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Home My WebLink AboutBIN B-1 PERMIT 2703 112" CDX OR 1/16" Oe.S ROOF e.f.lEA THING NAILED 6" OC ON ALL EDGE& AND IN THE FIELD WITH ~D NAILe, ueE eTm PI.. YCLlP& AND tIS FELT WlTI-f eHINGL.Ee, RIDGE VENT Ae REQUIRED 2><4 OR 2X6 WOOD eus WITH J ALUMINUM 60FFIT AND FACefA TRIM U6E (f) elMP60N HETA20 TRU66 eTRAP POURED IN LINTEL AT AL.l- TRUea BEARING L.OCA "'ON& EXCEPT Ae NOTeo ON TRue.e PLAN. FILl. ALL NAILe I-lOLEe WITI-f IOD X f 112" NAIL& MIN R-22 INeuLA TION IN ALL ATTIC AREAe 112" CEfLING TYFE c;,YFe.uH BOARD eee LINTEL CHART elNG,LE BOND BEAM WITI-f (I) ,t5 REBAR CONTINuoue TIED TO ALL VERTICAl- RODe AlUMN &.H. WINDOUle MA&ONRY &ILl& 3/4" P.T. FURING WITH 3/4" TUFF R IN&ULA TION 60ARD AND 112" cr.YP&UM ~" BL.OCK WALl a'o" IN HEIGHT DECORATIVE CEMENTIToue FINI&H TYFICA!.. 4" CONCReTE &LAs WITH WIRE ME&H OR FIBER ME&H AND 6 MILL yl&QUEEN OVER CLEAN COt'1PACT TERMITE TREATED 60IL {6 X 1211 FOOTINc;,& WITH (2) tS REBAR ON CHAIR& cr.ROUND WIRE TO FOOTING Rt:aAR ts VERTICAL RODe FROM FOOTINGe TO eoND BEAM WITH 2411 LAP MINIMUM BOTTOM OF FOUNDA lION MINIMUM 1211 eELOW c;,RADE 8' 0" 6l0CK WAL.L DETAIL NOT TO eCAL.E IT WILL SE THE ~E~PONeI6ILITY OF THE CONTRACTOR fOWNER TO F~OVIDE DOCUMENT6 eOOWING T~A TALL WINDOWe AND DOORe ON THI6 epECIFIC J06 MEeT THE DEerGN FREe~U~E6 eTATED ON PLANe. WIND DE81GN F~Ee8URE ecJ1EDULE OFENING Foe/TlvE NEGATIVE (A) · 20.80 -21,20 (6) . 20.80 -21,20 (C) . 20.61 -22.41 (0) 18.eo -22,60 a:) 20.80 -22.60 (F) 21.20 -23.00 (G) 21,20 -21. ~6 (f..J) 21.aO -2~. to (I) 21.80 -2<d.10 (J) 20.61 -26.~4 (K) 21.80 -2<3.10 (L) 1~.<33 -21.13 (M) I~. <33 -2&.43 (N) 21.20 -23.00 . MUL TIFLE WINDOW O~ DOOR UNIT I I Q o N o ~ l\) -~ ~ r<) "t .~ AlL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINA1~CES ~ i-- i-- ,...-.. f- 7- - f- - - - f- f- i- f- i- f- f- i- i- . f- f- i- f- f- ~ f- 111 (}! ~ b1 ~ ~ 2414" 410" II' 4" o -~ o (0 (M) 6'011 X 6'all 5.Gr.D. Sol 0" 2' 0" 1&10" NO UNTS- AT 1'1-11& A~EA. ~ GIRDER A60YE CEILING TO &uPPO~T AU. ROOF& i"~ (W ~~ 6'011 X 6'all e.Gr.D. ~ ~TTl~ 11.1 (J) 3& ~H ~ -.1111 \ II-II. I IIII 111-" 1312" ==~ !n MA$TER 6ED F\..AT CEILING& ::: II A II FLA T CEIIJNG& t: '" /~ I rl t= /"-'" OU ~I A t:: tll.ED eJ-lOWFiR h V \ _ [)(II IIII1 I,. r ~ tJi-11 Ilftlll.1 I' ~.(Ii,. :! (( GARD!:N TUB =:~ ~ II! 14" 5L 3101'X6'~1I 1411 6L'1r\ = ~ A~ t: Q / I: (6) :1 - --- I- II II r- I- - I ENTRY \ ~ ~ "t i:l----------u--u-- r!i el 2" 33 8H TEMP ~ - \ I' E eEl! COI.UI1N DETAIL I'OR = 12 EY e~ow EN.RY &LAB 4" 6EAM &TRAPPINa. DITAU --" f- (A) ........ 6EJ..OUlI-lOU&1! -"~ :.- Del. 2 >< 12 '2 PIl\! ="" l=iI'~:6H I=LOOR r- . wtTH ON!! LAYER In" P Y 16" >< 16" 6\.0CI<. CO\.UMN& r= WOOD IN CENTER . a'a" UlITH 12" WOOD 6EAM I- AT TOP ;:: f-- t= f-- t: t: f- t: f-- f-- ~~~ l- I- f-- f-- ~ = - - - - - - - - r- :.- - - ,.:!~. 2' ~" PKT DR ~ (] - - - - . - - - - - - - - - :.- ~--------IJ I I I I I ~ lJ.. & N) ~ ~ I.. _ -7) >'I!l> CAS BATH 41 ell " 4" f1 E V! ~\I\Jf:. [) . JAN 2 ? 2004 ~&r Oilice Copy Finish floor height shall be minimum 88.09 per approved site plan ,---I' i I I ~ I l:t I I !II ~___l 0 ~~== WAU. . TO' A.II.I'. UIllli PLANt &I-a.F IS' 011 NOOK Y oAUL TED CEILING& THE CLIENT UNDER&TAND& THAT THE DE&IGNER CA~~'E& NO J.IA6IUTY IN&URANCE AND THEREFORE AG~~& TO HOLD HA~Ml..Ee6, IDEMNIFY, AND DEFEND DEelGNER FROM AU.. CLAIM&, LO&6l:& AND expEN6E& (INCLUDING REAeoONA6\.E ATTO~NEY FEE&) A~Ie.INa. OUT OF OR REeut..TING FROM THE P~OJE:CT. 1'I-IE DEe.IGNER WIIJ. IN CirOOD FAITH ATTEMPT TO P~OVIDE ERRO~ FREE CON&TRUCTION ORAUJING&, elJr IN THE EVENT ER~ORe OCCUR THE DEe.IGNER WILl- NOT eE J.IA6LE I'OR COe.T 01" ~EPAI~e O~ DaAY TO THE CONeT~UCTlON o ~ ~i ~~ ~S / B LIViNG RM VAUl..tEO CEILING6 21 e" 214" ~ ,. 1 1 5- o 0 N f<'\ F DINING RM vAUL tEO CEILING& LINEN 11 1&" -, 'rr ((1,) MP ~s 5H EGRE 55 ( II TII II 1111111ri1 ii'l/ 1\1- c=J 0 '~ /-\1&1 101 101 10" :: v -:::. - - - - - -..:.. - - - - - - - 2' 0" 1&1 e" i-""''''.... SIt1PSt.'tJ ht.:lT~G~11 1~!) I~~ lle lfjf.) o A ~~ d HOeE (H) v BI6 N , I 32/2 eH T I' 1..1 I TI : /~2' ~" '"'f!'I I I : ~ ~~ ~ ~~ 6AT~ FLAT CEILING& A KITCHEN Y AULTED CEILING& i <n r<) 2' lO" M --ti O"t ~ N '-n 21 e" 1- ~ i L (] ~'I;" ~~ 1 D ~ ~S ~ ~ ~D~ ,1111:. ~ f.!! l- I-- I-- - I- - 2' 4" - ~ ~ 34 eH TEMP It I EYEeROW 0 (C) "in ;' 0" 1141 1&1 e" 114 2310" eel 0" FLOOR PLAN eot.lO CO~I! e' 8" o <n o ~ '.11 201 e" 101 e" "--../ 0) t1I!P CAS ~ N ~ i :J ~ - - - I-- I-- I-- I-- I-- . ~ @ ~~ ri I-- 0 t:: !!l I-- I-- I-- I-- I-- I-- I-- I-- l- t- I-- r- I-- i- f- l- I-- 1-' I-- I-- I-- I-- I-- I-- r-- I-- I-- ~ HoeE I-- BI6 I 4.114 ,/' 410" an SED *3 FLAT CEIUNG& r<) ~ N 2; 4,,11- I ',.) I J' I U1 I 0 i:> " . .... ... ~ ^~ I&OBF ~ N ~ r<) 10'10" 6P.D *2 R.A T CEILINa.& ~ i- ATTIC eTAIFte ... ........ ", ~ N 1610" X " 0" GARAGrE DOO~ , 1/4" = 1'0" ALL E><TE~IO~ WAL.L.e ACT Ae 814EAR WAL.L.e r-----------------, I I I I : '.-----.---.-.---" : I II .----, II , , 'I I I ,I I 'I I I ,I : :1 I ,': : I ,I '-.--"1 I I ....--.---.-----..--.1.1 I : AIR HANDLER UNIt : : RECc&eEP IN CEILING : I I I I I I '------------------.1 GARAGE GARAGE 6lAa MINIM.lM 4" eEJ..OW l-lOUeE 6LA5 (D) 2010" 21011 / o -~ I - - .- - - - - - - - - - - i d) f ill ~ ~ - ~ - - =- - - - - - - - - - - - - o (0 es VERTICAL ~OD& I"~OM FOOTING& TO BONO BEAM AaOvE o -N o ~ ~ 1- "t ~ (p ~ o ~ , ARKAY ENGIN~ING INC. &TFtUCtURAL ENGINEER! RI~ARr> L. t(.IDPI!Y P.I!. FLORIDA LICEN&E! NUMBER )~6 I HERBY CERTIFY n-lAT n-lE&E! PLAN& AND &PIECIF1CATION& WA& PRePARED BY ME OR UNDER MY DIRECT &.lPERVI&ION ARE! IN COMPLIANCE! WITH THE! FLORIDA eUILOING CODE 2001 FOR 110 MPH ( 3 &ECONO GU&T ) WIND ZONE - ~ MPH FA&tE&T &PEEO o ,... tn o Z ~ c.:J " ,... - U CD ffi ~~~~Q ~Q.M~~ C')-M Ci5CQ<~~ UJOOQU;UJ QO')Q2 :E ~~~~~ ~:J: ..OU .J .)-N_", -CI)I-M~ ~:)O~cl ~~~&t~ c(~~MUJ ~" UJ Q o (j) - UJ 1:1: 0:: o ~Jm tI\~. · -.6~1 ~ i~>>~ - Q) ~~ ~ ~ ~t~ ~ If! r ~l~ GuJ ~ z_~o.. >-.s ~~Uf ~.o ~~J\ ~ ~ II :f 0- <( _v- d)~u.-I ~~~i ~o..iii ~ o t ~ G ~ ~ '<1: Q ~ Z o iij ~ ~ ~ s:::! ~ OC . ~ ~ -;. Ul Z 3 <( ~ ~ <( Q - - ~~ "~ ~ ~ ~;j ~ t:::i~~ ~ ~ ~Q ~ ~~m ~ ..... ~ ~ ~ ~~~ ~ ~~~ ~~ )- ~ ::l lQ 13 3 LIVING. GApqAGII ENT~Y 1411 42'1 38 TOTAL. t~42 FG 1 OF 6 A~KAY · 7372 RIOGS VI:NT 12 LINTEl. LOAD C~ART ( 1611 DEEP SECTION) CLEAR &PAN CONCREtE U LINtEL "POWER" &tEEL "POWER" &TEEL eox LINtEL I' - 6" 4~1 PI-F ( UNFII-I-ED ) 1010 PU= 1--2 ~6' PL.P 2' . 2" 3435 PLF ( UNFIL.I.ED ) 6626 PW= 1--2 6&30PW= 2' . &" zm PI.F ( UNJ=II.L.ED ) S2S6 PW= 1.-2 &549 PW= 3' .2" 23~2 PI-F ( UNFIL.I.ED ) 4508 PU= 1--2 4613 PU= 4' - Oil 1835 PL.P ( UNFILL.ED ) 3535 PW= 1--2 36~~ PI-F 4' - 6" 1624 PLP ( UNFILLED ) 31M PLP 1.-2 3288 PI.F " .2" 2139 PI.F .. 2146 PI.F 1.-2 .. 2&64 PW= .. 6' . 2" 2211 PLP .. m& PW= 1.-2 .. 2400 PW= .. " - 0" ~1 PI-F .. 202' PI-F 1--2 .. 2114 PI-F .. e' - 0" 1123 PL.P .. 1168 PL.P 1--2 .. 2713 PU= .. 9' .2" 1489 PW= .. 1545 PW= 1..2 .. 1~4 PW= .. 10' _ 0" 1354 P1.F .. 1414 PI.F 1.-2 .. 1819 PLP .. 10' - e" 1Zt1 PI-F .. 132' PU= 1--2 .. 1110 PU= .. 11' . 2" 1200 PI-F .. 1230 PU= 1.-2 .. 1629 PU= .. r.z'.O" 1109 PI.P .. 1118 PI.P 1.-2 .. 151' PLF .. - r.z' . e" 1044 PI.P .. 1116 PLF 1..2 .. 1436 PLF .. 13' . 4" 13e& PLF .. P 13&1 PLP 1.-2 .. &L . I 1.364 PI.F .. 14' - 0" 1321 PLF .. P 1321 PI-F L-2 .. &1- - 1 129g PU= .. 16' - 0" 1IS2 PU= .. P 1048 PLF 1.-2 .. &1. - I 1131 PU= .. 18' - 0" 1016 PI-F .. P e28 PI-F 1--2 .. &1.. . I ~6O PU= .. 18' _ e" ~'1 PLP" P 110 PI-F L-2 .. &1.. . I eg3 PLF" 20'.0" e16 PLP" P 629 PU= L-2 .. &1.. . I 1&4 PLF" 22' _ e" 1&~ PU=" P 523 PU= L-2 .. &L. . I 606 PU=" ~ a" x a" x I~II KNOCK OUT BLOCK TOP COA~8E WITH 1 tS HO~IZONT Al- l,.:':. ~ jEeA!'loTIED TO ALL VE!'lTICAL !'lOD,e ,~~ BOX 8TEEL LINTEL8 OVER ALL WINDOW AND DOOR OFENING8, NO 4t:; ~E6AR REQUIRED ON 6EAM8 UF TO 24'0" WITI4 NO MORE T~AN fbOfbL68 FLF ~ a" X all x I~" KNOCK OUT BLOCK TOP COAR6E WIT~ I I:; OORIZONT AI.. 1_:._,:. ~ ~EeA!'l TIED TO ALL VE!'lTICAL !'lODe a" X a" X I~" KNOCK OUT BLOCK OVER POWER eTEEL L1NTELe, WIT~ 1 EACH tS ~E6AR IN THle COA~6E WHEN 8PAN OF LINTEL 18 OVE~ 12'411 ~ a" x a" X 1~" KNOCK OUT BLOCK TOF COAR8e lUIT~ 1 I:; ~ORIZONT AI.. I'~.~ ~EeA!'l TIED TO ALL VE!'lTICAL !'lODe all FRECA8T LINTEL 6LOCK OVER ALL OPENING8. 1 EACH IS RE6AR IN THle COAR6e WHEN 6PAN OF LINTEL OVER S'2" OPTIONAL POWER 60X LINTEL DETAIL OPTIONAL POWER STEEL LINTEL DETAIL OPTIONAL 5T ANDARD PRECA5T DeTAIL o r-- tJ) o z ~ ~ o .- ~ z_ en Lt) (0 ... CI) N ~ Q u)~Lt)u;~ ~>~MO~ (i5coe(>< UJoosLfffi Q en 0: ~ ~~~I::~ ~:c ..00 c(ui~~~ ~::i(3~-I ~~~~~ ~~c(~~ ~"QLlJQ o - e: ~ o 55' 0" ROD Cl-lAIRe 71" 1< 2& >1 REBAR LAP PET AIL6 ('() ~ 24' 4" 2' 011 6'011 21011 20' all r. .. .. . 4' 0" II' 4" 10'ell 4' 0" ~ () I/~-------~~ H~e,E ~ () N ~'01l x ~'a'l e.Gr.D. ~101l x ~'all e.Gr.D. 16 2:; el-l EGrRE ee I 32/2 81-l TEM~ N . . . . .____!!I/ '. . . . . . I'" - - _ _-J -.;;; - - - c=J , I 0 I ., I I . .. I () I I () 't ('() I "'<n ~ I - I ;---0 I f'I I'" ' I () . '. 0 "-- I ~ r---T] I 1 .,:: I rJ] . ' I' I .~ I II , ~--_.. () , ill I ~ ~ I I ~ ., I , ~ '. (/) I ~ , ~ "', ~ I I rr0.. [] ~ I ,. tQ I ~ I () I )" V.T,R, I ('() l:IAl:I ., I '" / ~ :/" V.T.R. I ('S.) ;~ @ .~.--.----. I ~ ~ I TIL.a> el4OW~ '--- I tt . .' ~ - - -- ----, , I .1 ~ ~~ I: . · .r---------------------------, 1:( GARO TUecc::: I :34 el-l TEMP b ., NON LOAD eEARING MONO I- _l... 't '~ ~I () ENTRY 1211 EYEBROW I CiARAGE &TEP FOOTING I l1) I ........ I in I I I- .J "t I .!-!.r .. ::l r:: I .J--- .. I I 3:3 el-l TEMP .., e' 211 2' ~II I '. 12" EYEeROW ENTRY &LAB 4" J I ~ eaow H(:lIJeIl ~ ~ I ~ D ~INJ6H FlOOR I ~ 16" X 161" el.OCK cot..UMN& I . . e'e" WITH I)" WOOD eEAM 0 AT TOP I '" I r. 5' 01' I' 4 6' ell I' 4' e' e" I I () () I I ~ "'<n I I I "t I , GARAGE &LAB MINII'1.lM I 't I 4" eaow I-lOU&I! eLA!S N I ~ I I ....\ ~ .1 '. -~ ... I I I I () I I 't . I I I I () I I () "'<n I I -('S.) I I I I , , I I HO&c 616 1..- _J I ~ ~ . .u 16 0" X , 0" GrARAGrE DOOR ll. . \ 4' e" 21011 " " 411 231011 20' 011 " &&' 011 ~ ~!l9~ crt N. · d~ I , i~~- ~ _~I-J ~I ~:<i~ I in'" 'li II. ~! ! ~- d1 ~, ill~ I ~u} ~~ ~i;Sf OC · f~] '<( 0- _'.t/. ~~lL-J :3~'li~ ~ L ll.~~ ~ ~ <{ I .. ~ ~ 6 ~ <{ 0 ~ 0 ~ 5Q ~ 3 ~ (i\ ~ .. ~ >- In () S::! ~ Z . 3 .. () ~ ~ z '<t ~ Q ~~ '"" ~' - ~;j ~ - ~;t~~ >- ~ ~~Q ~ ;t~~ ~ffi~ ~ ~ ~~ 13 a ~~i 3 ~:A~~ ~~ .. . DeNOTE& t5 REeAR X CONT. PLACED IN aoTTOM COUF(&E AND 16" DEEP eEAl1 POURED WLID WIT~ 2~ P&I CONCF(ETE. .. P - DENOTE6 PF(E effiE&&ED U LINTEL WtT~ t5 F(Et:3AR X CONT. PLACED IN aoTTOM COUReE 4 16" DEEP 6eAM POURe::> eol..ID WIT~ 2500 pel CONCRETE .. & - DENOTE& IN eoTTOM COUR&E 4 (6) - & I 16" eMooTI-I &TIF(RUP& AT e" OC AT EAC~ EN!:) IN A 16" DEEP eeAM POURED eoLID WIT~ 2500 pel CONCRETE INt eruo WAL.L. I~. t. PLA n: ANCHO~ED WITH SOL.T& AT 24" O.C. I-lORIZONT AL. LINTEL t& REBAR 4' CONCRETE eLAe MIN. 2S00 pel OVER T~EA TEO COMPACTED FILL. 6X6 10/10 UAJ.JM (OR EQUAL.) 1< 2&">1 4" ,. - - " " 12- " " 1 !-lOOK LAPe MINIMUM 10" LUITl-l 2 TIEe &" o 1-'& Rl:aAR ON Cl-lAIRe 12" a" FOOTER t& REBAR NON LOAD 6EARING GARAGE FOOTING (U 61MPeoN I-lETA20 POURED IN TOP OF Bl.OCK COLUMN EACH 610E OF WOOD 6EAM. FILl. ALl. HAIL !-lOLEe WITI-! IOD X I 1 21" HAILe D61. 2 X 12 l>2 PINE eEAM WITI-! ONE LAYER 112" PLY WOOD IN CENTER &TRAP All. TRU~E& TO WOOD aEAM U&INU 1 EACI-! &IMPeoN 1-110 CLIP PI:R tRue&, FILL ALL NAIL I-IOLE& WITI-l 10D X 1 In" NAIL& ROOF TRU&& WITH 4" 6EARING ENTRY WALl. 4 X -4 P.T. PoeT ANCHOR TO TOP OF WAll. ue.ING (1) &IMPeoN I4ETA20 eTRAP POURED IN L.INTEI. AT EACI-l 61DE. eTRAP 6EAM TO PoeT U&ING (1) 6IMP60N I..&TA24 6TRAP EACI-l 61DE. FILl. AU.. HAIL !-lOLEe WITI-l IOD x 1 tn" HAile AU.. ARCH FRAMING TO eE 2 x 4 l>2 &PRUCE MAXIMUM 6TUDe &PACING OF 16" WITH tn" PLYWOOD HAILED 6" OC WITH &D COMMON HAILe. AU- MA TERlALe ATTACI-lEO TO BLOCK COLUMN& TO 6E PRE66URE TREATED. ATTACI-l TO aLOCK U&INGI V4" x 3 V4"TAP CONe MAXIMUM eRACING 61" OC. 16" ROUND 6LOCK COLUMN WITI-l (2) '5 REBAR POURED IN CENTER FROM PAD 6aow , , , , , I I I , , , , , , , , I , , I , , , I , , , I I 1 L i---------------------------------------------- , , I , I , I I , , _J ,. L LIVING GARAGE INr,..,., 1411 421 .e 12" X 32" X 32" PAD WITH ) EACI-! lIS REBAR EACI-l DIRECTION TIED TO VERTICAL ROD& IN COLUMN . ,. TOTAL 1942 All fOOTING& AND CONCRETE FOUNDATION PAD& MU&T aE 12" eEl.ow flNleH GRADE FOUNDATION 4 PLUM61NG PLAN 1/411 = 11011 AAKAY ENGINEERING INC. &TRUCTURAI- ENGINEER& 16" eLOCK COLUMN DETAIL AU- FIXTURE LOCA T10Ne MUeT BE VERIFIED FROM PLOO~ P~N AND Ie Tl-IE F<EeFONelelllTY OF PLUMBING CONTRACTOR TO PlACE FlxruF(Ee IN CORF(ECT LOCATION. pl.UMelNG DRAIN LINEe AF(E NOT A eTRUCTURAL. PART OF DRAWINGe AND MAY VARY IN FIEl.D WIT!-lOUT APPROVAL FROM ENGINEE~ OF RECORD. THe CLlENi UNDER&TANDe THAT THE DE6lCaNI:R CARRlc& NO LIABILITY INOORANCE AND THEREfORE AUREE& TO !-lOLl:) HARMI.E&&, IDEMNIFY, AND DEFEND DE&IGNER FROM AU.. CLAIM&, L.O~Ee AND EXPEN&E& (INCLUDING RI:AaONAeLE! ATTORNEY FEEe) ARI&ING OUT OF OR fo<E&l.lI.TING ~OH THE FROJECT. THE DE&IGNER WILl. IN a.ooD FAITH ATTEMPT TO PROVIDE ERfo<OR FREE CON&tRUCTlON DRAWINGe, 6\.IT IN THE EVENT ERRORe OCCUR THE DEelGNER WILl. NOT eE LIA6LE FOR C06T OF REPAIR& OR DEl..AY TO THE CONeTRUCTION RICI-IARD L.. KIDOEY P.E. I=\.ORIOA LICEN&! NUMeER '12S6 II-lERBY CERTIFY Tl-lAT TI-IE&E PLANe AND &PECIF1CATION& WAe pF(EPAREP BY ME OR UNDER MY DIRECT 6UP~Vl&ION ARB IN COMPLIANCE WITH TI-IB FLORIDA BUII.DING CODE 2001 fIOR 110 MP~ ( , &ECOND OO&T ) WIND IONS . ~ MPH I'A&TE&T &PEEJ:) PG 3 OF 6 ARKA Y · 7371, 2 X 4 NAILf:R& TYP @ V/ ""-, TR 4' P /'1'- '\. " IN " I / " // " a' " / "- '\.. " , " :0 / " 0 // " 1--4 2X 12' " L--J /' '\. " '\. 1'\ '\. I'\. " " / " V/ " ~ Ib' ~ /' I'\.. '\t'\.. '\.. '\.. '\..'\..'\..'\.. '\..'\.'\..'\..'- '\..' I'\.'\.. '\..'\..'\..'\.. I\.'\..'\..'\..,- '\..'\.'\.'\. '\.1" V " / " / " / I 1 " / 2 X a ~ YelLOW PINE / 'f @ RIDGe BeAM TYP. !/ 2a' 0" MAX 1/ , END NOT EXPO&ED TO WIND , COMMON TRU&& U66E& eCL.OW 61..U:A THED RIOR TO VALLEY l=RAMING &TALLATION 6 ~ YELLOW PINE LLl:Y' FRAMING 'tYPo 2 X a ~ YCL.LOW PINe RIDGe BeAM TYP. &IMPWN 143 FRAMING ANCI-lOR TYP. ROOf: &HeA THING 4- 16D Toe NAIL& . RIDGe eoARD eND CONT. 2 X 4 NAILER TYP 2- 160 NAIL& PER TRU&& BCVs.. CUT - TYP UP& R13 OR &IMP&ON 143 I-lURR &1'RAP 4&11 oc TYP. 6ECTION "A" - "A" 2 X a ~ YELLOW PINE RIDGE BEAM TYP. 2 X 4 VERTICAL &cAe . 4&" OC MAX CONN. WI 4 160 NAIL& . TOP . U&P RT3 OR &IMP&ON 143 HURR CLIP AT eonoM 2 X 6 ~ YlliOUJ PINE RAFtER . 24 n oc 2 X 4- CONT UP& RT3 OR &IMPWN 1-13 I-lURR & 'tRAP EACI-I END UP& RT3 OR &IMP&ON H3 l-lURR &TRAp . 4a" OC TYP. ROOF VAl.l.EY DETAIL TYPICAL CONV F~AME VALLEY DETAIL ALL CONNECTOR& ON VALLEY FRAMING DetAIL HAve BEEN RCVICWED AND &IZr:o FOR COMelNe UPLIFT, &l4eAR AND LATCRAL. LOAD& &TUD &PACING NO (2)2X4 ('2) 2 X 4 (2) 2 X 6 1-- BRACINe:. I--BRACINe:. I- BRACINe:. L BRACINe:. I- BRACINe:. 16" 0'-0" TO 4'1:)" 4'-1:)" TO a'o" a'o"- 12'0" 12'0" TO 16'0" 24" 0'-0" TO 4'0" 4'0. TO "0" "0" TO 10'0" 10'0" TO 14'0" 2 X4 OUTRIe:.GlER& AT 24" OC CONNECT OUTRIGGER& TO GABLE WITH &IMP&ON ~2.~ NOTE: NO DROP GlABLE NEEDED W~EN OVER~ANC. 1& 12" OR LE&& 6ACKNAII- WI (2) 160 NAIL& MAX. 24" OYER~ANG 2 X 4 WE6 6LOCK& NAIl-ED IN 6ETlUEEN WEB& WIT~ (2) 160 NAIL& EACH END WI (6) 160 NAIL& AT EACH END NAIL TO 2 X 4 MIN 2 X 6 P.T. PLATe UJIT~ 112" X a" ANCHOR 601- T& AT 24" OC. NOiE, NO l- 6RACING ~Eaul~ED WHEN I 2 X 4 ANC.LE 6RACINC. AT 4a" OC ALONGI GAel-I: END NAIL END& TO 2 X 4 BI-OC.KINe:. WE6 BLOCKING WITI-! (2) 16D TOE NAIL& &TEP DOWN GlA6LE TRU&& WITI-l ONE LAYER 112" CDX e~eATHING OR '/16" oee NAILED 4" OC WITH ~D COMMON NAII..& \~ AiiAC~ BO'tiOM CO~D 01' GaA6LE i~U6& TO 2 X 6 PLATE WITI-I 16D NAll& 6" OC 1/2" G.YPOOM WALl- eOARD 2 X 4 NAILER ATTACHED TO BOTTOM CORD Of GlABI-E TRU&& AND COMMON TRuee WITI-I 2 EACI-I !2D COMMON NAIL& AT EACI-I UPRIGlI-IT MEMBER OF GlABLE C1A6LE END 6RACINC1 DETAIL THE CLIENT UNO~&TAND& Tl-1AT THE DI:&Ia.Nt:R CARRlc& NO LtAB!l-ITY INatlRANCE AND THl:Ra=o~e AGaREE& TO HOW:> I-lARI1LE66, IDEMNIFY, AND DEFEND DE&IGaNER FROM AU. CLAIM&, LOUE& AND EXPEN&c& nNCLuPlNGa REAOONAeLE ATiO~NEY FEE&) A~I&INGa OUT OF OR ~Ee.uL TING FROM iHE PROJECT. THIi DE&Ia.NER WILl. IN OOOD FAITl-l ATTEMPT iO PROVIDE ERROR FREE CON&TRUCilON DRAUJINGa&, BUT IN iJ.lE !:VENT ERRo~e OCCUR 11-IE DE&IGaNER WILl. NOT 6E LIA6LE FOR coeT OF REPAI~e O~ DELAY iO THE CONaTRUCilON ,0 "- N /' 'a: IIIITlh ( '-- - " - - - - ~ - - - - - ~ - - - - - . - - - - ,..- .- o ~ ~ ~ "t (1) 't , ~ -~ I ~ - - - - I - - - - - - - - - - - ~/ /'" I~'-. ~', ~l ~ "" I I I III" '" III I?~ ~~""'ER I~I IIII r& ~0:~~~~" ~ _,"_HET~._ ~~':~~"=~';':,. I, ~~~~ "~~~ MALO ~~~~~~<~~~~~~~~~ " ~~~~~~~~~~~~~ "- ~~~ ~'v,AUL TEO CEILlNGl6,~~ ~~ '" ~~,,~~~ ~~l'\~t"\"'~"~"~ / ~~~\\~~\\~~~~~~ '" ,,~ """ "" POUREt> IN l-INTIEL AT AU- TRU6& eEARING " "" ~ ~~~~ r~~~C:~:-~~~N~ ~~'" ' v "~~~~ ,,~~~~ / ~~~~~~~~~~~/ // ';0~~~~" ~~~~ v '" . V ~ t"\ "" '" " " ~ "" ~ "" ~ "" ~ II ill 1[EE3!I' ~ '" III ill I I 3JiIJ I~. : / ~: ~ Ii 7 I'\.. !: - ~"'" ,,- - " ---- ---- ---" l!i" ~ - - - f',. , 1\ \ ss' 011 241411 21011 6'0" 210" FRAME eA Y WINDOW WI rH MINIMUM , X 6 ., PINS u&E (I) 6IMP60N l-lErA20 &'t1UP AT EACl-l aiDE OF iRUe& AT THI& LOCA TION POU~ED IN eoND eEAM. FILl. ALl. HAIL HOLE& WtTl-l IOD X I V2" NAIL& IIII II~ 7~ I-- I-- I-- 4' 811 ~ V ~I\ "-/ GI~ER . I 'i ~ I " 4" ;;:; - - IIII , ~ ~'\ ;'. I- u u_ / - - - - - - - - ~ - - - - - ~ - - - - - - - - - - __ I.ll / 23' 0" ss' 0" ROOF TRUSS 1/4" = 1'0" (A) PLAN 6tEE!. PL 'feLIP& ) t u'~ NAil. Wt~ &D R& NAIl& t ) . : :J.' .. ~ ." ..~ , . I--- . . , . , . 'r!-- PL. YWOOD NAIL. PATTEJQN (fQOOPJ PI.. Y\lJOOD NAILED A& &HOWN 1& DE&IGN!D TO WITI-I &TAND MAXIMUM WIND L.OAD RATING OF 130 MP~ 2018" RIIIII'I III~~ I f-/ J / IIII I,. o N v V V / vV I", I u&s (I) &JMP60N HSTAX) &TRAP AT EACH 61D& 011 ~ AT THI& LOCAilON POU~ED IN eoND eEAM. FILl. AU. HAIL 001..:& WITl-l 100 X I 112" NAU 2010" I-- I-- I-- I-- t-- 0 I-- I-- I-- I-- l- I-- I-- I-- ~ I-- tII I-- I-- I-- I-- I-- i-- I-- I-- - - - - - - - . - f-- f-- f-- r-- f-- f-- ~ f-- (n -\11 - "t - r- - '-- "t - /= /E / f-- i- f-- ta , \ """---- i~ f-- f-- f-- f-- f-- f-- i- f-- ! - - - - - - - - - - q. i; " V/',(L '~..01 'I ..__ _, ,I /'1, , ,1;, i / ' V,;, :";0' I :,. _ _ _ . , : I '"/---7 -7-" /' I AIR I-lANDLER UNIT I VP~E/; C/'NGa/i :// /'("/ /: /~ / " / ~ ~/ ~~ ARKAY I:NGINEERING INC. &~Tl.lRAL. ENGINEER& RICi-1ARD L.. KIDDEY p,e. FL.ORIOA L.ICEN61! NUMeER )~. Ii-1ER&Y CERTifY ~AT ~E&E! PL.AN& AND &PI!CIFICATIaN& WA& PREPAREt> e'Y' MI! OR UNOER MY DIRECT elJP!RV1610N ARE IN COMPL.IANCE! WITH T~ FL.ORIOA el.IlLDING CODE! 2001 FOR 110 MPH ( , &ECONO GrU&T ) WIND ZONe - ~ MPH PA&TE&T &Pa:D o .... V) o z ~ ~ · r-.. - (,) ", f/)IJJ !:~II)U:SQ "c(&tC'J ~Q.M~~ ~>M ;;;D3c(~~ LLlooQU;LLI QcnQ2 :e ~~~~~ f!:J: ,,0 (,) ~cn~~~ -- "-C'J..J ;:) (,) It) c( ~~~Ni= Zooc(lI)Z e(MQMIJJ 0:: ~ IJJ Q (,) - tE ~ o ~ ~.J~ ~ f:i. · d~1 ~~ 0 i~~:J ~ Q) ~~ \!)'~~:)- ~~ ~-<t~ - u. ;- N 0 - r ~ i \!) ~ I ill] , suj ~ Z- 0- r 3l~ f ~ ~ f~ ~ <( 0- _'if. '~U--I ~ 0 ~Hl <l I ~ .. ~ ~ G <( 0 ~ ~ ~ ~ 3 ~ c<\ ~ .. ~ >- ~ ~ Ul z ~ . 3 .. ~ <t I!! ~ <t ~ Q Q ~it -....; , .. \J) ~ - ~ ~ ~ - t:: ~ ~ ~ }- ~ ~ ~~ ~ ~ ~~~ ~ ~ ~ ~~ 13 a ~~~ 3 ~:t~~ E~ ~~ LiviNG GARAGE ENTRY 14" 42' ~e TOTAL 1942 FG 4 OF 6 ARKA Y · 7372.. D D 12Xe.X1 1$0 CFM IOX10X1 D 1$0 CFM o @) 6X4X4 , , $0 CFM B , ~~ ~ D r-- - T 10Xe.Xe. 100 CFM 1.- __.&. - - -- - - -- D 12Xe.X1 B 1$0 CFM 20X20 R.A.Cir. D j------- OJ 12Xe.X1 ISO CFM D 6X4X4 EJ $0 CFM ~ l. D D D 10Xe.Xe. 6X4X4 100 CFM D $0 CFM IOXIOX1 D D 1$0 CFM 10Xe.Xe. 100 CFM ...... .." ATTIC &TAIR& ".. ...... ,,' ...... rr--:-:-:-:-:-~--~1 II' I" 'I I I" :1 I I ': ,I .----, 'I ...._--------------~~ AIR HANDLER UNlT ~ECE6&ED IN CEILING _________________J MEC~IANICAL PLAN 1/4" - - 110" MECHANICAL. CONTRACTOR TO PROVIDE A RETURN AIR GlRILL. FOR AL.L. ROOMe THAT HAve A UN6ALANCED AIR I=LOUJ PER I=.M.C. ~OI.4 OR UNDER CUT DOORe MECI1ANICAL CONl'RACTOR TO VEF<IFY' ALL DUCT AND UNIT &IZ!. 11-I1! MECI1ANICAL DfUWING& ARE NOT A &rRUCTUAAL PART OF DAAWING& AND MAY VARY IN FIELD WIT~T APPROVAL FROM eNGINa:R OF RECORD TYPICAL ELECfRICAl RI6ER DIAG~AM 3 - 2/0 THNN CU FEEPER& 61NGLE FHA6E 6~EAKER FANEl. WITH MAIN 200 AMP METER 60CKET .4 CU DRlyEN GROUND ~OD& 2 EACH &'OM APART 2M GAL. V NIPPLE ~....... CONCRETE ENCA&ED "UFERM ELECTRODE REQUI~ED PER ART 250-50.. 1~~~ N.E.C. MU&T eE IN6PECTED p~rOR TO CONCRETE PLACEMENT THe CLICNt UNPER&tAND& THAt THe DE6ICioNEl"i CA~~IE& NO LIABILity' INetJRANCe AND THERI:J'Gl~e AUREE& TO OOLD HARMLE6&, IDEMNIFY, AND DEFEND DE61GNER FROM All CI.AIM&, LO&eE& AND EXPENeE& (INCLUDING R1:AaONAaLE ATTORNEY FEE&) ARlelNG OUT OF OR REWL'rlNG FROM THE F'ROJECf. Tl-lE DE61GNER WILl. IN GOOD FAITH ATTEMF'T TO F'ROVIDE ERROR FREe CON&TRUCTION DRAWING&, auT IN THE EVENT ~OR& OCCUR TI-IE DEelGNER WILl. NOT 5E LIABLE FOR CO&T OF RSPAIR& OR DaAY TO THE CON&TRUCT'ON [I) 2002 NEe 210.8(A)(6 ) GFCI Kitchen Receotacles 210.11(C)(3) Bathroom Circuits 210.12(B) Arc Fault Circuits 210.52(A)(2) Receptacle Soacina 210.52(C)(1) Kitchen Receotacles 250.50 Grounding Electrode Svstem 250.52 (A)(3) Concrete Encased Electrode 314.20 Box Depth From Face of Finished Material 406.8(A) Damp Location Receptacles 406.8(B)(1) Wet Location Receotacles 410.4(A) Lights in Wet or Damp Locations --, , " 1- c=J 0 \ ~ TV. TV. \ J l~ ~ ~ ~, , '-.... , PRE WIRE '-~/ @ ~ I '" FOR FAN I ( fa \ ~-'~ /~-'........... 8 ~~ / , ~ , e / \ ~ ; e ../ TV. \ ~ tit ) I , r---T I , .! / \ I , , ~ "'- , ; PH: : ,/ ..._~/ , ~ / ~ '&F'4" I \ I - - -- PI1. I - - -- ~ I I I I - - o- r I AFt / TV. AFt I /~-=-~, \ I / -- r- - - -- / , ; ''\\ / 4, ( fa \ , V , e + I PR~Re ~ l._ FOR FAN PH. ~ @: [I] , \ \ \ \ \ \ \ \ I \ / \ I \ I \, ,{ \ \ ,\ \ \ ,\ \ \ , \ \ ; / \ , " --......... ...----<r , ,-----------------, ,,-.-.-.-.-.-.-.-..' I. .____, ,I I. I t11I\ I " I. I 'tlr I ,I :' I I ': " ~---_.. 'I "''''.-.-.-.-.-.-.-.'''.. ~ \ 150 AM~ &ERVICE er AIR HANDL.ER UNIT ~ECE6&ED IN CEILING e --~------ ~ --- ....-- ~ ............ / "'" ELECTRICAL PLAN 1/4" - - 11011 ELECTRICAL. LEGEND G.!". I. 110 V A4- GROUND FAULT IJ.jJ RECEPf ACU! A.P.I. no v A4- ARC !"AUL T A4- IJ.jJ RECEPfACLE \.UJ 110 v WF' no v + CEILING FAN rfiI WA TERPROOl" 'l--V OU1U1' -<?- ~~ ~;C1L~ + CEILING FAN WI LICiol1T OR WAll (TYF') ~ 6MOKE W DETECTOR dtD nav 8; &wiTCH o CAN! eAll FlX'NRE ~ nov 150 CFM'& BATl1 FAN L.:..::.J. aECTRICAL F'ANEL ~ eATl1 FAN --y- LIGHT COMeo @ WAll 6CONCE! ~ TELEVI&ION n FLUORE&eENT ~ FIXT\.JRE db EXTERIOR Del.. FLOOD ~ PHONII IN ACC<;>ROANCI! WITH CHAPTER .mOOJ (2) (l) 01" THIII"LORIOA At>MINI&iRATIVEI COO!!, aECiRICAI. PLUMelNG AND MEC~ANICAI. &Y&ra1& 6HAU.. el DE&IGNED BY TI-II RE6PECTIVI CONTRACTOR TO M.BT ALL APPLICAel.1 CODE&. Tl-l1 aECTRICAJ.., PLUMelNG AND HECI-lANlCAL &Y&ra1& DRAl.UN HERON ARI eA&1 UPON A DE6IGN F'ROVlDED BY THE OWNER TO ADDRE6& 1-I16/l-lER REGlIJIRiMENT&. ALl.. aECTRICAL OUn.&T& IN eATI-IROOM&, KITCHEN. (WlTH1N 6' FEET OR &INK&), GARAGE AND AT EXTERIOR L.OCAfION& 6HAU.. es WIRED iNTO A GROUND FAULT IN~TER "GIF'" CIRCUIT All El-.ECTRICAl.. OUn.&T& IN eEDROOM& 'FIX'NRE& &HAll es WIRED INTO AN ARC-FAULT INTERRUPTER · AI=t" CIRCUJT &MOKE DETECTO~& &HAll eE F'LACH IN EACI-I eEDROOM AND IN HAll WAY AREA& ADJACENT fO eEDROOM AND OTl-lER UVINGI AREA& GROUND WIRI FORM REeAR TO aECTRICAL PANEL. PER tiE!.C. ARKAY ENGINEERING INC. &mUCTURAL ENGINEER& RICHARD L. KIDD&Y P.E. FLORIDA L.ICEN&e NUMeER )'~. II1ERey CERTIFY n./AT TI-IE&E PLAN& AND &PECIF1CATION& UJA& PREPAREt> BY ME OR UNDER MY DIRECT e.uF>ERV1610N ARE IN COMPL.IANCE WITI-I TI1E FLORIDA 6UILDING CODE 2001 FOR 110 MPH ( J &ECOND GU&T ) WIND ZONI - ~ MPH M&ri&T &pEl;P o r-- tI) o z ~ c" ~~LI)~~ v)~~~....I ~>~~~ (i)~c(~() UJOOOu.;f5 CenCi! ~ ~~~~~ I!!::z: .. 0 () c(cn~~~ ~::)UN....I ~~~~~ ~~~~~ () - fE ~ o ~ ~.J~ "" ii. · u:~~1 ~~8 ~ i~~:J "G ~llh -z.! u. '<{ .Q Rl-N tU- !M W! ! - Q) -- ~ \!)Cij ~ - I ill~ I ::u! >- ~ ;>!=s 0- ~ ~ ~~~~f .A' :f 0- ~ _'.J. ~~U--J :i t-u Hi! ;J ). o ~ I 6 ill ~ ~ ~ ~ Q ~ !Q ~ 3 (l ):. Ul z ~ ~ ((\ 9 ~ S::! ~ ~ ~ ~ <( Q - - ~tr ""~ ~~ ~ ~ ~~~ ~ ): ~ Hl ~ ~~ii ~ ~~i a m~~ ~ ~ ~~ };:~ ,~ )- ~ 19 13 3 liviNG GARAGE !NTfClY 14" 42' 3& TOTAL 1<a42 PG S OF b ARKA Y · 7372. GENE~AL NOree: THI& alJU..PING HA& aEEN DE61GNIED TO CONFORM TO THE FL~IDA aUILDING CODE wen ARKAY ENGINElERING INC. A REGI6TERIED LICEN6IED, FLORIDA PROFE&610NA!.. &TRUCTURAL. ENGINEERING COMPANY. HA& APPLIIED 'RATIONAL. ANAL.Y61&' FOR THe 6TRUCTURAL. DE61GN 0fI THI& &TRUCTURe THE alJlI.DING ( INCLUDING ALL. COMPONENT& AND CLAPDING& &HALL. aE DE61GNIED FOR THE FOUOWING 6UPIERIMP061ED LOAD& FLooR&. LIve LOAD& . 40 P.6.F. DEAD LOAD& . 10 P.6.F. GARAGe &LAa. L.IVl! LOAD6 .50 P.6.F. DEAD LOAP6 . 10 P.6.F. ROOF. WIND. LIVE LOAP& rrRU&6 TOP CORD) . 20 P.&.F. PJ:AP LOAP6 (~&6 TOP CORP) . 10 P.6.P. 1& P.6.P. WI-lIEN TIU: ROOP IN&TAW-eD L.lve LOAP (TRU&6 SOTTOH CORP) . 10 P.6.P. A66UMEO TRU6& 6aF WEIGHT ( DEAD LOAD) ., P.6.P. BUILDING 1& DE6IGNIED TO CONFORM TO A6CE '-g&, CHAPTER 6, PER FLORIDA aUlLDING CODE 2001 6ECTION It-e6.1.1 WIND PE61GN A6-&uMPTION&. BUILDING I!XP06URe . a OOIl..PINa. IMPORTANCe MCTOR - 1.0 ( CATEGCRY " ) MEAN ROOF HEIGHT W' OR LE66 HEIGHT . EXP06URe ADJJ&TMENT& COeFFICIENT - 1.0 ENCL06EO OO/LDINa. INTERNAL. PRE66URE COEFrIC/ENT - + 1.0.1& 6EE WINO 6PEED INFORMATION &TATED ON PLAN& TYpe & CON&TRUCTION eOIL eeAF~ING ~ COMPACTION: TI-II::6e PLAN6 ILIERE PRAWN aA&I::D UPON AN AW-OWAau: &011- BEARING CAPACITY OP 2000 P.&.F.l MINIMUM) THe CONTRACTORIPROPERTY OWNER 1& RE6PON6IaU! FOR V~IFYING THAT THe &oIL ON 1"I4e 6lTJ! 1& PROPERLY PREPARED AND COMPACta:> &UCH THAT IT CAN 6UPPORT A 2000 P.&.F. FOUNDATION LOAOING c. ARKAY ENGINEERING INC, A REGI6~1ED LICEN61ED FLORIDA PROFE6610NAJ... 6TRUCTURAL. ENGINEERING COMPANY. DE61GNEO THE6E FOUNDATION& WITHOUT VI61TING THE CON&TRUCTION 61Te NOR PERFORMING ANY &oIL TE6TING AAKAY ENGINEERING INC &HALL. NOT aE RE6PON6IaU! FOR THE 61TE 601L. AeIL.ITY TO eupP~T THe BUILDING LOAP& FOUNDATION. eLAB - ON- GRADE NOiE& , BUILPING 61TE el-lALL. ae 6CRAPED TO REMOVE ALL. ORGANIC MA TERIAL&.. ANY ADDITIONAl- FILL. PLACIED ON THe BUIlDING PAD AREA, &HALL. aE COMPACTED &UCH THAT IT CAN APEQUATELY eupPORT A 2000 P.6.F. FOUNDATION LOAPING. &LAa 6HAL-1- ae PLACI! OVER A 6 MIl- VAPOR aARRIER ON CU!AN APEGUATI$L Y COMPACta:> AND TERMITE PO/&oNED &oIL CONCRETE UTILIZeD IN THE FOUNDATION AND 6LAa& 6HALl. HAvE A HINIl1lJH 28 PAY COMPRE&6lve 6''RENGTH OF 2500 P.6.F. o REINFORCING &TEEI.. &HALL. aE GRAPE 40 MINIMUM AND IDENTIFIIED IN ACCO~PANCE WITH A&TH A "'I~. LAP 6PL.ICE&, UJl..IERE REGlUIRIED 6HALL aE A MINIMUM OF 2&" FOR t& REBAA , 30" rCR 416 REBAR . )&" FOR ., REBAR . PLAN& ARE ENGINEERED FOR A MAXIHUH 6TEMWALL HEIGHT OF 4 COUR6E6 ( AFTElQ FINAL 61TI! GRADING) THE CONTRACTOR OR OOILPING OWNER &HAW. PeTERMINe THE EXACT &TEMUlAu.. I-IElGHT aM! UPON &IT! CONDlTtON3 PRIOR TO POURING THe FOUNPATION AND CONTACT A!l(,KAY ENGINElERING WHEN MORE! THAN 4 COUR&E ARE REGlUIRIED A FOUNDATION WRV!Y 6HALL. aE PERFORMED AND A copy OF THE 6URVE'( &HAu.. aE ON 61Te fOR THe BUILDING 1N6PECTOR& U6-e , OR ALL. PROPERTY MARKElQ.& &HAI..L aE EXP06ED ANt:> A 6TRING &TRECTEO FROM MARKER TO MARKER TO VERFIY REGlUIRED &ET aACK& MAOONRY WALle. CONCRETE HA&oNRY UNIT &HALL eE HOu..OllJ UNIT 11A6ONRY IN ACCORPANCI! WI1"I4 MTM c-w AND 6!-lAu.. HAV! MINIM.IH P'M OP I~ P.&.I. MORTAR &HAu.. C.ONFORM TO A&TMC -210 AND &HAu.. aE EITHER TYpe M OR & REINFORCING 6TEEL &HAW- BE GRAPI! 40 MINIMUM ANP IPIENTIFleD IN ACCORPANCE WITH A&THA-6I~. LAP 6PLICE& Wl-IERE REQUIRED 6HAu.. aE A MINIMUM OF 2&' FOR ~ REBAR 30" FOR .6 REB~,R AND 3&' FOR ., REBAR. GROUT FOR 1"I41! POURED CELJ..& AND LINTEL& 6HAL.L. !-lAve A MAXIMUM COUR&I! AaGREGATE &IZE 0fI )/&" PLACED AT 8 TO 11 INCH 6LUMP AND l-IAvE A MINIMUM 28 PA'Y' COMPRE&6IVE 6TRENGTH OF 2000 P.&.I. ( WHEN TE&TED PER MTM C-IOI~ ) PROvIP! CLEAN OUT OPIENING& ( 12 &G. IN. ) IN CEaJ..& CONTAINING &PL.ICEP REINFORCEMENT. WHIEN THE GROUT POUR EXCEED& & F!::ET IN I-IEIGI-IT ROOr=ING . r=J..Ae~ING6. ROOFING 6Y6TEM AND FLA&HING A& &TATED IN PLAN& HU&T CONFORM TO CHAPTER 1& OF Tl-IE FLORIDA BUILDING cope 2001. FL.A6l-11NG &PECIFIC 6ECTION 150',3.9 CONTRACTOR OR OWNER MU&T PROVIDE WITH PLAN& 6PECIFIC PRODUCT INFORMATION PF.TAILING IN6TAUAT10N OF PRODUCT TO MEET llJlND DE6IGN& OF THI& 6ET OF DRAU.J(NG6. TIM6ER MA TERrAL-6. ALL. TIMaER6 MA ~fAL& &HAW. aE A& FOUOUJ&I LVI. aEAM& &HAlL. ae (I.91!) HCALLl6TER LVI. MATERIAL6 HANUFACTUREP BY TRU66 JOI&T MACMIUAN ( OR EQUAW L.UMaER UTILIZeD IN SOTTOM PLAT!!. T~P PLATE& ,PO&T, &TUP& PACK& AND aEAM6 &HAu.. BE t2 YI!U..OW PINE (OR aET~) EXTERIOR AND INTERIOR L.OAO eEARING ,}TUP& 6HALl. eE t2 6PRUCE ( OR aETTER) Au.. OTHER &TUD6 6HAlL. BI! "6'TtlD GRAPE' &PRUCE &PACE 16' 00. AU.. 6PLICE& AT TOP PLATE MU&T ae MINIMUM 4'0" ANt:> NAILEO 4" 00 WITl-i 120 CG-MMON NAll& o P6L PoeT 6HAU- BE n.&eJ PARAUAH P&t. MATERIAl-& MANUFACTURE& a'Y' TRU&&JOI&T MACMIUAN (OR EaUAW. 6EE PO&T eupPORT TAaLE fOR LOAD VALUE&. EXTERIOR WALLO &HAu.. aE CON&TRUCTEO WITH 112" PLYWOOD OR '1116" o.&,a. ( 2-H-W RATING) NAILED WITH &0 NAIL& &PACE AT )' OC ALONG AU.. HORIZONTAl. JOINT& AND EDGE&, 6" 00 ALONG ALL VERTICAL JOINT& AND eoa'E& AND 12" OC AL.ONG ALL. INTERMEDIATE &TUD& AT OPENlNG& &'0" WIPE OR LARGER &TFUP ,",EAPER BEAM TO THE I-lEAPER 6TUD& WI1"I4 (2) U6P OR &IMP&ON L&TA24 6TRAP TIE& AT E!ACl-i EN!:) OF HEAPER aEAM. ANCHOR eoTTOM OF HEADER &TUP& TO FOUNDATION WI1"I4 U6P OR &1I1P&oN I-ITT16 TlEN610N TIE!. INTERIOR &TUD WALL& TO aE OF 2)( 4 t2 &PRUCE OR aETTER WITH 6INGU! 2 )( 4 P.T. PINE SOTTOM PI.ATE AND &INGU! 2 X 4 t2 6PRUCE TOP PLATE WI1"I4 &TUD& &PACED MAXIMUH 24" ce. WAL.L.& TO HAve V2' GYP&UM SOARP I!A~ &IDI!, WtTH WAU..& AT GARAGe TO HAVE MINIMUM R-I1IN&\JLATION ANCI-IOR WOOD 1*+l!AR WALL.& 6E:GMENT& TO I"OUNPATION WIT'" &IMP&oN LTT206 TEN&ION TIE AT ~ END OF WAl-1.. &EGMENT& AND AT ANY WAu.. &E:GMEN. :NTER6ECTION ( BUIl..PING CORNER&) ALL PLUMe lNG, ELECTRICAL AND MECHANICAL ROUG~ IN6 MU&T ~E COMPLere. IN6PECTEP AND APPROVIED PRIOR TO REGlUlE&TING 1"I4E fRAMING IN&PECTION. IF DEelRED, EGUIVAl..ENT CONNECTOR& MADE ay ANOTHER 6UPFI.IER MAY aE U6ED IN PLAce OF THE U6-P OR &IMP!OI.. CONNECTOR6 ~ THI: CLICNT LlNOER&T ANtl& THM THI: DE&IGNER CAARIE& NO LIA61L.1'tY lNeuAANCI: AND THERa:oRI: AGREE& TO I40LD I-lARMLE6&, lDEMNIFY, AND DEfEND DE&\GN~ FROM ALL CLAIM&, LO&6E& AND EXPEN&E& (INCLUDING REA60NAeL.E ATTORN&,( FEE&) AR1&ING OUT OF OR RE&UL TING FROM THe PROJECT. THE DE&IGNER WILl. IN GOOD FAITH ATTEMPT TO PROVIDIi ~OR FREIi CON&TRUCTlON DRAWING&, auT IN THE EVENT ERROR& OCCUR THE DE&IGNER WILl. NOT BE LIABLE FeR CO&T OF REPA1R& OR DELAY' TO THIi CON&TRlJCTION eOIL TERMITE TREA iMENT, INITIAl- &oIL POI&oNING TREATMENT &HAW- el! DONE AFTER AU- EXCAvATION aACKFILL.1NG . COMPACTING ARE COMPLETE (PER Fee 1&16.I.U GARAGE DOOR TO 6E REINFORCED TO M!:ET WINO LOAO ANO COMFR!:6610N RATING& FOR YOUR JOB lOCATION. ANY &oIL PI&TURaeD AFT~ 1"I4E INITIAl- TREATMENT &HAu.. 51! RE TREAta:> ( INCLUDING ANY BOXJ:D OR FORMED ARI!A&) (PER Fee 1&16L2.) eQXeD AREA& IN THe CONCRETe &l.A6 fOR IN&TAUATION 0.. TRAP& 6HAU. aE MAPE WITH PERMAMENT MSTAL OR PL.A&T1C FORM&. PERMAMENT FORM& MU&T eE 0fI AN APEGlIJATI! elm. PEPTl-i TO ELIMINATI! ANY DI&TURSANCE OF THE &oIL. AFTER THe INITIAL TREATMENT (PER Fee 1&16.1.3) A MINIMUM 6 MILL. VAPOR eARRIER MU&T aE IN&TAU-EP TO PROTECT AGAIN&T RAINFALL PILUTION If RAINFAW- OCCUR& aEFORE VAPOR BARRIER PLACEMENT, Re TREATMENT &HALL. ae REQUIRED (PER Fee I&I".L4) ALL. BUILDING& ARE REQUIRED TO l-IAVE A PR! CON&TRUCTION TERMITE TREATMENT (P~ FSC1616.L 1) AFTER Au.. LUORI( 1& COMPLETE ANY L006E WOOD AND FILL HU&T eE REMOVED FROM eaow AND WITH IN \2- 0fI Tl-lE 6IJILPING. THI& &HALl. INCLUDE ALL GRAPE! &T AKE& TUa TRAP SOXE&, FORM&, 6HORING AND ANY OTHER CaLULO&1! CONTAINING MATERIAL& (PER Fee 230'.1.3) NO WOOD VEGSTATION. &TUMP&, CARPSOARP, TFU&H, ETC, 6HAW- Be BURIED WITHIN 1&' 0" 0fI ANY 6IJIl..PING OR PROPO&ED 6IJ1l..PING <PER Fee 2W)I.4) ANY CONCRETE OVER POUR MORTAA OR 6'TtlCCO MATERIAL6 AL.ONG THe FOUNDATION PERIMETER MU&T aE REMOVED PRJOR TO EXTERIOR 6011.. TREATMENT <PER Fee 1&1..1.~) EXTERIOR &OIL TREATMENT MU6T aE APPLIED UNPER ALL. EXTERIOR CONCRETe OR GRAPE WITHIN 12' OF 1"I4E! &TRUCTURI! &IPE WAU..& (PER Fee 1&16.1.6) AN EXTERIOR VERTICAL. CHEMICAL. BARRIER !HALL aE IN&TAU-EP AFTER CON6TRUCTION 1& COMPLETE (INCLUDING LAN06CAPINQ AND IRRIGATION.> ANY &oIL. DI&MaED APTER THS VERTICAL aARRIER 16 APPLIIED, &HAW. aE! RSTReATIED <PER Fee 1&'..1.6) IR~IGAT1ON I ePRINKLER 6'Y'&TEM& INCLLlPING ALL RI6ER& AND 6PRAY HEAP& &HAU.. NOT aE IN&TALJ...ED llJlTH 12- OP THe alJlLDING 610EWALL.& <PER Fee 1503.4.4) CONDEN&ATE AND ROOF DOWN &POUT6 PI6CHARGE AT L.EA&T 12' AWAY FROM THS BUILDING 61PE WAU..& <PER Fee 1&0'.4.4) THE PI&TANCE ~OM THS EXTERIOR WAu.. COVERING (EXCEPTlON&. PAINT AND PECORATIVE CEMENTIT10U& FlNI&H LE&& THAN 5'&" 1"I4ICK APHEReD PIRECTL Y ONTO 1"I4e FOUNPA TION WALW AND FINAl- E!AR1"I4 GRAPE &HAu.. NOT Be L.E6& THAN 6' TO AW-OW FOR IN&PECTION FOR FUTURE ~MITE lNFE&TATION& <PER Fee 140'.1..) e CEilING RAFTER Al.L. TRACK ANt' HARDWARE &ECURED FER MANUFACTURE &FECIFICA TION& TO MEET WINO l.OAO ANO COMFRE6610N RA"tING& FOR YOUR JOa LOCATION MINIMUM 2 X 6 P.T. 610E ANO TOP FLATE ATTAC~EO TO el.OCK WAl.L U61NG 11211 X ell ANCHOR eOL T& OR &/ell X ,11 EXPAN610N 60L T& 4 EAC~ 610E AND TOP 2411 OC GA~AGE DOOR ATTACJ.4MENT DETAIL. e e e e A " CERTIFICATe Of' COMPLIANCE- &HAu.. ee l&&\JeD TO 1"I41! BUILDING PEPAATMIENT BY A LICt:N6eD PE&T CONTROL COMPANY eEFORe A' CERTIFICATE 0fI OCCUPANCY WILL. aE 166U1ED. THE! CERTIFICATE 6l-1ALL. &TATE. <PER Fee 181&.1.1) , Tl-Ie BUILDING HA& RECEIVED A COMPlETE TREATMENT FOR THE PREVENTION OF &uaTERAANEAN TERMITE&. THe TRE!ATMENT 1& INACcORDANce WITH THE RULE& AND LAW& 0fI THI! FLORIDA DEPARTMENT Of' AGRICUL ME AND CON6UMER& &ERVICE& A PERMAMENT elGN THAT IPENTIFIE& Tl-IE TERMiTe TREATMENT PROVIDER AND NEED FOR RE IN6PECTION AND TReATMENT CONTRACT RENEWAL 6HAl-1. aE! PROvIDIED. THI! &IGN 6HALI. eE PO&TED NEAR THe WATER l-IEATER OR ELECTRICAL. PANEL <PER me 104.2.6) e U6-E (I) 61MP&oN LTT20a ANCHOR AT eACH &IPE 0fI ALl- DOOR AND wrNoOW OPENING. 6ECURS TO &LAa THROUGl-I eoTTOM PLATB U&ING (I) &/&' )( 1- M- eo/. T &IZ!! ) RED l-IEAD I!XPAN610N BOL T& WtTl~ A V2" X 2- &alJARS WA6~ER AND TIGl-itEN OOWN TO 6LAa. FILL. ALL. NAIL. HOL.E& TO 6TUD& U&ING lOP )( I V2- NAIL& iRU66E6. IF 1"1411 CONTRACTOR , ~ HANUPACTURI! OR ANY OTl-leR PE6IGN P~OF!::&&IONAI- ~1iY16l! 1"148 TRU&& &Y&TEM LAYOUT FROM TH061! 6HOWN ON THE61! PLAN& ARKAY ENGINEERING, IHe 1& REQUIRED TO REVIEW ALl.. FINAL CON&TRUCTION DOCUMENT6 FOR COMPLIANCI! WITH THE PE6IGN INTt:NT PRIOR TO COMMENCEMIENT OF Tf.IE PRO"JECT EXiERIOR WINDOW6 . DOORe. AW- EXTERIOR WINDOW' GLA&& POOR& OR IENTFUNCE! DOOR 6HAW- aE TE&TED IN ACCORDANCE WI1"I4 AN6VAMMAlNUA.LJPA IOVI62 6TANDARD AND eEAR AN AMMA OR WPMA LAeEL IDENTIFYING 1"I4E MANUPACTU~E PERFORMANCe CHARACTERI6TIC& AND APPROVED PRODUCT TE6TING ENTITY Au.. MUu..ION& AND ADJACIENT POORIWINDOW A&&EMeLIE& &HALL. e! TE&T OR ENGINEERED TO iRAN&FER 1.& TIMI$& 1"I4e PE61GH LOAP& TO THE ROUGH OPIENING &U6&TFUTE IN6TAW- AU.. l.UlN00J,I6 AND POOR A66EMeLIE& PER THE MANUFACTURe ANCHORING ~ECOHMENt>ATION& TO ACHIEVE THe PE61GN PRE66URE& &PECIFIIED aECiRICAL., PLUMBING, . MEC~ANICAL-. IN ACCORPANCE WIT'" CHAPTER 411.003 (V (U 0fI TI-IE FLORIPA APMINI&TRATIVE CODE. ELECTRICAL PLUMelNG AND MECHANICAL &Y&TEM& &HAu.. aE PE61GNeD BY THe RE6PECTlve CONTRACTOR TO M.EST ALL. APPLICA6U! COPE&. 1"I4S ELECTRICAL, PLUMBING AND MECl-IANICAL 6Y6TEM& PRAWN HERON AAe aA&! UPON A PE&IGN PROVIPED aY 1"I4S OWNER TO APPRE&& HI&/HER REQUIREMIENT&. ALL E1.EC~ICAL OUTLET& IN aATHROOM&, KITCHEN, (WITHIN 6' FEST OR &INK&), GARAGE AND AT EXTERIOR I-OCATION& &HAW- eE WIReD INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT AL.L aEC~ICAL OUTLET& IN BJ:DRooM& . FIX'l'lJRE& &HAu.. ee WIRED INTO AN ARC..f'AUI- T INTERRUPTER "AFl" CIRCUIT &MOKI! PETECTO~& 6HA1-L Be PLACe IN I!ACH BeDROOM AND IN HAU- WAY AREA& ADJACIENT TO BEDROOM AND 01"l4ER LIVING AREA6 6Ar=ETY GLAZING. THE! FOL.LOWING &HALl.. aE CON610ERIED epECIF1C HAZARPOU& LOCATION FOR TI-IS PllRP061! OF GLAZING ' (I) GLAZING IN eWING POOR&, FIXED AND &l..IDING PANEl- OF eLIDING POOR& A66EMeI-IE& e- (2) GLAZING IN POOR& AND ENCLO&uRE& FOR HOT 'Ne&, WHIRl-POOl&, &AUNA&, 6TEAH ROOMe, aATHTUe& AND &HOWER&. G!.AZING IN ANY PORTION Of A BUILDING WALL. ENCL061NG THE6e COMPARTMENT& WHERe THe BOTTOM EEXiE 0fI THe GLAZING 1& LE66 THAN t-e' ABOve THE DRAIN INLET (,) GLAZING IN INOIVlPUAJ... FIXED OR OPERAaLE PANEL ADJACENT A POOR Ia1ERE TH! NeARE&T VERTICAL EEXie 1& WITHIN A 24' RAPIU& OF THe POOR IN A CL06ED PO&ITION AND ~6E BOTTOM EDGe 1& LE6& THAN 60- ABOve THe FIN16H FLOOR OR WAJ..I(ING 6URFACE (4) GlAZING IN AN INDIVIDUAL FIXED OR OPERAaLE PANEL OTHER THAN Tl-I06e lOCATION& PE6CRleeo IN ITEM& (2) ANt> (3) ABOVE. THAT MEET& ALL OF THE FOLLOWING (AJ EXPO&ED AREA OF AN INDIVIDUAL PANE GRE!ATER THAN ~ &<;I. FT. (a) eoTTOM EDGE LE66 THAN 1&' Aeove THe FLOOR (C) ToP EEXiE GREATER 1"I4AN ~" ABOVE THe FLOOR (0) ONE! OR MORE WALKING 6URFACE& WI1"I4IN 36' HORI%ONT AW- Y OF Tl-IE PLANE OF THE GLAZING DRAFT&rOPPING. IN &INGU! FAMILY PWELUNG&, PRAFT&TOPPING& &HAW- BE PROVIPED ( PARAU.EL TO 1"14! MAIN FRAMING MS'1aER&) IN FLOOR I CEILING A66EI1eLIE& &EPARATING U6-!AeL.I &PACIE&. DRAlIT6TOPPING &HALL. eE CON&TRUCTED &UCl-I THAT THe FLOOR I CEILING A&&EMaLEY 1& eROKEN UP INTO TU.lO OR MORe APPROXIMATED AAI!A& WI1"I4 NO AAEA GReATER THAN &00 &<;I.PT. A TiIC ACCEe&. ATTIC 6PACE& &HALL. aE PROVIDED WITH AN IN~IOR ACCE6& OPENING NOT LE&6 THAN n"X36', ACCE66 OPENING 6HALL. eE ACCE&6IaLB AND PROVIPe llJlTH A LID OR DlVlCe THAT 1& E!A&ILY REMOVED OR OPENED. WI-IEN MECHANICAl- EGUIPMENT 16 IN6TALL.ED IN THE ATTIC, IT &HALl. aE IN6TAL1-ED IN ACCORDANCE WITH MECl-IANICAL. CODI!. ACCE66 1& NOTREGlU/RED UJl..IEN THE CLJ!AR l-IElGHT 0fI Tl-Ie ATTIC &PACI!, MEAeURED AT THE ROO" PEAK 1& L.E6& THAN 24". &TRAP ALl.. l-IEADER& A& &HOLlIN WITl-i (2) &IMP60N L&TA 20ft OR EGlUAL I=L.AT &TRAP& AT E!ACH ENO, FlU. ALl. NAIL. I-IOLE& WITH 100 X I In' NAIL& \ ATTAC~ MINIMUM 3/4" F.T.6UCK &TRIP THAT 1& Tf4E MINIMUM WIOT~ OF DOOR FRAME U&ING .091XI 3/ell T - HAIL.& MA><IMUM lOll OC. CAULK OOOR FRAME FER YOUR MANUFACTURE& RECOMMENOA TION& &ECURING PREI-lUNG TO etJCK &TRIP& PER YOUR MANUFACTURE& IN&TRUCTION& TO M!:ET WINO lOAD& ANO COMPRE&&ION& RATING& FOR YOUR J06 lOCATION. ALL. ANCOOR &cREW& MU&T PENetRATE 6L.OCK WALL. A MINIMUM OF I 1/4. AND TI4ERE 614Al.l 6E A MAXIMUM 1/4" 6PACE BETWEEN euCK ANO OOOR JAMB DO DO 6L.OCK DOOR ATTACf.4MENT DETAIL. ALL WINDOW AND POOR OPENING& TO HAVE MINIl'1JM (1) KING &'tUD PACK eACl-i &101: Of: OPENING& NAILIED WITH 160 COMMON NAIL& 12' OC I!ACl-i &IPS. NAIL 1"I4ROUG'" TOP AND SOTTOM PLATE& WITH (V 16D COMMON NAIL& &TUD WALL PER PLAN WAL.L./ J.4EADER DETAIL. ATTACH WINOOW TO &TUD& T~~OUGH WINDOW FIN PER YOUR WINDOW MANUFACTURE IN&~UCTICN& TO MEST WIND L.OAD AND COMPRE6&ION RA TING& FOR YOUR JOa LOCATION CAULK WINDOW PER YOUR WINOOW HA~'UFACTURE& epECIFIC RECOMMENOATION& TO MEET WIND L.OAD AND COMPRE&&ION RA TING& FOR YOUR JOa LOCATION TYPICAL l-iEADE ATTAC~ MINIMUM 3/411 P.T. BUCK &TRlp THAT 1& T~E MINIMUM WIOT~ OF YOUR WINDOW FRAME U61NG .09' X I 3/e' T- NAll& MAXIMUM lO" OC II CAULKEr,) WINDOW PER YOUR WINDOW MANUFACTURE& &pECIFIC RECOMMENOA TION& TO MEET WINO lOAD ANO COMPRE6&ION RA TING& FOR YOUR J06 L.OCA TION 6ECURING WINDOW TO BUCK &TRIP& PER YOUR MANUFACTURE& IN&TRUCTION TO MEet WIND L.OAD AND COMPRE&&ION RA TING& FOR YOUR JOe lOCATION. ALL ANC140R &cREW& HU&T PENETRATE 6l.OCK WALL A MINIMUM OF 11141 AND TI4ERE &HALL ee A MAXIMUM 11411 &PACE 6ETWl:EN 6UCK ANO WINDOW FRAME eLOCK WINDOW ATTACI-4MENT DETAIL , EXTERIOR &TUO WAl.L WOOD WINDOW ATTAC~MeNT DETAIL AAKAY ENGINEERING INC. &TRUC'1'I.lRAL. ENGINEER& RICHARD I- KIDOI!Y P.I!. flORIDA LIC2N6! NUMBER '-m6 Il-IERay CERTIFY THAT Tl-IE&E PLAN& AND &PECIFICATION& WM PREPAREP BY MI OR UNDER MY DIRECT 6UPERVI&ION ARS IN COMPL.IANCB WI1"I4 TH!! FLORIDA elJlLDING COPE 2001 FOR 110 MP~ ( , &ECONO QU&T ) WIND ZONe. W MPl-i M6TE6T &PEW Jl -1::--11 ,..\. , :.;iifiiijjjl! -t~!~ o ~ CI) o z ~ <:J U ~ fI) zllllllUl;;; -.. <c &t ~ 0..... Cl)o.;MU) z>-MM:! 9!coce><(,) tfiClOo~ffi OcnQ2 :E z~~~~ ~:z: .. 0 (,) C(cn~~~ ~:)(jC'ol~ >-"LLlIl}S ONQ~"" ~!~~~ (,) - IE ~ o ~ ~!lm~ ct\N. · d~1 ~ d~~ ~i~d~ m- N '0" _ r ~ ~ \!Jtij ~ __ I ali~ I ~u! )-fZ:=~a. ~ G ~~~ ~ { .A :f ~- -.... _v- '~u.-J ~~~ iiJi ~ ~ '<t I ~ l!! ~ a ~ ~ ~ I 3 II ~ ~ ~ ~ ~ ~ () ~ . () z ~ ~ ~ Q - - ~it ""'~ ~;;j ~ i:: i ~ ~ ~):~m ~;t~~ ~ ~~~ ~ ~~~ <: i} !U ~ ;'! \') ~ ~~ )- ~ 13 3 LIVING GARAGE .NT,." 14" 421 " TOTAL lca42 FG to OF to ARKAY . 7312.