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94-3923
BUILDING PERMIT Permit N ~ CITY OF ZEPHYRHILLS (813) 788.6611 _ 3923,t? ~ - ..2:l"?'1 / ~ . J-fD ~ ELE,~' PLU~' ~AL Sewer Conn Water Conn: Pwperty owne'~~~~ '~~rz Wote: Mote' Job Address: _ _ __ ~ _ __)A. T.I.F. s. ParceII.D.# /~- :110'" ;21- Dj&O - O/JI)I)/)- 01#0 Date Zoning: Description of Wo NO OCCUPANCY BEFORE C.O. FINAL C.O. - ;1 9- (( DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances, DATE Valuation or t) V Contract Price ~ IJ ~ 7; Permit Fee Signature Company Address Telephone# City License Registration # / ~ D ~ State Certified License# d. I- eO,..:3 f 6 U BUILDING Ftr. 4-l...\ Iq ~ ~ Pre SLB 4 -2,.\ -'i 4- B lLD Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Driveway ~ REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. - A,:'\'I.IC^"10N pun lll::ItHl'l' l:I1'Y OP ZIWIIYltIlIl.I.S UUll..lHHG lH~ll^,tnll::tn / "<- .1), ~ /leE /}LI4fi1 \llllln:ss3~S'fS" P!lLfI1 ()((OI!E j)fL . )Iltl FKf.\-1\ R.D l:.~ ~ D A 'lE.s- HlII I.OCJ\TTONWr-- ~/'f ,? J'f)::lf LE::wtJ/IJS 'I ~Plll.I CANT -. PIIJ~E 7J>02. -.;1.1:.1 (". .oR I l.m"suE.5:i> x YiJ AREA sq..."r.S~j In;!" II 1::<> (:IU PTI (IN I l.O'r (s) BLOCK SUBOIVISION l'AIH;EL I.O.IL....!.....__, }//- d.b-;{/-OI/;'O"'O{!)t}{KJ - tJ,/I./D ./ ~IOItK I'IWPOS!~O:~New Const.ruct IOf\(__Addl-t ton _Alteration' .......-,..-Repa I r _Insla II _,.,._5Ign/Temp. I'IWI'OSEU IIS"~: _'6Ingl~ Family _Sign _t1ove __Oemol i5h _tl/P _U of Units ._tl/:" __Commercial _lndu6t. _Swtm. P~ol Olher IIIIII,IlIHG SIZE, JL~,_ ...-:.._Restourant & lIe81~h PepartOlent Approval up <5, ~11U("'Q f'e~t I I/O?;n 9,/ " lie I Bill f ,n:~illIENn"".1 ATTACII (2) I)I.OT Pl.At~S , (2) SETS Of nUlUHNG JII.ANS , (1) SET J::NEltGY "'OnWi," cutltlEHC1AL I 1:lurACIl (l) ~I~T~ OF' IIUll.IllNO l' I"" US " (1) 5l::T t:Ul::ttG't fOIUIS.... '* COI)Y Of' COlfl'HAG'l' l~t~qll1tU:ll. j ~",.~",~",~r '.. 1""_"'.0 ,..p. <~ ::.' UU1UHNG: (~ ';<-"'1.:.;, _t:l.ECTRI CAt. rf.~MITS Rf.QUESIEU 1 ;;,!::,.,>, Jf.t?3,liG~""v~I::~ hon of T~i~i:,~JJm~1:fIOi(', AtlP Set'vlco Florida I)ower Corp. I' i ~U.~.E.C. ~'F.CJlAHl CA 1. $' _Valuation of Hechanh:al Instul')otlon _Pl."~tnING OAS ROOFING " SPt:CIAl1'Y - TYI'\:: Of' CONSTRUCTI0Nl _Oloe'< ____frame _Steel ..,.. - Olhe r . ,... tll sm:p F't.OOl~ 'i:I.F.VAT10HS 1__f'1'. .\Hdl.Ut:f\ . . ~~..w....~............................,~~. 1(1 c( f)lftJi1J/6~' WHT~:~:~~neEC'liOU /ie-€.. ./J~i1J!l. . . I. '., ___h. , ~~ StSfC Cert. or Rcght.," C~c>-'~~vzr- _ . . City hl~ell&e 'Uelllstnatlnll /1/ . ____ .......,........................,....",.. S IltllO tUl'e J;;l.l::G'l'UH~lAN Company State Cert. 01' Reght. ,II. City License Realstratlon U "..,.............."..,',.,..,.~......... 1 ~ -.- Slunnlur.e l'J.UtlUEU Company h State Cerl. 0' ~eBl&t, II Clty l.lconse. PetJh'.;.r4'Uon II: ,......,....",...,...,..,.......w,....... . - ~ ~ blil ture .' t J t1I;:CUAtlIGAL-_. Company SlULC (;el'l., or nl:'llllit. II CIly '.Icellse Itcohlnttlnn II ,.,~,....,...~...~....,.,.,...,........,.. Slgllotllrc UTIIE!L- Company I SLoLe Cerl. or Regiijt. 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IIn(l.hl'l n h 1111" Ih'''''"9 tequirelen', Iry .pply f"r 'he 'n'elld~3,UO'~, 'h., .r. .dyl,ed '6 ,.n'I't 1'1 C'ly .f l.phy,hl'" Bul'dlng D'P~"""I t81l1 1811-6611. , fu,'be,.or., If lhe "N~tr ~Il h'rrd I ["n"I[l., Ir rl~"lc'"". h. " .dyl,.. ,~ ~IY' lh. ,"nl'6"."II 'ltn 'D.""". "' I~. '(on'",'o, S~c~Ion,' of '~II 'ppll'I'lo~ ferr IIh'," 'b.y 11111 b. ,e'p.n,"I., If y..u, II 'h. .lIne, 11'11 '1 lL. lll"l,.cill' Y"u ile i~dlutln, thl' Y"u, ,ulhr. 'lI..1i \he Unlruhr, II' ,up"nl'bl. f., lhe w.r., If "'I ,"nhuhr lI"ton Y"U III .i~1I '5 un"""'r 'h.' IIY be .n IndluU"" 'h,' he " rIo' ,rllplllr lIu.,"d Ar.d II f.., 'AU".. '" p,ral""'9 p.ivih,u iI, II.~ City ,,' l'phy~)ill.. C. TRAN'}PORTOT I ON..-!l1Pfl~LffES ~N!Ll1IJ.L I TV GillitlgGJ.JlllLE1i~ft f). GnNS Ift!1G.I.J..!!rLh-I EN-kll\f: (CttI\P!ER ? 13. fl.-OR I UA 6TATUTES, AS AMENDE U) l u,llfr lh',' I, H.e ',pliun', hlv. ~II" pnvUd lI"h.1 upy of 'rh,UII, t...lt"UCU,,, Utn hll _ IIUUlIlltr', l''''h(li~" 6~ld.' p"p~!.4 ~y"h. fl"ld. 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Ihl Inh,.ded IIL.k, wll4 11,.1 it 1\ .Y rupollllb"ity lo 'dentlfy IIhi' "".n, ~ .u,. like h h 'n nip"."'" &1:'" .,u.c.~.~ "'llud. ~lll lie h~' luihd I~I t , , ~eU!..!!t!luLfn.'!1nf!!!nhUu!!1tU!! . en".. "r"1I4I, II.' IIn4 Areu Iftd mv., )lIlen'.."y Sus" I ~t I.hlh. - W.'.r/W..'.w,'e- 'r'.'I.n' .. :. , ~~!!i!u!!!U.hrJ!!!JW1L.I1!!l!!lU!'1L1l11IJu . ".Ih, Cn"n hyt,ud.. ~e'hrl' Ai.n.' ~Htr'lrl' lI.h,i...ru', · 6[!LfiULU.!JliWlll. hill"", .~Ih, 1t..",.U. ".It,w.YI . , . ,~, _ , . , I 2!2iLl!t!'_~' ~rt"~ , Ath.b\lllll!l1-i!!11JII. fpYl"n!enl!lJM!IL1h-Y911 ~ ~I"a, "."'V."f 'ft~l,~n', S~pll, I.nlt ' \!UnY.lr.wI!!hLtulu.lhn.A9ml - A'''''''I ......11I, / It' , " \ \. ", I 'l .h. urllfy 'h.', If fill n'nlll h h bl III" I, nllOd hilt 'A' If 'A,"t,~, " h u~de""'", Ill.l . ...hUgi pll.. .ddr',nln, · ":&.Iptnl'''''lJ V111~.., IIHI lie lullt'''.. IIMeh II prepil" ., I t'illnhll.I .,.,hlter re~i"it'r;~' I.. lI.e 51.1, ~, fID.I~. prl", t~ p.rll' 'Ilu.nl._ , '. . ! , R pt'll' I'lued sh.I' b. 'tn,'rued It b. . Ilr.na. " ,rl,.e. IIllh 'hi ..,. Ind ... II lu'h..llr l" wl"lil.~ f.nCll .lll', .~I ul nld. iny '"ovhl.'.I ..I U.. hcbnlu'.u,",~..r1"h,.lIJnu'n[,.f. ,.,." ,,,venl Ih. IUlldln, "lfl,a.I flu It.elc~'hl ,. nqulrlnr' n, I feU.., .f"n" 'In ,hnl, rfI"'''",U.., ,n vi...".", .f. '"YJtd,,( herr "flH luulI~ il,", hUll 1'lv~1 id ..unIIUlh' 1111" lull.."l,.. br lucb ,'U" h c:.."IC..'..l\hllllh t.,,'bl.f '&lUDCI,..." "'It.ulll'''lId b~ lIlI ~ffllt U . ~u.pcn'rd ot .L~~done4 f.r i p..lll. .f II. lonlhl .fl,r 'h. 'lat jh, lI.r' " J~.atn(,.~ 'Oh' 7~ d., ~Ilin,~~" of li,~, 'jt L~ .\lLII,d for lhe II"all NUh 'ee 'hn.~ ., "'.00. lh. "hnll"n ,hili h "~U'I'" '11Irllln9 '" ,~U lui"i", Dlfid.1. "" _('p.ov.d I"'p,dlu 'UI' bt I""ed durlr.t n,b 'II lu'h ~t.lod. Dr Ihl ,ulll" 11111 hu..,idrHd .,,~..d~"td. . .1 I . , M.;:J::,;-t,"""" ., I'-C.. .. ~~ARNING TO OWNER, YOUR FAJLURE TO RECORD 1\ NUT ICE OF COMNEUCEtlENl "lilY m::SULT IN YOUR PAVING TWiCE f R[JVt:MENr~ TO VOLJ/l P/lOHErtIV. IF YUI! I NlENO TU oaT A'! NO.. NBUl.... HI n. VOlm l-.ENOEH' on AN. A I tonNE Y llEFOflE RI::':OAO G . JR' NO '. CE OF CO ENCEMENT, Jona UNDER "e, 500 IN Vf\llIL UQ NOT N''=:EO 0 onD AN PO iT A I .OT ICE OF COMMENCEMEN,.... ,..', . :, PL,./>SP"'AUy I ~ ,\\,.\.,'tll/lIlllll ' \." ~~ '-. ." YA 8 ~" :s-"";..y..G ...~:~ K..,CN.- ~ ., ~ .... '.OO;1z --_:=~-----------.. ~ ~ ~~\5 ';;;;'.~_~ fHUNI\TURE..___ _ -~4> ~\5SI~.f;;;', .-1- OW~ER OR Am:& :"~& 1b~~*~ "CntnflACT'l:~~....~"':*~ ==*: U) ........., : == :: : U) :<r== 1L ~a_ ~~: #CC317612 :<:f~ * 0~Jr #CG317612 :B~ ./~/ ,c/ ~~... "...~~ PATE /.e../~... 110 \",\"",,"'f}~ OnTE ----------- L_~~____J~-~~~~~~~~~ _ _________ -~-L. ___ ~~~n~~~~~'~- - ~;t-,o;;..~am.l~s~..~~<(~ ~;.;:~ A~..e~I~~l~~.~()~~ ~ 0" </8(1....~\~ """ .' i'/i/t BUe s """, NOTARV AS TO /1. '11111/ '111\\1"'\ NOTARV AS TO d'II'1111 II" miNER OR fh'fNC__ ------ -ug-~-----_____ ~~TAAcTnR--- _..____.._ ____~.~-- __.. . A_ ~ A-..n.I?")',#. , : '9./.' ~7:.-I'A."~ MV COMN J SS ION E XP I RES ----~?.lIJ-~---- NV COI1l1I S9 ION EXPI RESe _~ "y/ -",;t.- , '~~i'.~}':~7~'T 1",:f':1::''''f'_',''1..~ '-;{',,,-\,,, ::"1""- \',f;:rr.:-Yi''I!...~.4::"--::q~f':?"~T-:::"''~'',,...;.~};;~,~'7"J;.;'', .?7;;,T ':c,';:;~t:t~9''''f-'!''!';~"7,:7~ :;'.."';'.,:. .: - :-:-1.,~"""'1~~.'..,1,\-"":;"''''''~~,,_~ --,::_".:-..,!-~ ..~---- 38545 Palm Grove Drive Zephyrhllls, Florida 33540 ACE ALUMINUM n Job No. Phone: (813) 782-2616 SOLDTO .WA~ WARD IJJIf'JD \ {fIt 'o/lRK ADDRESS )..01=-7'7'" .3 ?t'~ R .i... .e.tJJ.)()I/I S' :D 1/_ . SHIPTO_ Z~fltl y'~jjJLL1" riA .3'3S''i / DATE ~"'i -11/- q Y' PHONE. rJ r 3 - .Q .f?..3 .z ,. '" epfilc.R.En- - ~t:JrE ~LAI3 . s;2 - S-Ers crEPS .~,pLlr t3LOGk S' '--'N&- /LX?y/1 s:JfED _jtoL~3;2. L./JRPL)!Cl /~X c2S- F~~N' . r'" . \ --- , ,0 The undersigned agrees to pay INSTALLERS IN FI"Ll ON COMPL /!!14-: Clatom lure PERMIT PRICE AX TOTAL PRICE DEPOSIT BALANCE C.O.D. ',', ' , , .. 'Hir ."1" 1 -....- . . , CITY 011' 'l RPlIYlUfILl.8 BUILDING n~PAR'niEN" OWN E R ' " \~ ~ ~ 0 L Q ,f'C\ D ~ '''f-: ~ JOB LOCATIon \-D\-~4 3~o~g LED~rH As ~~ . r'ARCEL I, n. ~l :~L':"J.b- :U..:...CLI.J:,O-MrJO'" CJ t/L/D ~L// -i~t~ -. ,~__ I SIlOW ALT. .~X.:rb"TING &. l'IUlPOSJID nRUC1'UMUI GIVING nlHRN5IONS u SE'l'llACl<S, -,-- ~3' UTltITY BlJ'ItDINGS HUS'l' SHmi S;t:ZE & FOUNOATIC\N, INFOR'" MA'rxoN, · 0, I' .';, ,1\ ...l'.J.'.1!:. Y. W.A...Y....'; 1\ c.C1!:.~....a...,. .,rOR ';Q'4\^aa'~Qn I;ft'OW~ . '"lIU&r^", . .""1. ,; ~.1i~Q\Jil\!D'~.":"\~' ~ ~...,~,~,!i:'."i"~~".. ,."t", t ',", ~~~_.~..;,fl~\.. .,,'~"\li '''~4~~f: ,. , _;""'..""..'~"."i"';".'." '4 , ,- " ~ joi, , ~ .. ", t v'''~ D~\~ rtJ ,"D.T4~,{ J: i'R l~T PROPERT, 1.INE (NOTE EX1\:-lPtlHJ 1 & 2 )-STREET ~-JfLJ. ...!!j3'Od 1? L..ii:DAJL>/!4S' O~. , ':', ,:1" ~; " I'" , . ..'~ 1:' SETBAC1<9, FOR Rl, R2 ZONING \0 .....~-~ 60'-- 2. BETl3ACl<5 FOR R3 ZONIHG 60' " .lOI P E R X o I 10' P 5 '''I'f,'~L''II$. O"~ .~;.:.T'""". ' 'Af~ ~ '~... :ll'~ I . '. )'J: . ~1~ $'~.. C:lf~. ' :C~;:>, ',~ ,..W' E" .,7."N'''' D . G .: lO' , 10' f;XISTING 10' . .~Jj~~" .' . . ' ",t.;'Io '~~'f~i~;~'t/. , ;. , ,~.. :~ .!)l.~-7~'~"'" PROPOSED 20'BG~ FAM 301 DUPLEX 1 0' 101 , , .,. ~." 'L..I.~r~'" 0'.. I. 1 '. ~3t~!'i ./~ ~f ,I- . .: '(~~I~~~iJ;f_ iY.6;. '. ...' .....\:... .' _ _ :': ",' "", ",\.~").'1 .:....~I~; '~, i....l~1.,~.'I~d~H ~}:~ ! 1.",.";J>.'~' :..'t,,~'~11~:' ~(~~~...~:,:~~~~~ 201 ll'RON'r I)UOl)Kn'..v L TNt( FRONT 'PROl'ER'''V J.Hn: .J , '! , , , '" ---."... .... I ,I , I I I I I ' ,I I I I I I I I I . .. "\ I , I '1' ... \ . \ I ....~\ i I I' I ., {~~.~ ~\ \" . ... ... i .\ \ \ i, . \ I ; i I I I I ; I I i , I .1 \ : , I \ I I Iii I ! I I 1\ \ : . )"1 r t ' .;',. ..,~ I .' . i I I I , i \ I I I I I I I I \ I I I , \ \ I c-l~~l I L-:.Jj r~-::-~-=.:_-~~.- . -- __~~:,-'JJ __ ----.-- t-------- -----. -------.--~.~--+ +-___ --.--- -J ' I Z ,--- J :, r ~:-="j- .--r--:-~-..l_--,--,1 r- "__..._ '---, -::::t : - .---. 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I (/)c> 1'1' " 0'> I ' en li...l g'.E r--- ; i -'C 111 I r (/)CL~~~II Q) colOll E .~o ~ IS~J r .. .. . ~ r0 "" "'J r0 :.....J E :J --- --- .C ~ F IU~ ':.HEDCALC James B. Whittum, P.E. ::::'ate: t'=-'rcject: Lc.; J :" w';YWARD W:NDS, 380Clier:T.: Page No. 1 -: ~ t 1 (- . E ng, : lef.: T 1 fig C ale u 1 at 1 0 r:~, '~aic (A) CalcLilaticn c'" wi,d PY'essure, '~pld:t a-,d Footing ~,i." Colc-ulati~jn ,)-f wi -':d hind Pressure: P~.essure Calc..;latio'i mpr, :~ 100 Ht ." 8.::' .285 Eq...lat i: 2 fHt'1 ;:.:~~f . '... . ,2().~:S6 ;Tlph j ~-,--- i L30 J r,.~f: 17,371 uplit't .- -os'" UP 1 . t ~ ;:;: - 1 ? , 8'71 Up 1 ~ +' ": 0'" r- ,- 0 I t (,...,a II 8~dgWldU-, ;;:c 11 Eq.at "'a~lDJf :.~ 0.5 Eddswidth p~,f t...allpif :..8,29 Ib/ft ;- oot i. r':1 weigi!t w . -.,. f; T .- 12 C ,~) ~, c - 1 50 1 n 1ft lb. <: t T PL..,I=' . -. 1...: w Cone 1"7 ';:'8 pu.: = 1 'X; lc/ft b )(:..."1,/'tii<:-), lr':.Li:Jl',g ,::lab, 15 rrc"~ t.r.ar, aCE'ql,;Citf' to (tf-=:,et u~lift. , ~ ttJ~ MAR 2 1 1994 Cal{~ 8 Cdtculate Shearwall Capacity a~d Hol~ ~(WT~S TaD.!.€' j0Sf:.l ~QUlre~ s~earwall capacity U~de~ r00f 0~iY At 100 mph and shearwall le~gtn same as oldg width: Requited SolE-ar capacity of sr.ear ITlateriai IS ISO Ib, Page 2 FI'orr, '')8C Ti.7l}, ,2A, All:)wable Sneil'- feor S'le,' ;:.a: li.cle bOdl'!j IS l80le:.., 5/1b" particle board is o~ ~0r ~~eat~ing. -.--.----.----.---------.---.-------.------ CalctJlate Hold-cow'l Capacity ':, Ii ear Cap a c i t y : ': IS 0 .- - --- - - - -."- - - - - -. - - -- -- - - "iU\. ;:.;: 10 ShearCapacitj ~DC - 150C Ibs Hold Down capacity -. - .-- -- -. .- - - .-. '-. - - - - - - -.- - - - - - - -- -- -. ""0' _ _ _ _ _ ,_ _ ._ _ _ __ "_ "- -- - -. - - -~ -- - - -- --. Cd 1 ':' C Comp'-a:;:",; i \I(~ :. l rnp .~ e <-<11 i (1 Cl'0SS Beams for Shear Resistance ~~der Metal Roef Required Shear Capacity: RSC :~ 0.5 psf Ht F:SC. ::: 75.951 :b per ~ >1ea1 fuOl ~- ~ ..- -- '.- - -- --. -_. - -.- -- - .-- ~._ .__ . _ _ m. ._ . ~ ;' )<. 4 as Cross Bearr at Midpoint;: 4.:-'): - :I;::> a (' i t. 'J'; 1:::>3 3 ado r' r i rn t:;.,-, '" c. 0 ;y~ t r ..I C ':. i. ':' ""I M:3 '".1 a 1. p 1 1 0 Rectangular Co]um~s, Vlsuall~ Gldded ~dW; Lumber E ,~ 1000000 ~ c : = 8 U r, sup p 0 r t e d 1 e n 9 t r, c, f f'l e n1 t e Tl( K C Kc .- .65 For ,'est...ained end3 d . - '::- i c'cl'>es dim i 11 ~): CInE' of til";':" ~ 1 ng Bldgwidth 2 lbs bxial Fa F~r~c PS.l.. Fa -. c-,8 201 L. 2 CJ E r.. ,.) ~Sl .c. [Lc' 'd I l. _, Re-ar'arlging: . :) :j >:: La :3 '" a I 1 I' ,t.~l I l.t 'eet. Fa ~.~ _: 178,~'6Z ':1 ~.... .i. TIC lies '.... -'ISUp~')<); t ~ e"q T,r, L. t 14 . 8t~ Cre 2)(4 ,:,oss bean, e~ I. way al ,",e nld::<;~I,t .i,::, (iV, Page 3 et subs, Top plate (2-2x4'S) as ~ beam to :e~ist shear: Page 4 F' .- RSC Cone ~oad .-- BldgWidt'! 12 at center ~)f Lergth.in. t;ear. at (, os~, bear))_ I .I. '1 c 'n a x . - p ,. 4 Maximum momen~ ,In lb ~c>max .:: 25C6.384 Fb .- 1350 Wor ~,i ilg s tress, PS 1 . Momax s'" ~ C' S :< 1 .857 ReaUlred Sx tsr edge beam. Sx fGr 2-.?:"4's '" 6 .12 (T imber' Co'"s':: rvct ion Manual lOp plate ~ill resist shear forces, r'\ ~~ltJ~ 03/20/94 SBCCI SSTD 10-93 II eILE ACEPASCO ACE ALUMINuM J"MES B WHI"U~.E. MAR 2 1 199~ rlURFdCANE RE~lSTANJ RESIDENTI~L CONSTF<UCTICN WOOO-FRAMED EXTERIOR WALLS PROJECT: L.C 4 WAYwARD WIND":.., CHECK :::: )( FOR ACE A;... Ur1 102,1 BUILuING GEOMETRY NUMBER OF 5'ORIES BUILDI~G WIDTH (12.-60 FT 1 STORY,18-60 2), FT W BUILDING lENGTH,FT L LE~GrH TO WrDrrl RATIO, L/~ 8~:LD:NG HEIGHl (30 Ff MAX EAvE HT),~T H CEILING HEIGHT (20 FT MAX~,FT ROOF TYPE (GABLE OR ~IP) ROOF PITCh (2:12 TO 7:12) ROOF OvERHANG Ai SIDE l-JAL LS (4 F T M~IX). F T RAKE OVERHANG ~T GABLE ENDS (12 IN MAX), IN ::. 1 :::: 1 1 ::- E; o. 0 7 .. e 8 .- FLAT "- 2/ 1 2. :: , ... l 105 NONRECT~~G0L0R BUILDINGS (ADD LEG DIMEN~ION~) NUMBER OF STORIES NA 8 \J I L [; H'K. wID T H i, 1.2- 6:) r T 1 S TOR Y , 1 8 - 6 r; ;::), F -. W N A BUILDING L~NGTh,FT L - NA LENGTH TO WIDTH RATIO, L/W - NA 8UILlING HE:GYT (30 FT MAX EAVE HT),FT H _ NA CEILING HEIGHT (20 FT MAX l,FT NA ROOF TYPE (GABLE OR HIP) -. NA RUOF PITCH (:2: 12 TO 7: 1..2 ) - NA ROOF OVERHANG AT SIDE WALLS 14 FT MAX), FT _ NA RAKE OVERhANG AT GABLE ENDS (1~ IN MAX', IN NA 1(J4.J DESIGN wI~D SPElD. ~Ph 100 102.2 FOUNDArr()~~ l'rPE (, X AT APPROPRIATE TYFE) ). S T EMWALL l,.L::;.LAB-ON--GRADE (3 F T h r GH MAX) 2,5TEMWALL W/CRAWl SPACE (3 FT HIGh MAX) **CALC A** 3. MONOLITHIC SLAB-ON-GRADE X 4. PILES~8 FT EXPOSED MAX-REQUIRES ENG DES) 302.1 FASTENERS & CCNNECTORS CORROSION PROTECTION FOR FASTENERS AND CONNECTORS: X I.EXPOSED TO WEATHER(SS OR H D GALVANIZED) X 2.COASTAL AREA,SALT AIR EXPOS0RE(SS OR hD GALV) NA 303 FOOTINGS AND FOUNDATIONS 303.1 MATERIA....S CONCRETE MASONRY UNITSlASTM (90 OR (145,1900 PSI MIN) MORTAR (TYPE M OR 5) GROUT(3"S"MAX AGGREG,8'-11"SLUMP,.2000 PSI OR ~'l,STM C476 CONCRETE(2500 PSI MIN COMPRlSSIVl STRENGTh) REINFORCING STEEL(GRADE 40 MIN) CORROSION PROTECTION FOR METAL ACCESS. (GALVANIZED) NA NA NA X ASTM 615 X GRD 40 "'" ..". ~ "- -'" ..I"'" ::>0..........1 ::>':>ii.J lV-';.Ij FI~E MASONCHK JAMES 8 WHITTUM,P.E. HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION WOOD-FRAMED EXTERIOR WALLS 303.2 F303A F303B STEMWALL FOUNDATION(MIN 20"WIDE X 10"TH,2-#5) axe 80ND 8EAM W/l-#5 Q FLOOR LEVEL VERTICAL REINF:#5@ 8'0,(, ,W/90 DEG HOOK,25"LAP FLOOR ANCHORAGE: 2X6 SILL W/l/2"A8 SPACED PER 303.3.2 303.4 MONOLITHIC SLAB-ON-GRADE-EXTERIOR W/2 #5, IN MONOLITHIC SLA8-0N-GRADE-INTERIOR W/2 #5, IN .JAlL ANCHORAGE:2X6 SILL W/l/2"AB SPACEO/3'.'3.3.2 woe ILES PILE~ & GIRDERS DESIGNED BY REG ENGINEER OR ARCHITECl STRurr LOADS/CONNECTIONS DESIGNED FOR T-3C3G LOADS 304 FLOOR SYSTEMS 304.1 CONCRETE FLOORS SUSPENDED CONCRETE SLABS(HOlLOWCORE PER M~G DESIGN) NA ~10!'iOLITHIC SLA8--CN-GRADE( 3-1/2" TI-110\) X ( 8" A80VE F IN GRADE, DOUBLE WWF t! EDGE) 304.2 WOOD FLOORS FLOOR JOISTS(GRP II, SIZED PER NFPA SPAN TABLES) NA FLOOR TRUSSES(DESIGNEO PER TPI SPEC) NA FLOOR SHEATHING(19/32 CD MIN PLYWD,5/S" MIN PART 8D) NA FLOOR FRAMING(SPACING PER SPAN RAfING,20-24'MA^) NA BLOCKING( 4'O.C. 1ST 2 FRAME SPACES, EA END OF FLOOR) NA UPLIFf CONNECTORS -wALL ~RAMING TO FLOOR NA SHEATHING ~AS1ENERS( 10d COMMON OR 100 BOX,6-12'O.C.) NA FLOOR DIAPHRAGM(CHECK CAP WITH T-3048.304C OR sse) NA 305 WOOD-FRAMED WALL SYSTEMS 305.2 EXfERI0R WALL FRAMING T - 30':,81 T-305A EXTERIOR lOADBEARING STuDS STUD LE'\jGTH,FT :::: STUD SPACING,IN - STUD SIZE - MIN 8ENGING STRESS,Fb _ REOCIRED SPECIES - GRADE -- T--.30582 T-305A EXTERIOR NON-LOAD8EARING STUDS STUD LENGTH,FT ::: STUD SPACING,IN :::: STUD SIZE :::: MIN BENDING STRESS,Fb :::: REOUIRED SPECIES :::: GRADE ::: PAGE 2 NA NA NA NA T W 12 8 X NA NA 8 24 2 x 4 225i) hEM/DOU(:' FIR ...., "- 8 24 2 X 4 2250 HEM/DOL,S FIR 2 ~lLE MASONCHK JAMES 8 WHITTUM,P.E. HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION WOOD-FRAMED EXTERIOR WALLS F-305J F305K S8C1797.~3 T-30SC GABLE END WALLS: FULL HEIGHT STUDS(8ALLOON FRAMING) ST~DS STOP AT TOP PLATE(PLATFORM FRAMING) SUPPORTED HEADERS: **CALC A.-.* UNSUPPORTED WALL HEIGHT,FT = STUD SPACING,IN = HEADER SPAN,FT ::: NO. OF HEADER STUDS SUP END OF HEADER = NO. OF FULL-LENGTH STUDS EA END OF HEADER = UPLIFT CONNECTORS P~OVIDED (~ .?:)S~) ,305E 305,3 CONNECTIONS FOR EXTERIOR WALL FRAMING ~pp E,T-305Fl & 305F2 FRAMING MEMBER CONNECTIONS UPLIFT LOAD AT SIDE WALL~ **CALC A** SLOG WIDTH,FT ::: STUD SPACING,IN ::: ROOF ,CEILING DEAD LOAO,PLF = UPLIFT L0AD,PLF = UPLIFT LOAD AT ENDWALLS T--305L1 T-305L_2 STUD SPAC1NG,IN _ UPLIFT LCAD,PLF - IF PLYWOOD SHEATHING USED FOR UPLIFT, GO TO 305.6 Tr)p PU'dE SPLICE, W~~LL SUPPORT ING ROOF, ONL Y NO. OF l6d NAILS NO. OF 1;2" BOLTS 30S.4 T-305Pl T-305P.2 EXTERIOR SHEARWALLS RfQU SHEARWALL CAP \JNDEF: ROOF/C~r~ING,;)~~L'(,PLF REOu SHEARWALL CAP UNDER FLOOR/ROOF/CEILI~G,PLF DISTANCE BETWEEN SHEAR WALlS(120'MAX),Fl MINIMUM SrlEARWALL LENGTH (MIN 30% OF HEIGHT),FT SHEARWALL SEGMENTS CONNECTED BY DRAG STRUl ~>HEAf~WALI... OPENINGS: (12"MAX DIM,! SOFT MAX:~ DOUBLf STUDS EA END OF SHEARWALl SEGMENTS 305.5 INTERIOR SHEAR WALLS IF ~AFAU_EL. TO El\lOWALLS DECREASE L/W RATIO NEw L/W = NA ~-305Ri TO 305R4 SHEARWALL SUP~ORTED NA 30,~, ~ t, PLYWOOD SHEATHING USED FOR UPLIFT RESISTANll USED FOR 80TH SHEARWAL~S AND UPLIFT: NAILING REO'D FOR SHEARWALL ALTE~NATE NAIL SPACING TOP & BOT PANE~ EDGES,IN UPLIFT CAPACITY,PLF REQ'D UPLIFT CAPACITr ,PLF T -- 305N T --30552 T-305Fl,J05F2 305.6 PLYWOOD SHEATHING FOR UPLIFT RESISTANCE r ......\.JL.. ..J NA NA 8 24 3 1 1 X 11 24 1 98 NA NA NA NA Nt'l NA NA / SIZE SPAC. 6d tlo 6" NA 180 NA 03/20/94 SBCCI SSTD 10-93 PAGE 4 FILE MASONCHK JAMES B WHITTUM,P.E. HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION WOOD-FRAMED EXTERIOR WALLS 305.7 HOLDOOWN CONNECTORS DOUBLE STUD & HOLDDOWN EA END OF EA 5HEARWA~L SEGMENT X T-305Pl,305P2 HOLDDOWN DESIGN LOAD = 10 X ShEAR CAPACITY,PLF **CALC B*~ FOR DOUBLE SIDED WALLS,20 X SHEAR CAC,FLF NA 30r:. 306.1 CEILING SYSTEMS CROSS BEAM CEILING (lIAPHRAGMS( REO 'D W'-lEN ENDWAL.L STDFS A~ CEILlrJ(l )r~A GYPS~M CEILING DIAPHRAGM(LENGTH ~ 2X BLDG W, MIN) NA GYPSUM CEILING CIAPHRAGM AT ENDWALL NA PLYWOOD CEILING DIAPHRAGM NA PLYWOOD CEILING DIAPHRAGM AT ENDWALL NA PLYWOOD CEILING :lIAP'iRAGM AT SIDEWALL NA CEILING DIAPHRAGM ALTERNATES NA F'-305K ,30SH T30CA,F>06B iC-_ 306C F-306D 306.4 T-'206~~ ,J .,K 307 307 . 1 ~0CF SYSTEMS ALUMINUM PAN ROOF RAFTEh-JOIST FRAMING SYSTEMS RAFT~RS: GROU~' II SIZED PER NFPA SPA~ TA8(~4'O.l.MAX RIDGE BOARD: 2X MIN CUT DEPTH OF RAFTER COLLAR BEAM:1X6 EVERY T~IRD RAFTlR PAIR UPLIFT CONNECTORS AT RAFT BEARING PLUS LATE~~L LOAD T-307A APP E 307 ,.: Tk~SS FRAMING SYSTEMS F.-207~, i-307A 307.2.7 TRUSS DESIGN PER T01 SPEC [,E<:>lGNS TO INDICATE WIND SPEED ,HEIGHT & UPLlf': MAXIMUM TRUSS SPACING 24" CIRDER TRUSSES DESIGNED AS DRAG STRUTS GROUP II LUMBER FOR TOP CrlORDS STEP-DOWN HIP SYSTEM USED FOR HIP ROOF UPLIFT !':',-)~~NECTCF<S Al TF~U::,::, BEARING PLUS LATER.::;L LOA[1 307 .::.'1 BRAe I W:., ADG B~OCKING 4'0,(. 1ST 2 FRAM SPAC,IF NO DIAPHRAGM NA 307.4 ROOr;.- SHEATHING~FIG 307F,307G) 15/32 EXPOSURE 1 (-D PLYWOOD OR 1/2" PARTICLEBD MIN NA TVP FASTENERS: 8d COMMON OR GALV BOX @ 6" THROUGHOUT NA 8d RING SHANK IN ROOF ZONE 1 A~D 110MP~ NA --AND WITH GRP III LUMBER @ lOOMPH NA 4" NAIL SPACING AT GABLE ENDWALL/GA8LE TRUSS NA 12' INTERMEDIATE SPACING IN ROOF ZONE 1 AND 90MPH NA 12' INTERMEDIATE SPACING WITH GRP II LUMBER ~ lOOMPH ~A 307.5 ALTER AS REQUIRED FOR STRONGER DIAPHRAGM NA NA Nr~ NA N,~, NA NA NA NA NA NA "'~A '. . o 3 / 20 i :j:, S E '-:. CIS S T D 1 0 - q 3 PAGE :, FILE MASONCH~ JAMES B WHITTUM,P,E. !iIH~f'lCf\i~E;::;'E~ISTANT RESIDENTIAL CONSTRGC1ION WOOD-FRAMED EXTERIOR WALLS ';' - - ';:: : :~PHRAGM ,.7 r' ; i '~\~, [, r.:1~~1PAGM C APAC IT '( IN '1' ABLE D I A CJ'PAC ::0 NA : I-" ADJ CAP ) ~ 80 UPGRADE ROOF SHEA;ri PER T8L_ OR ':,SC NA 1;- ADJ CtiP 08), DIFt.:" c:"'-IE:,TH Of< AT '\jAIL_ I=.Al'N ,307.4.': NA r~ OPE~ STRUCTURES ", ,Le. (;l_ (T fPE O-'ER 10:".1( 6 ) ) UNENCLOSED ATTACHED (3 SIDES OPEN NA UN~~CLOSED PCRTIONS O~ BUILDING (2 SIDES OPEN) NA OPEN 0NATTACHED I ALL SIDES OPEN) NA 305,2 COL_UMr,:: 'j088 ~~)l!'t:'r:.Cj;:~ T I ~J '.:: !.'t"~E NC~L OSEe) AT T AC~1E D S T RLC T URE STRUCTURE ~IDTH,FT COLUMN SPACING,FT COLUMN SIZE.IN MINIMUM Fb REOUIREG SPECIES G!;ADE .. ..., , " "[NCLOSED PORTIONS OF BL~G STRUCTURE WIDT~,Fl COLUMN SPACING,FT COLUMN 51 ZE, IN MINIMUM Fb :: REQUIRED SPECIES :: GRADE - ::: NA -, NA = r~A ::: \j^ . H ::: r", f-"\ :: NA ::: T308A T308C '.3: '_ t.~/~ rJ08D -""C ~r:~-.jc,:; OPf:.N UNA"TACHED STRUCTURES STRUCTURE WIDTH,FT - COLUMN SPACING,~7 - COLUMN SIZE, 1"-' .- ~INIMUM Fo- REQUIRED SPECrE~ GRADE- NA NA N{':; T308A !\H r-~ r~' ^'. " . .'-. T308A NA NA 308,.3 Cr~]LUMN F..MBEDMEN T T308E MIN COLUMN EMBED,IN,~ NA ROOF ANGLE, DEG - NA BACKFILL MATERIAL - NA COLUMN SIZE,IN - NA MIN EMBEDMENT - ",A r ~ {i 308,4 :OLUMN CONNECfrONS f308F+APP E PROVIDE UPLIFT CONNECTORS & FAS1[NERS NA SLDG WIDTH,FT - NA COLUMN SPACING.FT::: NA MIN UPLIFT ~OAD,L8::: NA 308.:' GIRDER':' DES PER sse 1706.2 & NFPA WOOD STRUCT DES DATA NA 308,6 ROOF SYSTEM 309 EXTERIOR WALL VENEERS DESIGNED PER 307 NA AL SIDING INSTALL PER cBC 811.4 X r -'-'-.--~:j~-=--~:-~~~;:,~- ~~~L~ ~~;;\~;[ \~-:~~:S~.~, ;~:~ t" - -- S~~~~~,~-IS- ~~~;~~~A~:\' - ---"'--~,- ,-.-- ---, _.- - -- . - -- --, - --- -.--..- .- -- __M "-'--- --, -- -- --~--~-,,---- _0" Cy),.ARA8IJ: Lj Th: SI~i.IC"'",I~: S'~l~'~ (:'Ou~E H~),{:: SR CC',\c:~,n')'~tL cc'r3~1~'1, --/---.,-----~:r------, _+! I ,------.....~---~~~--;I I r ~ / 11-----11-. -Ji i '" se"l~u'll,r\Ill.. :::; SELECT l FROt,( i II 't: ~ TABLE 2 II J: !~ e~ ~I:I " ,.~ <"/ ' x 'I':" ~ ,; ',; ~~'7,/ /. : > FDO'a \I'LL S:I,>'/ SClECT W .______- I 11~~:~E~)P~>>l,/:! /01 :--.. L FPO~ TASLc 2 S'.,A:"'<G i\,~: I; D:,'DES I IIA~C'"'lI..J'EG/o/ // I ,--, "", ,,... r:- rtr Tr I':TER'O~ PC~T \,lId. P,'}Y ':'''EA I I ICO'V?>T.<Cj /;- - A,;~,; TYl'. 1 LeNO .S S~:: T:.'.\E 4 i .,;~,'~ "''''';'-:1/'<></1' I :X"ER:c.: f,'ST P00f A~EA __ ". 1 I, -/ '" ,'- -,oLE' I 1 tPECciRD p(-( />,;; I _ll 00 , __-1_______._____~_~_ J .....;_ ... /. I 'Ii .,. !--:--._--~---~~-.'-I I-<OST SffiUCT0RE CR fACIA ~:~~ W'%--:3 PA'~ G'R CCIP'OSITE PI,.~[LS US[ CORROS!W RESISl','i: SCRE'i\$. PM,S ANCHORED \lHrI 110 , 1/2' i) 3/ PA~ ma REW\\,~G CHAN~i[L AND 1 liD , 1/2' @ RI')Cf: CAP CONNECTiOt< TO PEC[lWiS CfJA~N[L. COV?OSlTE PANELS USE 1/4' , (1+1/2") LAG SC.REWS \\\TH 1/4" WA$.',[RS THRCIJC-H R[C[!\1'iG CHANNEL FROiJ TOP. CAULK ALL C(Y;~,ECTI0NS FAS1e"ti~ DET[R,II~;ED BASED UI CQIISTPJCTlQf, Df :<:.51 S:"JC"JR( CO~~~'JEC";lO~J r- ~ 1:~,___ I 1 'I ............... 6' ~~ *1.' -'" ~ I \ " '--- ~~l'f ;> ~-,i .1 : II , 61' t1;: C--~~~ I.. .J ~ EXi?U,~EJ ~ 8PEAn~EiAL H:AD(::; 0,032- \9-1. '0 HOST smUCllJ"I[ fO , ("\"+1 1/2") mH I 1/4" ./lA5,'ER t} 4" 0 C ~,N 3 110xl 1/2' SlJS PER ?A:i Pl,~;[l o'T~ 3/4" WAS"E? OR ~, fG1i i/2" '~~s.:)[K H:t~t) S~i;'~,ys UPUfT SlRi\P?j:)G E.~,':H ~':\)) 00<25\1 1/4' VOS,I..E fJC,l[ 5'RPP:::~ NAllEO 'MTrl ;3d CO\,I~O'i 3 PER S:~IE OR f8d GUN ~A:LS 3 PER S'DE S)RAP SHALL SE 6' EACH SI[E AND co,<nNiJOUS O~~R THE Siel) "' _~41_." ,-... i3~-~_=[~j ---t=-=-i=- --~- -----_.- __~-,/-~,c:-.:::~~~~:~~~: ~_ ~~~~':~--i -->f. / r==w-7-='=-'"==--=~ I I I II II ""~I II Ii II !!~I 1i II .i! DOOR F=Ji I ~ ,II) sn~ 9E. A~ rr\J [II i .1' ~ I SE,EeT L fRO,. i.!. .' J1"; V) i 1A8~[ 2 ~. ii .J..I~ .. . ': 2i :::; j i ''I: 3 x3 P2S T 'i > L ~ I I: ! N "'-.11 I ' <.::> r----r~r~==--~H. I ~ ! crircT qr"! I:! co !!U; 5 I i'RC~- T;e"~" 2' i~+/. . t/i U~~3~~J~~~~_i I r; OD"R or, I' I I r -I 'II ~'."'."I'. ~-".' W -r-----t-- .}- L_~L2_.J____'!:~____ --J5LL:~~ SHA:;;!.;'G TY?[ I SEE TABLE 4 "2.,____. C[~TER PURlIN BEAM SELECT 'l' fROi./ TABLE 2 Al ;IR~ATE: W'XO fRI,UE SHED '/Irrl 2\4' PRESS0RE T?UTID P,':E rLA ,;: ANCHOR 10 CC':OPHE flTH 1/4" CONCR[TE fAS,U:[PS 4'-0' 0 C. \lW) fRWE SH[D \11TH 2',4' R,RESSUP:E TREA IlD PI~E PLA TE ANCHOR TO CO'iC?Elt w.r" 1/4" CONCRE![ FASTENERS \} 4'-0' 0 C F.9.:,).H ~'..~LL BEA,!) S[L[cr L fRO,1 T A3',E 2 JCJ3L~ C.;?Pi)::~ 'i,'Ti~JIJT wmp POST ~\' >ECi:i/,:~ '-At"i,'. / ----- ,5 '"S ...,~r, r-I'-,.~;, .--~.~.~:i''';(._ ::2:~'S'\~\;:~ ~;~~i;:~ ~"~:::~S~:~'~,o~ [I,'" -o_c , ~.'~'! --~I'---'.._---.....~..----- . -...- !i C!J.----..-------..- G !TABLE 1 II " ::> 1Poor PAsrI S I. .; ~ II CI,PFER 'S-E~IJ il :~~~~~~ ..-- 'i. CO " 3' PVT / 'I ' 1 o ,;X 1,..<:: I 'I = --1l ~ _,.. 3 1/2" CONC:PE 1: SLAB ~ lARES .~ I 'M-IERE 1/2" COX PLY'iKiOO IS USED FRA,!i!;G SH.AlL BE !) 24' OC "'~I W/ NI\ll PAreR', PI.1'y,OOO 10 STUJS f8<J CC,f~0N 5' Q C. !) [OCe ':'.'IJ 12' OC. FEcD. ~'1ERE 3/16' S1R'JC1'JRAL i~ER:.iI,L PLY SI:Ji,',() IS USED FRAlPiG SHALL 8E IC' O.C. H/ I I/l P)Cfl~,G ';;\JLS 0 . 3" 0'1 DGE A'<) 12' OC, fiELD NO~I: DYSA BCt T UPliFT STRAPPiNG DETf.'L TOi' CfCPA)[ tl ___ [XiR'JS10N . ,/ PER TA5LE 2 ,..-------;?~==:? 3 - ,. 1'0 S:.,I[(U~ I~ SCREW SLO;S ----~ 2"x _::;_, DWJ~C'I UN. 3 l/l CO'IC PER SeA' 11,8le StAB W/ 6>5 10/10 ,',2' EXlR\elS:O'1 '~'I!J OR FiBER ~ESd ~ ~ _L._ ANC". OR 1',2'.,0044" F~~3 D' A"" '0 r"'''.v-l: . '. ~ . .....i". I y'..I11',":,'l '"'...... .~. .~,' \\',irl 1/4',2 i/2" f AS-:::~;ERS 6" EACH Sic: or POST 24' C'C. l,J:AX, , i"--./ 1~bJ~ If :6' ~~ J/S"d 1/2" 80l.T 80 l8 2500 PSI CCi':Ci--'ET[ P?EVX 3"~3" BAse POST TO SASE A\J FOST TO BEA),! [[TAl 3"d" FLOTEO POST Vf::AoPEO W/ f[ll PAPER ALUV.iNUf.l CCW::N~:ONAL CC>;Si2'...CT(': PORCH POST CONUECTiJN nl J. 147: / ) 1/ -J~j/ -' \! T~ ?OU2~~ CCJ;Ci':ETE PEfER TO TABLE 5 ~,I" , :~' c - .. \... -"-- C~. 1< ~-:.:~ ,\: TH -.) i ISOLA iED FOOTiNG 2' , !.liD SPA'! / BUi.! -SiTS:,!r'LE SPA, TABLE 2 --.I~~/ c 3' ,3',006' POST ~ Roor .PA~ElS ~~ / ~ SEE 'ABLE 1 ' __~ J/ ~, I 'Aq. > 4 ------- ,! ~ SPAOE ,I~X. ' h. Ii I - ,I =1:: J 1/2' CVICRU( SLAB { i REWV,G CrlAi;','tL " 2500 PSI Wi CR E1E '/1/ 13,5 'IGDE~ 'Io~.RE ~EY1 CI'i:R II..?CR BI,.':R,[, SECT:ON ,H?O'JGH CAR?C:~T ~ SEE C(I:',E010'< DE1AIL 12", PA.'. (~H CHA,;S) elSE 'w" ~o o / SELECT FA~ 'OR RW;'RE) SPA" 1~ srlE) :S F"JUEO W~U ~ ,.,,-,.cD'O u-,cr I"! : ...,,:--.~, I' r':J~ '..J..J c ~ SiR',}C '!';"i:\E - 6 fOR f?ONT SUI,{ " " 'f :r: 'C[ \'='11/2' C" 2 ,2,0. ell AL..\:'\,/. OR :::J ~o , .0. 2",4' e 24" \J.e. lU:JEER 8 S'R. "".r A' '-;:>'J-r ::::E ' .',,' '" . - ~'" ,;,)... D I l. :,-:F'JA~ ?~'( h\"'rl Sj.j:\JC ~1 'WI"'PES I~ 1/2"-"~I'Sf{)P2"" ~ L . .,. ..../~ ....,,-p:..' r- '~r.-,...... W 6.5-.,8/'1) '^:JfN / e -.-e OR vGt'v._L'L .~ ,.." II "'..00.- "-'" CC _~_':>:.~_"_.~.)' J .. UTiLITY SHED AND CARPC?T 'SALL SECTiOf..J NOTE: nll:: HOST SrRVCTURE lLiST B( CAPAiH Of SlJpy.:RT:'~G r"E A:.UU'!~JU ST:P')CTURE TO 8E APACllD 10 WE HOST STRVCfc'Rt. GCSERALY T"E CQM)!il~ Of WE [XiSTiNG STK'JCTUKE \';ILL L',D'eUE TH, Sf<'C~;R[S CAPNJ:~TY. niE rC'-LOWhC CCNDIiKtiS/rOSl S:R'JC;JRES ARE CAPNJcE Of S1JN'CP~NG THE N.UVIN~\I STRuCfoR'( 10 BE Al1ACH::D; 1, ~\S0NRY W~US, )', ~. FR!J.I[ CONSffi'JCro'< WALLS, r;;;: ENC;~E[?ED V.oO TRVSSES W/ A )', 6' Sll9 fACiA A'ID A TRUSS O,(Ri'A.'IC or UP TO 4', A.'iD/C'fI ATTACtM!,T Of THE li.'JUiSIJioI smJCfJrt THROVCH Td( I' fAC:A TO n'E TRuSS suns '11/ A WAX!.~';\I Of .. TRUSS G."~~HA.~(; 2. ~O(3llE HWES ~1.'JUOCT1JREO AFTtR :95~ mD 9lJlLT TO THE 195~ HUG srl.~DAR()S WeI[R[ fHE AliCHCPS APE mo n'E TRUSS Burrs 3. CONjlTIONS NOT CC~RtD AB'C.( ?1AcL B<: R(I~cIo(D BY THE EN:;;~;[[R TD OCTIRl./INE ))-i[ HOST SlRUCT1JR( AXOVACY 4, All miJSS SY>ITVS ?1ALL HPI\: A VAX]lJW S?AC:~C Of 24' 0 C. s. ~O€lr.E HWcS NOT COlirGR\J'~.C TO M: STI.'1DAPDS NJO',( SHAl.l HA'.E A snr SUPPOf\Tli,C fmE ADJ"a:NT TO njE ~O€ILE HOIJE IN LIEU ~ CO~i~i[C1NC TO r,,( .':Bl( 2500 PSI CO,<CPErr wrrl 6,6 ~~cDEO '1r~,E ,IESH U/t:R \'APCR 8A.RR.~R J IAR'[S SECTIO~J Ti1:::0UGH CARPO?T UPLIfT S "A??;"'I~ DE TAlL Ro!feT BLOCK ~t EXll .te'ieCIi ~~ /" CIERHA'iC VARI€S 18',12' U11' 'TY 111./ I SHED 2' ; 4' ! i 2' , fPONT WALL B(Al.i '"-' 12'-0" 0 C I.r SHECT l fR0M TASLE.2 ~ I DOOR , G rv=: US( 'L' = 'It'/2 + O.H. ~ i ::1 ~ l '1{' n ~ 'I VAO:ES~- ~ it! ~I .lli\ I L VAR.'ES . f.... V ,J'..d' rLUTD pcsr lUX. (S[E 'A3',E) ,: "OT.='2' '0'" 12() VPH t ~'[1! \1~~,'O V:.10']TJ I' ; SINGLE CA~PO?T 2'>4' lU:,IBER TOP ?LA TE '~~ T~ R))f'1,30'.'i: w ,->Ii 6 ,0 il ~JOTE: :I: .q. Ii 1. M.j(h'Ot"Z Pi.!'IS 70 H[AD[R ChMi~tl .wI ~ N'l ,I l3 e; Ii 3 ro ' i/2' W/ ~WjER'; 5i 2i Ii 2 A~CH'DR PANS iC) R)o' 8E'~S w! I '21 ~i! 'I I J 1'0' 1/2' 'i-/ Y~ScU 1 C; I ,"' ill I A.~C"O~ PLATE TO (O'.ORE"[ Ilry. 1</ ~L~I'I II 'I I :/8', J 1/2' :'\A .8:L-S@3QO: N . [I I 4 SfJLS TO BE @ 16' Oc. 3' EDCf:S I 11 I 5" "'; r r' D 1 114' ~t' R))f:," fT' <:; 2";' ~;;-~~;(1~J- UNl -S;R~~.'1~ / e.. . "'-- '10/ 3/3'>4 1/2' ! CC':C. ANOH'2?S 3 1/2' 1,1;.,. CO'<CREn: (stE SECTION THROUGH UT:UTY ROOf~ VN. 2500 FSl CONC. 'lI'i}! 6 , 6 wtLDED '/o'.RE OR nScR I,1ESM TYPiCAL ALL SLABS. L I 15 BAR CONT. 8". -~---:~ ~lif'~~.t} .;J:;;~ ~U.1J~'f1 iY'-J-il -+8 ~ IJOOERA TE SLOPE FOOTING 2'/12" - " - 10' SLAB DO AjLS ADDRESSING EROSION ~1' f~~_C:~T. _~~~1~~~~ r I '5'1 -~T- S'IE? SLOPE fOOTING > I' - l()' ~IEETS 1111: nEOUI,R,...E~~t,TS 0, WA?TER 12'",;5 s~ ['(L 9,l-vODo4 w w w ~e~2 2' ~ u-~< v, VI ~fi22f3r? l-J <,::tC">t...:) ~ \:: (X~ z: '~~ c5_~~CS ii:OI- b i!:z33r,;J ~~r-:~~ o~~;i~ ~~~~::; 6S~::c.:':€ (->~>-9~r- ~~~~~;~ ~ - .:_< :;'"-~,,~~ I~i~!!! -'''-. ----- - -'''----'1 ! :'" w SiiE ~~ <0 :s~ ~~ ~ ,-:;,~ 2.:3 ~~ "'w c,'" ~8 c. r..;; it",.: z :,t: (~Q 0 ~5~ '..... Q Vl I ~ r; ~ ~ ~ ~i .?: ~7 :_;, (" r.c !.!J > o () o :J o Cf) ~ Q:'~ ~ '" ~ ...., 9-'[[T f 2 Of 3 ,.'......' '--.........~.- -' -...~.. ......,...~<..""'"-"",,-,"'~~.....-~.....:'_-,..-.,-,,-...,,.~,,.. "" rr0ST Sl,"\IC:U;>[ U2 FII:A It s..:S-Fi/.1A C(iol,.,-,<:cr":H RWS}[~:?<~'S r(.~ V.I.,,~'(}JS LOAD (1)l'JI 1'I(('iS Lc.lJ roo f!(}/S 'lfu'!O \'!l0Cl 1't' LOJ,D$ CVD + U'.( LOWS GtASS RC((,jS HOST Sl'K1JC'f1Jr1: 100 !Jr~i 110 I&'H 120 Wri mISt 321/<J 57l/SF 1. W-IO:t:TE 1(4\1-1(0 CJ:H';~;r ~ffi f 12' O.G.------>2 0 l' O.C. 2, 'i!Y:JJ rF'..A.L\i 1/4'x2' ~ S1::Rt\i:'S (& 6' oc.------------>2 (I l' OC, S.CF'iEN, I",'frt, NfD CAF?CfHS HOST Sir:vCUi 1(,) \o:F,~ 110 ~d 120 ~"H m~ 32,ISF 5,1I/SF 1. CWi)'(tT( 1/4'1!.1!~' (~T( ~:f5 012' o.C------->2 ~ 1 OC. 2, 'ifj)) FF'JHF. 1/4'x2' L~ SCC?i:\\'$ I) It o,c,------u--->2 I) l' o.c. ~IOTES: 'iAXO S"R'JCi\J~S P,,::(~D CW;.JCCT ro r2V~S B'JHS (;(~ 'HE $I}] W1A ff3M~} ~:ur F'C"?:l:2tE 'J",'l..Y 'S:" u: S-X\f'S C!:: 3': ClJTSi)€ irlt: 1'f;VS'; 2'.Jn5(SJ3 F,I,tA !<:TJ TH(\;,(: A':tAS ~;'i'i.L cU,,':: [(I,!,U hDK)..(S .4I.L sa:~!;s :'1'0,1;<: fj,/sr ~T'~J'::i'ci?r: :}i...~L HA\':: ,;;/ 1-1(4';).~u':S m 91A.:l E>f. 'us.-;"( '~AX: ~<3'::\;$. 12" x 3" x 3105-H14 RISER PM~EL -r r li~' t r-r~ ? 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THPI ri.L'ta: THE AE{'IIL ~,PA\($ 81' 2C~ [XA':,j,~lf; ,lOx 12'X 0026" i,/ ,10 OH SPlJi 'i'- J": (1C?):~ - 2~ " iUS', 0&) " 90' " 9'- 0', MANJF :~CTUREI~S Pr,\OPRIET ARY SL'PF'UE S 1ASLE 1 UAX.. P!)"$ sY$rr~ Sp,.\HS fOR F;CY,~L J.J..IJ~~'J,U~ :,'J?t:R ?M1S us:::' tYi SC?'~"~/\ti';1. ~<COMS & ':/IJ-'(;~I':':C;?t~~ tV:1DJ.<G'S) P(:'1X~JCT P~,lT}iT f .t,SIP,.89,3) f"~)'.'~r~~:-4r~/ ;<;/1;:\,~i -.};:: ~:;:,',:-)'; , C~r.~:,~~2 :':"C:;:G~ ' ~~~?'t~~ ~0i..D3 C.d ():~c.:-4 &jiU):'K'S s:..:~i .~,S St!:~'_[\i(/;,'rL. R::<\JS 0- CA.~;'PC~~r3 ~_:.X l~,R-X :1(;:2__~_!'(J 0H._.~,..___J' OH__._____2' O,H ____~_.3' 0:-1_ 1()) ~F~'H r:. LOJD ~G"~ S" ;5'- 6- i6'- iD'" 11'-4- 110 ~f\1 If. LO!.D 14'- 1\;" 1~'- II" IS'~ 3' 15'- 10' 120 1:':-'~ ~. 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L 18'- rJ"' '>8'- :1'" "t-~. 19'- jlY 122 I,:~-'c! w. 1_. 1 r - 5' 'J - C' \ r.. i J" ,( - G" C;;:ID + iJ:y~ LO''f, .x c~/~>\,~.". ~.,"' ::-i..'}::'~"~ ~/7/! j:,::l i.Ci/Jj ,I,~L F,..11L.c;:+~ ref: y, :l.0\ 3' ___..____....,___._, ,___-'__ __.. ..____.__ _ ______ ____._..__.__. 22L'sr 12 - ,j" 17'- 2' 12'- r LI'- 32(';:-;: '0'- o~ \:'- ~lt iC'- s" ~1'- ff 57i;/'C.'. t- 6" i- s~ 8'- 5' ~'--r 3". 0024.______._____..,____,______._________ _____ _______ n,/~'f '4'- 8' 14'- 10' \5'- 3' 15'- :0. 321/:;[ '- t 1t,. 4' 12'- la' 1..\'- I 57i/::I - l' . 9'- 4" g'- 11' 10'- II" 3"x 0.032'_________________,________._________ m/::I 17- O' IT- t 11- s' 13'- l' 'J2f1':$ 14'- 2' 14'- 3" 14'- fj \5'- 5" 571/<:F ,,)'- 9' 10'- 10' 11'- 5' 12'-.' 94=UOOo4 POST: -, '~^'~r- sc.l.LL ()"8) 16 -------~- :r x 3' x Q.os:r &~3 1.03 1.19 sr..mCffD IS 3" x 3' I 0.125' ~ !A4 1.17 SOJ.l.(1-U) IS .' x .' x O.l~' ~J 194 ,~ SUJ..l.CffD IS MEETS THE REQUiREMENTS OF CHAPTEr~ 1205 SBG 1991 EO '..- :' r~;~! ~.~. ~~,;:'~::: - r ~::~- ..~'.i ~ ._.- ,.-- '--, .- --,. 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