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Z" /'-10" r//I ,/'.,,-_" (,',3" /~-:01' -------, ----t-,----., .. l_'~,r ?~8" ... /' .," , r /0 '-/<' " t')' ," (.. ',If)" cO'-o'. - --_._--------~---_.__.... --_.-+-_._~--- -- ~,-o., ~ '-" ,.6' -.' \ ~ ,./ I () '. C)" /-:,,"- 10" / ,0: j" 5:5 /1 " _____________._____. i--- -' - f 'r' I r. V 1 - --4' - -- Jl - .j " ! '1 , - ,..- -..------.,-- ~\... ....,.,.... , ~ '" .. ... ~ .....__ c...:....ii ~.. .~,,~~..,. , . ~ '" ~ ~l '1 l} ~ ~ ~ i . It) , , 4'.011 { { 2A..'(I)"..~~'. ~ l. YL eel\H- \ ' f"'''''''MT''>1.fRAP rrp, " GENERAL STRUCTURAL'tiOTES Q) PRov,ot (2) " vUmCAJ.IN FlU. ClltS AT lANt, ElIlill' SlOE OIlQ.H.,O.. Me;> OlHlI' lOCATIONS AS NOnD. I}> .. x .. x ., 2$ AlVJ.I. (:;O\.u~ \Stl ClTM.). ~ 1.~V 1 ~/4. ;(~.-i.. l.V.l. 8!AM. TRIflE 1 X S 11.10, UNDER GlAOm 6EAR1OO WfSlMPSON 1105-' @ eASE ISU DUAIl.. OOVUlE 2* XI:~/&AMWlni 1fl.I'l'fWOOO FUTCH, PMVtO( . IS "'LAT~llN CIil' COlUMNS. 2* X .. lOAO atM1NO WALL WiSIMPSQN Sill TOP, Sil2 lOP & ,,2' \oJ. X S.' J. 60lTS @24. OIC. 'PROVIDE (2) .~ I;QtiT IN LINIl\. O\.ANl,\NO 01l10\ LO(ArlONS AS NOt,10, G1!<Oel't l~~ (~I! ROCfl FRI>I1IN<l' II.V ~C.ANE &TJ'V.,p (eel! tiPLlFT eo~D.J @ ." 1X4 ~ruo~ . !C,. O.C, TYP. !IJI ~iMPU)N eFt . OOT. . . \VI ~i"',PWN 6Pl .. fOP x - -- ~ - --1 t-~ '\ ......---.- "'- - - I--- . , . /" ,\ V LI L-~ # " '-- -~- ---+ f I I j I. ~ 1 o ~ !l .<1) $ Ce-L.2X4 TCOP A...ATEi .c:. ~..~ G iMPlX>N HO~ A :J/4'. T"HRIJ .eot.. T & 4 - 2:.<4 JAQ<b np. ( --':3/4.. "J" eot.T o.q ~ .. H1L T1 KUJll<. 601. r . I t ~IRDER BEARING DETAIL I' 2/' r 6IMr-"WN H[)!)A (2) WI 1~.. ~IL TI K!lJil<. ~ T n ANC~R UJI 4~," EMeEO (31,)" n~.J1lY :l-)~'. ThGlJ ~T~ np. ermp~()(l . et.f"a,,~ ..1"1 <9 . l-40tJA;:;)' 2X4 P.T. EM~ PLATE NOTES FOR EXTERIOR & LOAD BEARING FRAME WALLS 1) \ AllOOOAffllNOOW HfAOERS (2) 2" X 12~ PlVSP\. YWOOO. SEe H!AOffi OfT All ON SHEet s., F9R UPliFT CONNECTIONS. EB 2t All. FRAMING REQUIRES OOUBlE 2. X 4. NUMBER 2 S. V,P, TOP Pt..A TES. STUDS ~ 16. OIC, ANO (31 ROWS OF 8I.OCKlNG. eXTERIOR FRAMING TO Be PRESSURE TRM HO. 31 1/2 " l) ANCHOR aOL T FRAMES TO BLOCK & FOUNOAflON \l) 24" O~ MAX. U.N.O, /' ..... " f. . ~;s .1 ~l'\ t- , ( I- 2) "),1~~_ t ii~ .1' f:,~ . l-- .ro. ~. ~Xt( n p~ /' CQj!i)l.;& .~ 'I';tRT;CAI. car Afl. Y-ALa, ~ h. .,.. NOTE, PLATe LENCsrna M..Jar ee AT LI!A~T a'-ell" LONCs, n lTCM ePLlCJ! O'~ ~ TOP PL.ATEi ~PI..ICE DETAIl.. . ~~~(~~17~~=- '.__.__. .,_. . . _ ___. ...-- 1'.1'" . 'f' - .-..-:'.' -.--.-....t.. f---~!:_.r _~~.'_~,:d~//' 1 ., ....__.. ,.. __._..___H_______ /'..('ol'~ H/tf I.l ro ~ '--.. z'. - It''. -, . '~ /. - ~" ,~"/'I_<:I LJ ..tJ/I,~' __ _____ --. --......... ~~ ~- ~. ~ -- ~-~----~. _JJ J IIJ ,? /1"\ -----~_..._--.l- - L___.?~O" ---_l l.__._=- c== C.-J t~~~ -, , -. . 9 ~I 1'~' "f /J,W, , v' " , , \J .1 ...... Iq ---="':'';;~:'::;~1.'': I ?' 3" I ~--~.. - ---- I 7. '.1.... I t --, - ~.- -----l ^ IV ~All A-IT ~_\C"L' ~~"'~'d' /).. n . 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SE:CT1(jNI20S FOR 100 mplt WINO lONE (1931 EDITION). . · THIS ORAWlNG ANOOUI<,H.IS VAUOf'OR 12 MONTHS AlTER THE DAlE' . IT I' ,SIGNEPANO StAU~. .- . ': ~~N(OM:40 S~At.tO r:OR ro,S'fRVC'TI,JRAt. POATlON 01 'ntl~ ORAW.lNO .'9N~Y.' c, ,L),,{"OP, I, ~o" , ~ S"' ,l ~.r"k i ( , i I U I ) ~ ~-...; r.,o.- 7l/~ ~ ,~ f:' ~._- CE-(' r/~'<- C I ~ Mil..'" sri A'.<,c-~/G f.1'." .(1f'M .< '( ., " , , ,"( Q) ~::J I ~ .. 0 , I tf) . t. .' '11 ~1 .' l,..~'i~~,!",u :~r.;;",f.~""'; J___3~/" -- J-!:~-~J ~ -- "'-~'-_._----- -J' -.-!~~ 11 'o~t a'-II" -, /). L'/ ,rAil K/T<c. /1/." C/1/.3INEr I~~ :~~ > I' 0" J)..,C'~ ?;fIE -k'''TC/lr N {~\ CAt!3'.1.~r ~"'e. . /! 0" ~,,- ... '.' 6OI.r '.%<' c."'"....AX, a..... ".r. PlAT' ~ ie- C1.-.. c v' (9 ' Q -~--;() r <_ l {'t.".~......,r''' FAA~. ~Ll,., f.<>,~~,'J. W"l.l,~ CONNIi~T1CN - - '; R( IAI.'r / r.'Y.JrAGE .--.--..-- ----_._-_.~- /IJ//-VG /l3/lJ,60 ----.----- CA,t'AGe: --151. ()O /ANAI, ? 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'SHOWN ON THIS DRAWING FOR' REFERENCE ONLY, ~ '~_.. F ...__....___..__~____. ,'" ,_' ..,...., .'".. . . ...~'.,.. -'-' - .'" ,__.____.; ...:-::.__.--,...._ .,:...~;......;;..._____ . . .' .', " " UPLIFT' CONNEctION CROSS-REFERENCE " " ~~~N~~i~~ ~~~-~~l~--~ASTeNE~;: ~~:~~:~~~O'R' .~A~~~~~' ~^S;~~~~~~ 'C~;;N~~~;l1eAt~~~'WA~~-s~~~'en~": --~rA{2 ',' 4o~-:;rod'x.f1i~T-fA1a--~ --~49-5;-IOd~-fAPAOla--- '. I '120--S":'I'0!1"-- _' ... __.- ___,-.__ ,. ...._.._.. ._1 . .'_"_ ~_ __..~ ~_.... __.._ ...._... _ ....._ ___.___~____ _._.... ___. ETAts " 135 S-10d~' rAtS 780 ' l~IOd, TAPA2'IQ '865 G-IOd ~EfAfo~ . '980 -a;'10dX 11/2' --YA2-o- 1171 ~9'7j'o;r- -t).'PA212 1fS3 -s=-foc.- Hf.f~~ I~.. t2-10~XI....!Jl:_____.....Q>t~,.,__ t~09180d~! 1ia. -\.; tAP~~!~ ..... _ 1...5~,5 _J-'.:!.19~= H 2.5 , 415 10-ad >, HClH;'Rt1 520' lk'Sd t1CPR-HCP!. ~20 a-ad -':'-$41$ a-ad. 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(j/S"O --rA02S'^ ' 3265 '~a.o --"-ADS-a3t55 5/S"0 _~6J..A=*-__3j5?!----1L~~_0_-.!-J~~Jl 43~!..__ .31."-0 ,_, ~~s-s_ 4~~~--:1It~~ _l-!'?~~. _,q ~~~J 7/8" '!_ _~9.!.A _ _ .__80~Q. 7/S' q ~'-IV8" 0 . _.!'.Q.~-:-L__. ,_q__ ,,_!200 71&" O~.-!J./8:Q LUS26 935/1115 8-'Od JHA213 881/2430 la-tad NO COMPARABLE HANGER -Hus.ia -1"530i3AjI5 -2-0-16d- EHCfH26-- -1"438/3000 ------20:.-'"6d-- "NO-C'OM'i,'-ARaAa(e-HAANO"ER---" -----.. ._0__. ~~,Ij_~:;_L~ '2000/3~~~ -f~~~~~~~f/2~~ ." -'EHF~~2a ~~,I' 2013/~{g~ "-2'2::.g:--~ NO ~~~~ARAB(E'HANGE:3~~f'- .~~~~8d "~~' ~;,m;r _ ~~:~=:m _~ r~~::~r=~ ~=:~;~E_~ ~. ::., ,;~i:~J~~[i~.-_~ ~ mlm~ -:: .:-- :.!HI: : E JI~ :: ~ ~:~ , l' Ii , I ','" '.i" ", ',' . .' ; ,iF<Ue&; L.A~c:QUT .' ~-:" ,{ ., .~. ': : " . ~ : ~' - . , . .pt '. ,- ,~, < ... ", . . < I - t~;! , ',;; " ,'.' ", :.., '~t '~011~ rcER &~ CAfALca ':': ~~~..~'C(;fitA()f'ENalNltJ!,q t4:>R AL t!~1l! '''~01r~,' '., 1.1 I ' .' -' , ' " ': ..( ,<, ,~ ' . ~ ... ..., .' ~ ~ 'l' ~ ~ ~ .., q> " ( ~ ':l;T,i' I' ", I~ I J. Q. I..F j" I~ : . r- '1' -.1 ~ ; 1 ~ ,. I, l .. I . go, I i'l .. Q · MINlMUM 2-PLY MEMBER ... lL l?_~~OB NUMBER 94=-1154 ESCALAW RESIDENCE TRUSS~IJOI Nr-CUPLTF:"--'['-CO-N NEC - -- '---J---CO N~IF AS-fEN ERS- = TYPt;__L~~TION _(LB_~l-=- ___ TION__J_QTY~ ,.9J.\PAGLT'(LpER CONN. - G r~ L ~ 33bor~--M-Si48- -1-----1----t-------.;r46~6f~ ' 46-16d F1-- --2200 ---MTT28a--- -tr-- - ' --,-, 3-786 - 24-10d ::=? _= ~= _:= ~:~: -:~~{i~~~-F+-_-- ._~:~g :~~~}:~. NOTE: ALL OTHER TRUSS BRG, CONNECTIONS ARE SIMPSON ETA20 OR EQUAL FOR MASONRY; DOUBLE SIMPSON H 5 FOR FRAME; & HUS26 FOR HUNG TRUSSES UNLESS OTHERWISE NOTED. THESE TRUSS UPUFT VALUES ARE LESS THAN CONNECTION CAPACITY w.?(rN~Y =__.u ~- ~__. .~....~: ETA20-~--r~-;--=f:- 98da-l~ X 11/'2" -TIMBER +=-.B~'_-lpH2 . .. 910 _.~-j6-&J.__ '. -~~u~~ c~nnectors IO.baPlac~d-diatri.a;~~~~:~hJ~e/~Jj ~24 ~-~2Q=-fod':'_ J ~ - ? "t= q' ? '- ...,' , ,r 2 - 1/t'~. ~oo.rs W/~T. WlR . ~fU1OCCl WI 1 IS \Or. * SIMPSON SP2 . (TYP.) eND JACK . 111.(2). MAX. ~i.J ],Yx.~ ~ Pl. 1/.. EOr Pl. 5/~' HCtES l)1), .. . . MKV SlID. OC'M ~ 'I' 5 - ,It, AYJ7 1lfl\J S<US ." MlT 1 roo INST ALLA nON sruos T)1', I. ~ UJ ~ ~ <l :t ~ J ffi . I I~~aN ~D5A \II 5/8'" ; HIt n '1<\J1l( .sOL T II ANCHOR \//- G,'EMBEOMENT , p,r. 'BOT. PLATE . VI 57/~ 4t~ s 7/~ 1/2" 1/8" l J;n.~ NO. f\ YS J 2 J l\\ It '/." It 7 tt. II 7/~ a 11 'tt. 12 'It. 12 ,~ F ABRICA nON 1 ' ~T ~~OTf~& pr<,~ ,1~(Q,AJ. HIFfJ ~t;AMlm , ,ecALE: '41f.P-(2)" uee elMFeoN liTAl2: (OR ~QUAl.) CONNECTORe OR EQUAL OR.$IMFeoN H2~ (OR E'QVAl..> cCNNl:!ctOR& f.I F~e WALLo ecALEr '~II-'II-(2). ~IOAL. e_AM 10 OM,U. W.A~ CONN_OTIQN " . , , , :'/ ," .,1 , \~~ ',;~.," , " t.<". . " .' ~ -;;;':t,~~i'.'~ ,,/~ ". . '... J .~, :: ~ " '. ':'- ~~ . ~ ~~' ; '", ~.';~t..: 1.<J,-',J,,;'~ , , ' ';;." ~~ . r ,~;. ,i. ':~ '\~~ L" .' c, ~ /' '.r.;~:~}~;;'~' .; ..'~{..: "';r~$.,j. ~..... 4;"~~ ,":- .; -:;.. n~: :~~ ,1~ ~: ,~- .~! _, ' :,:' '!... .,."", . '" ,;~, " '. ,:~ '-"eft i~ :: ....." ,~ '" ~'1,!,"rt;.. '1:.; :,:. ~~,,:i'1!<~.1..: It., " ',:;. 'e' NAILING SCHEDULE L.d~., sMp , S~.ptal.lo lorsl Of blO(king, fae. nai Top Of sol. plalllo .rYd, .nd nail.d Slud 10 $01. prall. 10. nail I OO\lbl.d slud., fie. naif OO\lbl.d lop pIal... face n4il ,. Contin\lOll' hiad.,.lwo pl,cII ConlinuOll. Ilud., 10 slud. to.'nail 1x1 shUlhltlg Of I... to tach b'Aring. fact nail Ov., t1.& s/juthng (0 tath buring, fac. nail 6uill-vp cota" s(udl Suilt-up gild." and bum. vp 10 thl.. m.mb." . 1/2. Gypsum Shuthing 11 ga 1 1/2. GarvAniud 7/16. head 11 gal 3/4. GalvAniud 7/16' hend 3 al tach joist 16.0.C. Z 4 B'O.C. 16.0,C. 16. O.C. along tach .dg. 3 ,2 3 14. O.C. U. O.C, allop and botlom and slag~.r.d 2 .nd. and at uch SpUct ." O.C. at .dg.. a. O.C. Al oth., buring. 4" O,C. al .dg.. a' O,C. Al oth., bearings ;p 1~d common l~d common 1 ~d common ad common 10d common 1 Cd common 1 ~dcommon Sd common ad COmmon ad common 1~d cornmon 20d common 51a' GYPslArn Sheathing Gypsum WallbOlud 1/2' 1 3/S" drYWl111 nAil 7" O.C. on ceiling. S. O.C, on wall. 7" O.C. on ceiling. a" O,C, on wan. 15 Inch O,C, allop and bottom .dgn 16 inch O,C. at lop and bottom .dg.. 51a. 1 1/2' drywl1l nail Hllldboard Lap Siding. Dir.ct t9 Slud. ad cOlloslon rtsislArlI with minimum shank diam.ler of O.O~~ inch lI.nd minimum hud dil1mtl., of 0,240 inch 10d cOlloslon ruisiAnt wi\h minimum &hank d;lI.met" of O,Og~ inch lI.nd minimum htAd diam.le, of 0,240 inch ~d cOlloslon luislAnI wilh minimum shArlk dill.m.l., of O,OQZ inch Arld minimum hud diam.t., of 0,225 inch 8d corrosion ruislant with minllTlllm shank diam.lt! of 0.092 inch and minimum head diamtl'., of 0.225 inch <I inch O.C, al .dg.. ArId 12 inch'O,C. at inlerm.dial. support. 5 inch O,C. ".ag.. and 12 inch O,C. at inltlm.dia!..u ort. HardbOArd LAp Skiing. o.-e, Sh'~lhin\l HIordboArd Pan.1 Siding. Dir.ct 10 Stud. HardbOAld Pan.1 Siding, Ov., Sheathing ROOF DIAPHRAGM NAILING SCHEDULE - 100 mph ZONE (d.l RIDGE UHE ------------------------- <::}J ., . +- ... + + ... + + ... I- + + + t + + + + +, + + + + ... + + ... + + ... + + +- + + + + + + + + + + + + + ... + ... +- + \ I DC( Lit--( G' . , . I ~+ ~ + ~ + ~ + ~ I 3d COWJON NAILS 0 6- o/e .r o/e ij GAGLE' ENO'IIfALL OR GABLE TRUSS 3d COMMON NAilS {} 6- o/e EDGES 3d COMMON NAILS {} 12" o/e INTERMEDIATE NOTE: 1) SEE STRUCruRAl NOTES FOR SHEA TIilNG SPEOFICA nONS. 2) END JaNTS Of mE ROOF SHEA TIiING SHAll BE STAGGERED AND OCCUR OVER FRAMING MEMBER. ''Ill STRUCTURAL NOTES 11 COOES " ST-'NOAROi: 1.1 S UNOARO BUilDING COCE CONGRESS LNTERNA TlO!llAL tat 11, 1.2 BUilDING COOE REQUIREMENTS FO" RE,NFORCCO CONCRETE lAC. 311,891. 1.3 AMUIICAN SOCIETY OF CIVIL ENGINEERS MlNIWM DESK>N lOAOS FO" BUllOINGS AND OTHER STRUCTURES (ASC! 7 181, ' 1.4 SP(ClfICATiO'1 FO" THE OESK>N. 'AMICATlON ANO ERECTION OF STRUCTURAL STEEL FOR BVILOINGS (AISC 111-l EDITION!, I.S 'OUIGN $PEcIfICATlON fOR UGHT MfTAL PlATE CONNECTtD WOOD TRUSSES'!lY T)1E TRUSS PlATE INSTlTUTf tTP1I1US EDITION, 21 OESIGN CRITtR!A: 2,1 OWELlING fLOORS, 40 PSF LIve lOAD. 2.2 !AlCONIES . 60 P$f LIVE lOAO. 23 WAl.XWAYS . eo PS, lIVllOAD. 2:4 ROOF OVER LIVING AREAS, 30 PSI' LIVE lOAO, 17 PSI' (7 PSI' TIC Sa 10 PSF!/Cl OEAD LOAD FOR SHINGLE ROOfS; 2S PSf 11 S PSF tIC Sa 10 PSI' !/CI CEAD lOAD fOR CONCIUTE TilE ROOfS, 2.S WINO. 100 MPH, PER SacCI UNLESS NOTtO OTtlERWISE. 2.& NlT UPlIfT OEAO lOAOS 10 PSF SHINGLE; 1 S PSF TILE. 311Q.!l.: . . 3,1 MINIMUM ALlOWABlf SOIL PRESSUJlE 2000 Pst, 4' CONCRfTE: 4. I CONCRETE COMPRESSIVE STR(NGTH AT 2S OAVS; 2SOO PSI \NO"'MAL Wl:IC.I-\T1, 4,2 REINFORCING BARS: ASTM A&1S (GRAOE 6OJ. 4,3 WELDEOWl.IIE fABAIC CWWFI: A'TMAtaS, 4,4 DETAIL RUNFOACEMENT IN ACCORDANCE WITH ACt 31S, 4.S CONCllfTE COVlIlAGI OF RE1NfORCEME,.,T: FOOTINGS 3. BOTTOM AND SlOES, 4.1 EAR11-l SUPPORTEO SlABS: (INCLUDING VtTERIOR WALK AND DRIVI SLABSI 4" 11-ltCI<, REINfORCED WITH SXI. W1.4 X W1.4 W-IIIF AT MlO,OEP11-l Of SLAB, FIBERMESH MAY BE USEO IN LIEU Of W-IIIF AT CO,.,TRACTOA'S OPTION. 4.1 CON<:F\H1NG OPERATIONS SHALL COMP\. Y WITH ACl S T ANOAROS. 4,5 LAP SPlICI SHALL Bf AS FOt.lOWS: ,S BAR 24', 14 BAA 20", 13 BAA 15'. I I .I I I ! I I I . .- . 51 MASONRY: S,I OE$IGN AND CONSTRUCTION SHALL CONfORM TO THE SPECifIC A TlON OF THE NA TlONAL CONCRETE MASONRY ASSOCIATION ANO ACI 530, S,Z MINIWM MASONRY UNIT STRENGTH: I'm 13!>O PSI. 5,) MORTA" SHALL BE TYPE S 0.. M, 5,4 ALL BLOCK CEllS ANO CAVITIES BELOW MAOE SHAll BE filLED WITH CONCRETE. S,S fill CflU W/11l IS IAR SHAll !If lOCATED 0 10', O. ote MAX, AT EACH CORNE" AND EACH SlOE OF OPENINGS GRtATt" 11-lAN 0.. (OVAL TO 1'.0.. fill CELLS W/l2I ,S VERT, SHAll BE lOCATED AT All GIRDER BU-RmS, iNClUOING HII'-SlT GlAOERS, . S.' LINTELS SUPPliED BY APPROVEO MANUFACTlJREA: ~ 11 fE(.IICASr.CI'IITl CORPORATION Zl POWER CONCRUI 3) AlliED PRECAST 41 lOn '&1 WOOD: i:1\Vooo FRAMING MEMBtRS: U SOUTliERN YElLOW PINE /UNlESS NOTED OTHERWISE): ALLOWABlE BENDING STRES$(l'bl . 12!>O PSI; MOOVlVS 0' ElASTICITY. 1.&00.000 PSI, a,z OESIGN, fABRICATE ANO ERECr wOOO TRUSSES IN ACCOROANCE Wl11-l11-le 'OESIGN SPECifiCATION FOR LIGHT METAl PlATe CCNNEcTEO WOOO TRUSSES" BY THE TRUSS PlATE INSTlTlJTE. 1985 EDITION AND HIB-tl (IF APP\.ICABlEl, 1.3 ALL EXPOSED WOOD OR wOOO IN CONTACr WITH EARTH OR CONCRfTE TO BE PRESSURE, TREATED. a,4 ROOF SHfATHIN4: SlI" CoO GIlAOI PlYWOOD (OR OSBI, 151 ROOfiNG fELT UNOEII 43' NAil ON fELT, . CONCRETE TlU, OR 1'2" C,O GJUOE PlYWOOO (011 7/1 a. OS81 VNOLR 30' FELT UNOEA 240. flBLRGLASS SHINGlES, a,s UNTREATEO WOOO SHALL NOT Be IN OIRECT CONTACT Wl11-l CONCRlTE, SEAT PlATES SHALL Be PROVIOEO AT BE.....ING LOCATIONS Wl11-lOVT wooerN TOP PlATES, · TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPEClflCA TIONS COMPL" Willi THE STANDARD BUILDING CODE, SECTIO~ 1205 fOR 100 mpl1 WIND Z 11991 EDITION). I ~h~ 1!ATE lING 71 MlCRO-L...M LUMBtIl: 7,1 MlCROLAM STAESS GRAOES SHALL PIIOVIOE THE FOLLOWING MINIMUM PROP(I'ITIES: E . 2,000,000 PSt f'b . 2.800 P91 1'1 . 1.S!>O PSI fe . 500 PSI (PERPENDICULAR) Fe . 2,700 PSI ,PARAlLEU F" . as PSI . · THIS DRAWING AND DESIGN IS VAUD fOR 12 MONTHS AFTER TH IT IS SIGNED AND SEALED, " SIGNED AND SEALED fOR THE STRUCTURAL PORTION OF THIS OR ONLY, ' . D E DANeCO p.o. eox 3<af6 " APOLLO eEA.CW, F1.. 3 , . ENGINeeRING (813) 64!;-(2)166 12 WINDJAMMEF< ~OMe eUJLDER8, INC. ecAL~o DRAU.N '" PATS a"'f''l4 ~~c..ALA\.o/' t\E~\C€NC€ ~. ~~ - I-lU~fCANe F<E~T~INT DeTAIL8 ~,. , ~ Joe NQ.. <7'1 - u~'\ . <S-t , . " " ,~ . ie. ,'\' I' . t{ . 1f.'~ td~ !J;.1'" ~ 'tfj '{}~' >~, ,fL. <i~t''';i "' ~;~:~if . ~\,"". ' \-i. .~' " ."~ ~;:.'> /r;f";> ,~~~ ~-,,;/~,} .. ',", /' t1 '. ' ; ~; , '~ ~!" L.' }', \t ",.'-.:,..... f, . ;..'''' '. ot, ..1, . :,.\r,.. .; ~l J.:: ! ~;.', . 1 :.,. . iX', ..,. . , . i ~~.~~ j~.. ";'. ~ !f' " , -: " ;:: : ~ !;,~.t; . r,,l ; :\ ~;i" :; . . '., .) ~.: " I:~(;~ . ' :~f.,' . !',/"" '. ~ :''''* ;~ ' c' " ) ;~: "'.I . ~-< ' ~: I ~ 1~; , :...' , r . L ,", ':'~~':"Z;~~,;f~:~~ ~'<.:.;'~t\ "~:~:r"r c' ~~ ~Y', -ii: ,~~"':~;"; ,,'C;' f;'~~~r ." q ;?r,y~.~"; :;1' .~r,:'",{ '~.{~.}:~/ " 5' :' ~:t!:~:: . ; ~,' ,)::~,{; " r:- ~ >; , l',""; ,,~ fj', "'(,'S 1.;:'~[~,'1 ~ .' 'f -, ~(" .i' ~~ "Of:.. ;" 1 . ,;',; .{, '~,' , '",.,~ ' I, i ; , ,- .. " ' " ,., I\' ' ,'., ~ \ , -to .';.'. I ' i I 6ACl<NAIL WI (2) I~d NAILe I ' , . ear: eTFaJelURAL NOTee .AND NAILING \ . 8CI-ll!D\Jll! FOR &I-IeATHING DeTAIL \ I. I , " (2,'X4' OUTlOCl<ER" 24' OIC , W I I : dI E: OUTLOOKER I I 12" MAX~ I~ -, I ~IL II BRACe TO e}(n:ND AT LE:AeT I ~0% OF WEB LENGT~ (eEl: TABLE) j , I I I V6A6Le TI'illOO i v-eHeATHING I I c. J '( ~ . ., i 211x41 PANeL BLOCKING dI 4811 OIC FO~ ~e f=1f<eT (4) ~0J..Ie Of= T~e " . f=ROM l:A ~NO typ, TOP . 6OTrOM AtTACHeo WI (2) I~.d TOENAIL6 , - eIMF~ etAI2 OR EQUAL dI 41.~" OIC TYFICAL ,~ .;"rJ . '- I: i \ GYF>eUM WALL eoA~/ / ld 2"x611 P.T. elLLV / I I Y, II . ANCJ..IOR 601- T 0 4811 ole !.! -1'-9 T 6ECTION (!7\ ec.A1.l!. 3/4ltal'-(Z)~ i i , L , 1 I I , ~. , I , I #' ;' j ~ " f3ACKNAIL WI (2) 16d NAILe " ~aeeT~lUJQAL Notee AND NAILING \ ~eD\Jll! FOR &I-IeAllllNG DeTAil I' ~ .. i ~ ~ / /-2"X4" OUTl,OCI<ER" 24" OIC , . M ~ i\ -i: ~6IMP6CN H2!> OR l!QUAl I dI EA OUTLOOKER f I I I I , i : I, : 211X411 pANeL BLOCKING dI 4&" OIC FOR T~r: t=IReT (4) RO\.lJe OF T~l:e FROM I:A I:ND TYP, TOP . BOTTOM AtTAC~=D WI (2) 16.d T~- ILe l ,--IlL II BRACE TO EXTEND AT LEAeT / ~% Cf WEB LENGT~ (eeE TABLE) ,f : : , >:l VGABLe TRUe€> GYfOeUM WALL 6OA~/ / : VeHEATHINa 21'x4" lEADGER (MATC~ eoTTqt1--- : COORO .eL.OPE Of= ADJACENT , I ecleeoR TFaJOOJ - I r-8IMPeON ET AI2 OR EQUAL '- V it 41.(Z)" OIC TYFICAL. coo:; iiC i / ~,i~ 2"xl!>' P.T. 61lLJ / ,- r Y, II . ANCJ.-lO~ 60L T dI 48" 010 ! l I u._ \ 6ECTION fi\ ecALE. 3~4I1al'.0~ I . '.- " ,~::,'.~,~~.~,~:, ~~?:., .}-~,,; t :~:~~- 'oJ ;:~' .'., " -'. " ...' i";"~"" );~ \. ,;':" i" ". 1.. , -~.- 2 "x411 BLOCKING dI 48" OIC~ "- "LlI BRACE, r- ATTAQ.tED WI I~ NAILe "\[\; dI 411 OIC TYFICAL [;\ >< GAeLl: TRlJOO lLEe j ~;:;~;.?~~@ .' ! '( eINGL.S "1.." eRACING OITAIL. -~~ 2"X411 BLOCKING dI 48" OIC-~ , n,- II BRAeI::-'\;:- F:" _ ATTAC~ED W/I0d NAIL€> "I!\il--r-. -_~ dI 411 OIC TYFICAL LAI>< ~ GA6Le TI'illOO ILEJ 6ECTION (;\ ecAU;, 1 Y2J\al'-~~ OOU6L.EI ilL." 6FCACING OSTAIL. _ . ~' - ~ ',', , '..:' ,;-'~'~:l~1, ~" l<: 'f';:'''~, 'f' .;;.. ~.:;:',e : t'l.:"\" .. {, ..~t~'I~ (' Ii. '0/ tt, . flV ~i' i ~ ! ,~','4 ; [t'l: ~" i ''''~~J'~';' , '~J' ' ~\/, 'IY~" 'I!~-' ;{ ,i 'j~~;'{' f. i~2\~' '~. : ~~(.?" : '~,'.',,~,'./" c i l;'-!tf'" i ~'>', , 't~{ , ~i, "~)' ~ "'~ -t. . \L, .1'(," i)" ~f'( , - '1''''------.:..- .,,~/,,/ . "" j-,,--~...(.' . : { ~ '~~f'" ,,^, ~~, .' ,~':' eruD 8FAC!Na 16l\ 24" ,~.: ;.; - ? !::.\ ,5;~~'~ , " .o" -..-,.. ,"->;~ ';",f.1., " ;IJ,' ......1.; , '~ "<:: ;'1" f" " " ..~ ~ OABLE TRUe&, . ~ ~V '..J'; ILlI BRACE UJI10d 0 4" OIC (e~l: ~E:DUlE t:OR ellE AND LOCATION) v'" ~~:~ 12 .~' ~ fA\ ~~ I '{V ~ ..............""""" ~~ '~ ~~~ .. I.~~ I (;\ '{V .. .. .. .. .. .. .. .. .. .... .. .. .. .. .. .. .. .r. .. .. .. . .. ........ .. -. w.. .. .. .. .. .. " .. .... .. ~.... .... .. .. .. .. .. .. _ .. .. ); .. . .. .. .... """" .. .. .. .. .. .. .. .. .. .. ~ " .... ...... ........" ........ ............~.... .................. ........ .. .. .. .. .. .. .. .. .. .. .. " .. .. .. .. .. .. .. .. .. .. .. .. ;. .. .. .... .............. .. .. .. .. .. .. .. .. .. .. .1.. .. .. .. .. .. .. .. .. .. .. .. ~:.. .. .. .. .. .. .. .. .. . . . ~. . . . . . . . . . . . ~ . . . . . . . . . . . . 't . . . . . . . . . . . .'''' . . . . . . . . . . . ,'. , . . . . . . . . . . +i . . . . . . ., . . . . . ,. . . . . . . . . . .. ..... '. . . . . . . . . . . . .t. . . .. ...... ............ II . . . . . . . . . . . . ~ . . . . . . . . . . . '.. . . . . . . . . . . . ~'. . . . . . . , . . . , ~ . , . . . . , . . , . . h . . . . . . . . . . . . it . . . . . . . . , , . .:. 'I' . . . . , , . . . e1:' . . . . , . . . . . . . . . . . . . . . . . . . . . . . ; , , . . . . . . . . . . . . . . . . . . . . .1. . . . , . . . . . . . ~" . . . . . , . . . . . f!'. . . . . . . . . . . . , . . . . . . . . . . . . I' . . . . . . . . . . . II;. . I . . . . . . . . . 1~' . . . . . . . . . . . .,. .......... ~ . . . . . . .. ,.....,..,......, ,',..., .,.,. , ....".,.....".,.....,. ~..,...,.,.. ,,~..,...,..,. .,...,..,.,... h..'.'..,..,. ~,.. "",."..',.".,...., .,."...,...., .'C..'.. " , .; .....:.,!I \-' ,,- ,: ~", -:,- ---I~~"~ ~-- - ii - ___'L. ~- T~" - ;,~ --' ,"- _'b_~ - 1 ~. ~: -- ~ - .. ,-----.---, L_ 'n-----ry...,----~~,-__....""'~,-~~c---,-.---F"-.--..I.l-,-H-- ~___ _..:~ _,_, - 1, \. : L '_.,,-____' ' -,' ~ ...~.<.., '1 ' -::'----..----.c-r---.----"'-"~.~--.f----.... ,~'-----.-.:.."-- !: ,I J:; If I . ._ ..___. jb",~,_ -"'-.' .~._..,,.. _'h_"h. --..- - -y_'__' ___h,___ ._:-~- - y-------.-_______-___ -:"'-"-""'\r'- _ _,~, _ _> --..'~._.." ~~ ___u___._ _ ...,;-____ '_~. ,I '. . I t. ;' I I I I \ I I I I I ! I I I I I I I I I ! I I I I -, L. .. -, T I ,,'_.. --"t' CONT, BEARING GAebJUiNO e~ACING OJ!TAI~ WIND e,PEcD le>0 MP~, MeAN WALL ~eIG~T UF TO .30'-(Z)1I ~ALc: 3/41'. P-011 GABLE BRACING NOTES GABLE TRUe5 1 ) THIS DRAWING IS FOR STANDARD GABLE END DETAIL AND GABLE END' BRACING ONLY. ~ ~V LII BRACE: W/10d 0' 411 OIC (eE~ ea-iEDULE: FOR ellE AND LOCATION) 2) USE SAME GRADE AND SPECIES AS ADJACENT GABLE WEB FOR ALL ., , BRACING REQUIMENTS. ' . ,::'; "..., 12 ~ ~~/ "......,...,/ '~ r--"" fA\ ~~ ~ : ~ r--...... 3) BRACING COMPLIES WITH TPI-85 AND SBCCI.9~1. I 2"x411 LcOO~R TO MATEC~ BOTTOM COORD eLOPE a: ecleOOR TRUOO I --- - "X =------- ATTAC~ to u..eoo WIT~ CL.uen:Re a: ~ ::=:-- - -------=..... ',( 4) !0d NAILe L----::=~ 4::::---- ~ ~ ~..... ------ ' ----- .. -;.. "-'r---=:=:::: ~ fB\ !...t _____-- .. ~ --- "-'r----..-. ~ l-~ I ~,J' I~ I --- ...,.. ... ..,.. . ..... . ..,. ".-.. .,.. . .... . .." . ...".... 'J . .., l .-,-,. t . ,.. ,.....".., I . ... . . . . . . . . . . . , . . . . . . . . . . . . . . . .. . '. . . . . .'. ..........................'............ ............,.............. ............... ........,.. ~I' . . . . . .. . . . . . ~' . . I . . . . . . . . . II . . . . . . . . . . . . . . . . . -. . . . .. . . . . . . . .: . I . .. .......J....................... It . . . . . . . . . . . . .. .............. .~. .. . . . .. . . .. . .. 1..............., . . It . . . . .. .. . . .. , .. . . . . . . . . . .. 'l~ ' . . . .. . . . . .. .. "1' . . . . . .. . . . . . . . . . I" . . .. . . . . . . . . .. . . . . . . . . . . . ., ....................................... ............ n . , .. .. . . . .. . . . '.f . . . . . . , .. . . . 'l!' , . . . . . . . . . . ~i' It . . . .. . . . . .. . ,.' . . . . . . . . . . . ;; . .. . . . . . . . . . . , . . . '1' . . . , . . . . . . . .;. . . .. .......,.".,..,.....,......,." ,. . . . , . . , , , . .. ..".."... .I,. . , . . . . . . . . . ;,. . . . , . , . . . , . , . . , . , . , . ~ . . . , . , . . . . . 't.:...:,.' ' . . . . . . . 'r . . . . . - -,_-__-'_______.L- .-.. -' ------)- ....--...--- - ' . ____., . ~_~, ,__---.-_____''---_. jl .,' JI ...---~'L--~. J _~--J-- t I , if II Ii ,I ' 'j it !I I' : ;1 .j ,i " !' , f-----. -"---- ,- -- -- - _..___;'___'___.!'_._'_'_J~____'~-on---,.~-,---. -r' ----.-, J: --'-~r---- 4_.- ---'r----.J~- ----r-----'--------' I, j ( j\ :i If ; J; , '~ ,,- _..A._, __n__. ",-- ,_J -~;--- _..J:L.-,___._ -t~ ,__.___~. .. ~ \. ---.._., ,.._J1..__.___...,__.jL...-.___, '_.__ _ Jt__.____._.____.~i..-___.~_ _ __.. ~. r' ~ ; ONT. BEARINCs ";.. ecleeoR GAe~O e~ACING O'1AlLt . WIND 8FEED l~ MP~, MEAN WAlL l-4elG~T UP TO .30'-0" ~ALE: 3/41\ al'-(z)" r ~ D E DAN6CO p.o. eox 3~t' APOLLO eEACH, I=L 1&12 ENGINEERING (81.3) ~4o-(z)lh ;, ilL II. BRACING REQUIR1'1ENTG NO ilL II BRACe 0'011 . 4'.0. (Z)'-0" - 4':'0n tiJ~~,,\.~ WINDJAMMER ~OME "BUILD!::, Rei INC. . ~ _ '0CALENolSD DRAUN D,~ XrJ ~ DAtE 3-'1-11 E~CJ\L^~I fo.E:~.lOE.~J(<: I ~~~ \I{ 1 '\ GABLE BRACING PET AILe .~~ \. "'. JDB N(). <]-\ -115 '\ 'J~~ . I ,.) ) (I) 2"x411 IIL"6~E: 4'-011 - 81.(Z)1I 41.0" _ 11-~1I (2) 211x4" (2) 211x611 ilL H 6~e IlL" 6RACE 81-0" - 12'.(Z)" 121-0" - !6'.(Z)1I 1'-0" . r~'.0u 10'-0" - 14'-0" · TO THE 8EST OF THE ENGINEER'S KNOWLEDGE AND BfLlEF, THE STRUCTURAL PLANS ANO SPECIFICATIONS COMPLY WITH THE STANOARD BUILOING CODE, SECTION 1295 FOR 100 mpl1 WINO ZONE (1991 EOmON). NOTE: ilL II BRACE MUeT EXTeND AT LEMT W% a= tLEB LENGT~ · THIS DRAWING AND DESIGN IS VAllO FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SI!ALEO. . " ~ l )0" 0 10)( V /' / .----' ----- -- - - - \J:. \ ~~ I ! \ , d D ~' ..---- .""-- I A(~ (f( I l I I; , If " . , i o ~ 1~?~ [J -.~.~.-~:~3~E:~~T~~iS~=~'=====-"1 I '~"r') /, ~ ~f-/ 1 (..}J~.~~..c,~,_~._,,___~___._ __...__,..'__~_I ' ::-r.Ll 1 ..1/-:/.",- ...::"',_' . J' - ('I U'''''r~ 1 ' '>',1'-""n t~AJk"<'~ .5_".__1Jl:. STD 0'0.01 '-,' ! ' C"." ,C '" _<..~".". "" _.'_.._" .,___,,, "_. _, _,,_,_ . ," t" -"./8 Lf2,f... 'il "_". ML-?:." '" ' ' ''''~-<- . {~:' :::::.)(.;:.f:::".....'-'..._..._lt i.:/\,t!..:,.__....___.., I, "'.. '. . ~'r"--";7 ~:. jr} ~J c:.8CLt!6-.. " .,..." 1. '- f1 'i'- i '4 - , ; 1- ,-. ..... "C:;r. 1..-. '" I....'..... ... _ . j-~: "~~i.:. .A(j_.--......_ ....J._,.___.._....,-4 2 (' " :.~, /-:{QQ _ SH~ ;~_-".JQ._ r "_'P_"::c, J' .:' -- :, ~ ~;;-';?Ci, ,'!' , . '.' ';, ,:;:~;.j~-;i:(~?(~~_:~__[.~~.,tf~:._..-3:.;~~::_.:....___,___ ' . -.-...----.- "'''. l ""Ft 1- Q.. , ":" "'''-'rv 1 ('FM /f0' Qrr._,. c. "-CO, , ' "', ':~~~::'-~;~ :::c,=:.~ :::::::.____.~:;--_-_.-j r......' Z[ 3/.a / /13--~u--~-l ' , \". E 0 ("'. J. [J.! .. ~~__, · '~.)t-;..:" ,~,) ~ 'I'~--~-~;-'-""B. ~- . Lh i.--.-i ; : ", ,o" r r" :~; 0' '" L L L1:.._._ "'_.,~ f.:-_ '_"__~ : u I~, I \,- U,' "-'~"--, ~ ::':.---"--._w__ .._.,..".., ". '-...---.---. '-----,-----