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'7 "I . <br /> <br />t 3'-0" 1 <br />{ <br /> <br />/ <br /> <br />. <br /> <br />. <br /> <br />'b'.0" <br /> <br />l 3'-0' I <br /> <br />"e~e:AA PA"ELf <br />T'rF'S 'A' _/ <br /> <br />:22'.0" <br /> <br />~IA21 <br /> <br />~r~a t ~oom <br /> <br />Ma&tsr 6sdroom <br /> <br />'b'.4"x 1:;'-10" <br />CAT~. CL~. <br /> <br />'b'.0"x 23'-0" <br />CAT~, CloG, <br /> <br />.. I <br />-~I---------------------- <br />~ CA TI-l, RID6E <br />'" <br /> <br />I <br /> <br />I ~_ 'b'.4" <br />._-~~- 1---- -.-.--.--------, <br />3'.8" ~'-b" <br /> <br />@\ @ 1- <br />~~. 2~ ~ (J ~ <br /> <br />~I'(.) e"' .A, <br />WALL 42" AF.F. } ~ -~~~~ .t ~~ ~-" <br />ARC~ ABOvE . - - - - - - - - u:; \ J 2~ ~ <br />II'.~" . 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"! <br />I ~ ~ ~ <br />IU <br />I · <br />I~ . <br /> <br /> <br />'" <br />'. · t~ <br /> <br />v/ <br /> <br />'t ~ <br />I I <br />:! ~ <br />~ <br /> <br />~ <br />, <br /> <br />d) <br />'t N <br />I <br />N <br />N <br /> <br />. . <br /> <br />F:(OU~H OF"5NINO CHAF<T <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 /> <br />r~----- <br />II OOO~ - <br />11 TY <br />I <br />I FRE.~l;NG(P~) <br />r DOUBLE DOOR <br />I <br />Ic <br />I <br /> <br />elDE L IGI-4T <br />A6ED,(Pre-fx..r"9 ) <br />BI-FOLD <br />BIPAee <br /> <br />POCKE T DOOR <br /> <br />hAeO:\RY OPENiNG~ <br />FCR DOOR6 <br />U;RAP:(G~p, eel) <br />BI-FOLD <br />BI-PAee <br />5LIDiN6 GLA5e DR. <br />(.) <br /> <br />POCKET OGD (.) <br />( pocket) <br />\ WiNDowe (.) <br /> <br />r"""""~ <br /> <br />LIVING: <br />GARAGE: <br />LANAI: <br />COVERED <br />TOT AL: <br /> <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, <br /> <br />3. <br /> <br />4, <br /> <br />~. <br /> <br />6, <br /> <br />1. <br /> <br />8, <br /> <br />~. <br /> <br />10, <br /> <br />11. <br /> <br />12. <br /> <br />13. <br /> <br />14, <br /> <br />1~ <br />:;). <br /> <br />'b. <br />i'. <br /> <br />'8, <br /> <br />i~. <br /> <br />20, <br /> <br />21. <br /> <br />22. <br />23, <br /> <br />24. <br /> <br />2~, <br />2b. <br /> <br />21. <br />2&, <br /> <br />2~. <br /> <br />U>. <br /> <br />~1. <br /> <br />32. <br /> <br />=:J <br /> <br />11- <br /> <br />''-- <br /> <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" <br /> <br />53 1/4" <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />'x <br /> <br />LEGEND <br /> <br />x <br /> <br />x <br /> <br />63" <br />74 1/4' <br /> <br />x <br /> <br />= SHEARWALL (SEGMENTS) <br />(SEE PLAN FOR LENGTHS) <br /> <br />~~AMIN6 NOiSe: <br /> <br />~I <br /> <br />L <br /> <br />ALL iNTERIOR DIMEN6!Q,\l& ARE GIVEN TO <br />Ti-OE INDiCATED CENTER OF THE eWD IjNLEee <br />NOTED OTl-iERW!eE. <br /> <br />ENTRY: <br /> <br />1919 <br />564 <br />159 <br />25 <br />2667 <br /> <br />ALL EXTERiOR DIMENe:ON6 ARE 61vEN TO <br />THE FACE OF T~E 6TUD OR FACE OF BLOCK <br />(Ae AFFROPRIATE) Wi-lIC~ LiSEe WITH T~E <br />FOUNDATiON BELOW, <br /> <br />S.F, <br />S,F. <br />S.F, <br />S.F, <br />S,F. <br /> <br /> <br />. t .... <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 />x <br /> <br />x <br />x <br /> <br />x <br /> <br />x <br />-- <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />!..EC,5NO <br /> <br />'.u,NDOW 51ZE <br /> <br />-- II <br /> <br />I <br /> <br />26 1/4" I <br />38 5/8" I <br />50 7/8" I <br />63 1/4" I <br />74 1/2" I <br />26 1/4" I <br />38 5/8" I <br />50 7/8" ! <br />56 1/4" I <br />63 1 4" I <br />74 1/2" 1 <br />26 1/4" I <br />38 5/8" I <br />50 7/8" II <br />56 1/4" <br />63 1/4" I <br />74 1/2" I <br />26 1/4" ---j <br />38 5/8" ~ <br />~ 7/8~ <br />56 1/4" I <br />63 1/4" <br />74 1/2" <br /> <br />HEIGHT <br /> <br /> <br /> <br />",.- <br />I <br /> <br />w <br />~ <br /><{ <br />o <br /> <br />(/) <br />z <br />o <br />(j) <br />5 <br />w <br />0::: <br /> <br />'.I) <br />m <br />I <br />i.I) <br />I <br />\.0 <br /> <br />i.I) <br />(j) <br />I <br />N <br /> <br />I <br />\.0 <br /> <br />...- <br />0- <br />w <br /> <br />...- <br />0- <br />w <br />, , <br /> <br />>- <br />ro <br /> <br />>- <br />Cl) <br />o <br />w <br />::::c:: <br />u <br />w <br />(} <br /> <br />~ <br />~ <br />a::: <br />o <br /> <br />b. <br />::s <br />~ <br />~ <br />~ <br /> <br />t: <br />tn <br />. ..... <br />tA <br />~ <br />~ <br /> <br />~ <br />~ <br />t) <br />~ <br />tfil <br /> <br />~ <br />~ <br />~ <br />~ <br />t) <br />~ <br /> <br />LU <br />---1 <br />LU <br />U) LU <br />z I- <br /><t (j) <br />...J <br />~ ~ ~ <br />{S L <br />:r <br /> <br />'*t <br /> <br />. <br /> <br />(l <br />L <br /> <br />~ <br />C..) tJJ <br />{;j C..) <br />~ ~ <br />~ ~ <br />~ ~C..) <br />~~~~ <br />, '<l;~~~ <br />en C..)tJJCl:: ~ <br />Z ~~t-.,~ <br />~ ~~~~ <br />d ~....::'<l;~ <br />Q.,,~~I~ <br />~~tJJt..:l <br />W ~~~iI) <br />(J) ~~Q~ <br />'::J ~ iI) ~ ~ <br />o '<l;~"""-4 <br />T Cl::~2s; <br />I &<:l '<l;CJ <br />h ~ <br />:::::J Q <br />a... Q <br />~ Cl:: ~ <br />(..) V) <br />~ <br />~ <br />~ <br />~ <br /> <br />~ <br />~ <br />C< <br />~ <br />~ <br />~. <br /> <br />o <br />N <br />N <br /> <br />.c <br />0. <br />eLl <br /> <br />. 'i <br /> <br />~ . <br /> <br />'\ <br /> <br />coCO <br />C")co <br />C")~ <br />C")~ <br />I I <br />COCO <br />CO~ <br />~~ <br />I I <br />~ -... <br />"""" <br />c::::>c::::> <br />~~ <br />'-'- <br /> <br />2 <br /><I <br />_J <br />fl <br />~ <br />() <br />() <br />-I <br />IL <br /> <br />PROJECT NO. <br />~E>3~ <br /> <br />DWG NO. <br />A2 <br /> <br />, t ; <br />I <br /> <br />. ,\ <br />