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Home My WebLink AboutBIN B-1 PERMIT 2727 112" CPX OR 111611 oee ROOF el-lEA 1l11NG NAILED f/ OC ON ALL EPGE& AND IN THE FlaD WITH &P NAIL&, ueE &TEEl. PI. 'fCLIP& AND .15 FE!. T WI1l1 eI-IINGLE&, RIP&E YENT A& REQUIRED 2X4 OR 2><6 WOOP we WITH J ALUMINUM eoFFIT ANP FAcelA TRIM ueE (1) &IMP&ON I-IET A20 TRU&& &TRAP POURED IN LINTEL. AT ALL TRuea 6EARING L.OCA TION& EXCEPT Ae NOTED ON TRUe& PLAN. FII.1. ALL HAIL& I-lOLE& WITH lOP X I II~' HAIL& MIN R.22 IN6Ul.A TION IN AU. ATTIC AREA& 112" CEILING TYPE GYPWM 60ARP &ee LINTEL. CI-IART &INc:,LE eoND 6EAM WITH (I) to REBAR CONTINUOU& TIED TO AU. YERTlCAL ROP& ALUMN &.H. WINPOW& MA&ONRY &ILL& 3/4" P.T. FURING WITH 3/4" TUFF R INeuLATION eoARD AND 112" GYPeuM &" aLOCK WALL a'o" IN I-IEIGI-IT PECORA TIYE CEMENTITOU& FINI&I-I TYPICAl.. 4" CONCRETE eLAe WITH WIRE MEeI-I OR FI6ER MEeI-I AND 6 MILL YI&GlUEEN OYER CLEAN COMPACT TERMITE TREATED eolL ~ 16 X 12" FOOTING~ WITH (2) <is RmAR ON CI-lAIR& GROUND WIRE TO FOOTINa. REBAR to YERTICAL ROP& FROM FOOTING& TO ooND 6EAM WITH 241 LAP MINIf'1JM eoTTOM OF FOUNPA TION MINIMUM 121 aaow "RAPE a' 0" 6LOCK WALL DETAIL NOT TO eCALE IT WIl.L 6e THe ReepONeI61L.ITY 01= THe CONTRACTOR/OWNER TO PROYIDe DOCUMENTe eHOWING Tf.fAT Au.. WINOOW& AND DOORe ON THi& epeCIFIC JOB Mt:ET THe De&IGN PRE&&URE& eTATED ON PLANe. WIND DEelGN FREeeuRc eC~EDULE FOR ALL OFENINGe OPENINa ZONe PO&ITIVe NEGATive (A) END 20.61 -26.~ (6) INTERIOR 20.60 -22.60 (C) INTERIOR 20.24 -22.04 (D) eND 1&.50 -22.60 (E) END 20.60 -21.20 (1=) INTERIOR 21.&0 -23.60 (a) END 21.10 -2&/al (H) END 21.20 -21. ~6 (f) END 21.&0 -2<a.1O (J) END 20.24 -26.01 (K) END 21.&0 -2<a.to (U INTERIOR 1~.~3 -21.13 (M) END 21.20 -21. ~ (N) END 21.&0 -2<a.1O THE CLIENT UNOER&TANO& THAT THE CE61CoNER CA~RIE& NO LIABILIty IN6URANCE ANO THERa=o~E Ac.REE& TO I-lOI..D HA~MLEe&, IDEMNIFY, ANO DEFEND DE&ICoNF-R FROM All CL.AIM&, 1..0&6E& ANO EXFEN6E& (INCLUDINCo REAeOl-lAeLE ATTORN&,( fE&) ARI61NCo OUT OF OR REeuLilNCo FROM il-lE PROJECT. THE CE61CoNER WIU. IN C!IOOD FAITH ATTEMPT TO PROVICE ER~OR FREE CON&TRUCTION DR \JJING&, elJT IN THE EVENT ERROR& OCCUR THE DEelGNER WILL NOT 51 LIA5U! FOR CO&T 0.. ~ S,IR& OR CELAY TO THE CON&TRUCTION ~ ~ . o ~ = () -~ = () ~ ~ o 1:! ~ ~ 4' 0" :0 "- = "- N "- "- 1- ~ "- "- "- "- "- ..l_ ~ = t: () , t:: l- t: -~ I-- HOeE t:. -('I) 516 "- I.~ "- r'" O-J g ~I (:4 .~ [!. I-- I -m ..... -l..- = <<) .~ 1- in ..l..-- L..- I-- I-- I-- I-- _ I-- t:. . t<\ ~ "- I- ~ "- . "t- t:: N "- ~ I-- t:: ~ ~ t:: in ~ -~ I-- I-- I-- I-- f-- " SI' e" 26' &" 2' 0" 10' 4" 18' e" DeL 2 )( ~ ~ PINI! eI!AI'1 WiTH ONII LAYER \12' Pl.Y WOOD IN CENTER t5 YERTICAL ROO& FROM FOOTING& TO I50ND &EAM AeOYB ~ ~-~--~----==---------------------_._----_._-- --~ \: I , COVE~ED FO~C~ ,: I , ~ &LAB MINIMUM I: .... eaow HOUeI R..OOR I , I: ~ I Ii 6'0' :LJe' &.G.D. ~ ~'-' II II III I JIooooI I IIII I Tr- ,~ l2' 011 10'611 I / I. 21 14" '1 I ID I ~L ----- o ~ 13' &" SED 12 ~j ~~ i~ I FLAT CLG LIVING ~M f?>... p 3' 611 ). ,~ 6A'r~ /.~ O!\.AT CI.G z:.. L:J QI 2 )( . WAU. v AUL TED CLG .,.-+-.,. I I 1 I I I I I 1 I I , I ~ I 1 I "..&..... I 1 I , I I I g' 4" " ( WAU..& . l' o' A....... WITH PLANT OHBJI ~, 6. ~j 'Or' ;~ j~ I Y AU!. TED CLG ~ eED 13 .. o -N .r: DINING ~M b ~ FLA T CLa, eloll 210" eLOCK COt..UMN . "0' WiTH 12' WOOD eEAM AT J V 2 )( ... WOOD FRAMED WAll 13' 0" (J) 25 eH 25 eH f') :51t1rsotJ "~-<<'ZO&~ ~ feNSlptJ l1e (11fl,) T lifT In 12' 0" ~ -<<) NOOK V AU!. TED CLG ~ / 1 (M) / f' t; 25 eH EGRE6e , ~~~IJllj!11 .L.III Ifll "- "- ~ KITC~EN ~ ~Itt>!@. ~ ~l~ V AUL TEt) CLG I I I I I I , I I ~ ~ v ('I) 2' a" FKT DR '"";:JJ (p -~ ( ~NDRYlra~ 1016" Ig' 2" uJAll& .,. I)' A.P.P. WITH PLAN'T 6HElJI IIII t BJ.. 25 RADlue TOF 8H (C) eeL 2 )( 12 ~ PINE eEAM WItH ONE! !..AYl:R In' PI.. Y WOOD IN CENTER &IMP60N MmlA3.'IIL2&" HANGER &ECURB> TO WALL U&lNG JI...OX.' ANCI-lOR BOLT AT AU. B!AM TO eLOCK LOCA11ONt>. eot..T TO Be IJ 51." FROM EDCoI! 0fI eLOCl< WITH MINIMUM 3000 P&I POURED CEU. t6' )( 16' COLUMN . ~'...' WiTH 12' weco eEAM AT 'TOP 11' 4" I' 411 610" , 4" 11' a" 51' e" "t- 61 4" ~ ~: I I I I I =-1 6OLIO CORS "t- in ~ ~ ~ I-- ~ ~ ~ ~ ~ ~ ~ l- f-- . ~ f-- f-- 10- l- I-- I-- ~ ~ ~ '-- - ~ . ~ ~ ~ ~ ~ 10- f-- f-- f-- f-- I-- I-- f-- f-- l- f-- i-- ~ ~ ~ r. II.' o ~ (~) .. 1/ 514" 25 eH EGREea .n III I,.r . 131 2" MA5TE~ eeD FLAT CLG " &" ~, tS" ~ , l() ~ -c"'~ ~, /. Al... o.~ d S. ~ ~ ~ W I I IR21 f4," -<"r~ /) ~r- till II I T n III I llr 3' 01' mT I Iii J ~:1 RADlue TOF eH )/'~ (6) i;i (A) II II I I I I 314" 101 lO" :1: &' 4" :1: II I I 7 I~~ P: :1: ENTRY :1: I' I I I I ENTRY &LAf:S MINIMUM I :1: .... es.ow HOU6IiI F\..OOR If: r: =~.::::::::::::::::- IDi ~ 2X4 KNEE WAll- AT BACK 0fI CA51NET ANO ~ER BAR / "\ r---------., n---------..J : : [[ .J. ]] II .J lOaF c;- b 1 PANTRY - Je.eF,. N t 2 4" L 31 0" L ,.. ~ "!;. " ~ ~ SA Tf4 FLAT CLCo l; t- ~~ ~ "0 I{~--z _ '~ V. N ~ ).o~, ~ "/'~ ~/ " 310" o ~ 216- ,~ - 1 r- ~ ~ ~ ~ - -N r- ~~ - - - - - ~~ ~<< ~ ~==o S: 10" ~ ~ ~ 2 )t ,~ WAI I "'... . ." ATTIC &T AIRe ..' ,..' ...'........ ~-----------------, , I I I I I I I , I I I : AIR HANDLER UNIT : RECE6&EO IN CEIWNa, I ",.-.-.-.-.-.-.-.-..' 'I .----, ,I II I 1 I' 'I I I ,I :1 I I I: ~t_-~_:-:-:-:_:-_J J ~----------------- G$A~AG$E GARAGe FLOOR MINIMUM 4" 6ELOW 1-lOJ&E! FL.OOR I~I 0" >< ,1 0" GARAGE DOOR (D) 20' 0" FLOOR FLAN 1/411 = 1'011 AL.L. WAL.L.6 ACT A6 et-l!A~ WAL.L.6 Otli~e Copy . , \.J..o~ . J ,. ~ ....- ~ .. ': J'Rt:.\'AL~\:::;.~' FLAr~sRC:../\E."Ll) , 'co':.:':",":._ ~G:C~ING ~~T ~;Rg,~~frJ /d1A~i)~ Ct. Otlice Copy ALL WORKSHALLCOMPLVWlTIiALL PREY Al.UNG CODES, F1.ORlDA Bun.DING CODE. NA 110NAL ELECTRIC CODE A..\'D CITY OFZEPHYRH1LLSORDINAJ'iCES -=1.- - - - - - . ! @ ~~ .. "- ~ X ~ - - Hoe.e 516 I ^ ~~ J5~ ~ Q= 't WA": ~ ~.-(J1 I4EA'T!:R = - - . :\ ~~@ ;: - - - - - - - . ---!l~ - - - - - - - - = c - - ~ - - - - - ~ I-- I-- ~.I I =- --:l" ~ ~ , ~~ o ~ () ~ Q ~ ~ ~ "t ~ fLD~r\. t~);"'J Gt-Y, ~l~\l-L ~lL , .~ ..I; ,01 fT t) \: (L i/M tJ/L':::'--{ j{;') ~'A\ r\ii",'hJiv, () \). nJ r '/' r 5IT)"1- /)G'-W -- ARKAY ENG !$RING INC. &TRUCTUR ENGINEE~& RICI-IARD L.. KIDDEY P.E. FL.ORIDA I.ICEN6E! NUM6ER '-W. Il-liRBY CERTIFY TI-lA'T TI-lE&E PI.AN& AND &PECIF1CAT10N& WA& PREPARED 6Y MB OR UNDER MY DIRECT 6UP!:RYI610N ARE IN COMPLIANCE! WITI-I TI-lE! FLORIDA eUILDING CODE 2001 FOR 110 MPH (3 &ECONO OO&T) WIND ZONE-~ MPH FAeTE&T &PEED J 1- '"~1.11 l.i~lt ~~\~IPiI 1L...::'1~ o .... tA o Z ~ CJ . r.:. - (.) (D 1{J !~LI)II1Q ..c(&t~ . tAz 0.; M LI) - CJ>MM~ -COct~~ lfiooQ~w QO)Q2 :e ~~~I::~ I!!:c ..0 (.) ctcn~~~ ~::)u~... >- t'i LLI '9 ~ QN~NI- ~~Q~~ (.) - IE ~ o .... ~J~ cI\~. · u:~~1 ~ ~ S ~ la!:J ~i~~~J ;- N 0 _ r ~ .s ~_ ~ (f I illS I iu} ~~ ;f;~j ~ 00 ~~cl\ ~ -8 .d :f ts- -.... _'.J. '~u...J ~lH ~ ~ I Ii} il I: ~. ;1 ~ ~ (1 ~ ii) ~ 3 (l ~ Z 3 -<( ~ ~ ~ - ~ . ~ ~ l!! ~ - - ~it -.....;; ~' ~~ ~ i::i~al ~ ):: ~ ~ ~ ~~~ ~~~.. ~.....~ ~mm \i~~ <: ~ ~ ~ Ga ~~ o z ~ ~ OC ~ U lU ~ LIVING 14ca1 GARAGS 468 INTflQY 64 POtQC~ t4~ TOTAL 2118 FG 1 OF 6 ARKAY 1 73(P~ RIDGE VENT RIIXitE VENT - . ~:f . ~. . . . . . . . . . . . . . . . . ~ . . . . r .... .. .. .. . . , .. . . .. ~ . . .. .. .. .. . . I ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :~ . . . . . . . I . 12" OH ~ .." .." . . . . ., . . - - , . . ~ ~ ..- '=::::::::: . . . 16- ~ ~ ~ . I I II I I I I I I I . . . . . . . . . . . . . . . . . . . . ~ . . . . ~ ~ . . . . . . D D . D CJ D CJ . [ I . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . ~ . 0 D D D D D D . ~ ~ . . . . . . . . . . . . . . . . . . . , . . D D I I D D - DECORATIVE CEMENTITOU& FIN5l:1 I . . _~_.J J= --------- ----------------------. --- --- P--.--~---------.--.------------.- ----------------------------------------------. ....... --" 12 . . !;~ ~ ur ., . . ~ . . . . . I2"QH ~ ~. .." .." . . . . ., . ~. . . r-- - . . . . ~ ..- . 16" . . ~ . ~ ~ " I ~ I] I " II ~ ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . ~ ~ . . 0 D . . . . . . . II I l~] I ~ II ~ II I . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . D ~ 11 I 1 II II . 0 D ~ ~ . . II I . . . . . . . . . . . . . . . . . . . . . . . . . . . -lDI ~I IDI I - . DECORATIVE CEMENTITou& FIN~ . ~ .. .. .. .. .. .. .. .. .. .. .. J~-: --------------------------------- --- --- P--.--~---------.--.---------~--.- ~--~_._---------------------------------------------- 01-4 i (0 5 I Q ~ >- 0 i -G) ~ i -~ ~ j ~ 0 :t ifi G) ~ 01-4 FRONT ELEVATION 1/411 = 11011 (A) FRONT ELEVATION 1/4" = 110" (6) 12 S~ 24" OH . ~" OH .' ., ., ., .. .. .. .. .. .. .. .: rLll: .: .: .: .: .: .': .: .: .: .: .: .: ~ .. ., .. ..... ., .. ., .. .. .. '.: .~: .. .. .. .. .. .. .. ..... .. .. ., , .." .." .... .... .." .." .... ".. .." .." .... ~ " .. .' .. .. .' .. .. .' ., ., ., .' .. .. ., .' .. .' .. .. .. .' .. .. .. ., . . ., ., 'OeccRATIVE CEMENTtTou& FlNI&H . . . . .. ........................ --~-- --~---~--~--~--~--~---~--~--~--~---~--~--~--~--~---~--~--~--~---~--~--~--~--~---~--~-- LEFT ELEVATION 1/411 = 11011 12 ~S .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .." .................... ..~ . . . . . . . . . . . ~ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ~: :': :': :': m lG] DO # ~ ~ # # .... .... .... .... .... .... .... .." .... .... .... .... .... .... .... .... .... .... ... .... .." .... .... .... .... .... .... .... .... .." .... .... .... .... .. ................ .. .. .. .. .. .. .. .. . .. . ----------------------------------- :_ _ _': .1':'.'-.:.: -'- ~ ---~ - :.-'-.: - ~.:-: .'-~ - :..-'- .:.-'-.: - ~ -'. ~ -'-~ - :.-'-..: -'-.:-: -'-~ - --~ - .:..'-.: - ~ .'. ~ -'-~ - :.-'-..: p'-.:-: -'- ~.' -' - - - ~ -- RIGI-IT ELEVATION 1/411 = 11011 RIDG! VENT ~ 12 !;~ --" I . . . . . . . . lIIl . . . . . . . . . , . . . . . . , , , , , , , , , , ! ~ /P , . , . . . . . . ~ ~ , , , . . , ~ . ~ . . . . . , , . . . . . . . ~ . . . - l- . . . . . . . . . ~ ~ . . , . . . ~ /P . . ~ . . . . . . . . . . . . . . . ~ 1= ~ . . ~ . . . . . . . . . . . .. .. .. .. .. .. , . _ _ _ _ _ _ P~~II~~ f~~TlT?d~ fl~!:l_ _ _ _ _ _ _ ~. _ . . - - --- P__._________~--___4-- -- ------------- ------------ ------------------------------ ARKAY ENGINEERINalINC. &TRUCTUAAL ENGINEER& REAR ELEVATION 1/411 = 11011 RI(A.jARt) I.. KIODEY P.I:. FLORIDA LICEN6E NUM6ER ,me, I HERay CERTlI=Y tl-lAT tHE6e PI.AN& AND 6PECIFICAtION& WA& PREPARED 6Y Me OR UNDER MY DIRECT eupERYI&ION ARE IN COMPLIANCE WITH tHE FLORIDA etJlJ..PINaI CODe 2001 FOR 110 MPH (3 6ECONP OO&T) WIND ZONe-~ MPI-I FA&TE&T 6PCED TI-lE CLIENT UNOCR&rANO& TI-1AT TI-lE D\:&IGoNER CARRI\:& NO LIABILITY INellRANCE AND TI-lCREFORE MREE& TO HOLD HARMLE6&, IDEMNIFY. AND DEfEND DE&IGNER FROM AU. CLAIM&, LO&&E& ANI:> EXPENeE& (INCLUDING REAeONAeLE ATTORNIiY FEE&) ARI&INGo OUT OF OR REellLTING FROM THE F'ROJECT. TI-lE DE&IGNER WILl. IN GOOD FAITH ATTEMPT TO F'ROVIDE ERROR FREE CON&TRUCTlON DRAI1IING&, elJT iN THE EVENT ~ROR& OCCUR TI-lE DE&IGNER WILl- NOT eE LIAeLE FOR coaT OF REPAIR& OR DELAY TO THE CON&TRUCTION Jl,_l .\-. !~~~'1 Il~!~ ~I~ o .... (I) o Z '" ~ I ...!. _ (,) .- CI) ZCI)Lt)(DLLI -CI)('.tll1o cn~Lt)~~ ~>-~(I')- -CQc(><(,) . ff) 00 e if ffi o en 0:: :IE ~~~J::~ ~:c '" 0 (,) ic(cn~~~ ~:)U('.t...l ~~~~~ ZS!2c:cU)Z ~~Q~~ U - fE ~ o i~~~ U:~81 II i~H ~G~d~ -~ ~ Iti-N ou.. ~ ~ ~ ! ~_ ~ ~ I illS I S;ut ~~ ;r;Sj ~ lI) g>~~ ~ ~ d :f t)- ""to. _':J. <d~u..-J ~l1i ~ o I I 6 ~ ~ ~ d) ~ ~ l!! ~ 3 ~ ~ Z 3 ~ lD ~ ~ - . l!! ~ ~ ~ ~.~ "'~ '~~ ~ ~;f~l1i ~ ~ ~ !;l ~ ~~m Y)~~~ ~,,~~ CJ~tu~ ~ ~~I ~~ - - z ~ 13 -l ~ ~ o w ~ LIVING 14g-1 GARAGE 408 IH'fi~ ... FO~C44 14g TOTAL 2119 FG 2 OF ~ ARKAY -13tdo LINTel. LOAD C~ART ( 16" DEEP 8ECTION ) CLEAR SPAN CONCRE1e U LINTS!. "POU.IERu &TES!. "POWER' &TEE1.. BOX L.INTEL I' - 6' 4M1 Pt...P ( UNFillED ) 1010 Pt...P 1..-2 ge6~ PLP 2' - 2' 343& PL.P ( UNFillED ) 6626 PL.P L.-2 6&30 PLP 2' - a' rm PU= ( UNFILLED ) &~6 PU= 1..-2 ~9PU= )' _ 211 2332 PU= ( UNl=lL.L.1:O ) 4&0& PU= L.-2 4613 PLF 4' - 0" 1&3& Pt...P ( UNFIUEO ) 3&3& Pt...P 1..-2 3699 PLP 4' - 6" 1624 P\..P ( UNFiLlED ) 31'-4 PLP 1..-2 32&& PLP &'- 2" 2139 PLF .. 2146 PL.P L-2 .. 2364 PLF .. 6' - 211 2711 Pl.F .. mD PL.P L.-2 .. 2400 pu= .. " - 0" ,~, PLF .. 202& pu= 1..-2 .. 2114 Pl.P .. &' - 01 n23 PLF .. '16& PLP L-2 .. 2213 PLP .. 9' - 2' 14&9 PL.P .. 154& PL.P 1...2 .. tge4 PLP .. 10' - Od 1354 PLF .. 1414 PLF L-2 .. 1819 PL.P .. 10' - &" 1211 PL.F .. 132& PL.F L-2 .. nlO pU= .. 11' - 2' 1200 PL.F .. 1230 PU= L.-2 .. 1629 Pt...P .. 12' _ OU 1109 PL.P .. 111& PL.P L-2 .. 1&1& PLF .. 12' - &' 1044 PLF .. lIt6 PLF L-2 .. 1436 PLF .. 13' - 4" 13~ pU= .. P 13&' PLF L-2 .. SL - I \364 PLF .. 14' - o' 1371 PU= .. P 1321 PI..F 1..-2 .. &1.. - I ~g PU= .. 16' - o' 11&2 PLF .. P 104& PLP 1.-2 .. 6L. - I 1131 PLP .. 1&' - o' 1016 PLF .. P &2& PLF 1.-2 .. &1. - I ~6O PLP .. 18' _ ad 911 PLP" P 110 PLP 1.-2 .. 61. - I &93 PLP" 2(;)' - Od &'6 PLP" I" Qo29 PLP L-2 .. 61. - I 1&4 PL.P" 22' _ &d 1&9 pLF" P &23 PL.P 1.-2 .. 6L - I 606 pu=.. .. - OENOTE& t& REaAR X CONT. PLACED IN BOTTOM COUR6E ANt> 161 DEEP 6EAM POURED 6OLI0 WITH 2&00 1"61 CONCRETE. .. P - OENOTE& PRE &TRE6e>ED U LINTEL WIT14 ~ REaAR X CONT. PLACED IN 60TTOM COUR6! . 161 DEEP 6EAM POURED 60LID WITH 2&00 1"61 CONCRETE .. & - OENOTE& IN BOTTOM COUR6E . (6) - & / 16' &MOOTH &TIRRUp& AT &1 OC AT EACH ENO IN A 161 OEEP 6l!AM POURED 60LID WITH 2~0 1"61 CONCRETE 4" CONCReTE &LA6 MIN. 2!;oo P&I OVER 1REA TED COMPACTED FILL 6X6 10/10 WWM (OR eQUAL.) I 2-'S REeAR TIED ON CHAIR& TYPICAl.. MONOLln-llC FOOTER OBI. 2 X 12 t2 PIN! BEAM WITH ONE LAYER V21 PLY WOOD IN CENTER &IMp60N HEAT A24 OR EQUAL POURED IN TOP OP BLOCK COLUMN TO 6ECUR! BEAM TO COLUMN, PiLl ALL NAIL OOI..E& WITH 120 COMMON NAIL& 6EE WOOD 6EAM TO BLOCK OETAII.. STRAP ALL. TRUSSES TO WOOD BEAM USING , EACI-l SIMPOON 1-410 CLIP PER TRUSS 16' ~E BLOCK COL.UMN WITI-l (I) ~ REeAR POURED IN EACH CELL I=liCOM PAD BELOW L 12' X 32d X 32' PAD WITH 3 EACH ~ REeAA EACH DIRECTION TIED TO VERTICAL ROP& IN COLUMN L . . ,. 16" eaUARE aLOCK COLUMN DeTAIL 11-Ie CLIENT UNOEf<&TANO& TI-lAT 11-11: DI:&IGNCR CA~~Il:& NO LIABILity IN&lJRANCe AND THEf<a=o~e AU~EES TO HOLD I-lA~ML.e6&, IDEMNIFY, AND DEFEND DESIGNER FROM AU.. CLAIMS, LO&&I:S AND EXPENeEe (INCLUDING l"tEA60NAeLI! ATTOl"tN&'f' FEE&) AAlelNG OUT OP c)R RE&ui..TING FROM THIi Fl"tOJEC'I'. TI-lE DEeIGNEf< WII.L IN GOOD FAI11-I ATTEMFT TO FROVIPS ERROR FRom CONeTRUCTlON DRAWINae, au'l' iN TI-lE EVEN'I' ERRORe OCCUR TI-lE DEelGNCR WII.L NOT BE LIABI..B FOR coeT OP REPAIR& OR DELAY' TO TI-lE CON&TRUCTION T i a" >< a'l >< 16" KNOCK OUT SLOCK TOP COAR8E WITH I .S HORIZONTAL 1<:.>1 ~EeAR TIED TO ALL YERTICAL RODe 60X 8TEa LINTELe OVER ALL WINDOW AND DOOR OPENINae, NO IS RE6AR REQUIRED ON 6EAM8 UP TO 24'0" WITH NO MORE THAN 6O~L6e PLF OFTIONAL FOWER eox LINTEL DETAIL ~ a" x a" x 16" KNOCK OUT SLOCK TOP COAR8e WITH I .S HORIZONTAL 1'::,.,:.>1 ~EeAR TIED TO ALL YERTICAL RODe all x all x 16" KNOCK OUT aLOCK OVER POWER eTEEL L1NTELe, WITH I EACH .S RE6AR IN THI8 COAR8E WHEN 8PAN OF LINTEL 18 OVER 12'4" OFTIONAL FOWER eTEEL LINTEL DETAIL -~ a" x all x 16'1 KNOCK OUT aLOCK TOP COAR8E WITH I I!; ~RIZONT AL I':~. >1 ~EeAR TIED TO ALL YERTICAL RODe a" PRECA8T LINTEL 6LOCK OVER ALL OPENING8. 1 EACH .S RE6AR IN THI8 COAR8E Wl-iEN 8PAN OF LINTEL OVER !;'2" ~ ~ OPTIONAL 8T ANDAF<D PF<ECA8T DeTAIL INt eTUD WALL P. t. PLA TE ANCl-lO~a:o WITH eel Te AT 24' O.C. 4' CONC~ere &L.Aa MIN. 2&00 P&I Oyf:R TJQEA TED COMPACTED FILL 6X6 10110 l1A.LlM (OR EGUAU 4" _________J o 1-1& ~J:eAR ON C~AIRe 12' NON LOAD 6EARING GARAGE FOOTING 61MpOON MBI-lA',~/ll.2~" I-lANGER OR EQUAL FILL ALL NAIL OOLE& TO BEAM WITI-l IOD X I 112" TYPICAl.. TRU6& NAILS I a/~'. A301 ANCOOR BOL T ~ &/&1 FROM OP EDGE OF BL.OCK WALL WITH MIN. 6u EM6EDDED IN 3000 PSI CONCRETE GROUT FlU-ED CEll (TYP) a" CMU LUI 3000 1"61 CONe . LINTa. W/ I .~_ MIN. LAP 301 61.. :2 X 12 t2 PiNE 6EAM WI~ ONE LAYER Inl CDX iN CENTER eM/WALL CONN Q -~ Q ~ Q ~ 10'4" ., YeRTICAL ROO& FROM FOOTING& TO BONO 61!AH AeOve 4' 0" r-V . ~~t) I I , I I -'r- .1 I , I ~~E I I ~ -~ Q.. ~: I ~i (i I ~ . ~ 1!) I I I I ..l~ ., I I I , I ~ -~ L ..lr- . ,. 1 2& eH EGRE&e --------- . . 12' 0" ,- -----, I I :~: : ~ : I 1 ... _____.t !;I' a" 26' a" lal a" e10" eLOCK COLUMN . T 0" WITH 12" )( n' )(3)" F' AD eaow WITH (,) ., ~EeAR r---- -1 J WAY : ~I~ , 1 , 1 I 1 2' 0" 210" 131 0" NON LOAD eEAAlNG CO~ EarPII ..____ ..i f'ORCI-l &l.A8 HlNlMUH 4" eaow HOUeB FLOOR Q ~ 1 S' 4" 6'0" X 6'a" e.G.D. . -----------------~. I /~ - - - - - - ~"-~-1 I/~ / ,___________________~ '~I . / " " '. ~ " " ~ , , , , , , ~-----------------------------------., . l I 0 I "=-t . ! i u: ~ x .. ~ N 21; eH EGREe& --------- . . ,--------____________________________________________________________________J ~ . ' I , , , , , r , I "" rI'I"" I I 3' 411 'r I - I @ ~ - ,. -- , 12- , , , , &' 0 b ~ > A . ---'---------_. ; & RADIUe TOP eH 10'1011 II' 4" ,----- -, 1 =: : r:: : 1 .. 'NON LOAD eEAA1NG1 .. 1 : . . : CONRETB EarPII : . . : ~_ ___ ~ ~_ ___ _J ,- -----, 1..0 1 2" V.T.R. r---i]i 1 I' ~ I -':: ~ ~___l' Q . 3' 0" . I I I I I ~~:. 1'~C I ~ ~~: " : ., r~ ~ " '! r----u----------m-u------------- -)~- _~~n) i ~ - ________________________________________J r - - - - - - - - - - l - - - ~ - I ~ . (Pi UlAT~.L l4EA 11:"1R I , ~~ 01 ~: 1 ~I . I I I I. --'.- , I I , I I : I , I ---------- --------------------------------------, I o o ~ o ...t'. .... ~ I ~ I In" V.T.R. ENTRY &LAS HINIMUM 4" ea.ow HOUeB R.OOR .J .1 I , I , I ., I I I I .' I I I I I I I ~ NON LOAD BEARING MONO aTEP GARAa.II FOOTING ~ -01 . . ------------------ . TL 2& RADIU& TOP e," a1411 ~ in ~ ~ eLOCK COUIMN . T 0" WITH 12" >< 32" )(3)" PAD eEl-ow WlTH (3) ., REeAfO I!ACH WAY o ~ o GARAGE FlOOR MINIMUM 4' eELOW I-lOU&E FLOOR L ~ . .1-1 _________ :a.'-O~..)(-1'-~'-GARME-DOO~---------- Ii. . ~.- 1411 l210" " ~' 011 14" 1\' a" 20' 011 o 51' e" FOUNDATION 4 FLUM61NG FLAN 1/411 = 1'011 AU- FIXTURE I.OCATION& MU&T 6E VERIFIED I=ROM FL.OOR PLAN AND Ie THE RE&PON&IBILlTY OF PLUMBINc:. CONTRACTOR TO PLACE I=IXTUREe IN CORRECT LOCATION. PLUMBINc:. DRAIN LINEe ARE NOT A &TRUCTURAI- PART OF DRAWINGe AND MAY VARY IN FIEl-D WIT~T A..,."OYAI. ~OM INClINIM Oil "~,,p, ~ ~ -~ ~ t I ~ 6 ~ (1 ~ !Q ~ 3 ~ .. ~ Z ~ -() ~ ARKAY eNGINEERING INC. &TRUCTlJRAI. eNGINEIER& RICHARD L.. KIDDEY P,E. FLORIDA L.ICEN6E NUMBER )m6 II-4ERBY CERTIFY TI-lAT THE&E PLANS AND &PECIFICATION& WAS PREPARED BY ME OR UNDER MY OIRECT &UpERY1610N ARE IN COMPLIANCE WITH THE FLORIDA elJlWING CODE 2001 FOR 110 HpH (3 &ECONt> 00&1) WINO ZON!-~ MPH PA&TE&T 6Pe:o J ,- .'.~I.JI .l.!~\! -t~!~ o ,.... (I) o z ~ <.:J ,,~ ,.... - - (0 ffI !~lI)lI/Q cnc(~~ ~~f:l~~ Ci)~c(~U LlJCOe~ffi Q en ae ::E ~~~J::~ I!!:z: '" 0 (,) it( · ~ ~ ~ ~CI!-N ::) 0 ci ~~~~J: ~~~~~ o - t ~ o r- ~J~ (t'\ N. · d~1 ~ Ji~:i ~i ~d~ 1-" 'liit _ f ~ ! ~_ ~ \J I illS I ~u1 ~~ ~~Sf lilO J\~{j <( f~ ~ it ~ ~ u. _. i~H . ~ l!! ~ ~ (Jl ~ - to ~ ~ . ~ ~ ~ ~ - - ~~ "" , . ~ "l ~t ~ ~~~ ~ ~~~ ~ ~~m ~h~;t a!!Y~ z ~ ~ OC ~ U LU ~ LIVING 14<a, GA~AGE 408 BN1PilY 64 PORC~ 14g TOTAL 2118 PG :3 OF 6 ARKA Y .. 73"fo 2 X 4 NAILER& TYP @ // " 10 4' / I'. IN / '\ I " // '\ &' ~ / " " " " / " . " Q // " N 2X 12' t.. ____J /' " "- "- "- "-~ , " / '\ y/ " ~ 16' - /'1' I" '\i" " " """" """" " " """" ,,'" ,,,"" "'\ / V' '\ / " / / '\ ~ / 2 X e ~ YELLOW PINE / r RIDGE 6EAM TYP. @ '" 2e' O. MAX " , END NOT EXPO&I:D TO WIND -, COMMON "t'RU&& TRU&&E& 6l:L.OUJ &~!!A Tl-lEO RIOR to V AL.U!Y I=AAMING &tALLATION 6 ~ YEllOW PINE LJ..EY FRAMING TYP. 2 X e ~ yaLOW PINE RIDGE B~M TYp. &IMP&oN 143 FRAMING ANCHOR TYp. 4- 16D TOE NAIL& . RIDGE BOARD END CONT. 2 X 4 NAIL~ TYP 2- 16D NAIL& PER TRlJa& Bevs.. CUT TYP Up& RT3 OR &IMp&oN ~3 HURR &TAAP 4&. ex: TYp. eeCTION "A" - "A" 2 X & ~ YELLOW PINE RIDGE BEAM TYP. 2 X 4 VERTICAL &cAe. 4&" OC MAX CONN. WI4 160 NAIl-& . TOP . U&P RU OR &IMp&oN 143 HURR CLIP AT BOTTOM 2 X 6 ~ YEL.L.OW PINE AAFtER . 24. OC 2 X 4 CONT lJP& RT3 OR &IMP&oN 143 I4URR &TAAP eACH END UP& RT3 OR &IMP&oN 143 HURR &TRAP . 4&. 00 TYP. ROOF VALLEY DETAIL TYPICAL CONV F~AME VALLEY DETAIL. ALL CONN!:CTO~& ON V AL1.1:Y FRAMING DeTAIl. ~AVE BEEN ReviEWED AND &IZI:D FOR COMelNE up1.Il=T, &f-!~R AND J..AT~AI. 1.0AD& &TUD &PACING NO (2)2X4 (2)2X4 (2) 2 X 6 L- 6RACINGJ L-6RACINC:o L. 6RACIN<: L 6RACIN<:i l. BRACINGJ 16" 0'-0" TO 4'S' 4'..s" TO e' )" e'o"- 12'C ~ 12'0. TO 16'oM 24" .0'-0" TO 4'C: " 4'0" TO "0 I "0" TO 10' p. 10'0' TO 14'OM 2 X4 OUTR!GJGJER& AT 24" OC CONNECT OUTlQ,IGJGER& TO GAeLE WITH &IMP&ON ~2,~ LI OR EQUAL NOTE. NO DROP GJABLE NEEDED WHeN OVERI-lANGJ Ie Ii' OR LE&& aACKNAIL WI (2) 16D NAIL MAX. 24' OVERI-lANGJ 2 X 4 WEB BLOCK& NAILED IN BETWEeN WE6& WITH (2) 16>D NAIL& eAC~ END WI (6 16D NAIL& AT EACI-l END NAiL TO 2 X 4 ilL" BRACING TO EXTEND AT I..EA&T ~,. ~ 01= wee LENGTH ( ~eE TABLE A60VE) tJ NOTE. NO L. 6RACING REGUIRED UJI-IEN PEAK OF CiA6L.E 1& 4'0' OR LE&& 2 X 4 ANGLE eRACING AT 4e" OC AI-ONG GA6LE END NAIL END& TO 2 X 4 aLOCKI WEB BLOCKINGt WITl-l (2) I6>D TOE NAIL~ &TEP DOWN GABLE TRU&~ WITl-l ONE LAYER 112" CDX ~~EATl-lING OR '/16H O~B NAILED 4" OC WITH eD COMMON NAIL& ~ ATTACH 6OTTOM CORD OF CiAeLE TRU6& \ to 2>< 6 PLAtE WIn< 160 NAIL& 6' OC MIN 2 X 6 P.T. PLATE WITl-l 1/2" x e' ANCHOR 601.. T& AT 24" OCr 1/2" GJYP5UM WALL. 60ARD 2 x 4 NAILER ATTAC~ED TO aOTTOM CORD OF GAeL!: TRUM AND COMMON TRUM L:JITl-l 2 t:ACl-l 120 COMMON NAIL~ AT EAC~ UPR'G~T MEMeER OF GABLE J GABLE END BRACING DETAIL 114E CLIENT UNDER&TANO& 114AT THe DE&IGNER CARRIEe NO LIABILITY' IN6URANCE AND 114EREFORE AGlREE& TO !-lOW HARMLE&&, IDEMNIFY, AND DEFEND DE&IGNER FROM AU.. CLAIM&, LOe6E& AND EXPEN6E& (INCLUDING REAeONABLE ATTORNEY' FEE&) ARI61NG OUT OF OR RE6UL TING FROM THe PROJECT. 114E DE6lc.NER WIll. IN CiOOO FAITH ATTEMPT TO PROVIDE ERROR FRE!! CON&TRUCtlON DRAWIN<:r&, 6UT IN 114E! EVENT ERROR& OCCUR THE! DE61GNER WIll. NOT BE! LIAeU! FOR coaT 01" REPAIR& OR DELAY' TO 114E CON&TRUCTION 5118" ~ ~ I 2al a" a' 0" 2' 0" 13' Oil 10'4" la' a" .. ~ " f7 ~ -----= ---.:; ----- ----- ----- ----- ----- ~ --=-- ~ I '" / I: I , ~ I ! 0 I '" 1/ RAFTER FRAME AREA I: 0 -c;Q I I MINIMUM 2 X 6 ~ PINE ~d .;/'~ c;Q , "'- / I: I GIf<DER / ~ I " " "- -' 1111 lilT III1 ~ II II I II "- / '.'1 1111] V I" I IIII m III II; " / V " II - " - - - - - - - - - - - , " -, - Ii - - - - '" - - - :j V - " - - - - - - - - - - - - - ecleeoR TRueeee . 1! - - 0 - - - - ~ ~ - - - I - - - - - - - _. - -. ~ - - - ALL DROP aOTTOM CORD~ - i - - - TO ae FRAMED IN FIELD - - - ~ .- - - - ~ - - i - - Ii / " - - - - V " - - - - - - / "- ~ - - / ~ - " - /v " - / '" - - - , - ~ I - ~- - / - .1/ II III T II II IT ~I IIII II f 11I1 III. ~ , I , 7~ " I' I GIRDER - I' I - 'I' 'I' r- - I I I I f-- - Q I I " I-- - :,' t,' I-- - -~ I I RAleED ENTRY. I I I-- i- 'II BEAM AT 10'a" II' , , , I l- I' I I ~ I-- \ ill :1' I-- I' , I r- ..------- ---------" i I h- ~1d fa , ; ~ ~ r- I It = .:;..- -.:;..- -.:;.. . , I I -.:;..- -.:;..- -.:;.. :ii III' I-- I I r- : .-- -.-.-.-.-" I - -------. ________ I .-- i- " . - - _, ,I I G.. BLE TRU6& , :' , I ,I : ii I-- I I-- I ,I I I ': I - f-- I " . - - -. 'I , - f-- l ....-- .-.------.... I I - r- r- ..,....- ; - r- : RECE&&E IN CEILING I - f-- I , - . ,,------- --------." Ii f-- - = f-- - 0 f-- - r-- - b . r-- - r- -- r- - r- - :-- - r-- - - - - - - - - - - - - - - mi Ir.[!t GAeLE TRU6& 11' 4" I' 4" 6' 0" 14" III 8" 20' 0" . 5118" &TEE!. PL YCLIP& ROOF TRUee PLAN 1/4" - - 110" NAIL lIJl1'W eo R& NAU t ) ::J" u"oc ~ REFER TO TRU6& ENGINEERING FOR UPlIFT& BEFORE POURING liNTEl.. TO A&eURE PROPER CONNECTION &TRAF& ARE U&ED ....,.. ...J .. . . ARKAY' ENGINI:ERING INC. 6TRUCTURAL ENGIN~6 .. RICHARD 1... KIDDEY P.e. FLORIDA LICEN6E NUM6ER '12~60 I ~ERBY' CERTIFY THAT THE6E PLANe AND &PECIFICATION6 WM PREPARED BY MI! OR UNDER MY DIRECT 6UPERVlelON ARE IN COMPL.IANCe WITH THE FL.ORIDA BUILDING CODE 2001 FOR 110 MPl-l (3 6ECONP OO6T) WIND ZONI!-~ MPl-l I'A&TE6T &PEED PLYWOOD NAIL. PATTERN (ROOF) PI.. YWOOO NAILED A& &HaWN 1& DE&IGNEO TO WIn4 &TANO MAXIMUM WINO LOAD RATING Oft 130 MP~ Jl -1:::--11 ,'.'I~ i ;'~'fiiiij~l ..\'.l~~~ .1 l'~!~" L-..::::l- o ~ en o z U ~ ~ ~~lI)~~ cncC&t&t ~~~~:;:l -cocc><U ffjoooLfO:: CcnQ! ~ ~~~B~ ~:c .. C'f (,) ~cn~~~ --:iuC'f...J ~~~~~ Z~ccll)Z ~~c:~ (,) - fE ~ o ~ i~~~ d~1 ~ dB:J ~I ~d~ It; r \il- ~ 3, Z"" - w~' ~u! >- ~ "=SIL ~. H~f G! Q _ <:( _ V. d)~u.-J ::j '0 ud ~ I i .. ~ l!! 6 ~ <I 0 ~ 0 ~ iiS ~ 3 to (l ~ ~ .. >- Ul ~ G! ~ - . .. ~ l!! ~ ~ ~ ~~ - ~ ~' - ~~ ~ z ! i::: ;t ~ ~ ~~~.. ~ ;t~m ~ ~~~ 1 ~ ~~~ U ~ ~ W ~ ~ a if ~~ L.IVING 14ca1 GARAGE 408 INT"V 64 POORC~ 14~ TOTAL 2118 PG 4 OF 6 A~KA y · 73fe,(p ----------------------------------------------- Jr- -----------------------------------------------Jr- I ,: I ,I I :1 :1 I I I I: PflUI WI~1I I :1 1f :1 I I ,: I I' I' I , Ii I :1 I,' H I I, I Ii I I , \ I: , " I D IOX1OX1 I~ CFI1 I' II' I' I' II' I' , , II' I' , , , , II', I' 'I' , , I' , , I I 'II I I , I 'II , I , , 'I' I' , , 'I' , , I' II' I I I I , , ......... ,." ATTIC &TAIR& ,. ,,,,' " " r-----------------, I I I I I , I I I , , I AIR HANDLER UNIT : RECE66EO IN CEILING : I ~-----------------~ I . . , :.. i{: : : : : : : : : : : : : : : : : . iI: ,.,.---------------~" 'I ,____, ,I " I I ,I " I I" :' I I ': tt_-~-:-:-:-:~-_~J MECJ4ANICAL PLAN 1/411 - - 11011 MECI1ANICAL CONTRACTOR TO VERIPY AU- DUCT AND UNIT &IZe. THE MECHANICAL DRAlUING& ARE NOT A &TR\.JCTURAl- PART OF DRAWING& AND MAY VARY IN PllaD UJITI-IOUT APPROVAl- FROM ENGINEER OF RECORD MECI-IANICAI.. CONTRACTOR TO PROVIDE A RETURN AIR GRILl.. FOR Au.. ROOMe Tl-lAT I-IAVe A UNBALANCED AIR FLOW PER F.M.C. e>Dl.4 OR UNDER CUT DOORe 2002 NEe 210.8(A)(3) GFCI Outdoor Receotacles 210.11(C)(3) Bathroom Circuits 210.12(B) Arc Fault Circuits 210.52(A)(2) Receptacle Soacina 250.50 Grounding Electrode System 250.52 (A)(3) Concrete Encased Electrode 314.20 Box Depth From Face of Finished Material 406.8(A) Damp Location Receotacles 406.8(B)(1) Wet Location Receotacles 680.71 Protection Hydromassage Bathtub 680.73 Accessibility Hydromassage Bathtub APJ. TV. ~ PH.. ~; PRS WIRI FOR FAN ..~e r" \\ \ , ,..i"i;.~. '.-______ ~ " o. L:J ~ TV. ~ "" ,,.;,.4:c..'K /i" \",;,. /'" /'. \ / \ '\, / ''''- I "'" I , I , I I \ \ \ \ \ ~~' \\ I ~-,- ./ y ....~'. " ! ~ --- - I / / ~. c~ '~~"'" . . '.. , ~"'. , \ I .. J , "'" " . ,. I~'~ ( / ,-- I/"," ~~ ~A PRE WlR! ,., FOR FAN TYPfCAL ELECTRfCAL Rf6ER OIAGRAM , r 2/0 THNN CU FEEPER& 200 AMP METER eacl<ET &INGLE PHA&E eREAI<!:R PANEl.. WITH MAIN c::::J c:::J .4 CU DRIYEN GROUND ROD& 2 EAC.... &'0' APART 'i' CirAi.Y HI".... ~------- tHe CLIlENT UND~eTAND& tHAr tHe DEe'C1N~ CARRIE& NO LIABiLITY IN6URANCla AND tH~I3'ORe AaaREE& TO ~l...P HARMLEe&, IDEMNIFY, AND DefEND DE&IClN~ FROM ALL CLAIM&, LOe&E& AND EXPEN6E& (lNCLUDINCI REAeONAeL.E ATTORNC'l" FEE&) ARI&ING OUT OP OR RE6UL TING FROM Tl-lE! PROJECT. 11-IE DE&IGNER WIll. IN a.ooD FAITH ATTEMPT TO PROVIDE ERROR FREE CON&TRUCTlON DRAWING&, OOT IN 11-IE EVENT ~OR& OCCUR 11-IE DE&IGNER WILL NOT 61 L!A6L.E FOR coaT 01" REF'AIR& OR DaAY TO THE CON&TRUCTION CONCRETB ENCA&ED .UFER' ELECTRODE RifilJlRED PER ART 250-50.. . N.E-C. MU&T aE IN&PECTED PRIOR TO CONCRETE PLACEMENT iPt,H.' , , I I I ~\~ e .t I ~ /~t , ;~;;;? /, , / / I ,I \ I \ , Pl-4. ~ !{ !I' , I / I . I ~J[] ''\ ~- : ~ I I 'I' I I I I 'II , I I I 'II I I I I 'II I I I I 'II I I I I , I I' , , I I'll / \:1: , I , .,~../' III' ~~'" ~: ~I : , I , I I I ef' \ \ \ \ , '\" , " , '" , '" ... "'" ELECTRICAL PLAN 1/411 aECTRICAL. LEGENO G.P.1. 110 V ..l-l C1ROUND FAULT l..Ij) RECEF'T ACU! A.I".1. 110 V ..l-l ARC FAULT ..l-l l..Ij) RECEPTACLE l..Ij) 110 V \UP 110 " + CE'LING FAN tH\ WATERFROOP 'i-V OUTLaT -<?- ~ ~EILING + CEIIJN(i PAN WI LIGHT OR WAU.. CTYP) ~ ~=OR 0 CAN! eAU.. RXTURS d1b 8; OOv ewlTCH $ nov ~ CFM'& eATH FAN L:.::.l aECtRlCAI.. PANS.. ~ eATH FAN ---r I.I<.iHT COHee @ WALL 6CONCE ~ TaEVI&IG>N o ~E<T db IXTIR!O" Del. I"\.QOO ~ PI10NII IN ACC<:>~ANCII WI,.... CHAlDTtiR ..11.<X>3 (2) (1) 01' Tl-l1I FLORIDA ADMlNI6tRATIVB CODIE. ELECtRICAl. PI.UM~ING AND MECHANICAl. &Y&TEM& &I-lAU. ell DE&IGNED &'1" THS RE&PECTlVII CONTRACTOR TO H.E&T AU. APPLICAeUI CODE6. Tl-lB aECtRlCAL, PLUM&ING AND MECHANICAl. 6Y6TEM6 DRAWN HERON ARB ~A&1I UPON A DE61GN ~()VIDEP &'1" TI-lII OWNER TO ADDRE66 HI&lHER REGlUIREMEHT&. AU- aECtRlCAl. OU'T\.&T6 IN ISATI-lR<X>H&. KITCI-IEN. (WITHIN .' FEET OR &lNK6), CiARA<ioIl AND AT EXTERIOR LOCATlON6 &HAU. es WIRED INTO A GROUND FAIJl..T INTERRUPTER "Gf'I" CIRaJ(T ALL aECtRlCAI.. OUTU!'t6 IN &I:OROOM6 . l=IX'NRE& &HAU. Be WIREP INTO AN ~Al.lL T INtERRJP1'Ejq I AFt" CIRCUIT &MOKB DETECTOR& &HAU. ~II PLACIIN EACH ~EPR<X>M AND IN HAU- WAY AREA& ADJACENT TO 6EPROOM AND OTHER WING ARl!A& C1ROUNP WIRII FORM REeAR TO ELECtRICAl. PANe. PER N.I!.C. ~ .~ . ~ ~ c.r1J", @: . , "-.'_'1r'f , I , I I \ \ \ \ \ \ \ \ I \ "----------------- \ \ ~T!lC e~AI~;' ",,' ..... ...."'" ....... ,.-----------------, , I I I I I I , I I , I : AIR I1ANDLER UNIT : RECEe.&eo IN CEILING ,.,.---------------.... " . - - l' ,I 'I I I" 'I , ,,' :1 I I ': I' '"____4 'I ~.._-_-_-_-_-_-_-_4.. 150 AMP &ERVlCe :~ ,i!':,~ , ", ..111\..';;; '\,,11' . , '" .. "'" .. "'" $ ARKAY ENGINEERING INC. &TfCUCTURAL ENGINEER& RICI1ARD L. KIDDEY P.!. FL.ORIOA LICEN&E NUMaER )12~6 I HERay CERTIFY ~AT T~E&E PLAN& AND &PECII=ICATlON& WAe PREPARED 6Y ME OR UNDER MY DIRECT 6UPERV1&ION ARE IN COMPLIANCE WI~ ~a I=LORIDA eUIl..DING CODa 2001 FOR 110 MPI-I (! &ECOND oo&T) WIND ZONE-~ MPI-I FA&TE&T &PfEa:) Jl' "-1.11 i:'i'filiiiiij}l .4a\'. !~~~jl I, ~!!!!':;"" L.......::l'"- o I'- CI) o z ~ (:J ~CI)In{Dm -~N~a cnQ.~In"" fB>-MM~ -r:oe(~CJ fficoe~ffi acne.:: ::i ~~~I:~ I!!:c .. 0 CJ ;~5~~ >-~UJ~:5 ONOint- ~~~~~ CJ - FE ~ o ~ ~ <{ ~ ~ a ~ co ~ 3 (l ~ Ul z ~ ~ - - z ~ 13 ~ ~ U w ~ ~J~ ((IN. · u:~~1 · -g~N~ ~ ~~~..J ~1!l.~1 ;-.. 'tiU- - ~ ~ ~ ~_ ~ 0 I wS I ~u! )- ~ ~-Slt ~.. ~~~""~ f .A :f 0- "'t. _v- ~~u-..J :J oi Uu I ~ ~ F,--------- --------- " m D II IOX6X6 II i I 100 CfM .,.-..-... ! ~ I@ I I I I I I I I ~:~ I I I I I I i D I I I I ,_J._", a D D 6X4X4 I I l2X6X1 so CfM I IOX6X6 I I 100 CFM I~CFM 0 I I ~ I Q L:J D B 0 IOX6X6 100 CfM 2OX2O D R.A.G. D 10XIOX1 [] IOX6X6 ISO CFM 100 CFM CJ &X4X4 ~CFM D "/ ~ /" ,.., .'. .,~ ,--~' <i-' ,'*' - ."" . / , ,$Ie' lit" ;f~'" ~.. F,========= ,,,,",, rn I".:: ~~ "~ ~, '-$~~ '~' '-- ,-- = 11011 '-----------'- ~ ~ tn ~ (l . ~ lO ~ t!! d ~~ ""tf)' '~;J ~ ~;t~! ~ ~ ~ III ~l~ii! ~ ~~~ ~ ~~~ ~ i} E ~:t~~ ~~ LIVING$ 14g, GARAGE 408 IN1f1ilY 64 t=ORC~ 14<a TOTAL 2118 pc=, S OF t& A~KAY .. 73fo~ GENERAL NOTE!: THI& BUIl..P1Na I-lA& eEEN DE&IGNED TO CONFOF<M TO THE FLORIDA BUILDING COOE 2001. ARKAY ENGINEERING INC, A REGI&TERED LICEN&ED, FLORIDA PROFE6&IONAL &TRUCTURAI- ENGINEERING COMPANY, 1-lA& APPLIEO " RA'tIONAl- ANALY&I&" FOR TI4IE &TRUCTURAL DE&IGN OF THI& &TRUCTURE THE eUlLOING ( INCLUDING AU- COMPONENT& AND CLADDING& &HAU- eE DEelGNEO FOR TI-lE FOU-OWING &uPERIMPO&l:D LOAO& FLooR&. LIVE LOAO& - 40 F.e.p. DEAD LOADe - 10 F.e.F. G~E &LAB. LIVE LOAoe - &0 F.e.p. DEAD LOAD& - 10 P.&.F. ROOF. WIND, LIVE LOAO& CTRU&& TOP CORD) - 20 P.&.F. DEAD LOAD& CTRue& TOP CORD) - 10 P.&.F. IS P.&.P. u:I-IEN TILl! RooP IN&TALLl:D LIVE LOAD CTRU6& BOTTOM CORD) - 10 P.&.F. A&&uMl:D TRU&& &EIJI WEIGI-lT ( DEAD LOAD) -, P.&.F. 6UILDtNG 1& DE&IGNED TO CONFORM TO A&CE "~&, CI-lAPTER 6, PER FLORIDA 6UILDING CODe 2001 &ECTION 1606.1.1 WINO DE&IGN A&&UMPTION&. elJlLDING EXPO&URE - B BUILDING IMPORTANCE FACTOR. 1.0 (CATEGORY II) MEAN ROOF I-IEIGI-IT 30' OR LEM HEIGI-lT . EXPO&uRE ADJ.l&TMENT& COEFFICIENT. 1.0 !:NCLOeEC> BUILDING INTERNAL PRE6&URe COEFFICIENT. + I - 0.1& &Ee WiNO &PEED INFORMATION &TATEC> ON PLAN& TYPE' CONeTRUCTION 8011. BEARING. COMPACTION: THEeE PLAN& WERe DRAWNBA&EC> UPON AN ALLOlUAeLe &011- eEARING CAPACITY OF 2000 P.&.P.( MINIMUM) THE CONTRACTOR/PROPERTY OWNER 1& RE&PON&laLE FOR VERIFYING THAT THE &oIL ON THE &ITE IS PROPERLY PREPAREC> AND COMPACTED &UCI-I THAT IT CAN &UPPORT A 2000 F.e.F. FOUNDATION LOADING ARKAY ENGINEERING INC. A REGI&TERED UCEN&ED FLORIDA PROFE&aIONAL &TRUCTURAL ENGINEERING COMPANY' DE&IGNEC> THE&E FOUNDATION& WITHOUT VI&ITING THe CON&TRUCTtON &ITE NOR PERFORMING ANY &oIL TE&TING ARKAY ENGINEERING INC eMALL NOT eE RE&PoN&laLE FOR THE &ITE &oIL ABILITY TO &UPPORT THE BUILDING LOAD& FOUNDATION . aLAe - ON- GRADE NOTee : BUILDING &ITe eMALL ae 6CRAPED TO REMOVE ALL ORGANIC MATERIAL&,. ANY ADOITIONAI- FlU- PLACED ON Tl-le 6UILDING PAD AREA, &I-lALL eE COMPACTED &UC14 THAT IT CAN ADEGlUATELY' &UPPORT A 2000 p.e.F. FOUNDATION LOADING. &LAa eMALL aE PLACE OVER A 6 MIl- VAPOR aARRIER ON Ct..EAN ADEQUATE1.Y COMPACTEC> AND TERMITE POI&oNEC> &oIl- CONCRETE UTILllEO IN THe FOUNDATION AND &!..Aa& eMAU- I-lAVE A MINIMUM 2& DAY COMPRE&&IVE &TRENGTI4 0fI2~ P.&.P. REINFORCING &TEEl- eMALL eE GRADE 40 MINIMUM AND IDENTIFIEC> IN ACCORDANCE WITH A&TM A -61&. LAP &PLICE&, WI-lERE REGlUIRED &I-lAU- eE A MINIMUM OF 2&" FOR t5 REaAR , 30" FOR '6 REaAR . ~&" FOR ., REaAR PLAN& ARE ENGINEEREC> FOR A MAXIMUM &TEMWALL I-IEIGI-IT OF 4 COUR&E& ( AFTER FINAL &ITE GRADING) T14E CONTRACTOR OR BUILDING OWNER &!-lALL DETERMINe T14E EXACT &TEMWAU- I-IEIGI-IT eA&1! UPON &ITE CONDITION& PRIOR TO POURING THE! FOUNDATION ANO CONTACT ARKAY a-IGINEERING llJI-lEN MORE ~AN 4 COUR&E! ARE! REQUIRED A FOUNDATION &uRVEY &I-lAU- ee PERFORMer:> AND A COpy OP 114e &..IRVEY &I-lALJ. aE ON &ITE FOR THE! BUILDING IN&PEC'1'OR& ueE! , OR AU- PROPERTY MARKER& &1-lAW- eE EXPO&ED AND A &TRING &TRECTED FROM MARKER TO MARKER TO VERFIY REQUIRED &ET aACK& MA60NRY WAu.a: CONCRETE MA&oNRY UNIT eMAU- eE I4OLLOW UNIT MA&oNRY IN ACCORDANce WITI4 A&TM c-go AND &I-IAU- I-lAVE! MINIMUM II'M OF 1~ P.&.I. MORTAR &I-lALL CONFORM TO A&'1'MC .210 AND &1-lAU. aE EITHER TYPE! M OR & REINFORCING &TEEL eMALL aE ~RADe 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITI4 A&TMA-6I~. LAP &PLlCe& WI-IERE REQUIREC> eMAW- eE A MINIMUM 011 2&" FOR t5 REaAR 30" FOR '6 REaAR AND ~' FOR ., REaAR. GROU'1' FOR THE POUREC> cau AND LINTa& &HAU- I-lAVE A MAXIMUM COUR&E AGGREGATE! &llE OP 3/&" PLACer:> A'1' S TO IIINCI4 &LUMP AND I-IAve A MINIMUM 2& DAY COMPRE6&lve &TRENGTH OF 2000 P.&.I. ( WHEN TE&TED PER A&TM c-I019 ) PROVIDE CLEAN OU'1' OPENING& ( 12 &Q. IN. ) IN Ca.L.& CONTAINING &PI-ICEC> REINFORCEMEN'1'. WHEN THE GROUT POUR EXCEED& ! FeET IN HEIGHT ROOFING . FL.Aa~INGa: ROOFING &Y&TEM AND FLA&I-IING A& &'1'ATED IN PLAN& MU&T CONFORM TO CI-lAPTER I! OF THE FLORIDA elJlLDING COOE 2001. FL.A*IING &PECIFIC &ECTION 1&0'.3.9 CONTRACTOR OR OWNER MU&T PROYIOE WITH PLAN& &PECIFIC PRODUCT INFORMATION DETAII-ING IN&TAu..ATION OP PRODUCT TO MEET WIND DE&IGN& OP TI-II& &ET OP DRAWING&. TIMBER MATERIAL6: ALl- TIMaER& MA TERIAL& &I-lAL.L aE A& FOI..LOUJ&. LYL. eEAM& &I-lALL ae (I.<al!) MCALLI&TER LVL MAtERIAL& MANUFACTUREC> ey TRU&& JOl&T MACMILLAN ( OR EQUAU LUMaER UTILIZED IN eonoM PLATE. TOP PLATE& poeT, &TUD& PACK& AND eEAM& eMAU- eE t2 YEUOW PINe (OR eETTER) EXTERIOR AND INTERIOR LOAD eEARING &TUO& &1-lAL.1. ae t2 &PRUCE ( OR aElTER) AU- OTHER &TUD& &I-IALJ. eE! "&TUD GRADE" &PRUCE &PACE 16" OC. ALJ. &PI-ICE& AT TOP PLATE! MJ&T eE! MINIMUM 4'0" AND NAILEC> 4" OC WITI4 120 COMMON NAIL& P&I- POST eMAU- ee O.&I!) PARALLAM P&1. MATERIAL& MANUFAC~E& ey TRU&&JOI&T MACMILLAN (OR EQUAU. aEE PoeT &UPPORT '1'AeI-E FOR LOAO vALUE&. EXTERIOR WALL& &!-lAU- ee CON&TRUCTEC> WITH In" PLYWOOD OR 1116" o.&.e. ( 2-M.W RATING) NAILEC> WITJ.l &0 NAII-& &PACe AT 3" OC AI-ONG AU- I-IORIZONTAI- JOINT! AND EDGE&, 6" OC ALONG AU. VERTICAl. JOINT& AND EDGe& AND 12' OC ALONG AU- INTERMEDIATE &TUD& AT OPENING& "0" WIDE! OR LARGER &TRAP I-lEADER eEAM TO THe HEAD~ &nlD& wiTH (2) U&p OR &IMP&oN L&TA24 &TRAP TiE! AT EACH END OP I-lEADER eEAM. ANCI-IOR I3OTTOM OP I4EADER &TUD& TO FOUNDATION WITI-l U&P OR &IMP&oN I-ITT16 '1'EN&ION TIE. INTERIOR &TUD WALL& TO ee OP 2 X 4 t2 &PR\.JCe OR eETTER WITI-l &INGLS 2 X 4 P.T. PINE BOrrOM PLATe AND &INGLE 2 X 4 t2 &PRUCe TOP PLATE! WITH &TUD& &PACEt> MAXIMUM 24" OC. WALL& TO I-lAve 1/2" GYP&UM eoARD EAC~ &IDE, WITH WALL& AT GARAGe TO I-lAve MINIMUM R-I1IN&uLATlON ANCI-IOR WOOD &I4EAR WALL& &EGMENT! TO FOUNDATION WITI-l &IMP&oN LTT20B TEN&ION '1'1E! AT EAC~ END OF WALJ. &EGMENT& AND AT ANY WAI-L &EGMENT INTER&ECTION (elJILDING CORNER&) AU- PlUMaING, IaECTRICAI- AND MECI-lANICAI- ROUGH IN& I'1.I&T ee COMPLETE, IN&PECTED AND APPROVED PRIOR TO REGUE&TING THE FRAMING IN&PECTION. IF DE&IRED, EQUIVAJ..ENT CONNECTOR& MADE ey ANOTHER &UPPI-'ER MAY ee ueED IN PLACE OP T14t! uep OR &IMP&oN CONNEC'1'OR& &I-IOWN TI-lE Cl.IENT UNOER&TANo& THAT TI-lE DE&IGNER CARRIE& NO LIAaILI1'T' IN&l.lRANCE AND 111EREfOR! AGREE& TO ~I.O HARMLE6&, IOEMNIFY', AND DIEFENO DE6/GNER FROM AU. CLAIM&, LO&e.E& AND EXPEN&E& (INCLUDING REAeONABl.E ATTORNEY Fe&) ARI&ING OUT OF OR REeut.TING FROM TI4& PROJECT. TI-lI! DE&IGNER WILL IN GOOD FAITl-l ATTEMPT TO FROVIDE ERROR FREE! CON&TRUCTION DRAWING&, 6UT IN TI-lE EVENT ERROR& OCCUR T\.lE! DE&IGNER WILL NOT a& 1.IAeLE FOR coeT OF REPAIR& OR DELAY' TO 11-IE CON&TRUCTION 6011. TERMITE ~EATMENT: INITIAL. &oIL POI&oNING TREATMENT eMALI. Be DONe APTER AU. EXCAVATION eACKFlLJ.ING . COMPACTING ARe COMPLETE (PER Fee 1&'..I.U ANY 0011. DI&~ED APTEFt 1llI! INITIAl. TReATMENT &HALl. ee ~E! TREATED ( INC1..UOING ANY eoXEC> OR FORMEC> ARI!A&) (PER Fee 1&161.2.) eoxeo AREA& IN T14E! CONCRBTE &LAe FOR IN&TAu..ATION 0fI TRAP& &I.fAU. eE MADE WITW PERMAHENT MBTAl. OR PLA&TIC FORM&. PERMAMENT FORM& MU&T eE 0fI AN ADEQUATE &IIE . DEPTW TO ELlMINATt! ANY OI&TUReANCE Of!1llI! 0011. AFTER 1llI! INITIAL TREATMENT (PER Fee IS'..I.3) GARAGE OOOR TO BE REINFORCED TO MEET WIND LOAO AND COMPREeelON RATING6 FOR YOUR JOe LOCATION, A MINIMUM 6 MILJ. VAPOR eAARIER MU&T as IN&TALl-EO TO P~OTECT AGAIN&T RAINFAU. OILUTlON IP RAINFALJ. ~& eEFORI! VAPOR B~IER PLACEMENT, RI! TREATMENT &I.fAU. el! REQUlr&:O (PER Fee 1&"'.1.4) AU. eulLDlNarS ARe REGlUlR!t> TO WAVI! A PRI! CON&TRUCTlON '1'ERMITI! TREATMENT (pER F6C1&I6>.I:V AFTER AU. WORK 1& COMPLETI ANY LOO&! WOOD ANI:) FlU- MJeT BE! RS10YED FROM eaow ANt) WlT~ IN 12" 0fI TI-lS euILDING. THI& eMAU. INCUlDE AU. GRAD! &TAKE& 1'\.le TRAP BOxee, FORMe, eMORlNG AJoD ANY OT\-IER CEU.Ul.oee CONTAINING MATERIAL& (PER Fee 2303.1.3) NO WOOD VEGETATION. &TUMP&, CARDBOARD, TRA&l-l. ETC, &I.fAU. ae auRlEC> WITHIN ~' 0" Of! ANY' eulLDING OR PROPO&ED alJfLDING (PER Fee 23031.4) ANY CONCRETe OVER POlJjq MORTAR OR &TUCCO MATERIAL& ALONG TI4E FOUNDATION PERIMETER MU&T ee ~EMOVED PRIOR TO E><TERIOR &011. TREATMENT (PER Fee I&"'.I.~) EXTERIOR &oIL TREATMENT MU&T ae APPLIED UNDER AU. EXTERIOR CONCRETE OR GRADE WITHIN 12' Of! THE! &TRlJCTURE &lDI! WAU.& (PER Fee ISI..I.') AN EXTERIOR VERTICAl. CI4EMICAL eARRIER &!-lAW- Bt! IN&T ALLEI:> AFTER CON&TRUCTION 1& COMP1.!Te ( INCL.UOING LAN06CAPING AND IRRIGATION> ANY eorL DI&'T\IReEr:> AFTER THE! VERTICAL D~IER 1& APPLIr:t), eMAU- DE ~Tr:t) (PER Fee 1&1..1..) IRRIGATION I &PR1NKLER &Y'&TEM& INCLUOtNG AU. RI&ER& ANO &PRAY' WEAD& eMAU. NOT ee IN&T AU.ED WITH 12" 0fI THE! eulLDING 6IDEUJALL& (PER Fee 1&03.4.4) (:ONoENeATE AND ROOF DOUJH &POUTe DI6CI-lARGt! AT LEA&T 12" AWAY FROM THE eulLDING 61De WALL& (PER Fee ~).4.4) THe DI&TANCe FROM THE EXTERIOR WALL COVERING (E><CEPTION&. PAINT ANO OECORATIVI! CEMENTITIOU& FINI~ LEM THAN 'IS' THICK ADI-lEREC> DIREC'1'LY ONTO THE FOUNDATION UJAl..L) ANO FlNAL.EARTJ.l GRAOE eMAU. NOT Be LEM THAN 6" TO AU.OUJ FOR IN&PECTION FOR PJTURe TERMITE INFE&TATION& (PER Fee 1403.1.6) A" CERTIFICATE 0fI COMPliANCE" eMAU. eE Ie&uED TO TI4E elJILDING DEPARTMENT eY' A UCENeED PE&T CON TRot. COMPANY eEFORE A" CERTIFICATE 0fI OCCUPANCY WlLJ. ae I&&ua:>. THE CERTIFICATE eMAU- &TATe. (PER Fee 1&1&.1.'1> Ii) ATTAC~ MINIMUM 3/411 P.T. BUCK 6TRIP T~A T 16 T~e MINIMUM WIOT~ OF DOOR FAAME lJelNG .Oca1 X I l\.&- T- NAIL& MAXIMUM 10- OC. CEILING RAFTER / ALL. TRACK AND ~ARDWARE &ECUREP P!R MANUFACTURE &PECIFICATION6 TO MEET WIND LOAO ANO COMPRE&&ION RATING6 FOR YOUR JOB LOCATION CAULK OOOR FAAME PER YOUR MANUFACTURE& RECOMMENDATION6 Ii) Ii) If) If) Ii) MINIMUM 2 X e P.T. &IDE AND TOP PLATE ATTAC~ED TO SLOCK WALl- U&1N<:i 1/2- X e' . ANCl-IOR BOL T6 OR &/e' >< l' E><PANeION . BOL.T6 4 EAC~ 6/DI: AND TOP 2411 OC GA~AGE POO~ A TT AC~MENT PET AIL. 1 T14E alJlLDING I-lA& RECEIVED A COMPLETe TREATMENT FaR TI4E F'REvENTION Of! &JeTERRANEAN TERMITE&. THE TREATMENT 1& INACCORDANCI! WITH THE R\.lI..E& AND LAW& 011 THE FLORIOA DEPARTMENT OP AGRJCUL. TURE ANI:) CONeuMER& &ERVICE& A PERMAHENT &IGN TI-lAT IDENTlFle& THE TERMITe TREATMENT PROVIDER AND NEED FOR RI! IN&PECTlON ANO TREATMENT CONTRACT RENSUJAL 6I-lAU- 51! PROYIOEr:>. THE! &IGN 6l-lAU. al! PO&TED NeAR THI! WATER I4EATER OR ELECTRICAl. PANEL (PER Fee 104.2.6) TRU6ee6: IP THE CONTRACTOR , TRU&& MANUFACTURE OR ANY OTHeR DE&IGN PROFEMIONA!. REVI&!! THE! TRUM &Y&TEM LAYOUT FROM THO&e &l4OlUN ON THE&I! PL.AN6 A~KAY I5NGINEERING, IN<; 1& REaUlRED TO REVIEW AU. FINAl. CON&TRlJCTlON DOCUMENT& FOR COMPUANCB Wln.4 T14E DE&IGN INTENT PRIOR TO COMM!:NCEMENT 0fI THI! PROJECT EXTERIOR WINOOW& . OOOR6. AW- EXTERIOR WINDO\Ll& . GlAM DOOR& OR ENTRANCe DOOR &I-/AU.. ee TE&TED IN ACCORDANCE WlT14 AN6VAMMAINu.woA 1OV1&2 &TANDARD AND BEAR AN AMMA OR WDMA L.AeeL IDENTIFY'ING THI! MANUFACTURB PERFORMANCE CI-lARACTERI&TIC& AND APPROVED PRODUCT Te&TING ENTITY ALL I'1.LLION& AND AOJACENT DOOR/WINDOUI A&eEMaLlE& eMAU- ee TE&T OR ENGINEERED TO TRAN&fER 1.& TIME& THE DE&IGN LOAD& TO THE R~ OPENING &ue&TRATE IN&TAU. AU. WINDOW& AND DOOR A&&EMaLIE& PER TI4E MANUFACTURe ANCHORING RECOMMENOATIONe TO ACI-IIEYE THE DE&IGN PR~j:& &PECIFIE:O ELECTRICAL1 PLUM61NG1 . MEC~ANICAL. IN ACCOROANCe WITJ.l Cl4APTER 4'1.00) (2) (U 0fI THe FLORIDA ADMINI&TRATIVE CODe. ELECTRICAl. Pl-UM5ING AND MEC~NICAl. &Y'&TEMe eMAU- 5E DE&IGNEC> 8'1" THe RESPECTive CONTRACTOR TO M.EET AU. APPI-ICABLE COOE&. THI! ELECTRICAL. PLUHaING AND MECI-lANICAl. eY'&TEM& DRAWN 1-lER0N ARt! eAtE UPON A DE&IGN PROVIDED eY' TI4E OWNER TO ADORE&& l-llM1ER REGlIJIREMENT&. AU. ELECTRICAl. 0UTLET6 IN eATI4ROOM&, KlTa-lEN. <'WITJ.lJN 6' FEST OR &INK&), GARAGE ANO AT EXTERIOR LOCATION& &HALt. 5e WIRED INTO A GRO\JNO FAULT INTERRUPTER "GFt" CIRClJtT AU. ELECTRICAL OUTL.l!Te IN BEC>RooM& . FlXTURE& &I-lAU- ee WIREC> INTO AN ARc-flAUI. T INTERJQUPTER 'AFI" CiRCUIT &MOKE DETECTOR& eMAU. 5E PLACI! IN I!ACl-f BEDROOM AND IN I-IAU- llJA Y AREA& ADJACENT TO eEOROOH AND OT\-IER LIVING AREA& 6AFETY GLAZING. THE FOU-OWING &I-/AU.. el! CONeIDl:REt> &PECIFIC I-IAZAROOU& LOCATION FOR THE PURPO&e OP Gt..A%ING (1) GLAZING IN &WING DOOR&, FIXED AND &l..IDING PANeL 0fI &l..IOING DOOR& A&&EMaLIE& (2) GLAZING IN DOOR& AND !:NCLO&uRE& FOR HOT TUe&, WI-lIRLPOOL&, 6AUNA&, &TI!AH ROOM&, 5ATHTUa& AND eMOWER&. GLAZING IN ANY PORTION OF A elI1LDING WALL ENCLo&lNG THe&E! COMPARTMENT& Wl-IERE THI! I3OTTOM EDGI! 0fI THE Gt..A%ING 1& l..E&& THAN 60" ABOVE TI-lI! DRAIN INLST (3) GLAZING IN INDIVIDUAL FIXED OR OP!RAeLS PANEl. ADJACENT A DOOR W14ERe THE NEARE&T VERTICAL EDGE! 1& WITHIN A 24" RADP.J& OP THE! DOOR IN A CL06EP PO&lTION AND UJI4O&!! aoTTOM EDGE 1& l..E&& THAN 60" AeOYE THE FINI~ FLOOR OR WALKING &uRPACe (4) GlAZING IN AN INDIVIDUAL FIXED OR OPERAat.E PANEL OTl4ER THAN THO&E LOCATION& OE6CRlaED IN ITEM& (2) ANO (3) ABOVE. THAT MEI!T& ALL 011 THE FaLLOWING (AJ EXPO&Er:> AREA 0fI AN INDIVIDUAL PANe GREATER THAN 9 6Gl. fIT. (e) eoTTOM EDGe LE&& n.lAN IS" AI3OVE! T14t! FLOOR (C) TOP EDGE GReATER THAN ,.' Aeove THE FLOOR (D) ONe OR MORE WALKING &URPACE& WITHIN,." I-lORIZONTAU.Y 0fI THE PLANe 0fI THI! GLAZING PRAPTeTOPPING. IN &INGLE FAMILY DWEUING&, DRAFT&TOPPING& eMAU- aE PROVIDED (PARALLEl. TO THE MAIN FRAMING MEMaER&) IN FLOOR I CEILING A&&EMaLlE& &EPARATING uel!Aal..e &PACE&. DRAPT&TOPPING eMAU- ee CON&TRUCTED &UCH TI-lAT THE FLOOR I CElUNa A&&I!H6U!Y 1& eROKEN UP INTO TWO OR MORE APPROXIMATED ARSAe WITW NO AR!A GReATER THAN &00 &a.PT. ATTie ACCE6&: ATTIC &PACE& eMALJ. aE PROVIDEC> WIT~ AN INTERIOR ACCE&& OPENING NOT LE&& THAN 22"X36". ACCE&& OPENING el-lAU.. aE ACCE&6laLE ANO PROVOE WITH A LID OR DSYlce THAT 1& EA&II-Y REMOVED OR OPENEC>. IIJl.lEN MECI-lANlCAl. EGlUIPMENT 1& IN&TAU.a:> IN THe ATTIC, IT eMAU- eE IN&TALLEI:> IN ~DANCI! WITH MEC~NICAl. COOE. ACCE&& 1& NOT REGUIREC> WHEN THE CLEAR I-lEJCP.lT OP THe ATTIC &PACE, MEA&uREO AT THE ROOF PEAK 1& LE&& THAN 24'. 6ECU~ING P~EHUNG TO euCK &T~IP6 PER YOUR MANUFACTURE6 IN&TRUCTION& TO MEET WINO LOADe AND COMPRE6610N6 RATING8 FOR YOUR J06 LOCATION. AL.L. ANC~R 6CREW6 MU&T PENETRATe BLOCK WAL.L A MINIMUM OF I 1/4" AND TI-IERE e~ALl- BE A MAXIMUM 1/4" aPACe BETWEEN BUCK ANO DOOR JAMB DO DO / BLOCK DOO~ A.rTAC~MENT DETAIL. ATTAC~ MINIMUM 314' P.T. BUCK eTRIP T~AT 16 T~e MINIMUM WIDTI-I OF YOUR WINDOW FRAME U&ING ,oca1 >< I 3/&- T- NAIL& MAXIMUM 1011 oc 6ECURING WINOOW TO BUCK 6TRIP6 PER YOUR MANUPACTURE& IN6TRUCTION TO MEET WIND LOAD AND COMPREeelON RA TINGe FOR YOUR JOB LOCATION, AU.. ANCI-fOR ecREW& MU6T PENETRATe 6LOCK WALl- A MINIMUM OF I 1/4- ANO T~ERI: ~L.L BE A MA><IMUM 1/4- &PACE 6ETWEEN 6UCK AND WINDOW FAAME CAULKED WINDOW PER YOUR WINDOW MANUFACTURE6 ePECIFIC RECOMMENDATION6 TO MEET WIND LOAr.:> AND COMPREe610N RA TING6 FOR YOUR JOB LOCATION / BL.OCK WINDOW ATTACf.4MENT DETAIL. V~I &ETSACK TO AU-OW FaR 'VS' LATW&'I1JCCO In' (1&/32") PI.. YWOG>D 6HEA TI-IING CTYP) OR 1116" 0&8 &I4!ATWINa FA&TENEr:> WI&P NAILe . s' OC MAX. ATTACH WINOO\lJ . DOOR FRAMS TO ARC~ FRAMING wtTJ.l t10 6CREW6 &PACer:> PER MANUPACTlJRe 31041 eucK&TRIP& ATTACI4ED TO FRAMING MU&T EXTEND eEYONO WINOOW FRAME TO PROVIDE! FULL euPPORT 2 X S P.T. ( RIPPer:> A& REG'D) I41!ADER MAY 51! ATTACHEr:> TO aLOCK WI &/&' EXPAN&ION OR EPOXY-6ET ANCl-lOR& . MAX s' FROM END AT 321 OC MAXIM.lM BE!T\.I.lEEN, EGlUALI-Y &PACer:> AND &TAOOERED IN I-IEU OF "TAPCON'ANCHOR& NOTE' IP 6PACE . CENTER OP ARCH 1& 04 V2' OR LEM DEl.1:TS 2 X S, PROVIDE &oLIO BLOCKING TO MA60NRY aEAM ABOVI! Del. 2 x S. CENTER OF ARC~ (RIPPED A& REa'o) ATTACH eACH WI&IMPooN '1-14 CUP&, TWO . E!ACl4 END :I I I I ~------------------- I 2 X 4 aLOCKINa ALONG EEXiIl PP ARCH OPENING &PACED HINIM.lM el (MAXIMUM 10' O.C.) 2 X & P.T. ( RIPPED A& REG'D) ATTACI4ED TO BLOCK W/2 - 3/16" "TAPCON&" . I!ACH END AND AT 6" O.C. MAXIM.IM el!11lJEEH. eauAU..Y &PACer:> AND &TAGGEREO ( MINI I V41 PENElRATION INTO eLOCK) MA60NPlY ItJ..Oel< \12' X 4" BICK&TRIP AI-ONG ARCH OPENING ARCI4 WINDOW FILL. - IN - DETAIL ARl<.AY' ENGINEERING INC. &TRUCTURAL ENGINEERe RICI4ARD 1.. KIDDEY P.!. FLORIDA I-ICEN&E! NUMaER '12~6 IHERey CERTIFY THAT THE&E PLAN& AND &PECII::ICATION& WA& PREPARED ey ME OR UNDER MY DIRECT 6UPERVI&ION ARE IN COMPLIANCE I.I)ITI4 TJ.IE FLORIDA elJlJ.,DING CODe 2001 FaR 110 MPI4 () &ECOND GO&T) WIND 10NE.C!O MP~ FA&TE&T apt:!:D J I~ .'.--i.ll JiI;iiiiii\l -f~ll!] o I"- en o z ~ ~ u "'" en ZCI)lI)(D: ~~~~~ ~~~~~ -CQc()(O lfiooQ~ffi ccni2 :E ~~~~~ ~:J: .. 0 0 c(cn~~~ ~:ii3N~ ~~~~~ ~~~~ffi 0::.... 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