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<br />2.
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<br />
<br />E.E.W. : EMERGENCY EGRESS WINDOW
<br />SEE SHEET 51 FOR ADDITIONAL STRUCTURAL DET AIL~
<br />ALL WOOD ~EADERS ARE (2) 2"x 0"
<br />
<br />ALL :NTERiCR DI!":ENSIONS A~E GIVEN TO
<br />Tj..IE iNDiCATED CENTER OF T~E STUD LJNLESe,
<br />NOTED OT~ERW!SE,
<br />
<br />''';'''"
<br />
<br />\...5~eNO
<br />
<br />LIViNG:
<br />GARAGE:
<br />COVERED PORCH:
<br />COvERED ENTRY;
<br />
<br />TOTAL:
<br />
<br />10~0 SF
<br />4~S SF
<br />~4 SF
<br />3~ SF
<br />
<br />232'4 SF ;
<br />
<br />ALL EXTERICR DIMENSIONS A~E GIVEN TO
<br />Tj..IE FACE CF TI-<E STuD CR FACE OF BLOCK
<br />(AS AFFRCFRIATE) W~!CI-1 Lil\ES WIT~ T~E
<br />FOUNDATION BELOW.
<br />
<br />ALL WOOD iN CONTACT WITH CONCRETE OR
<br />MASONRY SI-1ALL BE PRESSURE TREATED OR
<br />APFROVED CEDAR, OR I-1AvE I:; Le. FEL T
<br />BAAAIER
<br />
<br />_____ WINDOW 51 ZE
<br />( 34 '50
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<br />~N=I=cAJ.. NOTlEe. 4 et=ECII=ICATrONe
<br />
<br />1. BUILDI~ CONTRACTOR 4 ALL 5U6CONTRACTOR5 $~ALL Cj...iECK AND VE:RiFY
<br />ALL DjMEN610N6 AND CONDIT!ON6 ON TI--E Joe ~ITE FROM ThE CRALUiNC,5,
<br />2. Di~ENeIOl'le ON TI-oE CRAWiNU ei4ALL. ALWAye i-lAVE PREFef<ENCE oveR THE
<br />eCALED DRAWiNG,
<br />3, Joe 5PECiFICATIONS c CONTRACTUAL REQUI~E~ENTe \-lAVE FREFERENCE OvER
<br />Dr<AWl~ REQUIREMENT6 4 INFO~AT10N,
<br />4, LOCAL CODE REQUIREMENTS' (iF AFPLlCA6LE) FHA REQUIRE~ENTe el-1ALL HAvE
<br />FREFER!iNCe OVER DRAWING C SPEC;FICAT10l'l6,
<br />5>, eOIL 6eNEATH FOOTING 4 CONC. eLAae ON GRACE $HALL 6E IJ.;ELL COMPACTED
<br />CLEAN FILL OF SI;FF:CIENT DENSITY TO SUFFORT 6EARiNG LOADS' TREATED
<br />Ac,AINeT TE:Rl'1IH:6 wlAFFROVED METI-lOD6 AND Cj...iEMICAL6.
<br />~, CONCRETe eHALL Be OF AFFROVED PLANT MATERIALe . AGGREGATEe, TRAl'-ieFCRTED
<br />USiNG APPROVED METHODe 4 CI-<EMrCALe,
<br />1. ALL REiNFORCiNG eTeeL eHALL CONFORM TO L.OCAL eulLDiN(; CODES' Ae,TM,
<br />eTAt'-iDARDS. WHERe ePLICED, IT S\-.IALL LAP 4~ eAR DIA wlA MiN. OF 2'.0".
<br />a, ALL REiNFORCING eTEEL IN FOOTiNG e\-.lALL ae COVERED LUITH A MINIMuM CF
<br />:3" CONCRETE.
<br />~, ALL LUMeER IN CONTACT wlMASOl\RY OR CONCRETE' $HALL BE PREeSi..RE TREATED,
<br />iN6T ALL TeRMITE el-4:ELD WhERe l'-.eCe66A~Y.
<br />1~. FROVIDE iNeECT . RODENT ei4:ELD~ Wj...iERE ALL PLU!":B,NG , LUIRiNGs . VENTe,
<br />PAee t;yo...~;, ~LAe.
<br />II. EXTERIOR WOOD FRAMe WALL.e $i4ALL BE ANC~ORED TO SLAB w/112"X8" LON6 'J"
<br />TYFE BOLTS throu~;, CENTER OF PLATE AT 4'.Zi" rZ),C, 6T ARTING 21" FROM COR,'lERS
<br />wlONE BOLTON eAcl-l 6iDe OJ: ALL DOOR OFENiNGS.
<br />12. ALL CONC. 6LK. CONeT~TrON el-1ALL BE OF UOOD QUALITY AND Co,'FORM TO LOCAL
<br />BUILDiNG CODe5 . AccePTED TRADE FRACTIce6,
<br />13. FRe.ENGiNeeReD TRU5~ee eHALl ae CON5TRucreD OF AFFRoveD r--:eTH005 c
<br />MATeRIAle ACCORDiN6 TO AN E&TAe>L1e,..;ED WOOD TRl,.;ee EN6iNeERiNG FRQ(;RAl'1
<br />CERT;FIED 6'1' T~E STATE OF FLORIDA REGI5TERED ENGi~EEF(.
<br />14. ALL WOOD TRUSSEe, RAFTERS, JOIST6, 6EAMe, POSTS eTC, Si4ALL BE &ECURED TO
<br />Tj...iEIR ot...PPORTiNCs MEMBER6 w/Tj...iE AFF'ROFRIATE CLiPS, STRAPS OR ANCl-!ORS,
<br />WOOD T~..i5eEe eHALL BE ERECTeD' iNeT AlLED BY METj...i005 AFFROvED BY T~E
<br />TRU6& PLATE IN5TITUTE.
<br />\:;. TRUese6 el-lALL 6E TIED TOGETl--'ER wn"x4" seAe6 COl'-'T, ALONG RUN AND TRUseEe,
<br />lc, 2"X 4" 6LOCKING el-JALl 6E IN6TALLED MID.j..IEIGHT OF ALL EXTERIOR WOOD FRAME
<br />UJALL5JFi4A "EClUiREMENT.f<ECOMMENDEO FOR AFPLICATfON OF WIRE LATi4.J
<br />11. EXTERIOR WOOD 51DINC:s OR WOOD COMPo BOARD eHALL l-!AVe A MIN. CLEARANCE
<br />FROM GRADE,
<br />,~. FLOOR PLATE5 OF No"aEARING OR NON.&I-<EAR INTERIOR P)ARTITIONS J"1AY BE
<br />ATTACHED TO T~E eLAB wiRAMeET PiNe No, :3320 OR No, 3348 AT 3'.~" o.c. Cl-!AF<GE
<br />TO Be ueEO WiLL aE DeTeRMiNED 6Y T~e DENelTY OF THE ~LAB,
<br />i~, DRYWALL MATE~IAL . INeT ALLATlON SHALL CONFORM TO LOCAL Coce( At~D ,F
<br />NECEeeARY, Fl-!A) REQUiREMENTS,
<br />2~, FROVICE AN APPROvED FLAeHiNG FOR ALL EXTERIOR OPENINUe, vAl.LEY5 AND
<br />OTI-<ER AREAS &PECiFIEC> ON PLAN6. IN6TALl. A5PHAL T 6A~ED WATERPROOFING Ar
<br />ALL JOIMe 'JJI A POTENTIAL FOR LEAKe,
<br />n $I-lOWER DOOR~ c eATH ENCLO&I",Re& $HALL NOT eE LEee THAN 3/'c" TEMPERED
<br />GLASe OR 1/4" LAMiNATED c,L.AeS OR AFPROVED PLASTIC,
<br />22. iN6TALL 3/c" TEMFERED OR 1/4" LAMINATED GLAe5 iN ALL SLIDiNG 6LAee DOORS, ANY
<br />LUiNDO.u WITHiN 18" FROM T~E FLOOR AND ANY WINDOW WITHIN 24" (1-40RIZ) FROM A DOCR.
<br />23, PREFA6 FiRePLACEe el-olALL BE IN6TALLeD ACCORDiNG TO MF(;R. ePEC{FICATIONS c
<br />LOCAL eUILDING COCEe. ALL Cl-4iMNEYS SHALL. PROJECT A MiN, OF 2'-~" AeovE
<br />ANY PEAK WITH!N 1~'-~" OF Tj..IE CHIMNEY,
<br />24, A 3~" MiNiMuM HEADROOM Ie REQUIReD ABOvE ANY ATTiC ACCES5.
<br />25>, INeTALL 3112" R.II FI8ERULAee BATT INe>LJLATION iN EXTERIO~ FRAME WALL5 AND IN
<br />ANY COMMON UJALL eETWEEN A~ ATTACj..IED (iARAC:sE AND A DWELl.iNG,
<br />2c. PLuMBING, ELECTRICAL AND HvAC eyereM& eHALL COl'iFORM TO CODE,
<br />21, WIi'lDOu..:e AND QOCRe el-1ALL eE oeerc,NeD iN ACCORDA~CE TO eEC. tc0~ OF T~E
<br />58.C. OR A.SCE, 6T ANDARD 1, FOR WiND LOAD REQUiREMENT5, 5EAL WiLL Be
<br />PLACED ON WINDOW, OR BE FROTECTED PRIOR TO FINAL IN5peCT1ON,
<br />28, GARAGE DOORe WILL. BE BE 5TRUCTURAL DE51GNED iN REFERENCE TO 5,a,c, 'c0b OR
<br />A.&.CE. FOR WINDLOAD.
<br />2~. ViNYL OR A~UMiN\JM 610!N4 OR WFFiT
<br />&TANOARD 1, FOR WiNO LOAD ~EQU:REMENTool-!ALL COMPLY TO 6,B.C CR A,5,ce,
<br />30, ROOFiNG MATERIAL ei4ALl BE INeTAlLED FER r1,A.'iI",FACTL.RER5 5PECiF1CATIONe FCR
<br />i4lGI-1 LUiND AREA. e~ALL BE IN6TAl.LED iN ACCOF<OANCE WITH A.6,T.M.C. ~2c, MiNI1"'uM
<br />31. 6TUCCO 2~~.1
<br />THICKNEeS 112" ON MA50'RY WALL At'iD 1/e" OVERALL MET AL PLASTE~ BA5E, WITH
<br />CR WIT~OUT 60LlD eACKIN<::;, CE~ENT1TIOUS FINlel-1 Ie CONelCEiI<ED 5TUCCO,
<br />32, . ALL E><T, CONC. BLOCK WALL5 ARE OE5!GNED Ae $I-oEAR WALl.5 (UNLEe~ 5F'EC!FIC AREA5
<br />ARE iND!CATED ON PLANe) OF( o!-;EAR WAl.L eEGMENTS LUtTi4 Dl,;R.A.WALL REINFORCEMENT
<br />eVERY OTI-<ER aLOCK A5 F='E~ TI-oOE ReQUIREMENre OF T~E NAT. CONC, MA~RY IN5T,
<br />. (NOTE: AReA5 WITH PL\.J~afNG ON eXTERiOR WALLe ARe NOT eHEAR WALLe)
<br />33, ANY Ci4At~6ES TO 6!!ALED DRAWIN66 MU5T Be APFROVED BY Tj...iE CONOUL TiNG ENGiNEeR.
<br />34. WI-<EN TF(U56 MANUFACTl,;RER'6 eEALED TRlJee DRAWING6 ARE Fl.iF:?Nlej..lED, CONTRACTCF(
<br />Ie REoF0N5i6LE TO veRiFY L.PL.IFT LOAD6 DO NOT EXCEEO T~e vALUE FOR T~e COi'll';ECTiONS
<br />01'1 T~eee ORAWING6.
<br />:35>. ALL el--'EATI-.fING OUCH Ae In" CDX' ei4ALL BE NAILED 4" o.c. AT EDGES' 8" o.c, IN FIELD
<br />EXCEPT PL'r\.UOOD DIAPHRAUM6.
<br />3~, Tj...iE! O...lTER FO\.lNDATlo,'1 BARe eI-lALL. BE CONTINUOUS AROUND CORNERe USING cc~eR BAR6
<br />OR BY BENDiNG ThE eAR iN ACCCF<DANCe WI1H 2023.4 OF T~E eeTD 10.~:3 IN
<br />BOTI-l CA6E5 THE MIN:MuM eAR LAP el-<ALL Be 2:'>", ,L:KEW1ee Tj..IE eOND BEAM
<br />ReiNFORCEMENT SI-lALL BE CONTINuoue AROUND CORNERS.
<br />:31, Wf-'EN T~E BOTTOM CI-.fCRD OF A ROOF TRU~6 Ie U5ED FO~ 5TORAGE, T~E TRU6S MANUFACT\...RER
<br />$I-.fALL FROvlDE FOR A MINIMUM OL. . i~ P.S.F. AND A MiNIMUM L L,. 4~ P.S.F. uNl.ES5
<br />AFFRoveD BY THE CONeuL TiNG ENGINeER.
<br />
<br />ENG\NEERING CERTIFICATION OF
<br />STRUCTURAL COMPONENTS ONLY
<br />
<br />WINOOW ~Oua,M OF'eNIN~ Cl-!AF:(i
<br />
<br />WINDOW
<br />CODE
<br />
<br />12 e~
<br />1:3 5~
<br />14 e~
<br />~:; e~
<br />'Q eH
<br />
<br />H32 eH
<br />~:33 e~
<br />
<br />1-0134 eH
<br />1434~ el-l
<br />1-13:; e~
<br />14%' el-1
<br />n eH
<br />1:3 el-1
<br />24 eH
<br />2U;E e~
<br />2:; ei4
<br />2Q e~
<br />32 e~
<br />33 e~
<br />34 e~
<br />
<br />3u;e 614
<br />3:; e~
<br />, :36 5~
<br />
<br />~'
<br />
<br />OOO~ .. r:<OU~1-4 OF='ENINa: CHAr:<i
<br />FRAME OPENING I
<br />Type OF OPENING (Rough Opef11('!e)
<br />
<br />"CRIZONT AL VERTICAL
<br />CALL SIZE +2"
<br />
<br />8LOCK COt~6TRUCTION
<br />
<br />WIDTI-I
<br />
<br />1~ 1/8"
<br />
<br />21 !/4"
<br />
<br />31 3/4"
<br />
<br />~3 1/e"
<br />
<br />x
<br />
<br />x
<br />x
<br />
<br />x
<br />
<br />x
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />x
<br />
<br />x
<br />
<br />x
<br />x
<br />
<br />x
<br />
<br />x
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />I
<br />
<br />CALL SIZE .1" W" L
<br />CALL SIZE -I"
<br />
<br />· ALL MANUF, VARY, oEE
<br />WiNDCW CI-1ART5 PROVIDED
<br />
<br />WOOD FRAME CON6TRUCTION
<br />
<br />~EIGI-IT
<br />
<br />WIDT~
<br />
<br />I-IEIG~T
<br />
<br />PRE .I-JUNG< FH)
<br />
<br />82"
<br />
<br />DOOR 511E FEer
<br />
<br />~DOCR elZE fNCl-ie6
<br />"
<br />F~
<br />F'r<e . ~I;N('S (PH) or IJ.;~AP (UJ)
<br />or FOCKeT (F'KT)
<br />
<br />.
<br />
<br />~
<br />I
<br />(P
<br />
<br />~
<br />!Q
<br />:I
<br />
<br />2~"
<br />38 3/8"
<br />:;~ :;/8"
<br />
<br />l~ 1/4"
<br />
<br />2b l/4"
<br />38 :;/8"
<br />:;~ 1/8"
<br />~3 1/4"
<br />14 '12"
<br />2~ 1/4"
<br />
<br />CALL SIZE +2"
<br />CALL olZE
<br />
<br />x
<br />
<br />DOUel. E DOCR
<br />
<br />SIDE L1GI-H
<br />CASE D: (Pr.s. r...f':e)
<br />BI.FOLD
<br />BiPASe
<br />
<br />POCKETDooR
<br />
<br />A50NRY OPENiNGe
<br />FeR DOCRS
<br />IJJRAP;CGS!=" bd)
<br />61-FOLD
<br />el-pAS6
<br />6L.IDiNG GsL.ASS DR.
<br />(.)
<br />
<br />W"
<br />
<br />212"
<br />82"
<br />
<br />x
<br />
<br />x
<br />
<br />~3"
<br />
<br />x
<br />
<br />CALL SiZE +2"
<br />
<br />al"
<br />
<br />14 1/4"
<br />2~"
<br />
<br />x
<br />x
<br />
<br />3a 3/8"
<br />
<br />x
<br />
<br />3a !;/8"
<br />
<br />DO...6LE CALL.
<br />51ze -2"
<br />CALL SIZE .4"
<br />
<br />. 82"
<br />
<br />2~ s/a"
<br />
<br />213"
<br />
<br />!;~ ~/a"
<br />
<br />x
<br />
<br />S~ 1/8"
<br />S~ 1/4"
<br />~3 1/4"
<br />14 112"
<br />2~ 1/4"
<br />38 :;/e"
<br />
<br />e.&n
<br />
<br />x
<br />
<br />~3"
<br />14 1/4"
<br />
<br />x
<br />
<br />CALL
<br />SIZE ..1-1/4"
<br />
<br />211-112"
<br />
<br />x
<br />
<br />2~"
<br />3a 3/8"
<br />
<br />31 1/8"
<br />
<br />x
<br />x
<br />
<br />CALL. SIZE:
<br />
<br />5>~ :;/8"
<br />
<br />5>~ 1/a"
<br />
<br />x
<br />
<br />POCKE T 5(;D (.)
<br />(pac!<..st)
<br />WiNDOWS (.)
<br />
<br />~~II
<br />
<br />x
<br />
<br />S~ 1/4"
<br />~3 1/4"
<br />141a"
<br />2b 1/4"
<br />38 !;/e"
<br />
<br />I hereby certify that r have performed
<br />to the attached design and it is in
<br />compliance with Section 1606 of
<br />the Standard Building Coda
<br />
<br />~3"
<br />14 1/4"
<br />2~"
<br />38 3/8"
<br />S~ ~/a"
<br />
<br />x
<br />
<br />x
<br />
<br />:;3 1/4"
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />&~ 1/8"
<br />
<br />~~"
<br />b3"
<br />
<br />x
<br />
<br />~~ 1/4"
<br />~3 !l4"
<br />14112"
<br />
<br />x
<br />
<br />14 !l4"
<br />
<br />x
<br />
<br />
<br />
<br />,. "."r '..:
<br />
<br />,:,..
<br />
<br />
<br />.~,
<br />
<br />. )""
<br />
<br />
<br />1'.'
<br />
<br />I
<br />
<br />r /-lORIZ, r
<br />
<br />
<br />..J
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<br />...
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<br />(j)
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<br />
<br />
<br />RECESS AT 5(;D
<br />
<br />/'" "\
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<br />(/)
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<br /> 8
<br /> ~
<br /> PROJECT NO.
<br /> ~130
<br /> DWG NO.
<br /> A 2
<br />
|