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ES~2 ~~ a<JIAO<:ld 0.1. J.dW,U.I."t HJ.I"t:l 000':;> loll 111m l!:IaN':;>193Q 3H.I. "l::>::i('(~d ElH1 l-lO~2 l!;IN1.l.1rroa~ ~ :iO J.f1() ':;>Nl91~'t ('V332 ..L.3N<lIOU"t 319"1'N~"1"3<:l ':;>Hlan1::>NIJ 93iNadX3 aN't 939901 '9Wl~ 11't WO~ ?JGNl!;II9:!a ~Q ClN't '~INt.aQl '99a1W<!lI'tH C110H 0.1. 933<!l1l!;1"t 3~<!lI3H.1 C1N"t 3-::lN"t~ ..w1jaOf11 ON i31~~"t'j ~':;>I~ 3HJ. .1"tHJ. <aClN"tJ.i~3ClNn J.N311-::l 3HJ. ~ IIO,Y \\" \\" ~ \'j) lD_ \ ~ is o i ---------- -~- 1101.01 W~ WX3 3~1::i:20 Il~ ,II H<a ~ \ lD_ -<J -bo. is o ~ -~ ~ o \JJ_ ~ -!. ~ nO ,Y q lD_ ~ \JJ_ \\" \).} q ~ o ~ q ~- o \)1 q . ~ U!. q, :v-.06l'V' W"ta6l C1N06l OJ. i~NIJ.OO:S WO?!l::J 9CI0~ 1"t:ll.L?!l3^ ca. 49S ~ (0 r-. (J) - - z - C) ~ - (J) ~ . lIJ U ~ It) c Z t'.I - II) ~ 4 .. ~ Z I- ~ ~ - C) ~ u - :J ~ [t 13 0 ILl ~ - ~ c u a: r-. Z >- 0 r-. ~ j o a: ..J 0 0 (J) ~ U. t'.I U ~ ~ ~ ~ aJ ~ ij - II) ~ U I ~ f8 lIJ ~ j: ~ c ~ z z ~ < ILl ILl ~ C 0 c ii: ~ ~ IX ~IDGlE VENT ./ ........ 12 6~ . ~ :.. ...... . . , ~ . ~ -- - . . . . . , . . .. .. .. .'. 10121 OJ". .. .. . . . . . .. .. I . . . . ~ . . . I , f 1 1210. . ~ . . . . . . . ~ ~ ~ I I I ' . . . . . . . . I I I ~ ~ ~ ~ ~ ~ if .~ 'F==l ~ ~ ~ ~ . . . . . . . . . ~ ~ ~ ~ ~ ~ . DECCAATIVE CEMENTITOU& FINIel-l. . . . ~ ~ ~ . ~ ~ . . . . . . . ~ ~ . f f .. ~ ~ ~ ~ . . . . . . . . I I I ~ ~ I I I I I I I I J r r I I II I I ~ ~ TTTT ~ ~ ----:..- ~ ~ . ~ ~ .l.II= ,B.JJ!" :I:;I: TT 1 I I II I I I I I I I I IIII I r rfffTfl p p:::;: f ~ ::;::I:;: PI DECORATIVE CEI1ENTIToo& BRICK FINIel-l ~ g ~ r ,1.._1.._1.._1._1._1._1._1.._1.._1.._1._1._1._"'_1._"_"_"_"_"_"___"_"_"_1._1.._I.._J._J._"_"_"_"_"_"_J._J._J._J._J._J._J._J._I.._I.._I.._J._J.";L ~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~- H. () I: f- S N ~ () ~ Il1 ~ ~ ~ () ~ 3 (:Q ~ is 0- ~ g ~ ('\ FRONT 1/411 = 1'0" ELEVATION ~ \2 6~ RIDGlE VENT I . . . . . . . . . . [ZI:J . . . IW . . . . . I . ~ . . . . td lIdI . . . . . . . . . . . . . . . . . . . . . . 0 0 . . . . . . . . . . . . . . D D DeCORATIVE CeHENTITOUe FINleH' I I I . . . . . . . . . . . . . . . . . . . III . , -------------------------~------------- ------------------------------------------------------------------------------ ~ ./ ~IDGlE VENT 12 ~6 - I I . . . . . w . . CEJ . . . . . . . . . . 1==='4 . . . . . . . . . . . . . lIdI lIdI . . . . . . . . . . . . . . . . . . . . . . 0 0 . . . . . . . I I DECORATIVE CEHENTITOUe FINleH D 0 TI-' . . . . . . . . . . . . . . . . . . . . . . f-rl-t oJ r ----------------------------------------------------------.------------------- --------------------------------------- LEFT 1/4" = 1'0" 1/411 = 110" RIGJ-IT ELEVATION ELEVATION RIDGlE VENT ...... 12 6~ L I , 121 O.H. ~ ~: . .~ ~ . ,'rr7r:1l ~ . . ~ ~ ~ , , ~ ~ o . . . .'. ............................ D~RAT~ CEHEN.TITOUe. F'':'leH .' .' .' . . " '. '. '. '. '. '. '. '. ------------------------------------------------------------------------------------------------------------------------------------------------------------_:_---.:_---_:_----_._-----"------'------'------'------'----.:_-----'------------------------------------ REAR 1/4" = 1'0" ELEVATION ARKA Y' EN<#INEERING INC. &TRUCTURAJ.. EN<#INEER& THE Cl..lENT UNDER&TAND& T~AT T~E DEeI6N!:R CAAAIE& NO LIAelLITl' INeUAANce ANt> 114EREfORE AGtREEe. TO HOLD ~ARMl.ee.e.. IDEMNIFl', AND DEFEND DE616N!:R FlQOM AU. CLAIMe., LO&6E& ANt> EXP5Neee (INCLUDIN6 REAWNA6LE ATTORNEY' FEE&) ARJ&/OO OUT OF OR RE&U1.TING FROM 114= PROJECT. THe Dee.IGtNER WIl.L. IN CrOOD FAl114 ATTEMPT TO PROViDe ERROR FREE CON6TRUCTlON DRALUINGte.. BUT IN T~e EVENT ERRORe. OCCUR THe DE&IGtNER LUlU. Nor BE LIABLE !=OR C06r ~ REPAIR& OR DELAY TO THE CONeTRUCTION RICI-lARO L. KIPPEY P.!. FLORIDA I.ICEN~ NUMeER '12% (HERBY' CERTIFY' THAT Tl-IE6E PLAN& AND 6PECIFICATION& WA6 PREPARED BY' Me OR UNDER MY DIRECT euPERV1610N ARE IN COMPLIANCE WITH THE FLORIDA 6U1l-PING COPE 2001 FOR 110 MPH ( 3 e.SCOND c:.u&T ) WIND ZONE - go MPH FA&iE&i WEED . o-.t !l ~ ~.s -= I -..tt 4!oa ~ .~ ~I 't <C o - 0:: o .J 11.. r- OO It..l LL1.J 1-- ZI: W~ O~ ..10. <W ZN 00 -< gJO wo:: 11..)- Oft 0::111 a.... ~ffi W:J }--<C :Ie l!)~ :l.. <0 eM ~ :I ~ .. OW ...1: a;1 <i > ! i o ~ ~ Q 9 ~ ~ ~ 0 3 ~ }:. Ul z ~ ~ " ~' ~ ~ i:: t::: ai ~ Q ~ m ~ ~ ~ ~ ~ ~ i) ~ ! ~ \J ~ ~J~ ct\ N. · n:~8~ . ~~~8 o ~~-:J :; hi~ ;?;! II: ;- N '0 w! ! _ t) - ~ I ~ co ~ ;;: ul w~ I -. ~ ~ ~~~ ~ f .A :t 0- ~ -'-'- <D~u.-J ~jOi ~J~ o ill ~ t!! <( n crt ~ ~ o ~ Q ~ ~ ~ ~ it ~ ~ ~~ ~~ l~ ~~ hsA ID~ ~~ ~~ ~ OFFICE AREA€> 382& eQ, t=T, ENTRY AREA 14 eGl. FT.. TOTAL 3899 fOG 2 OF S ARKA Y · o to!; VERTICAL. ROP& FROM FOOTINC,& TO eoNP eEAM AeoVE o N es' oU 4' 0" IS' 4" ri ..; 11' a" ~ ~ ------------~~~--------------------------- ------------~~~---------------------------~~~R---- II' aU 4' oU IS' 4u ----------------------4G~~---------------------------~~~-------------- _______________________________________________________________________________________________________________________________ J __ _ Q ~ 2- V.T.R. 0 ~ 0 ~ -an "t -C in "t -01 ~ ~ , , , 1 1 1 1 , 1 1 I I 1 1 1 , 1 Q 1.., ,J , 1::! Q ~ ~ Y.T.R. VERTICAL. ROD& n-IA T ARE NOT IN ORI<!JINAL PLAN LOCATION& CAN PLACED BY DRILLIN<!J INTO FOOTING& AND ueE !ORE BOND EPOXY OR EQUAL TO eeCURE TO FOOTING&. = C ~ - ----------------~S~-~9~----------------------- ~-- 16" eYEeROW -------~~~--~s~-------- --------------------- 16't EYEeROW 4' 0'1 21' 411 r- ---------------1 1 I i ~J~li . I ri .-: > ~ o I , - - - - - - - - - ~s ~ - ~9~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -:- - - - - - - ~s ~ - ~S~ - - - - - - - - - - - - - - - - J 16" EyeBROW I' 16" eYEBROW 14' 2" ~ 21' 4" , ~ 4' oU r--------------- -I , , il~I_~y . I 161 )( " 41 )( 6' 01 CONCRETE PAP WITH (4) 1'& REaAR EACH DIRECTION TIED TO YERTICAL. ROP6 IN COLUHN6 / THICKEN eoa.S 6L.Aa 33' 4" 2' 0" 8'2' 0" 2' 011 8'2' 0" ~I 0" es' 0" FOUNDATION 4 PLUMBING PLAN ALL FIXTURE 1.OCATION& MU&T BE VERIFIED FROM FLOOR PLAN AND 1& THE REepON&fBfUTY OF P1.UMSINet. CONTRACTOR TO PLACE FIX~E& IN CORRECT 1.OCATION. PLUMBING CRAIN LAYOUT WILL BE DETERMINED IN FIElD BY CONTRACTOR. t.:0- , ,.~f{ if'<''-J '1' ~^,"iJ THE CL.IENT UNPER&TANP& THAT THE PE&luNER CARRIE& NO L.IABIUTY IN&uFUNC& ANt> Tl4EREfORE AGREE& TO I40LP I-lARML.E6&, IPEMNIFY, ANt> PEFEND PE&IGlNER FROM AU- ClAIM&, L06&E& ANt> EXPEN6e6 (INCL.UPINu REA60NAeL.E ATrORNEY FEE6) AR1&INU OUT OF OR RE&uLTING FROM THE PROJECT, THe pee.!uNER WIL.I. IN GOOD FAITH ATTEMPT TO PRovn::>e ERROR FRS! CON&TRUCTlON DRAWING6, elJT IN THE EVENT eRRORe. OCCUR THE PE&luNER WIL.I. NOT BE L.IAeL.E FOR coaT OJ: REPAIR& OR DaAY TO THE CON&TRUCT10N 33' 411 1/411 = 1'011 , \~ ~11AelW'~ fN \ 6 t;.l2- rl o ~ I ~ I , 1 , , , I , , 1 , 1 I , : ~ : -()1 , I , ~ ~ ~ I , I 1112- Y.T.R. 1 1 I , 1 , I , , ,= :0 1- I~ I , I , , I , , I ~ ~ -"" o in "t o o in c "t! "0 -~ ARKA Y ENGINEERINct. INC. 6TFa1CTURAl- ENGINEER6 RICI-lARP L.. KIPPEY P.!. FLORIPA l-ICEN6E NUHeER 3m6 I HERey CERTIFY THAT, THE6E PL.AN6 AND 6PEClfICAT10N6 UJAa PREPARED ey HE OR UNOER MY OIRECT euPERY1610N ARE IN COMPl-IANCE WITH THE FLORIDA eull-PING COOS 2001 !=OR 110 MPI1 ( 3 6ECONO GU6T ) WINO ZONE - ~ MPH FA6TE6T 6PEEO ~ - ~ 4 ~ j c.j I ~ ~f '-~ ~Od ~ .~ ~I ~ <( C - 0:: o .J IJ. r- OO ~.J w.J 1-- z:I wO:: u~ .JD.. <(w ZN 00 -<( mo 1110:: ~~ D::w D..I- ~~ w:J 1--<( :IC ~cXj ~.. <(0 OM ~ :I ~ .. ~~ ~~ U U) " (I) '"'" Z .... C> ~ (j) ti 11) II) ILIa Z N t'- - 11) 11) -' ~,~ gJ ~ ~ ffi5~~ ffi a 0 0:: ~ z>g~~ o 0:: r. 0 0 (1)0::.....('.1 0 ~~~~~ ~ ij u ~ ~ ~OJlUU) ..... ~~~~ ffi a 0 a - (j) lL. lU ~ 0:: ~ ~~8l~ l'l\ N. · d~~ ~ ~n:i - ~ ~-a ~; :~r~ ~ '6 -~ n: ;- N '0 W! ! -Q) - III " ~ 0 I -zeQ ~ l;::u} w~ I -. ~ ~ ~~ ~ r <( :f~t;Q ~~u..J :lJ'oi ' tJ1i ~ () ~ I () ill ~ ~ ~ n ~ (il a ~ ~ ~ ~ 0 ~ ~ ~ cC\ 2 ~ () ~ Q I . ~ ~ ~ ""' ~~ ~ i:: i::: ~ ~ ID ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ It ~ ;t i~ ~~ ~~ h~ ID~ ~~ ~~ ~ OFFICE A~EAa 382& 5Q.. FT.. ENTRY A~EA 14 5Q.. FT.. TOTAL 38gg PG :3 OF S ARKA Y · @ / '... / F' 4' /1 ,I, IN / , I / " / a' /' , '-. , , / , .. / " () / 'r. 2>< 12' ~A / "- " "- "- "- "- r, / , / " 16' / ~ /1 "J'\.'-. '-.'-.'-. '-.'\.'-.'\. '-.'\. '\. '\."-"- "- "- "- "-"-'-. r, / V , / '... ~/ / , / 2 >< a 1P2 YelLOW PINE / r @ RIDGE BEAM TYP. / 2&' 0" MAX , END Nor I!XPoeED TO WINO , TRUeaE& Baow el-4EA THED RIOR TO yALLeY FRAMING & T ALLA rlON 6 1P2 YELLOW PINE LLEY FRAMING TYP. COMMONTRUea 2 >< 4 NAILER& TYP 2 >< a 1P2 YELLOW PINE RiDGE BEAM TYP. etMPWN 1-43 FRAMING ANCl-lOR TY P. ~ 160 TOE NAIL& . RIDGE BOARD END CONT, 2 >< 4 NAILER TYP 2- 160 NAIL& PER TRUe& BEVel CUT TYP UP& RT3 OR etMF'WN 1-43 I-lURR &TRAP 4&" OC TY P. 8eCTION "A" .. "AII 2 >< a 1P2 YEL.LOW PINE RIOUE BEAM TYP. 2>< 4 YERTICAL ecAa .4&" OC MAX CONN. WI 4 16D NAIL& . TOP . uap RT3 OR elMPWN 1-43 ~RR CLIP AT BOTTOM 2 >< 6 ~ YEL.LOW PINE RAPTER . 24" OC 2 >< 4 CONT UP& RT3 OR elMPWN 1-43 I-llRR &TRAP EACH END \0 ~ r-r- f7 UP& RT3 OR elMPWN 1-43 j..jtJRR &TRAP . 4&" OC TYP. ROOF VALLEY DETAIL TYFICAL CONY FRAME VALLEY DETAIL ALL CONNECTOR& ON YALLEY FRAMING DETAIL I-4AVE BEeN REVIEWED AND elZED FOR COMBINE UPLIPT, eHEAR AND LATERAL LOAD& PRI-ENG. T~E& &IMPWN ~IO WI & - ad TO TRUM . TO BeAM &Ee FLOOR PLAN &IMPWN AC4 MAx Poet TO BEAM ANCHOR &- 16D NAIL& TO PoeT AND 12-16D NAIL& TO BEAM 4" X 4" P.T. UJOOD PoeT TYPICAL WOOD BEAM A& &~N ON pLAN& 112M -1080 LOW CARBON TI-4READED ROD THROUUI-4 CENTER OF BEAM ABOVE DOWN THROUUI-4 CENTER OF COLUMN CONNECTED TO ~/a" >< 1" ( In" BOLT &IZE ) REO I-4EAD EXF>AN&ION& BOLT WITH A 1/2" -AS&3 COUPLING NUT ANO A 112" >< 2" eauARE WA&HER TIGHTEN DOWN TO &LAB. uee In" >< 2" >< 2" eauARE WA&I-4ER AT TOP OF WOOD BEAM WITH A -AS&3 In" NUT, TIGHTEN NUT DOWN TO COLUMN CAP. ~ F1BERCsLA&6 COLUMN& PORCH 5LAB &es FOUNDATION PLAN DRILL HOLE MINIMUM 2" FROM ALL EDGE& OF CONCRETE &LAB &IMpWN ABU<< WI 12 - 16d COMMON& TO PoeT - (I) ~/&" X 6" ANCOOR BOI.. T MU&T HAye 2" MIN CONCRIiTE EDGE ON ALL &IOE OF PO&T ANCHOR TYPICAL 4" &LAB -4 }( -4 WOOD POeT WIT~ FIBERGLAee COLUMN lOll ~6 , u &TrQUCTUFCAL FIBEFC GLA&& COLUMN THII CL.IENT l..NPElOi1&TAN06 fHAT ""I PE616N.ER CAARJE& N() L.tAell.ITY lNelNANCl! AND THEREFCRII AGiRE& T() HalO IU.RML.E6&. lPS1NiFY..AND PEFENO PE616NER FROM AU.. CL.AJH&. L06&E& AND EXPel6E6 (lNCL.UPING RI!A.6CNAeLI ATTORNaY' FEE&) ARJ6m ~T OF' OR REeu.f1NG FROM TH& PR()JECT. !HI PE61<sNEA WILL IN ~ 'Am~ ATTEMPT T() PR()YIPi! ERROR FRS caN&fRUCT1ON PI'UW1NU&. eYT iN Tl-li &vENT ERROR& OCCUR THI DE&IGiNER WIU. NOT ~I LlAelE FOR ca6T OF' lQEPAIR& OR PaAY T() "..11 caN&fRUCf1ON \0 ]; () N () -10 11&' a" " ~ 1111 11111/ 1111: 111..1 I III 1/1 I II ~" " -- -- - f---- f--- f--- f--- r-- r- -- -- -- I f---- f--- f---- r--' r-- f---- ~ - - - - - - - - - - - f--- f--- r-- I-- r- f--- f--- r-- r-- - - - - - - - - - - - - 11 V r-- f--- r-- ,...- r-- f---- f---- r-- f--- r-- r-" f---- f--- r-- f---- ,...- - f---- f---- f--' 1--. f--- r-- f--- r-- r-- r-- f---- f---- ~ ,- ~' .." CEILING& G:RDER TRUM / / / " ,// / / g'... CElLlN66 / ,. 12' a" / I II ~f---- , ~ II ii, , , :1: , , S2' a" 3' 4" 11' 4" / --- -------- 11 " ,~ II "II -- - - - - - - f---- f---- f---- -' - -, - r-- f--- r-- r-- r--- -, - ii - f--- f--- r-- r-- - - - - r--- f---- r--- f--- ~ J ! ~~~. A'. 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