Loading...
HomeMy WebLinkAboutBIN A-1 PERMIT 2170 ; '-J : '~. ~-' .' , , !'.. .. .0"' ,. ",..I .t~: w.~. ~" '.. ',~ , '....'; ,~ ' ~, ~ > ,'ii' I, A c ~ w.w. ~ .- WINDOW ~/161 TAPCON LOCATION CHART . - LOCA TfON IN HI!A,D CALI. eUCK 81Ze LOCATION IN JAMa el.z:e 30 pep TO 40 pep 41 pep TO 10 P6P 30 F6P TO 40 P6P 41 pep TO 10 P6:= 12 16 1/6 X 2' 8 a P, G P, C, 13 113 f/6 X 31 3/6 ' a a P, c, P, G 14 16 1/6 X 4~ 9/6' f:' a F, G P, G 14-' 16 1/6 X ~& 1/4 f:' a P, G P, G I~ 1& r/a )( 1402 e 19 II, () 11,0 j..-~- ." ,. .. ' , ...., _. fj It. W " rI 9 II, ct i", <3, H, I '1 '13 II~ X~3 a a P, G '---~-'- ---------- P, G, J, K 1142 / 32/2 2!:'; 1/2 X 29 a a P, G P, G 1143 / 3312 2& 1/2 X 31 3/6 a 8 P, G F, G lH4 / 3412 29 1/2 X 49 9/6 a a F, G P, G, 14, I 1144-& / 34-S/2 2& 1/2 X &9 1/4 e a P, G P, G,14, I lH~ / 3S12 2S 1/2 X ~2 a a P, G P, G, 1-4, / IH~ / .3~/2 2& 1/2 X 11 a 8 F, G F, G, 1-4, I 1141 / 31/2 2& 1/2 X 63 a e F, G, J, K F,G, J, K 30 112 X 2~ ~ 112 X 29 e a F, G F, G 30 1/2 X 313 3/13 29 1/2 X 31 3/13 a a P, G P, G 30 1/2 X &0 SI6 29 1/2 X 49 &/13 a a P, G II, G, H,/ 30 112 X !l\~ 1/4 29 112 X && 1/4 S a P, G P, G, 14, I 30 1/2 X ~3 29 1/2 X ~2 a a F, c, F, G, 1--1, 1 30 1/2 X 12 29 1/2 X 11 a a P, G, 1--1,1 II, G, 14, I 30 1/2 X 64 2~ 1/1 X 83 S 8 F, G, J, K P, G, J, K 22 2&I12X29 e a F, c, P, C, 23 2& 1/2 X 31 3/13 a a F, c, F, G 24 2!) 1/2 X 49 9/6 a. e II, C, F, G, 1--1,1 24-9 29 1/2 X &9 1/4 a a F, G F, G, 1--1, I 29 2!) 1/2 X ~2 a a P, G, 14, I F,G, 1-1, 1 2~ 2& 1/2 X 11 a a 1", Gl, H, I D, 1:, P, G, 14, I 21 2!; 1/2 X 63, a a F,G, J,K F,G, 1-4,1, J,K . 42 X 2~ 41 X 2S a a P, G fI, Go 42 X 38 3/& 41 X 31 3/8 a 8 F,G F, c" H,' 42 x &0 ~/6 41 X 49 !M~ a a P, G F, G, 1-4, I 42 X ~ 1/4 41 X ~ 1/4 a 8 F, G, 1-1,1 F, G, 1-4,1 42 >< {'3 41 X {'2 e a F, G, 1-1, I 0, e, F, G, 1-1, I 42 X '2 41 X" . 8 e F, G, 14, I D, E, F' G, 14, 1 42 X 134 41 X 133 a 8 P, G, J, K F, G, 14, I, J, K 48X2~ 41 X 2S e A,C P, C, F, G 48 X 38 3/8 41 X 31 3/8 a A,C P, G F,G,I--I,I 48 X &0 9/13 41 X 49 SIB a A,C F, G F, (to,~" 48 X ~ 1/4 41 X $& 1/4 a A,C F, G, 14, 1 F, G, 1--1, I 48 X ~3 41 >< ~2 a A,C F, G, 14, I D, E, F, G, 14, 1 48 >< 12 41 X 11 a A,C F, G,14, / D, e, F,G, 1--1, I 48 X 64 41 >< 63 a A,C F, G, J, K D, e, F, G, 1--1, I, J, K 32 92 1/6 X 2:7 a A,C F, C, P, G 33 :;2 1/8 x ~, 3/6 a A,C F, G F, G, 1-4,1 34 92 1/8 X 49 SIB a A,C F, G, 14, I P, G, 1--1, I 34-~ 92 1/8 X !;!) 1/4 a A,C IS, G, 14, I D, e, F, G, 1--1,1 3::; &2 1/8 X ~2 a A,C F, G, 14, / D, E, IS, G, ~, I 3e> &2 1/6 X 11 a A,C P, c" 14, I 0, e, P, G, 14, I 31 92 1/6 X 83 a A,C P, G, J, K 0, e, P, G, 1--1, I, J, K o ~ ,- 'J' ~ 14 ~, -." ~ . WINDOW D~AIL F~OM ~XimIO~ , eHIM .60& ~!!au'~eD Ai EACH INerAlLATION ANCHO~, ALLOWABL.e eHIM er ACK 10 ee 1/411 IN&TALLAiION ANCl..JOn i1UeT ee OF OOFF1ClENi LENGil4 TO ACHIEVE MINIMUM EMBEDMENT IF I 1/411 INTO MAE!>ON~Y on CONC~~E. uee 314" WOOD ~CK AiTACI-IEO TO MAeON~Y WALL. Oe81GNW 6'( OTHEF<8 uee 81L.ICONtIED AC~YL.IC CAUl.K BEHIND WINDOW FLANGE AT HEAD AND JAMB. 8/LL MU~ri" BE ATTACHED TO ooa6i~ATE WITH VULKENM 116 ADHE81ve OF~ APPf<Ove:> CAULK GLA8& tHICK.Neee MAY YA~Y PER RE~If<EHENTa OF A8TM EIWO GLAe6 CHART ALL FACTO~Y APPLIED I=JOL.Ee NOT DE6lGNATED FO~ TAFCON6 8l--1OULO at: FILL.a:> WITH 0& ec~aue OF eUFFICfENT L~N<1sTH TO PROYIOe MINIMUM !;/au B16CDM~T INTO WOOD BUC\< WINoowe TO BE INaTALL~ U81NG ~1411 P.T. eUCK eT~II;;) MINIMUM WIDTH OF WINDOW F~AME INeT ALLING iN OPENING WHmE WfNOOUJ i~ IN8TALLW IN MAeoN~Y OPENING WITH A eTf<Ucru~AL 2 x WOOD eUCK wee 010 ec~alJe OF aLIW1ClENT LEN~i~ TO ACl=4leve 1 3/&d MINIMUM EMeEDMENT AT ALL INeTAL.LATION FA&TgNE~ LOCAilONe W~CN MUL. il~Le UN\i~ ARE ueED THe WINDoW MANUFACiu~e , . MU&T p~ovloe AFP~O~f<rATe MULL eA~ AND INerALLATION~'," INeT~UCTI()Ne ~AT MEf.IT WIND LOAD p~Eeeu~e RATINGie ON P~AUJINGl& FL6f110A ~mUDme/ Mllf! eTONE WINDOW e~l~a 1000 !IN<ttLE I=JUNe# el=JOWN, THI6 CHA~T ALe<) APPL..lee TO ISOO ANO 2000 eE~IEe WINPowe TI-JE INFD~HAtl()N ~ROVICt:D DN THIG Cl-lAFaT Ie FO~ FLORIDA E)(Tl'<UDe~6 INC, ( MIl-e &TONe WINDOW MANUI=ACTURE. IF OWNER/CONffiACTOR CHooe.e.a TO ue.e OT14~ HANUFACTUIQE6 Tl-ley MUM ~Rovloe PROPER INFORMATION &HOUJIN<tt INGTAl..LATION INeTr<UCTION6 TO MEET COMPRE&610N fUTINGe ON ORAWING€! , ~.. ,,~, . ,.,;-, ( .', .' " eXTERIO~ D()()~ UN~T~ ANC~OF< LOCA rlON C~A~r "8 8Cf<t::UJ TYPE INeT ALLA TION ANC~Of<6 MUeT ae OF OOFFICIENT LENGJTt=f TO ACJ.tIEYE MINIMUM EMBEPMENi OF IliacI INTO WOOD eUCK. W}1EN IN~T ALLINa IN MAeONRY OPeNING INeTAU. 31411 P.T. BUCK eiRIP AND8 WeE 3/1~1I TAPCON6 WITH MINIMUM EM6EDMENT OF 1114" INTO MA&oNRY OR CONCReTE ( eweK AiT ACHMENT DEel~NeD 19Y OT14ERe), ues elLlcON CAULK ON DOOr< 14EAP ANP JAMee ANP e~AI- Pl::RIMEiER CP t!><TI!RIOR Ot' OOOf't GLAe& Tl-4lCKNeee MAY VARY pe~ REQUlf<EMENT& OF A5iM E1300 GLAe& C~ARr ON DOOR UNITe WIT~ L.ITE KiTe , &I4IH MAxiMUM OF 1/4" ",' ", ,~ ~. 3" ~M 3" 3. . 3M 3~ 3'1 ::-J ~ 3. 14" OC A!...ONcs EACH JAMB ,IDE OF POOl< UNIT 14' DC ALONe:. JAMB elDe OF 6IPELI6l-lT ~. -c-J r L~M ()a q" (),JJi ' . 3' ' 14" DC ALON<tt eAC~ JAMB elOE OF DOO~ UNIT ';"" ~-! r;",- 3" ,&1 CENiER T.AeTRICAI.. ~ t t THE iNFORMA lION P~OVIDED ON THI& CI-IART Ie FOR T~f',RMA rnu DOO~ INC, IF OWNE~/CONlRACTOR c~ooeE6 TO ~E OTHER MANUF ';.ClURE€> THEY HueT . PROYIDE PROPER INFORMATION €>~ING IN€>lALLAiION INeiF<UCTION8 TO MEeT cOMFREeelON t<A TINGe ON ORAWINGe 3" L6' I DOU~Le DOOR UNIT I eeCU~ING pf<e:-.lUNC3 TO 6UCK erRIFe P~ YOUR MANUFACTURee IN8Tr<:UCTIONe TO MEET WIND LOADe AND COMPRE88rON8 ~ATtNG8 FOR YOUR JOB LOCATION. ALl- ANCI-IOR &CRSlJ8 MU8T PENETRATE BLOCK WALL A MINIMUM OF 1114,11 AND iHEF<E 81--lALL 6E A MAXIMUM 1/4" e,PACE eeTWEEN SUCK AND POOr< JAMB 8ECU~ING WINDOW TO eUCK ~TRIP8 PE~ YOU~ MANUFACTURE8 INei~UCTION TO MEET WIND LOAt) AND COMPRE8e.ION RAT1Nase FOR YOU~ Joe LOCATION. AlL ANCI-IO~ e,Cf(au~ MuaT PENeTRATE aLOCK WALL A MINIMUM OF I 1/411 AND TI-IE~e 8l-1ALL Be A MAXIMUM 1/4" &PACE eeTWEEN SUCK AND WINDOW Fr<AME ATTACH MINIMUM :3/411 P.T. BUCK eiRIP TI-lAr Ie THE MINIMUM WIDTH OF DOOR FRAME uelN($ .o~, )( 1 :3.8" ,T.. NAIL& MAxiMUM lO" OC. CAULKED WINOOW p~ YOUR WINDOW MANUFACiURE8 f)PECIF(C RECOMMENOA TtON€> TO MEET WIND LOAD AND COMPREaelON r<:A TINGe r:o~ YOUR J08 LOCATION AttACH MINIMUM 31411 P.T. BUCK amliO TI-fA T Ie TI-lE MINIMUM WIDTH OF YOUR WINDOW FRAME UelNG .0~1 X 13/(3" T.. NAIL8 MAXIi"'iUM 10" OC . ' ~"... CAULK DOOR Fr<AME PER YOUR MANUFACiUREe RECOMMENDA TIONe DO DD~ eLOC~ WINDOW ATTAC~MENT DETAIL 6LOCK DOO~ AiTAC~MENi DErAIL ",' n4l! Cl.IENT UNDEF1!TAND& THA1 n4l! DEe.IG.NER CA~~IE& NO LlAalLlTY INeu~ANCE AND mfflEFORl: AG.r<EES TO HOLD f.lA~MLESe., IDEMNIFY, AND OEFENO DE!IG.NER fflOH ALL ClAIM&, L.OS6E& AND EXFENe.E& <INCLUDING. REASONAaL.E ATTORNEY FEEa) A~Ie.ING. OUT OF OR ~Ee.ulTIN<!f FROM THE ~OJECT, THE OEe.IG.N~ WILL IN G.OOD FA1T1-l ATTEMFT TO Fr<:OVIDE ~RO~ FRS! CON8TRucttON DRAWINGe, SUT IN THe EVENT ERROR6 OCCUR THe OE61<!fNER Will Nor es Llto-elE FOR coe.r 01' REPAIR5 OR DELAY TO THE CON8TRUCTION 14" DC ALONG eACH JAMe eloe OF pO~ UNIT 6' q 6.JJi (,' ,'J 14" DC ALONG EAC~ JAMe 6101: OF DOOR UNIT 14 M DC AI-ONG EAC~ JAMS 6101: OF DOO~ UNIT 6M 6a q~ 6uJJi ~. ~ ~3'1 I elNGLE DOOR UNIT I 81NGLE ODOR UNIT W/eiOELIe,;,HTe I 6a 14" OC ALONe:. EACH JAMa 6105 OF DOOR UNIT .,' 6. 3" 1411 DC ALONG JAMB ~Ioe OF 81DELIGHT 3" ARKAY ENGINEERING INC. em~UCTURAL EN~INEER6 RICl-IARD L.. KIDDEY p,e. FLORIDA LICENe.e NUMeER 31~ I HER6Y CERTIr=.,.. TI-lAT Tl4ee.e PL.ANe. AND e.PECIFICArrON6 WAe PREPARED 6Y Me OR UNDER MY DIRecT eUPERV1510N ARE IN COMPL.IANCe Wlil--l THE FLORIDA 6U1L.DING CODe 2001 FOR 110 MPI4 ( 3 eeCOND GUe.T ) WIND ZONE - 90 MP14 FA6TE6T e.PEED " ~'" . ~ ) @ ~ W) ...... ~ v=o C) ~ """ m . iJJ U it) ~ C Z N - un U) "J 0- M 0( Z ~ ('f) ('l) ~ =- ~ U -- :J <( ~ U) w 0 c w "'=" ~ a u tk: ~ Z >- 0 ~ ~ 0 ~ ..J 0 0 U) @: u. ~ U ~ W ~ ~ t1. ~ ~ ~ ~ =>> U < >- W =- 00 rn l- e ~ c ~ ~ z (Y) .( w w ~ c u c <=' =- fJ'J !l. IJ. W 0 ~ ( ~;;;!..w.4I fi1fi~~,..,m~lff!imntl.l.:t>l'Jt:':iti~ii'~~tl:t:"I:-l"-"f ~ r Gl ~~ ~O)ffi~ ct\ ~ I) I) oc~g~ ~ ~~ ~ ~ ..!~t:-l ~ i ~ ~~ ~ ~ ~.2 - ~ m... M 0 ~ f ~ ~ ~"ij ~ -w W.3 ~ ~ (l ~~ ~~~fl~ ~ ~ rm ~"U 1 ~ :t~~Qf <llli ..0 A!...J " ::i <<) a.,. 1J OIH ~ !l <l) 01 ~~ '1 'I N ~ ~ ~ -<{ Q ~ ~ ~ ~ m Q "'i ,I 1 ,:'j j ] ! ~ W " I: ftU o~ J:~ Z:j 0= ::]:> ~~ ~~ [[]~ }LO lim a~ J=a o~ ~ J W a o 1: ~ ~ ~ ~ " <' liVING ~A~A~~ PO~C~ ~rO~AGE !~:3~ 42~ 24$ 81 0:. rOYAL 23~1 PG 6 OF 6 A~{<A y () 51CJ1 ',""., ,.:; '," . . ~+,' ~~N~AL NOrfE~~,," 'THI& aLIU-DIN<;, I-lA6 eEEN DE61<::'NED TO CONFORM TO THS FLORIDA aLIl!..OIN<::, CODe 2001. A~(<A"" ENGINEERIN<::' INC, A RE<::'16TeREO LlceN6EO. FLORIDA ~ROFe~IONAl. &mUCTUr<Al. EN~INEERING COMPAN.,.., I-lA6 APPLI\:D " RATIONAl. ANAL Y616" FOR THe emUCnJRAI. DEe.IGN OF THI& EHRUC'NRl! 11-12 6UI!..OIN<::' ( INCLUDIN<::' ALl. COM~ONENT6 AND CLADDINGe 6l-lALL Be DeelGNEO roR THe FOLLOUJING GUPEl<IMPO&EO LOAD& Ft.00rt6. ~~I~~~~e. .,18 ,;t:~: GAiV>G1E ~LA6, LIV!:! LOADe . ~ P.6.P. DEAD LOAD& . 10 P.&.P. Live LOAD6 cmtJM TOP CORD) . 20 p.e.F. DeAD LOAD6 (TRUM TOP CO~D) . 10 P.&.P, 13 P.6.F. lUHEN TIlE noo;: INaTALLED ' DeAD LOAD lTRU&& aOTTOM CORD) - 10 P.&.II, A500MED mUM 6ELF WEI~HT ( DEAO LOAD) - 1 p.e.p. 6U1LDIN<::' 1& DE61c#NED TO CONroRH TO AecE ,-~. Cl-lAPTER ~, PER FLORIDA aUILDING CODe 2001 6ECTION IW~.I.I WIND DE6:ClN Ae.OOMPTIONel eUILDING EXP06URE . a eUILDIN<::' IMPORTANce 1=ACTOR 0 1.0 MeAN r<001l HEIGHT !\O' OR LEM ~IEIGHT 4 e><POOORE ADJU6THENT6 COEFfiCIENT 0 1.0 E:'NCLOe.ED 19U/LDING INTERNAl.. PRE600Re COEFFICIENT a . 1 . o.la eEe UJIND 6PEED INFORMATION eTATED ON PLANe 001l. ~~~iNG <) COMPACTIONs" " iHeee PLANe WERe DfUWN aAeED UPON AN ALLOLUAaLe eolL aeARING CAPACITY OP 2000 P.~.F.( MINIMUM) THe CONmACTORI'PROPERTY OWNER Ie Re6PON6IB!..E FOR VERIFYINCt iHAT THe WIL ON THe elTE Ie PROPB<L.,.. PRePARED AND COMPACTED euCl-l il-lAT IT CAN OOPPOOT A 2000 p.e.p. FOUNDATION LOADiNGs A~KAY r:NGINEe~IN~ INC, A REGsl6TERED LICEN~ED A..oRIDA PROFeeeIONA1. emUCTURA!. !:NGINEE~ING COMPANY, DE61GNED THEe.e fOUNDAT10Ne UJITHOUT Vl61TING THl! CON6TRUCT10N 61TIE NOr< ;oEf<FORl1IN~ AN.,.. 6011.. TEeTIN~ ' ' ARKAY ENGINEERING INC ~14ALI. NOT ee RE6PON&IBLl! FOR THE 61TE eon.. AelLITY TO OOPPORT Tl-lE 6UILDING LOADe FOUNDATION 4 €>bAB Q ON", GRAPE NOn~e el.IlLDINCs 6rn: 6I-!AU. ae ecRAPED TO REMove ALL ORGANIC HATERIAL6,. ANY ADDITIONAl. FILL PLACED ON THe 19UILPINCt PAO AREA, 61-!ALL ae COMPACTED 6iJCl.l THAT IT CAN ADEatJATIEI."" OOPPORT A 2000 P.6.F. FOUNDATION LOADING, 6LAe E'>I-1AU- alE PLAce ov~ A ~ MIL VAPOO 19ARRIER ON CLEAN ADEGlUATEt..,.. COMPACTED AND T~I'1ITE POleoNW eolL CONCRere UTILIZED IN THe FOUNDATION AND 6LAee 6HALJ..l-!Ave A MINIMUM 2a OA.,.. COMP~E66IVE emeNCt11-l OF 2SOO p.e,l=. MAOON~Y WALLe: REINfORCING eTEEI_ ~HALL ae Cs~ADe 40 MINIMUM AND IDENTIFIED IN ACCORDANce WITI-! AeTM A -61~. LAP 6P!..lcee., lUHERe REQUIRED 614ALL ae A MINIMUM OF 2S" FOR 05 REaA~ , 30" FOR O() REl9AR 4 3S' FOR ~ REaAR PLANe. ARe E:'NGlNEEREO FOR A MAXIMUM &n:HUJALL HE1G14T 011 4 COUR6ee ( AFTER FINAl- 61i1: G~ADING) 11-IE CONTRACTOR OR etJlLDING OWNm 6HAL!. DereRMINE THe EXACT eTE1UJALL HEIGHT aME UPON 61TS CONOtTION6 PRIOR TO POURING THE FOUNDATION AND CONTACT ARKA.,.. eNGsINeE~ING UJHEN Mooe THAN 4 cou~ee ARE REQUIRED A FOUNDATION 6URVeY 61-1AL1.. ae PERroRMED AND A COP"" OF THE 6URve"" el-!.~LL. ae ON e.ITE FOR THE OOILDINCt INe.PECTORe uee ,OR ALJ.. PROPERTY HAAKERe e.HA!..L ae EXP06eo AND A emlNCt eTRECTED FROM MARKER TO MARt<ER TO VERFI.,.. REQUIREO eeT aACK6 CONCRETE HA60NR"" UNIT &HALt. aE HOLLOW UNIT MA60NR.,.. , {AND &HALL. HAve MINIMUM ;:'M Oil ISOO P.&.I. HORT AR 6I-lAl-!. CONFOf<H TO MTMe -210 AND eHALL ee EITHER T'rPE M OR e .: nElN~RCING eTIEEL. 61-lALL ae GRADE 40 MINIMUM AND IDENTIl=IED IN ACCORDANce WIT~ AeTMA-~I~. LAP ePLlcee LUH~5 R!:aJIREP 61-!ALL ae A MINIMUM OF 2S" FOR Qf; REaAR !\Oil fOR o~ REaAR AND ~~. ~~ ~ REBAR. , ~OUT FO~ THE POURED caLe AND LINTELe e.I-!ALL ~Ave A MAXIMUM COURee AClGsREGATe elze , OF 3/1)d PLACet) Ai I) TO t1INCl-l e.WMP AND HAVe A MINIMUM 28 PAY COMPn!:%lvE eTReNc#TH OP 2000 P.&.I. ( UJHEN TEerED PER A6TM C-IOI~ ) '. PROVIDe CLeAN OUT OP;:NING6 ( 12 ea. IN. ) IN caLe CONtAINING ~PlICEP nEINFO~CEMeNT, W~eN 1'1-113 GROUT POUR E><CEEDe ~ FEe1' IN HEIGHT .:.". , ' ,'. ~O~ING I) FLAe~INGe,: ROO:=ING ~YeTEM AND FLAeHlNG Ae eTATED IN PLANe, MUeT CONFORM TO CHAP'rm 1~ OF THe R-OnIOA eUlLOING CODE 200f. fLA6~ING 6PECIFiC eECTION \S01,3.~ CONTRACTOR 00 0U)1\1E\< MUeT F'ROVIDE WITI-! PLANe ep\:CIFIC PRODUCT INFORMATION DETAILING INeTALLATION OF PRODUCT TO MEET WIND DeelGNe 01= THle 6eT 01= DRAwIN<::'&. iIM~~ MArE~IAl.e: ALL TIM6ER6 HA TERIALe 614ALL- 8E Ae FOLL-owel L-V!.. aEAMe 61-lALl aE (t~ HCALLleTER LVI.. MATERIALe MANUFACTURED ay "iT?:UM JOleT HACMILLAN ( Or:;! EatJAL) LUMBm UTILIZED IN eoTTOM PLATE, TOP PLATEe poeT, C?lTUD& PACKa ..\NDC,EAMe eHALJ.. ee Ci2 YELlOLU PINE (00 BeTTEm E><iERIOt'1 AND INiERlOR LOAD aEARINCs eTllDG eHALL BE ~ ePRUCE ( OR BETTER) ALL OTH~ eiUD& &HALJ.. Be "eTUO Gr:;!ADlE' e,PRuce 6PACE 1()" OC. ALL 6PLlcee AT TO? PLATe MU6T ee MINIMUi'1 4'0. AND NAILeD 4" OC LUIT14 120 COMMON NAII..e F'(!,L PoeT el-lALL 6e (tae> PAFULLAM P6L MAiEnlALe MANUFACTURE& e.,.. TRueeJOleT MACMIl-LAN (OR EQUAL). 6E1! PoeT OOPPORT TAaLE FOR LOAD VALUEe.. exi~loR WALLe el-lALL ee CON&mUCiED Wli~ 112" PLYWOOD 00 '/l~" 0.21.6. ( 2-M-uJ nATING) NAILED WII'..4 aD NAILe 6PACE AT 3" OC ALONG ALl.,. HORIZONTAL JOINi6 AND EPGlEe,~. OC ALONG ALL VERTICAL JOINT& AND EOOEe ANO 12" OC ALON<::' ALL INTERMEDIATE eTUDe AT OPENING6 9'Od WIDE OR LARGIm eTRAP l-IEADER aEAM TO THE HeADa1 enJP6 Wlil-l t.v uep OR aIMP~N L6TA24 6iRAP TIEe AT EAC14 END OF HEADER aeAM, ANCI-!OR 60TTOM OF HEADER eTUDe TO FOUNDATION WITH uep 00 6IMPeot-a HiTl~ TeNelON ilE. fNie:RIOR 6WO LUALle TO aE OF :1 X 4 02 ~E OR ee1'TER Wlil-! elN~Le 2 X 4 P. T. F'INE OOTTOH PLATE AND eING!.E 2 X 402 epRUCe TOP PLATE LUITH enJDe 6PACED MAXIMUM 24" OC. UJALLe TO HAve 112" GYPOOM OOAI'CD eAC14 6IDE. WITH UJALle AT GARMe TO HAvE MINIMUM R-I1INOOLATION At.jCHO~ UJOOO ~HeAR WALLe eE<SMENTe TO FOUNDATION UJI11-I ~IMPeoN I..TT20a TEN610N Tie AT EAC14 ' END OF WALl- 6EGMENT6 AND AT AN.,.. WALL. e.e<:.HENT INiERe.ECTtON ( atilLDING CORNma) ANCHO~ Tfale& TO UJOOD aeARIN~ LOCATION& A6 FOLLowe, noop UPLIFr6 OP 4;!;O AND LEM U6E (1) U6P R13 OR elM?eoN l-l, HURRICANE TIE FOR uPLIFr& mOM 4S~O TO ~10o ue!! (2) U6? RT3 Of;! elMP&oN 143 HURRICANE TlffB UPLIFf& rnOH ~llo UP TO 14roo uee A U6P HTUJ20 OR 61MPWN 14Te20 TLUleT eTRAP ALl.. PLUMaIN(j" ELECTRICAL. ANO MECI-lANICAt. ROUGH INe MUaT ae COMPLeTE, INe?EC'tED AND APPROVED PRIOR TO REQUE&TING Tl-le FRAMING INSPECTION. IF DE61RED, EQUIVALENT CONNECTORe. MADe e.,.. ANOTl-lER eupPLlm MA.,.. a;: U~ED IN PLACE 01= Tl-le ue,p OR C>IMPWN CONNECTQR6 eHOLUN 11-I1! CLIENT UNoERatANo& T\.lAT 11-IS oee.ICsNEfi! CA~Rlee. NO LIAalLITY IN6URANce AND THEfi!EFORI! ACsREE& TO HOU:> HARHL.E~, IOEl1NIF'T". AND OEfENO oee.ICsNER FROM ALL CLAIHG, L.Oe,e,E5 AND EXPEN~Ee (INCLUDING REA60NAaLE ATtORNEY FEES) A~lelNCs OUT OF OR REe.uL TING FROM THe PRO.IECT. 11-IE DEelGNER Will. IN GOOO FAITI-I AnEMPT TO PROVIDe ERROR FREE! CON8mUCTION D~AWINC:rS. aUT IN THE EVENT E~RORS OCCUR THE DE61C:rNEl< WILL NOT ae L1AaLE FOR COST OF REPAIR5 OR DELAY TO THE CONSTRUCTION eO~L TERMITe T~~ATMENT: INITtAL &oIl.. POl50NING TREATMENT 6HALL ae DONI! AFiE~ ALL exCAVATION aACKFIJ..LIN~ ~ COMPACTING ARE COMPLETE (pm Fee 131~.1.1) AN.,.. 6011.. Dlei\JRaED APi~ THe INJTtAL TREATMENT &HALl- ae Re TReATED ( INCLUDIN~ AN.,.. aOXED OR FORMED AREAe) (PER me faf~1.2.) BOXED ARl!A6 IN THe CONCRETe 6LAa FOR IN&TAL/..ATfON OF TRAPe 61-1ALI.. ae MADe WIT14 PERHAHENT MeTAL OR PLA&TIC FORMe, PERMAMeNT FORMe MUaT 8e 011 AN ADEGlUATe 612:! ~ CEP'I"1-.j TO !LIMINATS AN.,.. DtaTURBANCII 011 '1"1-111 eolL A"T~ THI! INITIAl.. Tr<I!A'tHeNT . (~Irt ~ee 13i.,l.'J .1. ;1;~;1"'~M ~ !"i!LL YAPO\1 aA~~IE~ l"~.J,3T Ol! iN~T.~,L.Lro TO P!<OiecT t.GsA:NeT ~A!NF.l,!.1. Oll.UT10N 11= ~AINMLL OCCUR6 BEFORE VAPOR aARRIER PLACEMENT. Re TReATMENT el-lALL ae REGlUIRED (PER Fee laf~.1.4) ALL OOlLDING6 ARE ReQUIRED TO HAVE A PRE CON&'tRUC'tION TERMITE TReA'tMENT (PER FeClal~.I.') AFTER Al-l- LUORK Ie. COMPLeTe ANY L005e WOOD AND FILL MUe.T aE ~EMOvED FROM aELoUJ AND UJIT14 IN 12" OF THE aUILDINGs, THle 5HALL INCLUDE ALl.. GRADe &T AKEa ruB mAP eoxee. FORM&, e.HORING AND AN.,.. omeR caLuLoe.e CONT AININCt MA TERIAL& (PER FeC 2303.1.3) NO WOOD vEGE!TATION, enJMP~, CARD60ARD; TRA6H, eTC, ~1-.jALL ae BURIED UJITHIN IS' 0" OF ANY aUILDIN~ OR pnOPoeeD 6UILDtNc# (PER Fac 2~0~1.4) ANY CONCRETF- OVER POUr:;! MORTAR OR &iUCCO MATER/AL& ALONG Tl-le FOUNDATION PERIMETer:;! MUM as REMOvED PRIOR TO EXTERIOR ~OIL Tf<eATMeNT (PER rac lal().LS) eX1'ERIOR 5011. TREATMENT MU&T ae APPLIED UNom ALL EXTERIO~ CONCRETE OR GRADE WIT14IN 12" OF THE emUCnJRe elDe UJALL& (PER Fee lal~.L~) AN EXTERIOR VERTICAl- CHEMICAL aARRIER &HALL ae IN&TALl..ED AFTER CON&TRUCTION 1& COMPLETE ( INCLUDINC:. LAND5CAPING AND IRr:;!I~AT!ON) ANY &oIL DlenJReED AFTER THE VERTICAL aARRIER Ie APPLIED, 6HALL as RETReATED (PER Fee laf~.L~) IRRIGATION I ~PRINKLER eY6TEMe INCLUDING ALL RleeR& AND ~PRA"" l-leADe el-!ALL. NOT Be IN&TAI.JJ:D WIT1-.j 12" OF iHe 6UILDING alDEWALLe (PER Fee 1$03.4.4) CONDENeATE AND ROOF DOWN ~POUTe DlecHAR~e AT LEA6T 12" AWA.,.. FROM Tl-le aUILDING , 610e LUALLe (PER Fac IW3.4.4) THe DleTANce FROM il-lS EXTERIOR UJAI_L COvERING ( exCEPTfONel PAINT AND DECORATIve CEHENTITtoue FINlel-! LEM THAN S/!~" TI-!ICK ADHERED DIRECTL"" ONTO THE FOUNDATION uJALl..) AND FINAL eART14 C'$RADe e14ALI.. NOT ae LEee THAN ()d TO ALLOW faR IN6PECTION FOR FUTURe TERMITE INFEeTATION& (PER Fee 1403.L~) A 1 CERTIFICATE OF COMPI..IANCe" 6HALI- ae 166UED TO TI-lE eUILDINCt OEPARTMENT a.,.. A LICENeED pe6T CONTROL COMPANY aErORe A " CERTIFICATE OF OCCUPANC.,.. UJILL as leOOED. Tl-le CERTIFICATe el-IALJ.. eTATe, (PER F!9C leIS.I.') " THE aulLDiN<::' I-lAe RECEIVEO A COMPLETE TReATMENT !=Or:;! THE PREVENTION or: ooaTERRANEAN TERMliEG. rHe TReATMENT I~ INACCORDANCE WITH THE RULE& AND LAW& 0;:: THE FLORIDA DE?ARTMENT OF! AGRICUL. nJRE AND CON6UMER/!/ ~ERvICEe A PERHAMENT 61GN TI-IAT IOENTl;::lEe iHE TERMITE TReA'tMeNT PROVIDER AND NeeD FOR Re IN6PECTION AND 'tREATMENT CONTRACT RENEWAL 6~ALL ae PROviDED. THE 6iGN ~I-lALI.. aE PoeTED NEAR THE WATER I-lEATER OR ELECTRICAL. PANEl. (PER rec 104,2.~) i~ueeEe: IF THE CONTRACTOR, muM MANuMCnJRe OR ANY OTHER DE61~N PROFEMIONAL REVI6e iHE mUM eyeTEH LAYOUT FROM THoee ~I-IOUJN ON THe6e PLANe ARI<AY ENGINEERING, INC Ie REQUIRED TO REVIELU ALL Il=INAL coNemucTfoN DOCUMENT2I FOR COMPLIANCE WIT14 THE DeelGN INTeNT PRIOR TO COMMENCEMENT OF THE! PROJECT UP LIFT CONNECT10Ne FOR MAeoNR.,.. LUALLe F~OOIl UPLIFTe; OF laooo AND LE6& ueE (1) 61MPeoN HeT A24 UJIil-l (1~) 10D X 1 1/2" NAILe F(ooF UPLIFTG 01= 23100 AND LE6~ U6e (I) 61MP6ON HHET 0424 WITH (21) 100 X I 1.12" NAIl-e ROOF UPLIFTe OP ~%SO AND LE6e ueE (1) 61MPWN HCtT WITl4 m) 10D X I In" NAILe TO GIRDER AND s/a" eol.. T TO CONC~ere nOOF! UPLIFTO OF 10~Oo AND LE6e ueE (1) elMPeoN I-I(',T-2 WITl4 (~) 100 X I 112" NAILe TO GI~DER AND (2) 3/4" aOL.ie IN CONCReTE (2 PLY GIRDER!?> ) ROOF UPLIFTe OP 105>3OQ OR LE&e U6E (I) elMPeON H~T-3 LUIT14 (3) 10D X 1112" NAILe TO GIRDER AND (2) 3/4" aOL Te IN CONCReTe ( 3 PLY GIRDERe ) ROOF UP!..It=Te OF ~2:;OO AND LE~e uee (1) eIMP~N I-!GT-4 LUITH (1~) fOD X 1112" NAILe TO GI~DER AND (2) 3/4" aOL Te IN CONCRETE (4 PL."" GIRDERe ) exreRto~ WINDOW€> ~ DOORe: ALL EXTeRIOR WINDOUJe a GUM DOOR& OR ENTRANCe DOOR ~HALL ae TE&TED IN ACCOROANce Wlil-l AN611AMMA/NWUJDA 101lle2 eTANDARO AND 8EAR AN AMMA OR WDMA LA8EL IDENTIFYINCt THE HANUFACTURE P~HANCE Cl-4ARACTERI6Tlce AND APPROVED PRODUCT TEeTiN~ ENTITY . ALJ.. MULLIONe AND ADJACENT DooR/UJlNDOLU A%EMaLIE& ~HALL. aE TE&T Or:;! ENCsINE~ED TO TRANe.Fm ; 1.~ TIME~ THe De61GN LOAD& TO THe ROUG14 OP;:NING 6U!96TRATe INeTALI.. ALL. WINOOUJ& AND DOOR A%EMeLIE& PER THE MANUFACTURE ANCI4OI<ING RECOMMENDATION& TO ACHIEVE! iHE DEelGN PRE6eURe& 6PECIFIED ELeCi~~CAL, PL.UMBING, {} MEC~ANICAl.: IN ACCORDANce LUITI-! CI-IAPTER 411.00~ (2) (I) 01= THE FLORIDA ADMINleTRATlve CODe, ELeCTRiCAL PLUMaiNG AND MECI-!ANICAL. eyeTEMe el-4ALL. ae DeeiGNED e'T" TI--IE ReepeCTIVE CONTRACTOR TO M.EeT ALl.. AP?LiCAl9LE CODEB. THE !ELECTRICAL. PLUt1elNG AND MECHANICAL eY&TEM6 DRAWN HERON ARe eMe UPON A DE61GN PROVIDED a.,.. THE OWNER TO ADDREM l-lle/HeR REauIREMENTe. ALL ELECTRICAL OUTLere IN aATHROOMe, KITCHEN, (WITHIN ~' FEeT OR 6INK~), GARAGE ANO AT EXTERIOR LOCATIONe et-lAl-L ae Wlr<ED INTO A ~~OUND FAULT INTERRUPTER "GFI" CIRCUlT ALL ELECTRICAL. OUiLeT6 IN eEDROOMe 4 FIXnJRE6 l'JI-lALL. ae WIRED INTO AN ARC-rAUL T INT~RUPTER "AFI" CIRCUIT eMOKe DeTECTORe 6HALL ae PLAce IN EAC14 aEDROOH AND IN HALL WA.,.. AREAe ADJACENT TO aeoRooM AND OTHER LIVING AREA6 GROUND WIRe FORM ReaA~ TO ELeCTRICAL PANEl.. PER N.e.C. 6AFETY GLAZIN~: THe FOLLOUJING eHALJ.. ae CONelDERED ePEClflC HAZARDOOO LOCATION FOR THe PURP06E OF ~LAZIN~ (1) ~LAZINC:. IN 6LUING Doooe. FIXED AND eLIDINC:. PANE\.. OP eLIDING DOORe. A6eEMallEe m GLAZINCt IN POooe AND ENCLOOORIE& FOr:;! l-lOT ruee, LU~IRLPOOLe, 6AUNAe, !?ITEAM ~00~1e, aA Tl-lTUe6 ANO 51-10UJER6. GLAZING IN AN.,.. PORTION OF A BUILDING UJALL ENCLOelNG THEe.e COMPARTMENi6 Wl-lERe iH!! eoTTOM EDGe OF THE C:.LAIING Ie LEM TI-!AN ~o' AOOvl! Tl-lE Dl'?AIN INLeT (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLe PANEL ADJACENT A DOOR WHERE THE NEARE6T VERTICAL eoGe Ie. WITHIN A 24" RADlue or: TI-IS DOOR IN A CLOe.eo PoelTfON AND LUl-fOee eoTTOM EDGe 16 LEM THAN ~o" Aoove THE FINleM FLOOR OR UJALKIN<::, OORFACE (4) ~LAZING IN AN INDIVIDUAL FIXED OR OPERAal-E PANel.. OTHER TI-lAN THOeE LocATtoNe DEeCRIBEO IN ITEMe (2) AND (3) AaovE . THAT MEETe AU OF THe FOLLOUJING (A) EX?Oe.ED AREA OF AN INDiviDUAl. PANE Gn!:ATER THAN g eGo FT. (B) aOTTOM EO~e LEM THAN la" Aaove THe FLOOR (C) TOP EDGE ~REATER TI-!AN ~()" Aoove Tl-lE FLOOR (D) ONe OR Mooe WALKING 6UR~ACee LUITHIN 36" I-IORI;lONTALL"" 0;: Tl--le r'LANe OP THe G!..AZINCt DRAFieiOPPINcas IN 61NGLE FAMIL"" DWELLING&, ORAFT6TOPPING6 614ALl aE ~~OvIDED ( PARALLEL TO iHE MAIN FRAMINCt MEMaERe) IN FL.OOR / CE/LIN<::' A5e>eMBLIEe eePARATING U6l!AeLe 6PACEG, DRAFTerO?PING 6I-lALL ee CONeTRUCTED euC14 T14AT THe FLOOR I celLiN~ AMEMeLE"" Ie 8ROKEN UP INTO TWO OR MORE APPROXIMATED AREAe LUITI-! NO MEA GREATER THAN $00 eO.FT. ATtIC ACCE~~: ATTIC 6PACEe el-lALI.. eE PROVIDED LUITH AN INTEnloo Acce6e OPENING NOT LEM THAN 22"X3~". ACCe% OPENING &HAL!. eE ACCEMleLe AND PROVloe UJITH A LID OR DEvice THAT Ie 1!A611-"" REMOVED OR OPENED, WHEN MECHANICAL EQUIPMENT Ie INeTALLeD IN THE ATTIC. IT e.HALL aE IN61'ALLED IN ACCORDANCE Wlil-l MECHANICAL CODE. Accee.e Ie NOT REQUIRED W14eN iHe CLEAR HElc#HT OF THE ATTIC 6PACe , MEAOOREO AT THE ROOF PEAi< 1& LEM THAN 24". . M2iiii~5i9isiaiii '" 'II '" '" ,<I III '" ," III III 1<1 ,<I 10 '<I 1<1 III III ," '" '" '01 10' '<I ,<I '<I '" '01 ,<I 1<1 ,<I '" III III 1<1 III , ~." ,"";', ,. &ARAGI! Doo~ 1'0 as ~EfNFO~CED TO MEET UJIND LOAD AND COMPRE6610N RATING& FOR YOUR JOB LOCATION. CEILING RAFtm ~ r:!) . . ALl. TRACK ANO 14AROUJARI! e.eeUREO PER HANUMCTIJRE epeelFICA TION& TO MEeT UJIND LOAO AND COMPRE5e>!ON AATINGe FOR YOUR JOa LOCATION Q) I~ :@ HINIHJH 2)( a P.T. 61De ANO TOP PLATl! AT'I'ACHlP 10 eLOCK LlJALl. ua.ING 1/2" )( a" ANCI-IOR eoL T& OR ~/a' X ," I!XI"ANe.ION 6O!..Te. 4 EAC14 elDS ANO TO!'=> 24" OC l, . ~ GARAGE OOOR ArT ACI4MENT DeTAIL. ~" eTEEl.. PI. YCLIP& 24" oc NAIl. WITI-! aD R& NAIL& ~ ) . . . . . ~ ..J ()" . . . " . " . . . . , . . . " . . . . PLYWOOD NAIL PAiT~~N (ROOF) PLYWOOD NAIl-EO A& &~OWN 1& DE&IGNEO TO WITH &T AND MAXIMUM WIND LOAD ~ATING OF 130 MPI4 WITH FA&TE8T &PEED OF 110 -'~, ,_. e.IMP60N MeHA3.S~/lI.2!; i-fAN6ER"'" OR EQUAL FILL ALL NAIL. l-IOLEe TO eEAM WIn-l 100 X 11/2" TYPiCAl.. TRUM NAILe ~3{~' A:301 ANCl-IOR eOLT!; s/a" FROH OF EDGE OF al..OCK LUALL wlm MIN. ~" EM6eDDED , '. .. IN 3000 pel CONCRETE GROUT , .' ' -----..t, J I :- I' I. . I I I · I I I I FILLED CELL (TYP) a" CMU WI 3000 P51 CONC . LINTEL uJl I t's ~ MIN. L.AP 30" 61.. 2 X !2 '2 PINE eEAM WITH ONe LA ""ER 1/2" CDX IN CENTER 11416 ~OOF ~ ALL OF IT6 COMPONENT6 ARe DEelGNED TO CONFORM TO 6eCTION 11006 OF TI41: 2001 FLORIDA aUILDINc:. CODE6 FOR WIND LOAD8 eTATED ON PLAN& HIP . RIDGE CUT FROM METRIC THR~E T Aa eHINGLEe Ft.A6l-lINGI &" ROOF TO LUALL 4" X ~" ANGLe :2~ GAUGe GALVANIZED MeTAL Fl!UaeER VALLe.,.. FLA614ING OVER TOP OR 12" WIDe 2~ ~AUGe c;,AL V AN lIED METAL A!..L NAIL& HUeT PENI!Tr:;!ATE AT LEAeT 3/4" INTO THE WOOD DECK NAIL 6HINGtLEe uJIT14 11 OR 12 GAUGE GALVANIZED NAILe WIT1-.j 3/a" DrA. l--leAoe ( ~ REQUIREOD Ae eHOuJN HIGH WIND AREA6) NORMAl. WINO AReAe MANeAAD OR 14IG14 WIND AREAe HATERIAL66F'ECIFICATIONet Ii' ?: 2" '~ I I 'n' 'n' S" EXPOeLlRE 1)" 1!XP0OORe ~. HIN UNDmLAYMENT 614ALI.. CONFORM TO MTM 022~, Type , OR ATeM ~g, T'1'PE I FLA6HINCt FOr:;! AePHAL. T 6HINGLE& eHALJ.. COMPL"" WITI-l me IS01.3,9. MP14ALT e.l-lINGLE& &HAL!. COMPL"" TO A6TM 022~ OR AeTH D34~2 :(\"\~~ ~~ Mpl-lAL T PLA&TIC CeMENT C'(~ ~.v~ CENTER LINe ($,A..F.. oTANDA~D Ae~~ALr e~INGJLE OEiAIL III 1fJ!! ~'f.' _, :~1. J~<{ , ~'-.. ".;.f~1' ~ . ~ ~ [J G ~ (Q ~ (Q -------...--------.-.------ .-.....-.-..---.-...------- ~ ~ -J ~ -------------.-.----------- ..-.....----...--...------- ~ (Q '.", ' .',", < ~tr., &~,,:..d '::,t~. ....~.......,-- , , ~ ~ 63 _..J.~-:' I , I II I I I , , I I , I I , .&....J._J ~ ~ i6 ~ !2~!~2!2!!!!!!!!!!!!!~!~~!!!!~!!!2!~~~! !!! !~!2!!!!!!!! 26 o~ 26 o~ ME,C~ANICAL PLAN .3/1~" ~ 1'0" ARKAY ENCtINEERIN("1 INC. eTRUCTURAL ENGINEERe RICHARD L. KIDDSY P.e. FLORIDA LICENee NUMaER 3'2~~ II-IERBY CE~TIFY TI-!AT THE6E PLANe. AND e,PECIl=ICAiIONe UJAe PREPARED ay ME OR UNOER MY DIRECT GUPEr:;!VI610N ARE IN COl1PLIANCE UJli14 THE FLORIDA OOlLDING CODe 2001 . FOR 110 MP14 ( 3 eeCOND GUeT ) WIND ZONS . 90 MPI-l FAerE&T 6PEED @ ~ fJ) '"'" Z 'FI ~ ~ """ 00 , iJJ U !J) ~ 0 Z \Vl =- U} an ..J ... M <( Z li; M (V) ~ ==t t:) U ""'" :J .( ~ f!J) HAl 0 C 1JJ C u fi ~ ;! Z ~ 0 ~ ~ 0 .J (;) 0 : ~ M,. ~ U " 00 ~ !JJ '" M (ij tl ~ N "J ~ fa U ~ < >- t=I eo W Ii) l- e (0 0 (Y) Z Z M < W W ~ C U 0 => 0=0 U) JL. !L. K!J j. 0 ~ r G1 ~~ ~d)ffi~ CI\~O 0 -J,c~ n!.-o ~- 0 . i ~ 0 .. o ~-.J :z -<<)2 -f~~ ~ ,,~ ~'i: Z! !.!..-<(~ ; ~~ . - ('0 () _ f ~ ! ~iij ~ ~ D W3 I ~u! ~; l- ~ z=io.. ~t;Of ~ ~ ~~~ -([ :t~,gQ ," <to ~ n.e.. ..J ::i 013 ~J!~ /l. i !ll . . ~~ -' ~ ~ 0 Z 0 ~ ~ III 3 ~ iU N rt;' .. 9 Q ~ ~ I: .. Q . z () ~ " Z ~ ~ (\Q (\ Q ~ "' . , ~ w', I: ",' OW :x: " ~ ZJ Od ~). ::i r<{~ ~~ 1:0 mill o~ J= O~ ~ ;" m Q o r: ~ <<i'\ ~ ~ " ~ ~I ,~ ;~ liViNGJ 't03~ <$AF<AGE 42~ PO~C~ 248 €JrO~AGE 31 , ! rOTAL 23~1 i: ,~ . FG S OF 6 A~KA y () S~ql . , . ~ \_ "~,, J 'i . 5 TUD S'" AC I NG NO (2)2X4 (2)2X4 (2) 2 X ~ L- 6R l,CiNG L-8r~ACING L eRACING L BRACING L BRACING ,. If- " 0'-0" TO 4'1;11 4'_1;" TO a'o" a'o"- 12'0" 12'0" TO l~'O" 2,/" 0'-0" TO 4'0" 4'0" TO 1'0" 1'0" TO 10'0" 10'0" TO 14'0" <~ .' ~"~ ~.< ., .: "<",' \-"' - ".,._.',J, '-""",1 821411 / , ITT I 1/111 IIII 11/11 IIII II1II IIII 11111 1111 1/111 III1 I III II1I 1TT11 TflT nn] [ 1111 IIIII 1111 I III '11/1 TTf! III r II IIII 1111 1111 III rT 11/1 IIIIII II I I " I IIII IIIII II I III II 1111 tA"1 I. ~ III 111111 IIII 1111/ ,/ - :J - ct - - I- - ~ - (;;,1c~~i . / - . ' ?:'f71'c,. - ;,j" - I:,. . ~'..' ': " ,', - ill - ...J ' ' - ~ J4,Qf,;i / - ~ic,' " - ~ = ,"",' " - ~ i;.- , " - 1::i - I - I '", - .' ..:;- - ;:i'~':, " , - .,,; ,~ .' ~. .;; - , ' '0' " - ::(., ! "" - " - - ,,' - " ,~ " , . - - " - . '. - .. T 1/ 1111 I~I iiTi - ~:, ~ I~ = ~ 1m I -~ - I~I - ::l 1111 ~ Ol 1'1I Q) ~ '" I-- 1m I ~ h Q) ~ Q It I ~ ',' . f- ,., ~ ~ , I-- ill 1m, 1 Z I- III ~ I. " Q I :J r~ L Iml . ?- m r ill I- Imll ~ 1111 U .... I- ~ '. ~ ~ .... I- "! ::: . m ~ ~ '-' Iml ~ . co d I- lall -<t l!- ~ tall "t / ~~ 1111 ~ ~ '.:'/:' :: ~ " , , I V ~ ~ 1111 1111 " ' I-- It I ).- " I-- Iml I-- ::' i ! / .. f..- III I-- 1/11 , I-- 1111 I I-- 1111 I-- 1111 I.' / I-- Iml II[r I ~ 1/11 I IIIIJ IIIII I-- '~I III II " I 1111 111111 I II I IIIII IIII 11111 111/ 11111 I r rr nlll IITI 1111/ "" II1II II1I 11111 ill III 11111 IIII 11111 IIII I Tf1 !fTT II 11111 1111 IIII IIIIII III r 11111 r I I I .vr III "" 111111 IT r I~I ,., . ~ / 1111 101 'III i 101 lilt 101 1/11 101 1111 ",.,'-';: IIJ1 "" '''' 1111 () 101 1m' () . Ill! It' 101 "" ~ 310" OVER~ANG 11-41$ AREA 101 Iml ~ Iml I"" ,., 1m! 1m -II';! iin IIIl ~2~1222~~2~2~!~~~!!~~ !22 ~~g~~~~~~~!~~~I~~~ '" '" . " '" GABLE END iRU55 .. -', '5 ,- ." ~81 4" a1o" ~' 011 " 821411 {:r ,~.... , , .,', "t , -~ ii rf'\ " ' Or I: ,I I UPLI~T CONNECiION~ FO~ WOOD WALLe eIMP~ON ei~ON~ TIE CONNECTION~ r ., ,I' ~, J ,.""-:,,,,'.. ,....., - '" .. ;;A . I_"T""~ ~ooF UPI-IFi~ Ol= 3~SO AND LE6a Ue2 (1) !!>IMFe.DN H2.!) HU~~ICANE TI2 UJI11-l ~O NAilED TO TRUe6 ,..eD NAII-& TO FLAiE <, l!>IMP5ClN ~rnONa. TIE e.P~UC!! - eo. PINE - FIR eEl! PAGoE 136 CATAI-oa. C-2002 LATmA!.. lOAD ( 133 4 160) F1 ISO F2 ISO 8 " <:;"'~' ," ROOF UPLIFT'jj mOM UP TO 064&S U(,O (I) 61MPeON I-lGT -2 Tie OOuJN WITl4 DOUell! ~iUO PACK UNDm GIRDER. ueE I EACH 6IMP5ClN 14TT22 ON EACH Mce OF 6iUO PACK. ueE (2) S/8" TI-IRU 130LTe FROM &iUD THROUGH PLATE TO HUT-2 TIE DOUJN A130ve. uee a-IOD NAll-e TO TRuea AND 32-1~D NAIl-a TO eiUD~ eACH HTT22 TIl= DOWN ( 2 PLY GIRDER ) l!>IHF50N eTRONG TIE , NO LAiEl<AL lOADe 6EE PM!'! 140 424 CAtALOG c-2002 / "- / -mu6~E~ eeLOW el-lEA tl-lED > PFtIOR 10 V ALLEY FRAMING INeT ALLA TION 4' / / / / = .- () """""'" og .- - ~ """ <>==" z ~ ~ ~ ~ d) :::55 Ul r !.l a o ft To ~ ~~ I ~i ~ ~i i ~i: 2~ ~f -tQ t:~ 3M Zz ~~ 3Z ~~ ~~ '"'}: ~Q ~a8 ~; Iw >~ ~~ ~Ql z ~~ j!- lll<{ :~ ~81 5~ 2~ 8s ~~ !Q 0 W\5 u2 ~~~!!J-t ~~~i~ 9~2~::S lIJo<t\€)!ll ~t)1:~~ ~~~J:Q ::S:Z:~ij)!t ~~~~~ II~I~ " "- " ~---- 2 ><4 OUTRIGGERe, AT 24" OC · .----.." CONNECT OUTRIC!lC!lER5 TO GA6LE WITI-! e,IMP50N 1-l2.1; L/R OR EQUAL ~OOF LlPLIFT& OF 4~o ANt) I..E6& ueE (1) l!>IMP~N H3 HU~~ICANe TIE LUI11-l 4-8D MIL& TO TRUee 4--~D MILe TO PLATE I Mce OF TRU66 l!>IMPOON ernONG TIE epRUCE - PINE - FI~ ~i! PAaiE 13~ CATAI-oa. C.2002 LATERA!.. I-OAD ( 133 4 1~) F1 ISO F2 I~ a' / / / / ROOF UPl..lFi& FROM 4SSo TO '!IIOO U6e (2) e.IMP50N H3 HURRICANe TI1:6 LUI11-l 4-eD NAILe TO irwe.& 4~D NAlle TO PLATE I eACH FAce 01' TRU6a ". ^_ _'~:'."\'!;.J~'.f' '. _ .' . -- _. :;~: eIM~MN emoNQ TIe ,;,;,.!t,:,;~;.i~}t'.' ,! !PRUCE ~ PINE _ j::1~ ',j:: E?EI! PME 13,~ CATALOG C-~ ':~;~~:, LATERAL LOAO ( 133 4 I~O) '~', Fll~ F2 I~, ~oop UPI-IFT'e FROM UP TO ~03S ueE (I) e.IMPOON HUT -3 Tie DOWN WITl-4 fRlPLE ei"UO pACK UNDm GIRDER. Ue.2 I EACH e.IMPOON I-ITT22 ON EAC14 Mce 01= eiUO PACK. ue.e (2) M~" TI-lRU Mtr! FROH eiUD THROUC!ll-4 pLAT!to TO HUT-3 TIE pOWN Al3Ove. ueE a-l0D NAILa TO TRue.e AND 32-16D NAIL6 TO : eTUoe eACH HTi22 Tll! DowN 3 PI- Y GIRPeR " 6IHp5ClN emON& Tlr! 6ee pMe 140 424 CATALOG C-2002 ~' / / //> 16' / / / / 2 X 4 WE6 6LOCKe, NAILED IN BETWEEN LUEB5 WITH (2) l~D NAIL5 EACI-I END WI (€>) I~D NA1L5 AT EACH END NAIL TO 2 >< 4 ROOF UPLIFi~ F~OM ~llo UP TO 14SQO ueE e.IMPWN 14Te.20 iWie.T e.mAP , WITH 10-100 NAIL& TO mUM 10-100 NAll6 TO pLATe e.IMFWN e.mONG TIE NO LATERAL LOAD6 GEl! PAGlE I:~!) CATALOa. c-2002 ~ooF UPl-lFie !=ROM UP TO 33300 ueE (1) e.IMP50N MGT TIE DOWN WIT14 DouaLE elUD PACK UNDER cilIRDER. ueE I EACl4 e.IMPe.ON PHD~ ON I FACE OF e.iUD PACK. ue.e e/~" T'..-lRU 001..1 fROM eiUD TI-I~OUcill-4 PLATe TO MGT TIE DOWN AaovE. uee 22-IOD NAIL& TO TRue6 14-114" >< 3" eDG UJOOO ~REW& TO eTUD& (2 PI.. Y a;IRDER ) Roor= uPLIFfe FROM UP TO ~2~ uee (I) eIMPe.DN l-IGT-3 TIE DOWN WITH (4) e.TUD pACK UNPER GIRDER. ueE I eACH e.IMp5ClN 14TT22 ON EACIi FAce OF e.iUD PACK. uel! m !M~" TI-I~U 6OI-T6 FROM &iUD iHROUG;H PLATe TO HUT -4 TIE DOWN Aaove. ueE 3-100 NAILe TO TRUe.& ANO 32-16D NAIL6 TO elUoe EAC14 HTT22 TIE DOWN (4 pL"( GIRDER ) :2 >< 4 NAILEF<6 TYP 2 X 8 O'l YELLOW PINE RIDGe eeAH TYP. COMMON T~&& .,;,.1; o NO LATERAl- I-OAD6 2&' 0" MAX END NOT EXPoeeD to WINO :2 X 4 ANGLE e~ACING AT 4a" OC ALONG GABLS END NAiL ENPe, TO :2 X 4 eLOCKING - GIMPWN 6TRONG TIE 6eE PAcilE 140 424 CATALOG C-2002 elMPGON &TRONc. TIE aiE!: pME 140 411 CATALOG c-2002 NO LATERAL LOADe WEe 6LOCKING wlm (2) I~D TOE NAILr- UP LIFT CONNECT lONG FOR MAeONRY WALLe 61MPOON &r~ONG. Tie CONNEcrrONe ROOF UPI-IFTe. OF 110!;O AND LEe.e. OOS (1) e,IMPe,ON HET A24 lUlTH (16) 10D >< 1 1/2' HAILe GIH?~N emON~-TIE e,PRUCE - PINE - FIR LATERAl.. 1-0ADe. eel! PAa:E 123 CATALOG C-2002 <133 4 1.&0 ) ( I PI- "( 'f'RUM ) FI210 F2 625 ROOF upLIFi& OF 2310Q AND LEM ue.e (I) aIHF'50N HHET A24 WITH (21) IOD X I 112" !\!AIL6 e,IMP5ClN amONG-TII! GPRUCE - PINE - FI~ LArmAl. LOAD6 l!>eE P AGo!'! 123 CAT ALoa. C.2002 (133 4 1;;0 ) ( 1 PLY rnue.&) Ff 210 1=2 ;;~ ROOF U?LIFfe. OF 3<:16&" AND LEM ue.e (I) e.IMP50N HGT WITH (22) 10D >< 1 Id !\!AIL6 TO GI~Dm AND 'Ia" eOL T TO CONC~I!Te GIMP5ClN &TRONG-TIE NO LATERAL LOADe l!>EE PAGlE 124 CATALOG C-2002 ~OOF UPLIFTe OF IO~ AI-lD LffM ueE (1) GIMPOON 14GT-2 WITH (a) 100 >< 1112" NAlL6 TO GIRDER AND (2) 3/4" aD!. Te IN CONCRETe (2 PLY GIRDER& ) GIMPWN &TRONCa-TIE NO LA TmAL LOADe l!>EE P AGoE 124 CATALOG C-2002 ROOF UPLIFT& OF 10!;3<)' OR lEM ue,e (I) 6IHP5ClN !-k:IT-3 llJIT14 (e) 100 >< I 112" NAlla TO GlIRDE~ AND (2) 3/4" eoL 16 IN CONCRETE (:3 PL"( CaIRDER& ) e.tMPWN emONGl-TIE NO LATmA!- !.OADe e.e PME 124 CAiALoa. C-2002 ROOr= UPI-IFT& OF ~2S00 AND 1..\:6a wee (1) elMpOON 14a.T4 WITH M) 10D >< 1 112" MIL& TO GIRDm AND (2) :3/4" eCiLTG IN CONCRETe (4 pL"( GIRDER& ) e.IHPWN eiRON~- TIE e!:E PMe 124 CA'tALOG C-2002 NO LATERAL LOADO . "'" r 112" G'rP5UM WALL 6e 6.RD ,- -. ',~ C.~. ., MA><. 24" OVER~ANG :? >< & 0:2 YELLOllJ PINE RIDGE eeAM TYP. 2 >< 4 VERtICAL eCA6 '3 4-&" oe MAX CONN. WI 4 I~D NAIU~ '3 TOP 4 OOP Rt3 OR 61MPWN 1-13 I-lURR CLIP AT eOTTOM 2 X 4 NAilER A TT AC~ED TO BOTTOM CORD OF C!lA6lE TRUe.5 AND COMMON TRU55 WITH 2 EACI-l 120 COMMON NAIL5 AT EACI-l UPRIGHT MEMBER OF GABLE --- -:-- NOTE: NO DROP GAeLa NEEDED , Wl-1EN OVERI-lANGs 15 12" OR LE55 51MPWN 1-13 ~AMING ANCI-IO~ TYP. :2 >< ~ ~ YaJ,.OW PINE RAFTER '324" OC GABLE eND BRACING DeTAIL NOtE, NO l. eRACINc. REQUIRED WI-IEN peAK 01" OAeL.E Ie 4'0. OR L.E66 "L" eRACING TO EXTEND AT LEA5T 00 % ~ OF WEe LENGTH ( eEE TABLE AeOve) ~ 5TEP DOWN GABLE TRU5e, WITl-1 ONE LAYER 112" CO>< 5l-1EATHING OR 1/1~" 056 NAILED 4" OC WITH aD COMMON NAILe \~ ATTAcl-l eorTOM CORD OF aAel!: rRue.a TO 2 X ~ PLATE WITH lbD NAIL5 ~" OC II MIN 2 X ~ P.T. PLATE WITH 1/2" >< a" ANCHOR 60L T5 AT 24" OC. ARKA"( ENGINEERING INC. eTRUCiURAL ENGlINEERe RICf.-lARD L KIPPEY P.e. Ft..ORIDA LICENeE NUMI3En 312% I HERBY CERTIFY THAT THEee PLAN6 AND e,PECIF1CATION& lUA& PREPARED 13"( HE OR UNDER MY DIRECT 6UPER.vteloN ARE IN COMPJ..IANCe WIT14 TI-IE FLORIDA eullDING CODE 2001 FOR 110 MPI-l ( 3 eECOND GUGT ) WIND ZONE - 00 MFH MeTeeT ePEED ;'-.'~ f'" _ . @ ~ 00 Ii=" Z """ ~ a ro; U. ~q w Z g) ~ 0 -= Ii) W .J (to et) (Y) .( Z....M)( G ~ ~ ~ ~ tt ffioe~ w CO~~~ Z~O~~ o ~ Ii ~ 8 YlW...1 ~ fi. ~ Kl (ij ~Qo~~ > 00 f1J an F- ~WCCl) Z ;(Y)<(w ~ ~ co=- r ~ ~ I ',"""~"\""",,,,~,,,,,,",,.,,, ""m" ,~, IOn.;, i r G1 ~ ~ ~ ~m~ ((\ ~ 0 0 oc~~~ ~~ ~ U i.,o~:J Z -1iQ!.. ~ ~ .2~ ~~ ~~- zt a!.~~ i iEw; r ~<a)- ~ ~"ij ~ ~ "l W3 ~_~~ ~~~~Uijp ~ ~ f ~ ~ ~ " -<[ ::I~oQ ~~M...J ::i 0\'3 ~lj~ !:3c'YEL CUT TYP upa ~T3 OR GIMPOON ~~ I-lURR 8TRAP EACH END 2 >< &/o:r YaJ..OW PINE RIDGle 6EAM TYP. 2 >< 4 eONT NT. 2 >< 4 NAILe~ TYr> ~O NAIL6 pm TRuaa 4- I,~D TOE NAIL& ~ RIDGE 60ARD END UP8 RT3 OR ~!MPeoN H3 HURR eTRAP 48" OC TYP. UP& RT3 OR 81MPWN 143 HURR 6TRAP ~ 4&" OC TYP. ~OOF VAlleY DETAIL 8ECilON IlAIl ~ IlAII TYPICAL CONY mAME VALLEY DETAIL T'.-le CLIENT UNDER~TANO& TI-lAT TI-I5 OEe-IGoNER CMr<Iea NO LIASILIT'( INGlJRANce ANP TI-IEREFOr<e A~EEe. TO l-lOLD I-!A~HLE6a' IDEMNIFY, AND OEfEND Oe61GNER FROM ALL. CI..AIM&, L066E~ AND EX?ENe.::& (INCLUOING REA60NAeLE ATTORN!:.,. FEee) ARI61NG OUT OF OR RE&u!..TINc. FROM 11-15 ?ROJECT, 11.H: Dee-lONER WIll. IN GOOD FAITI-l ATiEM?T TO ?ROVIP5 ERROR FREE C::ONemucTloN OI'UWINc:a, eUT IN TI-IE evENT ERRORa OCCUR TI-IE OE2>lGNER WIll. NOTe!: LIA6LE FO~ coeT OF ~Ef'AIRa OR OELAY TO TI-II! coNaT~TION C' , .. ~ 0 Z 0 <5 '. ~ 11! ~ ~ ~ ~ N .. () }- ~ I: ga , Z ~ I .. ~ KQ Q gll Ew ~~ ~~ ~j 3> ~~ ~~ , ~ EO iIiml Q~ d1== O~ ~ ~, m OJ o I: ~ ~ ~ 0:= lIV!NGJ r~3~ .~~ ~A~AG3E 42t@ P()RC~ 248 ~rO~AG$E 31 TOTAL 23~' " ,~ . p~ 4 OF ~ A~KsAY 0 5~frl , " ,~.~ , . ,~ ~ ~ ,.' 82' " ~3: , 38 ffi~~ ~~~ \6' 6G\AURl! aLOCK COlUMN WITH (1)"'5 ReaA~ POURED IN EACI-l cal. FROM PAO BELOUJ L 12' )( 32" >< 32' F'AO wlm .3 EACH ~ ReaA~ EACI-l DIRECTIOl-l TIED TO VERTiCAl. Rooa IN COLUMN L " " ~. .. , , ~.", I , I I , I I I I 1 , 1 I I I I , , , I I I I I ()t I 8 I 1 I a , w , I ~ , I "0 I ," I ~ , -~ , () I I i- 1 I X I . I 0 I '. I -~ I I , , Il' 10",' I -~--_.-------------, I , I I I 1 I I I I , , 1 I I I I I I I I , I I , , . 1 1 I I I I I I I , 1 , , I I 1 I I I I , I , , I I , I I \ , () e.e:e UJOOO SEAM TO BLOCK oaT All. MRAP ALL tRUS6E~ TO WOOD, BEAM U6IN<iI I EAC4 e,IMP50N 1-110 CLIP PER TRiJe,~ 1;;' 211 82' 4/1 II' ~/I 9' 10" -<.\ < 11' 2/1 '1 t:, .' .~ . 1 <<'1 ,:,' ~~ , I = :0 ,- , - ,N I I , , 8' 0" A dl'l~M~,u" ,~.,. _ H __ _ _ __ _ _ _ _ ___ _ _ _ _ _ _ _~d'L___'__ _ __, _ _ _, __ _ _ _ __ _, -121 -$t.l-=O"- u - - - - - - - - - -_ - _ - __ ___ f- - --- _ _ _ -- - - -- _ _ _ _ _ - _ u f __I ~wrL ~~--------~on------------------------------z~~-- ~~~Mr , ------------------------.------------~----------.__._-_._-.._.__._-.--------~------_.----------- ~ 1-----., I I 1 I , 1------1 I---~ "DloH l1IAoH ----------------------------------------j . ~ - Q .,....- ua = ~ ~ "'" Z wW z~~ ~ J ~O~ ;';;':3 [L ~~~ 9tj ~ u.g~ ~z~ Z 6l8~ - ~ ro ,,~ -Zg)~ -11') l!.-;c -Ill 11') r: ~~~o :J ll!1t;i~ ~ !OU.O ~O-z [l ~~~3 ~d9~ zIQ ~ Q~O~ ~()~ Z gltQlU: .Jlfl8~ () ~l!l~@ === ~ ~~.~ ~ ~ ~H~ Q z :] 0 D..L I I I , I I I I , I I , 1 I I I I I I I 1 ----_____1 ~ I 1 , I I I ~ ~ I , I , I:: '0 , - '. 'N I to N ~ ~ ~ 3 e~1~ · llt 'J ~ lJ '~ ~ X ;Z '! m b8'3lll I , I , I I I 1 I , I I I , I : 0 ~ -at: ~ I I I- I I I 1 c ~ rr- I : -=-~ :0 , - I N -L-_ I _I I I , , I:: :~ , - '''t I I .' 1 1 I I , , I , I I , I I , I , I I I , I I I I t , , I t ~----~------------_.__._--------------------------------------------------~------------------------~------------_.__._---------_._--------------------~------, .;\ - - -- - - T ~~:~: - - -, T26 ~t.l ~~ -I~': - - - - - T - - - P8b-~ - - - --l' - ,- - - - -a; 0';" - -, - -l- - -.. - - --I IS' 411 ~81 411 82' 4" I< 2~"~ l-lORIZONT Al. LINtEl. ~5 REBAR -- ''''f "," . '., -~ .~.'.j. ' '. ;. , ~ ! ,! ". -', ' ~ < ~ 1 !-lOOK LAPo MINIMUM 10" WTI-l 2 TIEo /l FOOTER <:>5 REBAR 1f, 1< 25' >i REBAR LAP DET AILe ROD Cl-lAIRo ,/ .t . i 1 ~ "'......' I-lEIGHT MAY VARY ~ HOUe,E FLOOR f o o GARAGE FLOOR 1~" ~QUA~e eL.OCK COLUMN DETAIl. THE CLIENT UNOEReTANDe, TI-fAT THE DEe.IGNER CARRIEa NO L.IABI!.ITY IN&lRANCe ANO TH~EF'ORe A<j,REE~ TO !-!OLD ~LE6~, IDeMNIFY, AND DEFEND DE6'<ilN~ mOM ALl. ClAli'16, L.O~Ea t.ND EX?EN~:=a (INCLUOINCt ~!!AMNABLE ATTORNEY FEE6) ARI2>INCt OUT OF Of"'! RE6UI.. TINCt mOM THe PROJECT. THe OE6GNEf"'! WILl. IN GOOD FAITH ATTEMPT TO PROVIDe ER~OR F~!:e CONerRUCTION DRAWIN<il6, auT IN Tl-le EVENT ERR0I"'!6 OC~ TI-IE DE61CoNEI"'! WILl- NOT as LIABLE !=OR coaT OF ". REPAIR5 OR DaAY TO TI4E CONe.rRUCTlON TYPICAL a" x lib" FOOTING WITH 2 EACH <1:) RE6AR ON C~AIRe. I EACH <1:) vERTICAL. AT MAXIMUM a'o" OC, '>. '; HEIGHT MAY vARY 5TEIM WAL.L GARAGE eTEP DETAIL. i .. 8" >< a" >< 16" KNOCK OUT BLOCK TOP COAR5E WITH 1 t:>5 HORIZONTAL RE:6AR TIED TO ALL VERTICAL RODe ~~ ::. , , " ,,;,;,,::,; :~,; eox ~iEEL L1NTEL~ OYER ALL WINDOW AND DOOR OPENING5, NO ~s REBAR REQUIRED ON BEAM5 UP TO 24'0" WITH NO MORE Tl-fAN ~O~LB5 PLF OPTIONAL POWER SOX LINTEL DETAIL ell >< el' >< 1~t1 KNOCK OUT BLOCK TOP COARSE WITH I ~s HORIZONTAl.. RE6AR TIED TO ALL VERTICAL RODe ~ :'.~ J ,~o~. .' . e'I >< e" >< !~II KNOCK OUT BLOCK OVER POWER 5iEEL LINTEL5, WITH I EACH l)S REaAR IN THI5 COAR5E WI-IEN 8?AN OF LINTEL 18 OVER 12'4" OPTIONAL POWER ereeL LINTEL DETAIL ell >< a" >< l~" KNOCK OUT BLOCK TOP COAR5E WITH I its HORIZONTAL RE6AR TIED TO ALL VERTICAL RODe ~/ . ' . 'A() . . ~- e" PRECAeT LINTEL BLOCK OVER ALL OPENING5. I EACH os REBAR IN TH!5 COAR5E WHEN 8PAN OF LINTEL OVER S'2" OPTIONAL €>r ANDARD PRECA5T DeTAIL I f , , , _I , I 1- :0 , - :'<t I I , t I I , , - :to I ~ l'<t I , , , I , , I I l._l_ I I , 1 I = , ~'t ~ i :t t I >-fj~: ~ ill I mill: I t I , I I G) ~ , [)d\~ : " <.1 ~- , ~ P-::t d I X l~ SJ U1 : . L U1 l' ~ C! C1l , 0"'<1 , Xz I = 0 Em _ l_ ~lJ3iil I I -------____1-_ I , I I I I:: :0 I _ :'<t , -, I I I I I I ~l () ~ 4' 011 8' 011 ~' 011 '< '. L.INr~, LOAD C~ART ( !~ II D~P e~Ci'ON ) CLeA~ €>PAN CONc~eTe U LINTEL "POWER" arEa "POWER" €>TEEL sox L.INTEL 1'.. ~" 4<: 31 PLF ( UNFIL.LED ) 1010 PLr: 1..-2 ~elbs F'LF 2' - 2" 34,)& F'LF ( UNFILLED) .p~2~ PLF 1..-2 ~e30 r>L.F 2' - e" 2m PLF ( UNFIL.LED ) &&S~ PLF L-2 ~49 PI.F 3' - 2" 23.n PLF ( UNFILLED ) 4508 IOU: 1.-2 4~'3 PLF 4' - 0" 183~ PLF ( UNFILLED ) ~&.3& PLF 1..-2 3699 PLF 4' - t&" 1~24 PLF ( UNFILLED ) 31!M PLF 1.-:2 3288 PLF &' - 2" 213'3 PLF .. rt~ PI..F 1.-2 0'0 2alb4 PLF .. ~' - 2" 22"11 PLF .0 ~ PU= L~2 .0 2400 PL.F .0 ,'.. 0" I~B1 PLI= .0 202& r>LF L-2 Of 2114 PLF Of 8' - 0" 1123 F'I..F co 1100 PLF lA .0 2213 PL:: .. ~' - 2. 14€-~ PLF .0 194& F'L.I= 1.-2 Of IS84 PLF .. 10' ~ 0" 13~ ~ PLF Of 1414 PW= 1...2 Of Ie 1~ PI..F .. 10' - 13" 121 ' PLF .0 132& PLF L-2 .. 1110 PLF .. II' - 2" 12C~ PLF Of 1230 PLF 1..-2 Of 1.p29 PLF .. 12' - 0" 1t0 ~ PI..F Of 11113 PLF L-2 .. 191& PLF Of 12' .. 13" 10/4 PLF Of III~ PLF lA co 143{) PLF Of 13' - 4" 139:> PI..F .. P 1381 PL:: L-2 Of aL - 1 13~4 PLF .. 14' - 0" 13:r F'LF .. P 1321 PL.F lA .. al. ~ 1 12S9 PLF .. l~' - 0" 11&2 PLF .. P 1048 PLI= 1...2 .. al.. - 1 1131 PLF .. Ie' - 0" 1016 PLI= .0 P 828 PLF L-2 00 aL . 1 9tbO PLF Of 18' - a" 9T1 PLF'" P 110 PLF L-2 .. aL. - 1 893 PL.F .. 20' . 0" 816 PL.F .. F 6~ PLF L-2 .. aL. - 1 184 PLI= .. ;22' - e. 18S PLF .0 P &23 PLF 1..-2 .0 eL - 1 ~Ib PLF" .. - OENOTEe ~ REeAR X CONi. Pl..ACED IN OOTTOM CDUR€>E AND 16u DEEP SEAM POURED eoI..lD WITH 2&00 r>al CONCRETE. .. P - DENOTEa PRe €>TRE€>aED U LINTEL WITI-4 0& REeAR X CONi. PLACE!') IN eoTTOM COURae 4 I~" DEEP BEAM POU~1:D OOLIO Win" 2&00 pel CONCRetE .. a - DENOTE~ IN BOTTOM COUR€>!! 4 (~) - !) 11~" €>MOOTI--l €>TIRRUP€> AT e" OC AT EAC~ END IN A 1611 DEEP BEAM POURED OOLlo WITH 2&00 P€>I CONCRETE ARKAY ENGINEERING INC. &Tr<UC1tlRAI. ENGINEERG . RICI-lARD L. KIDOEY P.E. FLORIDA L.ICEN5E NUM8ER 3m~ II4ERey CERTIFY THAT THEeE PLANe AND 5PECIFICArlONG WAG PREPARED 6'1" ME OR UNDER MY DIRECT OOpmVIGION AF<e IN COMPL.IANCE LUITI-l 1141: Fl..ORIDA sun.DING CODE 2001 FOR 1i0 MPH ( 3 GeCOND GUST) WIND ZONE - <!IO MPI-f FAGTEGT GPEED ' ~ '.>: ,; f'," ,~, €.I) ~ ..... ..... ~ U IS) UQ ~ (\j N ==- LO ij) ~t:gj; 00 ::J .( lb WOn c 0 r2 ~ z >- 0 ~ F\ It .J R"\ V ~ fJ... N ~~~~ ~ ~ 0 ~ ~ 00 W m C fJ) [) (f') ~('}<w c 0 Cd IJ.. l!.. o tg) ~ l? =- fJ) w c cd < U ~ ~ ~ ~ o u (ij oJ ~ f: ~ w o Wi !Y ~ }(:.u...=-:}...I!.:r.!:.'"ts;fU'~;Jn.::,[fJo':ll.f';hJl:!ir':!i',j[_;;:"!~ 1J1J".J~..J !o. I ~~ 8 ~r ~~ffi!1'l ((l ('a 0 0 -~t:~ M..-Oc . ~~i~ ~ ~~~:J <=>.... ~ OlllJ ""' ~ ~L 1:) ~b jn&~~ m~N ~~ ~~! - ~.... ! ,-,_:J ;j D z(ij ~ ~w un.a z ~ ~ ~ ~ ~ ~~ ~ ~ \\l) ~~~ ~ ~ :IJ;oQ <rl~@.!.-A :l ~1) RI!~ iR 9.~ ~ .l\~ ~ Q z 0 as ~ G! 1 ~ ~ I r, N ~ <,) N .. 0 ~ ~ I: Q . ~ 0 ~ z ~ ~ OJ 0 ~' l!M 1: w (()) ~ :rc u4( " Z J m ~ () ~ i ,1 ===> I = > OJ J , j ~ ~ (\) I ~ j ~ ::i I: I ~ 'A ~ ~ 1 I: 0 ~ ~ -j m tfi == 0 :> i'l ~ J = 0 ~ \!J) llVINGJ ~A~AG~ PORC~ 8TO~AG3E f63~ 42~ 248 a1 TOTAL 23~' . I' . " ~, ..:t PG ~ OF ~ A~{<A y 0 5tfql r. .1,'. ~; ,~ , , . ,~ RID~E VENT - - - ~ - - ~. t . ,t-- . ~ ~ I . ~ ?' ~ ?' ~ . , , , . ,'. 'l-IOu$E ~LOOR LINE . J~'~";"'~"'. _.. _... .....'.:}:.~.. _ "'........ ~...... _.._.. _... _ _.... _ _..:.. ..',..._ _.... __ ...._......... __ _ _... __ _...... _ _ __ _ _ _.. _ _... _ _.. _.. _.. _ _._ _. __.. _.... _ _ _ _ _.. _ _._ __ _ _.. _ _ _.... __.._.... _ _ __ _ _ _ _ _...... _ _ _ _ __ __ _ _ _.... _ _.. _.. _. .___._..... _... _ _... ..;';;. _...... ...::.;"..._... .:;.'.. _ :"':"':" RrG~T 1/ 4 ~I = = 180~' ELEVATION. ~,- \.,' RI06E VENT -: :- ~ .. . ~ ~ . ~ ?' ?' ?' ~ l' ~ ~ ?' ~ ?' j' ?' ~ - l' l' ~ I l' ~ ~ !b;iI~ DO .' . DO '"'.. . l' I-!OU6E FLOOR LINE _ _: J - - - -- - - - - -.- - - -- -.- - -: - -.--:- u.-_ r C - -- - - - - - - - - - - - - - - - - - - - - - - - ~~~~;~~~~T:T: :,~~ - - - - - - - - - - - - - - -- -- - - - - - - - -- - - -- - --- -- - - -- --- -- --- LEFT ELEVATION 1/4U = = 100" 2& 6H 2& eH /---, , (~ - , $ \ \ \ P~, @ ,..'." ; ~., , ' "~,t: ~ ~~ .~ 2' , ,~ ~ ..... - ,.';"'6 ;~ I I I ~~'1~"- - ~-&. 1. t$" t , I '&~ *r II , , II , I II II f I I I II I I II , I II " II II II I I " II II ....... I I " II \~:: .. II II ) :r \0 ~ N ~ o o n ill ~ <:{ ~ <:{ " b i- X :: o ~ , ~/ DI61-l UJAel-l ,~'i 41t:!<. ~~ ~ 1001 IDII IIII JIll 1111 1111 1111 'III 1m, JIll 1111 1111 Iml IU I 1m I lOll Iml Iml 1m' Iml 1m' Iml 1m, 'ml 1111 1111 1111 IgII 1111 1111 1111 JIll 1111 1111 II11 1111 Iml I.' Iml till 1m, 1111 Iml 1111 IIII II1I ,., 1111 /111 'II Iml ,., 1111 ,., Iml 1111 1111 1011 1111 1111 ~~~~!~~2~~!~!2!!~~~~~~!~~!~!~~~~!~~~~~~~ ~'~ ,/ ~ , ~ , , / , '---'" J I / ~@ @J: ~W1 ~:u: ~~ " It:' , :~:;,.5~ , /' , / ,~ ;;,." 1 \ ~ WOOD \J; LL ~~ ' u:~?,', 1~'* ~~. -- ~ ''-,,~ ';M~ ~~ ." ~,' --......... , --- ~.~,.;; --- .~ , / - (i).../' -1.J~ \ c. 0\ ~- ~-- \ \ --- ....--- /' , "" il'i ~~. r~t ~- ,/' , / 1I11 I III liD! IIDl lal lal Ii'll 10' I III I III lal 1 III "'I 2~ 6H oeL 2~e.H 2& 6H THe CLIeNT UNDER~TANPe. THAT T145 DEe.IGtNm CMRIEe. NO L1AelLITY IN6t.lRANce AND THEREFORE AGlREE3 TO HOLD HARMLE66, IDEMNIF'r", AND OEFENO DE2>IC.NER FROM ALl.. CLAIM5, Loooe~ AND EXPEN6Ee. (lNCLlJOING REAWNA6Le ATTORNEY FEEG) ARI6INC. our OF OR RE6t.lLTING FRO~1 TI-I!: PROJECT. Ti-lE! oe61c.NErl WILL IN c.ooo FAITI.j AT1'EM?T TO PROYIOe ERROR FREE CONMRUCTION ORAUJINC.6, auT iN Tl-le EVENT ERR0f<5 OCCUR THE De61GNER WILl.. NOT ee LIA6LE FOR coaT OF RE?AIRe. OR DELAY TO THe CONe.ir<UCTION ~ . TY~ICAL aECr~rCAL RreE~ DIAGf<AM 04 CU DRIVEN GROUND ROpe 2 EACI--I a'o" APART 200 AMP M!:im WCKeT ~->."....._~~f""d. o} ~;".. ~ '... f', 1;_,1/.'_ ':0;.. :W" @ ~ Ii"'" ..... ~ U fit) ~ Z ~ (\jj """ fit) II) i'~~(1) tJt;t<~ Wi :J tJ 1l. ~ 8 it >- 0 ~ ~tt..Jo ~ tt: l!.. N ~~~~ ~ ij 0 ~ >- (j) III II) tJ lO C M ~ M < w ~ c ~ !!.. U. () 00 Z ~ t=>l 00 W C d <( - U ~ LY ~ ~ o U d1 d <( i= z w c i1i w It 'I i :-1 :1 I :1 ,I ;j ,1 1 ,\ ,I I 1 ,j ;j I 'i 'I -j I ! ; l "- , ~~ ~~m~ "" NO 0 '1 -~f;ij) I ~-()~ , ~- Ii) ! U i ~~ ~ :'i ~ "ij 0'\'1 I ?2 i ~ ~H \ I 1 ; -<< '\; "- c., W! ! 1 \ -,.... ~ 'j ~_ ~ U I zeij e=MJ1 1 w~. -, ~ ~-~Q. I 5 ~~ f . j at ~ fm~ ~ j ~ ~oi2 I ~~nl--A "'J'\;1 I ~ J ~ o.i Ol ~ '% .' 3 .. 2/0 iHNN CU FEEDERe, 81NGLE PI--lA8E BREAKER PANE!.. WITH MAIN 2" GlAt.. V NIPPLE ~ Z 0 ~ ~ ~ ~ N ~ 9 N .. 0 ~ ~ E . ~ .. ~ ~ ~ ~ Q : 1 [I ,'j ) .j .J , 'j l 3 ; 'j J ,) ; ~-------I ~ il ~ I- ~ m !:i ~ :t ~ i III <t ~ 8 ~ ;?; OJ ~ ~ 3 ~ W 2 ~ 10 :J <t i <t 1: ~ ~ () 0 III ~ ! ~ to ~ (). X ~ u: or. ;?;~ ~ r: 0 Will 0 j<t fIL ~ ll~ ~ If ~~ ~ I tC ~~ Ii: E ~~ o ~2 ~ ~ 2'1 ~a~2 III It 3 ~,~ ~ ~ ~ t~~2 ~ ?-C)(}Z CONCREiE ENCAeEP ", ELECi~OPE~ PER ' ART 2SO-~O. i9~ N.E.C. MU.~T ae IN5PECi RIOR TO CONCRETE PLACEMENT .d)) w I: t" . W () EL.ECTRICAL LEGEND ~ :x: dfb C..F.I. lIOY ~ 220 V dj) 6ROUNP f'AULT $ RECE?'tACLe Z :j m ewrrcl.j A.F.I. lIOY 0 dj) ARC FAUL1' ~ d:D RECE?'t ACLe = :> 0 110 V J WI'" 110 Y + C.'UNG FAN ~ CO <tP WATERFRooF ~ ~ OUTLET ~ I: ~ I~L~T + :~ /. @ CAN 6= CEILING ~ ~ OR WALl.. (TY?) CE:ILINC. rAN WI LIGlI-IT 0 ~ 6MOKE I: ~ DETECTOR ~ 0 CANI BALL FixTURE m ~ =" @ lIOY :c CFM'e eATl-I FAN ~ ELECTRICAL PANEL :9 :> o FLUO,.E6CEiNT ~ flxi'URE ~ TELEVI610N =- 0 ~ @ dD E><TlERiOR DeL FLOOD ~ PI40NE i I :i :1 , '1 J 1 j ; 'I ,j A~KA Y ENGINEERING INC. erRUC11Jr<AL ENGINEER& LIVINGJ '63~ ~A~A~E 42~ ; .; PO~CJ..j 248 ~iORAG3E 81 TOTAL 2~~' . ..~.' PGJ ~ OF,~ A~K.AY 0 !5tVt1 t F<ICI-IARD 1... KIDD;:Y P.E. FLOF<IDA LICEN6E NUMBER ~m6 II-IERBY CERTIFY TI-IAT T14E6E PLANa ANO epeclFtcAilON~ WA5 PREPARED BY ME OR UNDER MY DIRECT OOPEI'<VIGION ARE IN COMPLIANCE UJITI-I TI-IE FLORIDA BUILDING CODE 2001 FOR 110 MF'14 ( .3 6ECOND ooer ) WIND ZONE - 00 MF\-4 FAeTE6T . < IT WILL 19E iHE ~EepONelaILlTY OF 11-15 CONiRACTOWOWNER Iro P~ov105 OOCUMENTf) &I-k>WINctI iHAt AL.l. WINOOW& ANO .;," ; ~COW8 QN 1HI6 trllt~I~ld Jc'>d MSP1' 'fH. t:)lloldN flt1.I!~~U\1~,;f, , fAl ON ~LAN. ," " , ' , ''"';'1'" .. WINO DE~IGf\f p~Ee&1lQE ecHEOULE FOR ALL. OPENINGt) OPi:NIN6 ", ZONE P06lYIVe NE<:JA rive .' ::'," ' I (A) ; ENP ~1.00 ' -:n!;s i ; (a) INi~rOR :21.00 -22.80 (C) UNIT fNiERI~ 20.~1 -z.?.41 (0) " INTERIOR 21.00 -22.80 ,"" (eJ ~~:~:' " !:NO 21.00 -:n~a " . (F) . . >1: , . ENO' 21.00 -~.,o , , (~) INiEr<IOR 21.20 -23.00 " :~ , "'. . (I-f) ""';;'," INiEf<IO~ 21.20 -23.00 1,.", (I) INTERIOR 21.20 -23.00 , , ..' (J) INTERIOR 21.00 -23.30 .." (K) ENO 20.11 -2&.81 . '. , (l) ENO 18.00 -2:2.~0 , , (M) " END 21.00 f' ..:n.es , (N) UNIT INtEf<rOR 20.~1 ' -z.?.41 (0) INTERIOfa 21.00 ..22.00 I (P) INTERIOR 21.00 ..2:2.80 - I (Q) INTE~IOR ,~o.o~ -21.8~ I (~) END 21.06 -21.68 ,', " In' cox OR 1/1~" 000 ~OOF &I4EA11..IING . ':,'NAILED ~" oc ON ALL EOGe& AND IN 11-15 ' " FIELD WITH eD NAIL&, OOE &TEEl.. PI.. YCLIP&~: , " . AND blS FaT WITH &I-IINGl.e&, ~Iooa VEN1. . ,,", . " At) RE<=lUIREO , . ," ,', . . , .. ".- " . r . REFEA TO &IMPGaN CONNEC110N CI-IAR1 , AND mUM eN~INSERINa FOR APP~OVW ' , , eTRAP " " 2><4 OR 2><~ WOOD ooa WITH ALUMINUM &OFFIT ANt) FAC&IA t~IM , '!. ,', .:...0 " ';. ~ ~r ' - :. t,. ,', 82' 4il "".,' ~~~ ~~~ " r (IJ ,1; e.H E6RE5a -, :,>:,", ': t 111 2" "6.'1011 ",'. C'} , ': ,,' '0 '}o':'~; f (J.I) 21; eH E6RE~a f 1 111 ~Il 26' 011: :,' 2" 1 (J) 24 e.H !.6]:::!.E ._t;~. r " ., .,'. .,'" , ' " 1 (cr.) 21; eH E6REea f (F) ~212 eH teMP - 81 Oil a' 0" 81 Oil 8' 0" ,~ .-. '1 .-. f 1 L .. ~ " ;'L \f! JIIIIIIIIIIIIIIIIII ~IIIIIII I 1111/1 II lid 1111 1111111 II I I~ I .~~:C})~,ya~ . ..' ., !U . . : [5j]]" 7~ LQj f!)) ~'(~~ ...g~~; , i 5/.fo)) j\J \ r I~;L ~ ~ ~ ~ 1: l :;' e" l :;1 4" II ~ ,~ J~~ ~~~ ""," ., ',.. lid I I I I I I I I I I I I R;l IIQ II III 1111111r. I I I 11111111110 III I 11IIIIII III11 It n~ '\ 2"411 ~ 12' ~11 =u Q~ ) ; "- > -!l~ ------I ~ ~ I a g'\ ill@ m~ I Q 'Jj'-- ~R- I ~ to i1T~ ({) 8~z ~ - 8~~ : F ~ 19 ~ ~!~ :N~~ ro ~~ J ~ -QV~ 11III1I1 IIIII~~~ ~}: ~ :I:~ 2 :tz :1: 1'-.............. () ~ u ~ ~ ifi :I::c() -------I -"'1-'-' x8 ~:: '<t N · III ~ ~ ~ > g :1: ~ ~ ~ ro: = ~ it J: M ~ ? ~,~~ ~ :j :t '" .n. I , '"" ~ d)~ @ ~J II' :, ~ 'II ..J_N~ 11- '<t .- :1: () - ~ a ~H't U 1j '" () Ql 1M t:1 ~~ Z I ~ ~ -~ 0 ~ jll ~ 0- ~ :1: ~ ... ~ II _ () III :1: "t _ S II II II II I I II ~ III I II I tJl I "'. ~ I 0: N ~ : II - J r~l: :2b e~ l21 011 ~ -'~ III (10) ~ lU I I I I ~ II I, ~ ~ III I';;>;" II () II' I I I &IMPe.ON MeI-lA3,SIl1.~' OR eat!AI. I I r <0 :t III ~ANGER &ecuRED TO WALL OOING : I: K ~ ~ ~ :: 'It 3/4" X e" ANCl-lO~ 6OL1 AT A!..1. I I Z ill :1: BEAM TO BLOCK LOCATION&. 601..1 :\: 111 III ~ --' ~~r:~I~I~~ ~~ ~~;~~~~~ I i[~~~::::::::4;~:~~~:~~~~LU;~:::::::ei:~ ' / 4' 0" J 2' 10" j, 41 0" j, '\ 8' 011 ~'o" z "<t ~ (l al o o J !L 01 III 12' 1111 , ".' 12' 11" 1:21 "~ ~ 3' ell '}.. I: () o at @' ro Ql AU ~ (j) -<( 1: ~ \ '.....,. N Q I: o o Ol @ Ol '" N ~ l ~ n l- v, (l d;) -1'1 LINEN ~ - - - \i.) '<t 12' 0" l' 4"rf' () J ~ q~ 3' 4" CAe.W OPENING --------- --------- """"""" , ' :t,'.F ...','.' ,.':, 3/02'" T I I I I I I r: o o at. ~ z > -A ~ ,. 6 =3 =3 ~ o ~ ,- ',' I I I I I I I () ~ II " II II II II I ," I'Z 112 I 1111 I I I!. 1'0 I I Iil II , ,~ :U I. l't I. leJl I I I I 1'-----, II I ~-----~ I I I-----~ I I r-- I , I , , I , :!~ &14" ~ (() N '<t t; o <<) ~ - , - N '---' REFRIG Ql o o a ~ <:t " o t- X b -~ "Q[ ~ , <>='"'" ~ ~.-- D1614 W,M,j..j 18 ~ ~i ~ ~~ <tlO ,,'!.t II II II II I I " IIZ II- I I iii II~ II II I I Cl I I ill ::9 110 II" I I 't I I_ I I CI1 I I :: \' I I II II , () 1- \ , \ , \ , \ , AT Ic\e,'rA i<e. , , \ I \ , \ , \ , \ , \ ~ -~ ~ ~~~ ~~~~ !;t~00 I-j::~o.. -J<t - 2U ~ ~9I:0 ~~~ 9s ~ <t1ll~5 S 11\ I: t(I~l1\~ X!;WI: ~~~E ("\1l11'-3 ~~~ : z ~~ & I I , , '" E o o fl \!) z z a in :t U r V. ,:) ...... - - () N (0 WOOD lLALl. -'~ [;d8 ono U , N -tI\ ~? ;C~ ~ () o z ,~' & () ~ !,~ ~ el~" -<0 ~t 2' 411 L gy~) ~- -IN N ~ n I1IIIII 1I1III111111 L11111111 II11III IIII ~IR 2' a" hlullll II II I I I I~ III III ~~ " .. '~1 ~, , 2\1 ~" 14' 3" 11' 1" 8' 2" ~ ~ ,. ~. c." . ," N ~ II " I ~~ 1lI~ [ffi~ ~je x~~ ...00 B~~ '\ ..:;... , .--- u: - - '" '<t W/1," TRANeo ~ I I I I tilR.. 3' 0" ~ ~II 11"'11 V 5' 411 , o N ~ JlI" I I l '1 1'"1' II ' , l " J ~ 2b 81-1 (0) ~I 011 :2b e~ (P) Del :2bel-l (Q) 810" 810" o -~ 5' 2" ~r 10" () -~ l~' 8" 1514" ,'...,; :"", , " .'. ::"".:,:;":'; , :', '::;' ,;. .' ,."c,:,c;"y , '''::",,,'' .,{,,:., .,'C'!' .." .,' ':', , :;',' ,:.:'" c'<:~"",..' ',':':,' c.;, ,',' " " ""; --", : ' :1> ',: .-:-<..:. '"" ~e' 4" , '. .,::,', ~~~ .. I1lz ~~~ .. roo ~:to , '.;,~y ..' ~".< t~ t . ;,!;-' ~ ,. .',.... >.( " : ~, . 'f 82' 411 , ~~ liS . II) Z iI-I: X~3 . ill 8 ~J: 2 X 6 R& CEDAR eRACKET TRIM <^,'..-, ".',,' "N' ,- ~ oe <J) =f -<(, 3 Ql ~ :t ~: ~ -<[ }- " U -<( ~ -1 <:{ 3 :J -<1:, "~'#""~;:"j' ,~..;~.O'. I 1" 0..", ,'.'1' ",_ 'f " '';'. W i' .... - M (\I U un lQ z C\I ~ """ an m "" (f) (f) ~ ~ (Y) X ~ 5 ~ it cutE i' z )- 0 l""- t) ~ .d 0 tft ~ L!.. N 1111 1.!J .. I ~ ~ ~ ~ ~ ij u ~ )>0 00 !JJ II) Cwo(\') ZMr(W ~ C u i& l1. o (J) Z t!) ==0 00 W C oJ .( =" U ~ K!J ~ ~ o u ~ ..J < ~ w C t=o U) W ~ r- ~~ ~ ~~ ~<j;)lB~ ~ ~o 0 oc~~~ , ~~~3 ~ ~~k:i ~ fl) ..c ~ ~ i ~U~ ~ [6'- N ~u. ~ w! ~ _ lit) - ~(ij ~ -. W.a 1 ~u! ~ z-So- ~ ~ gl ~~ f ~ f~E~ ..0 ~ u.. ..J ::3 0\1 ~JJ~ iR 11.. ~ ~ i!! ~ z () ~ ~ ~ N ~ ~ Q ~ a ~ Ul ~ ~ In" CEILIN~ TYPE: C:rYP&UM eoA~D &/NGLE BOND eEAM WITH (1) os RE6AR CONTINUOU& tiED TO ALl. VERTICAl.. RODG eee LINtEl.. CHART ALUMN a.H. WINOOl.l!& MASONRY &11.L& r .3/4" P.1. AJRING WITH .314" TUFF R INOOLAtlON ~ARD AND 112" GY~OOM e" LAP e.IDIN6 e" LAP alDINGt tYPICAl.. 4" CONCReTE e.LA6 WITH wl~e MEe.H OR FleER MEe.~ AND ~ MIl.!.. VI2>aUEEN OvER CLEAN COMPACT TERMITE TREATED eOIL 12" 01-1 .' ?' ~ l' ~ ?' .' .' 'Der-...cRATIVE CEMENTITOU5 FINi51-1 ~ 36" 01-1 OVER eiDE DOOR AND WiNDOW AREA, e.EE LEFT ELEY MION ~ " ~ ~ -01 ~ ~ ~ l' ~ .' " I, I ~ l' .' . .""'.. tdI!bJ ~ [J DO 00 DO 00 .' 'OECC~AT1VE CEMENTITOU~ FINI51-1" l' ?' L~ L~ II 11 II ~ II ~ II EXP05f;'0 2 X 6 Ro. CECAl< OVERl-lANG ON FRONT ONLY ~ ~ l' .' .' ~ I] ~ II ~ ?' --------- - - - ~ - .' " .' .' " " .. l' '--- os VERTICAl. RODe. mOM FOOtlNGG TO BOND BEAM WITI-I 24" LAP MINIMUM l-louee \=,F. . It. . . , D. '~'~ . ., \., --- -~--_.._..~_. .----------- .-- I I . , . , . ) I I. . .1 I "I , I t 8" x 16" VENT HOLE . . , '. . 10' X ,~. FOOtlNGa L!J11H (2) q; REeA~ ON C\-\AIR& .' .' " " .' ~. " 6RADE BOTTOM OF FOUND A TION MINIMu..~ 12" eEl OW GRAD!: GROUND WIRe TO ~ FOOTINa REBAR. ' . ,~ .~ . ~ .". REAR ELEVATION 1/4U ~/4ii ~ """ 110U ~Oo" FROf\lT ELEVATiON """ = aTeH WALL NOTE. aTEMWALL I-lEIa.I-lT TO eE DeT~MINEO PER 11-I1! OWNeR 4 CONT~ACT"R TO FIT 11-15 em! (MAXIMUM 4 EXP"e.EO cou~e.Ee IN IJEI~I~T IF riOR! 11-IAN 4 COUR6ea ARE NEEOEO _ CONTACT ENa.INEER PRIOR TO FOUNDATION FOUR. ALL WORK SHALL COMPLY WIlli ALL PREV AIUNO CODES. FlORIOA BUll.DING CODE.NAno.'W. ELECTRlC CODB AND CITY OPZEPHYRHILLSORDlNANCES ARKAY ENGINEERING INC. &mUCTURAI. ENGINEER& ~a 401 6LOC~ WALL D~T AIL Nor TO eCAL~ . 1'.-12 CLIeNT UNOER~TANDG T"'A'T THe PEe.IGNER CARRIE& NO LIAelLITY INGURANC! AND THEREFORe A~EeG TO I-IOL.D HARMLE6G, IDEHNIFY, AND DEFEND oe61a.Nm mOM ALJ.. C!.AIMG, Loe,e,ee AND EXPENGEG (INCLUOING REAaoNAaLe ATTORNEY FEEe.) ARIGING OJT 01= OR RE6UL TINa. FROM TI-I8 PROJECT. THE DSl!>IC:sNm WILJ.. IN GtOOO FArm ATTEMPT TO PROVIDE El<ROR FReE CONaTRLlCTlON ORAWINC:re., BUT IN TI-lE EVENT ~RORG OCCUR THE OEGIGlNER WILJ.. NOT as LIAeLe FOR C06T 01= Re?AIR& OR DELAY TO TI-l5 CONaTRUCTION pi"t~s FJ6v=wED DATE .~' ~13 BUILrum OtPTAP nflOVEO , tR. '1 "'~ eAND FINIe.H e.MOOTH AREA RIC~AF<O l.. KIODEY P.E. FLORIDA LICENGe NUM6ER 3~i2~~ I14ER6Y CeRTIPr" TI4AT n-lE&E Pl.AN& AND GPeCIFlcAtION& WAe. PREPARED 6Y Me OR UNDER MY DIRECT OOPERVIGION Af<E IN COMPLIANCE WIT~ TI-IE FLORIDA BUILDING, CODE 2001 FOR 110 MPH ( 3 ~eCOND GUe1 ) WIND ZONe. 90 MP14 FA&tee.r &PEED .~ Wl ,,' r: '" , . 'W O~ :t~ Z:j 0== :J> J~ @~ EO !fiB] 9~ o~ ~ LIVING (iA~AGE PORC~ eiO~A~c TOTAL PG ~ OF 6 ~ ~ N o E , o z ~ m Q o I: ~ (f\ ~ ~ ~ ! j, '~3~ 42~ 248 a1 " ,! ,. ;, 23~' , .,!; '\. .' A~KAY 0 '../i J I "