND H'.IAC SYSTEMS SHALL CONFORM TO CODE,
<br />28, W.~D0l15 AND DOORS S~~ALL BE DES'G:-.oED iN ACCO~DANCE TO SEC, i20::; OF T:-.:E
<br />S,BC, CR A.S,C.E. ST ANDARO ;, FOR uJlNDLOAD REQUiREMENTS, SEAL WILl. B::
<br />PLACED ON WiNDOW, OR B:: FROTECTED FRiOR "'0 FINAL INSPECTiON,
<br />2~, GARAGE DOCRS W1L.L BE BE STRuCTI,..RAL DESiG~ED iN REFERENCE TO sac, '221:-' OR
<br />ASCE, FCR WINDlOAD,
<br />';0, VINY.LCR.~L~t1rN\LM SIDING CR_SCFFIT Sf-JALL COMl""~,_ Y TO S,B,C, OR ASC.E.
<br />ST ANDARD " FOR WiNDLOAD REQU:REi""ENTS.
<br />';1, RCO=ING MATERIAL. S:-':ALL BE INSTALLED oER MANl.lFACTt...,RERS SFEC,FiCATIONS =CR
<br />H'GH lj)iND AREA SHALL BE ,NST ALLED iN ACCCRDANCE WIT..l AS,T,MC, ~2~, M,~,W.V-'1
<br />';2, owc..CO 20~
<br />TH:C,(,NESS 1/2' 0", MASONARY I.l.iALL AND '/8' OVERA_L.. METAL PLASTER BASE, JJTh
<br />OR wm':O",T SOLID BAC~ING, ,_CEi""ENTITOI.JS F:NIS.--J~~ONSiDERE:) SIuC~Q
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<br />!L___ _ ~.:CRIZONTAL I VERTiCAL J,
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<br />~~OIDE LIGhT __ - C4LL SiZE _Ir-- e;-~=--J! -----. ~r
<br />CASED'(Fre-""-...rc;) !-'
<br />I a! .FOLD - II CALL SIZE -2' el' I I Ul-~
<br />BIPASS
<br />I FO~KET DOO'" j DOCBlE CAll 83" 'II. I ~
<br />~ SIZE -2' ! I >
<br />IWAO~~~YD~~~~~G5 CALL-SiZE .4 -'8r---J I I 1
<br />1lJ,"'APi6\0C';:;- CAL~---' -------- i --r.._._:r ----;-{
<br />I BI-FOLD SIZE -1-1/4" el.'/2' I / -
<br />__ ai-PASS _ ____---.J L RECESS AT SGD
<br />Ii SUD;NG G~AoS DR.I CALL SIZE f8~---I'
<br />i I (.) I
<br />II POCKE~ SC:sD-M] CA_~-SIZE .1" -80- I I
<br />(poc<..eU i CAc..L 51ZE -I"
<br />ILI-W~D0:1&-(0--r:-ALL MANI..l=, VARY, SEE--\ I
<br />I l"Ui~DOW ChARTS PROV,DED
<br />L-.:==--==:====---==::~-===---~-===--~--=::::=~_-==- ----====-___-----"
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<br />J"J!NOOUJ F<OU~;"~ OF'5NING: C~A~i
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<br />BLOCK CONSTRUC nON
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<br />WOOD Fr~AME CONSTRUCTION
<br />
<br />, ~Gr=ND
<br />LE -' r i i
<br />
<br />WINDOW
<br />CODE ~
<br />I WIDTH HEIGHT WiDTH HEIGHT
<br />
<br />112SH -[197/8" x ~86"~/8,1 191/4" x 261/4"
<br />~ 13 SH 1- x ..) ..) r x .38 5/8"
<br />I 14 SH -F--- x 505/8T x 50 7/8"
<br />~SH-= __ x __6~T x 63 1/4"
<br />, 16 SH x 74~ x 74 1/2~
<br />H32 SH 12~ x 26" 26 5/8" x 26 i /4" l
<br />H.33 SH r---;---~383I8'~- x 38 5/8" !
<br />FH34 SH I x 50 5/8' x 50 7/8~
<br />, H345 SH r x 56" x 56 1/4" I
<br />H35 SH I x 63" F x __~1/4"-1
<br />,136 SH r- x 14 1/4' x 74 1/2" !
<br />
<br />~~ ~~ _ -P7 3/4" -:-----~~" 3/81 37 1 /8" _~_ ~~- ~j~':, ~
<br />
<br />24 SH '-----~-- 50 5/8'1 -----;;- 50 7/8'-:-1
<br />245 SH t--- x 56" -t _. x ---5617~-1
<br />25 SH r-----~- 63" x "631/4" i
<br />26 SH T---~-- 74 1/41-------;--- 74 ~/~-!
<br />132 SHI 53 7/8" x 26" [--53 1/4" -x- 26~-1
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<br />~ ~:; ~=~- : -~--~.~~~ ~;~1- :~- - -- ~~~;:::]
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<br />I 345 SH I x 56" x 56 1/4" :
<br />I 35 SH -T----;- 63"--1--- x - 63-1/4;;--11
<br />r'36~,----~ 741/4T-- x--- 74-'/2" !I
<br />-- ----=====---_=_ _-======::::::::------===_____..J
<br />
<br />~ SHEA,RWALL (SEGMFNTS)
<br />
<br />(
<br />(SEE PL_AN FOR l_1=NGTriS)
<br />
<br />I hereby certitl that' have performed
<br />tho attached dosign and it is in
<br />compliance with Soction 1205 Or tho
<br />Standard Building Code.
<br />
<br />l"'~"''i
<br />
<br />C=~F:~AMIN~ NO,.e&:----~1
<br />
<br />ill AL_ iNTERIOR DIi"":EN510NS ARE GIVEN TO 11
<br />I ThE !ND:CATED CE"i'fER 0= ThE ST..;D UNLESS !
<br />II ",' 'OT=D OT~..;::!'""I!I:a..;:: ,i,
<br />,I ," '- -"".... '-'-, Ii
<br />i'l I
<br />II AL_ EXTE<oc:OR DIME:-"SONS ARE GiVEN TO
<br />THE FACE CF Tf-'E STl.;D OR FACE 01= BLOCK
<br />(AS AFPROPRiATE; WHIC~ LiNE5 wiTH ThE
<br />;::OU'<DAT'ON BE:"OW.
<br />
<br />F==----
<br />\l___ ___L.ee:,e~o
<br />
<br />11@!2~DCOR SIZE FEET
<br />
<br />I COOR S'lE INO~ES
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<br />! 3:~
<br />I ------~ PRE - Hl.I:\,G (F~) or I.l,RA~ (vJ)
<br />I i or FOCKET (F~ T)
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<br />LANA:
<br />COVEf~EC
<br />
<br />1992
<br />549
<br />193
<br />50
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<br />AL~ WOD N CONTACT W'T" CO"C"'ETE 0'" I
<br />MASONRY o~ALL BE PRESSl..~E T~EATED O<OC I
<br />APFROVED CEDA~, OR HAVE i::; LB, FEL T I
<br />BARRiER. I
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<br />PROJECT NO.
<br />~;4(z)
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<br />DWG NO.
<br />A2
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