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<br />----_.-
<br />FRAME OPENING li
<br />PE OF OFENiNG (R0\,;9h Opef1;r"g) I
<br />
<br />_~llONTAL I VERTiCAL_I
<br />
<br />CALL ellE -2" 82" III r
<br />CALL ellE -2" 82"
<br />CALL 61lE 182" I
<br />
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<br />LANAI:
<br />COVERED
<br />TOT AL:
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<br />GSNEt=CAL. NOiE~ 4 eF'ECn=rCAifONe
<br />
<br />2,
<br />
<br />BUILDi~C, CONTRACTOR 4 ALL eUB.CONTRACTOR6 el-lALL CHECK AND VERiFY
<br />ALL DIMENTI01'-(e AND CONDITIONe ON THE JOB 61TE FROi'1 THE DRAllJiNG6.
<br />DI~ENe~ONe ON T~E DRAWiNG el-lALL ALllJA'(e I-lAVE PREFERE:\lCE OVER THE
<br />6CALED DRAWiNG,
<br />Joe 6F'ECiFICATION& 4 CONTRACTUAL REQUiREMENTe I-lAVE PREFERENCE OVER
<br />DRAWiNC, REQUIREMENTe . Il'iFORMATfON,
<br />LOCAL CODE REQUiREMENTe 4 (:F APPLICABLE) FHA REQUiREMENT5 oHALL HAVE
<br />F~eFERENCE OvER DRAWiNC, 4 6FECiFICATIONe.
<br />eOIL BENEATl-l FOOTiNG' CONC, eLABe ON C,RACE 6HALL BE WELL COI'-':PACH~D
<br />CLEAN FILL OF 6UFFICIENT DENSITY TO SUPPORT E3EARiNC, LOAD& 4 TREATED
<br />AC,AIN5T TERMITE& :.II/AFPROVED METHOD6 AND Ci-OEMiCALS.
<br />CONCRETE e~ALL BE OF AFPROVED PLANT MATERiAL6 . AGCrREGATEe, TRANeFOR'tED
<br />IJSiNC, AFPROVED METHODe . C~EMICALe,
<br />ALL REINFORC,NC, 6TEEL el-lALL CONFORM TO LOCAL BUILDil".C, CODEe . AS.T.M,
<br />STANDARDe, W~ERE ePLiCED, iT SI-iALL LAP 40 eAR DIA wlA MiN. OF 2'.~",
<br />ALL REINFORCINC, eTEEL IN FOOTINC, 6~ALL BE COVERED 1.u!TI-l A MiNIMuM OF
<br />3" CONCRETE,
<br />ALL LUI""BER IN CONTACT 'lJ/MAeO~R'( OR CONCRETE el-lALL BE PREeSl..RE TREATED,
<br />INeTALL TERMITE 61-liELD UJ~ERE NECEeeARY,
<br />PROVIDE iNeECT . RODENT 61-llELOS W~ERE ALL PLUMBiNC:s , WIRING' VEWS
<br />iOAe6 ThRtJ eLAB,
<br />EXTERIOR WOOD FRAi"':E WALL6 SI-iALL E3E ANCHORED TO eLABJJN2 X8" LONC, "j"
<br />T'(FE BOL Te ThRU CENTER OF PLATE AT 4'-0' ~,C, STARTiNG 8" FROM COR;-"ERe
<br />'.l.IIO:'-.:E aOL T ON EAC~ 610E OF ALL COOR OPENiNC,S,
<br />ALL LOAD BEARING WOOD :=RA~E MEi"':BER6 OUCH Ae P06TS , JOI6T5, BEAM6,
<br />RAFTERe, ~EAOERe, ETC, SI-lALL BE N02 KD, e.OUT~ERN ('(ELLOlUJPIl'iE (MiN) OR
<br />ITe EQUivALENT,
<br />ALL CONC BLK. CONSTRt,;CTION el-lALL BE OF 600D QUAL\T'( AND CONFORM TO LOCAL..
<br />BUILDiNG CODES' ACCEPTED TRADE PRACTICEe.
<br />FRE.ENGINEERED TRUS6Ee eHALL BE CON6TRUCTED OF APFROvED METHODe.
<br />MATERIAL6 ACCORDiNG TO AN ESTABUef.-:ED WOD TRUe6 ENGi:'-.:EERINC:s PROGRAM
<br />CERTiFIED BY T~E STATE OF FLORIDA REC,i&TERED ENGiNEER.
<br />ALL LliOOD TRuseEe, RAFTERe. JOieTe, BEAMe, F06Te ETC. 6l-lALL BE eECL.RED TO
<br />Ti-OEIR e0FPORTiNG i"",EMBERS cu/ThE APFROFRIATE CLiP6, 6TRAF& OR ANCi-!ORe,
<br />WOOD TRU6SEe SHALL BE eRECTED 4 iN&TALLED BY ~ET:-;ODe APFROVED ay THE
<br />TRUse PLATE ll"ieTITUTE.
<br />TR\.lSSE6 el-lALL BE TIED T06EThER wl2"x4" 6CABS CONT, ALONC:. RU;o...; AND TRC.66ES.
<br />2"X 4" BLOCKiNG 61--1ALL BE INSTALLED MiD'l-iE:Gl-1T OF ALL EXTER:O~ WOOD FRAME
<br />wALLelFl-iA REQUIRE~ENT-RECOMMENPED FOR APPLICATION OF WiRE LATH)
<br />EXTERIOR U;OOD 6IDI;-";G OR WOOD COMPo BOARD e~ALL HAvE A MiN, CL.EARA;-";CE
<br />FROM C:.RADE.
<br />FLOOR PLATES OF NON-BEARiNC, OR No,\l-oHEAR iNTERiOR PARTITIO:-.;6 i'"1AY BE
<br />AnAC~ED TO Tl-iE 6LAB 1.U/~AM6ET Pi;-..;e No, 3320 OR No, 3348 AT 3'.~" Q.C, CI--IARGE
<br />TO BE UoED WILL BE DETERJ'1INED ay Tf.-:E DENelry OF T~E SLAB,
<br />DRYWALL MATERIAL c INeT ALLATION 6l-iALL CONFORM TO LOCAL COCE( AND :F
<br />NECES6AR'(, Fl-1A) REQUIREMENTS.
<br />PROviDE AN AFFROvED FLAel-liNc, FOR ALL EXTERIOR OPE:-"Ii'<G6, vALLE'(5 AND
<br />OTI-lER A~EA5 5PECiFIED ON PLANe. iN5T ALL Aep~AL T BAeED WATER.FROOFii'<G AT
<br />ALL JOleTe wi A POTENTIAL FOR LEAKe,
<br />ot-101..UER OOCR6 c eAT~ ENCL06LiRE6 51--1ALL NOT BE L.E66 Tl-lAN 3/1b' TEMPERED
<br />c,!...A6e OR 1/4" LAMINATED GLA6e O~ APPROVED PL.A6TIC,
<br />:N6TALL 3f!6" TEMPERE:D OR 1/4" LAMINATED GLA66 'N ALL eL.IDiNG 6L.ASS DOORS
<br />AND ANY U),NCOW WlmlN 18" FROM TI-4E FLOOR.
<br />PRE.FAa FIRePLACEe 6~ALL BE iNSTALLED ACCORDING TO MFC,R. 6PEC!FICATIONe 4
<br />LOCAL BUILDING CODEe, ALL Cl-liMNEye eI--lALL. PROJECT A MiN. OF 2'-0" ABOVE
<br />ANY PEAK WITI-lIN 10'.0" OF n-E Cl-iIMNEY,
<br />A 30" MiNIMUM l-iEADROOi'1 !e REQUIRED ABOVE ANY ATTIC ACCEee.
<br />INSTALL 3'/2" R.II FIBERGLA56 BAiT IN&ULAT:ON iN EXTERiOR FRAME WALLS AND IN
<br />ANY C01"1l"'ON WALL 8ETWEEN AN ATT ACf.-:ED GARAGE: AND A DwELL INC:..
<br />PLUMBiNG, ELECTR!CAL AND I--IVAC &'(eTEM6 5l-iALL CONFORi'1 TO COOE,
<br />WiND0J.,6 AND COORe SI-lALL BE DEe:GNED iN ACCORDANCE TO eEC. 12~:; OF T~E
<br />e.e.c. OR A5.C,E. eTANDARD 1, FOR WiNDLOAD REQUIRE~ENTS. 5EAL. WiLL 8E
<br />F'LACED ON WiNDOW, OR BE PROTECTED PR'OR TO FiNAL iNePECTlo.\j,
<br />c,ARAG~Re WilL. BE BE eTRI..:CTL.RAL DE&:C,NED iN REFERENCE TO e,B.C. '20:> OR
<br />Ae.C,E. FOR WINDLOAD,
<br />viNYL CR ALUMINUM eiDiNC:. OR eOFFIT e~ALL COMPL'( TO e"BC. OR Ae,C,E,
<br />5T ANDARD 1, FOR WiNDL.OAD REQI;IRE~ENTe. .
<br />ROOFING MATeRIAL el-iALL. BE iNeT ALLED PER 1"'ANI../FACTl...RERe ePECIFICATIONe FOR
<br />1-l1C,~ WiND AREA 51-lALL BE INeTALLED IN ACCORDANCE WIN Ae,T,M.C, ~2b, MiNI1"'UM
<br />_6TUCCO 20~,1
<br />Tl-lfCi<NEee 112" ON i"1A&ONAR'( UJALL AND 1/8" OVERALL ~ETAL PLAeTER eASE, WITl-1
<br />OR WITi-lOUT SOLID 6ACKi;-..;C,. CEMENTITIOU5 FiN!6l-l ie CONelCERED 6TUCCO,
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<br />''--
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<br />JJINOC?.~~OUC,H OF'eNIN4 CHART
<br />
<br />WiNDOW
<br />CODE
<br />
<br />BLOCK CONSTRUCTION
<br />
<br />WOOD FRAME CONSTRUCTION
<br />
<br />~.,ORI Z'-r
<br />
<br />'--1"
<br />
<br />WIDTH
<br />
<br />HEIGHT
<br />
<br />WIDTH
<br />
<br />-1[--- - ~~.,
<br />
<br />5:--EA~ F'A"eL
<br />T'1'PE "A"
<br />
<br />
<br />:;'-2" :;'.1"
<br />
<br />:~'-8" ----11--.---- f I
<br />
<br />----~-----~~-~,----.~
<br />
<br />, 11-
<br />
<br />
<br />~-~----------------..~-, ---'----'-'1( I
<br />
<br />I. 2'-0"
<br />- -~-=-=-~~,==~~---==-~=~---=~~~-=t
<br />
<br />ENGINEERING CEr~TIFICATION OF
<br />STRUCTURAL COMPONENTS1 ONLY
<br />I hereby Ct3rtify that I have. pOrformoo
<br />the attached design and it is in
<br />compUancQ with Section 1205 of the
<br />Standard Building Code.
<br />
<br />112 SH
<br />I 13 SH
<br />14 SH
<br />15 SH
<br />I 16 SH
<br />H32 SH
<br />I H33 SH
<br />H 34 SH
<br />H345 SH
<br />H 35 SH
<br />H 36 SH
<br />22 SH
<br />23 SH
<br />24 SH
<br />245 SH
<br />25 SH
<br />26 SH I
<br />32 S~T537/8"
<br />.:33 SH 1
<br />34 SH I
<br />I 345 SH
<br />[35~
<br />~SH I __x
<br />
<br />26"
<br />
<br />19 1/4"
<br />
<br />x
<br />
<br />x
<br />
<br />38 3/8'
<br />50 5/8'
<br />63"
<br />74 1/4~ r
<br />26"
<br />
<br />26 5/8"
<br />
<br />CALL ailE .2"
<br />
<br />81"
<br />
<br />_J
<br />-1
<br />l)
<br />l-
<br />II
<br />w
<br />>
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />DOt,;BLE CALL.
<br />61ZE -2"
<br />CALL ellE +4"182"
<br />
<br />CALL ~
<br />&fZE -1.1/4" I 81-1/2"
<br />
<br />CALL 61ZE 80"
<br />
<br />83'
<br />
<br />27 1/4"
<br />
<br />x
<br />
<br />38 3/8'
<br />!30 5/8'
<br />
<br />x
<br />
<br />x
<br />
<br />56"
<br />
<br />!~ECE5S A T ec,~
<br />
<br />II
<br />
<br />CALL ellE .1" 80" I
<br />CALL ellE -I"
<br />
<br />· ALL MANUF. VA~Y, eEE I
<br />WI1\DOW Cl-1ART5 FROvlDED I
<br />
<br />x
<br />
<br />63"
<br />74 1/4'
<br />
<br />x
<br />
<br />37 3/4"
<br />
<br />26U
<br />
<br />37 1/8"
<br />
<br />x
<br />
<br />x
<br />
<br />38 3/8'
<br />50 5/8'
<br />56"
<br />63"
<br />74 1/4'
<br />26"
<br />38 3/8'
<br />50 5/8'
<br />56"
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<br />53 1/4"
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<br />63"
<br />74 1/4'
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<br />= SHEARWALL (SEGMENTS)
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<br />ALL iNTERIOR DIMEN6!Q,\l& ARE GIVEN TO
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<br />ENTRY:
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<br />1919
<br />564
<br />159
<br />25
<br />2667
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