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<br />L <br />+-- W -J.-- w-J-l <br /> <br />..l<- W/2 -L- W -l W/2<<l.H. <br /> <br />00 NOT BlOCK <br />FIE EXIT wtOOw <br /> <br />~ <br />! <br />~ <br />~ <br /> <br />I <br /> <br />(/) <br />I- <br />~ <br />g <br />~ <br /> <br />VAAES <br /> <br />0Ym-W'lG V ARES <br /> <br />I~ <br /> <br /> <br />'r x ---EFlONT W AU.. BEAM <br />SElECT 'I.: FROM TABlE 1 <br />use 'I.: . W/2 + O.H. <br /> <br />W V ARES <br /> <br />I <br /> <br />(/) <br />L ~ <br /> <br />> <br /> <br />'rx3.~ <br />SEE TABlE 2 <br /> <br /> <br />ANCHOR W111i ~ Q-wfa. <br /> <br />WOOO FRME SH:D W111i 2 x " <br />PAESSLR: TREATED PfE ~ TC <br />ANCHORED TO CONCRETe W111i <br />1/4. CONCRETe FASTe.ERS AT <br />"'.(1' O.c. <br />!.'D-SI'AN BEAM SElECT L FROM <br />TABLE 1 <br />FRONT WAU.. BEAM SElECT L FROM <br />T A8I...C 3 <br />SHADNG TYPe I <br />DENOfES NTERlOA POST MAX. <br />ROOF NEA SEE TABLE 2 <br /> <br />SHAOt4G TYPe I DENOfES EXTERIOA <br />POOT ROOF M>E.A SEE TABlE 2 <br /> <br />~ 3. x 3. x 0.060" nAJ- <br />BOt. TED TO I-EADEl'l POST ANCHOR <br />TO COtlCRETC SEE DET M. REClIA"a) <br />POST TYPiCAl. <br /> <br />L <br /> <br /> <br />SINGLE WVE A IT ACHED CARPORT <br /> <br />DOUBLE WIOE A TT ACHED CARPORT WITH CENTER POST <br /> <br />I <br /> <br />(/) <br /> <br />~ <br /> <br /> <br />SEE ROOF ~CTlON DETM.S <br /> <br /> <br />ROOF CCNECTlON DET M.S <br />Sl-EET " AK) 5 <br /> <br />M(l-$i'AN BEAM SI.RS SPAN <br />T A9t? 1 <br /> <br />POST TO BEAM SElECT FROM <br />TABlE 3 <br /> <br />I <br />~ <br /> <br />ROOF PMElS <br />SEE SH:ET 8 <br /> <br />POST SIZE AK) SPACUJ <br />SEE TABlE 2 <br /> <br />1~ <br /> <br />3-1/'r 2500 P.& CONCReTE SlA8 <br />W111i e x e wa.oeo WfE '-ESH <br />OR FBER '-ESH CONCRETC Oval <br />V APOA BAARER <br /> <br />J, <br /> <br />l <br />" <br /> <br />VARES <br /> <br />POST TO BEAM SElECT FROM <br />T ABL'= 3 <br /> <br />VARES <br /> <br />~ <br />1 <br /> <br />POST $lZE AK) SPACUJ <br />SEE l.rae 2 <br /> <br />3-1/'r ~500 P.!.L CONCRETe Sl..AS <br />W111i 1.. x e WELDED WfE '-ESH <br />OR f':~ '-ESH CONCRETe Oval <br />V APOH BARRER <br /> <br />-cl <br />I <br />f--W J w-ll <br /> <br />L W/2 -L- W -1 W/2<<l.H. <br /> <br />~ <br />~ <br />~ <br />g <br />~ <br /> <br />VARES <br /> <br />I <br /> <br />N <br /> <br />ANCHOA W111i I-EADEl'l Q-wfa. <br /> <br />rnoNT W AU.. BEAM <br />SELECT L FROM TABLE 1 <br /> <br />MIl SPAN BEAM <br />SElECT L FROM TABlE 1 <br /> <br />SElECT BEAM FROM TABlE 1 <br /> <br />POST <br /> <br />SHAOt4G TYPe I <br />SEE TABlE 2 <br /> <br /> <br />~ TYPe 1 <br />SEE TABlE 2 <br /> <br />DOUBLE WIDE A TT ACHED CARPORT WITHOUT CENTER POST <br /> <br /> <br />~ <br />~ <br /> <br />(/) <br />I- <br /> <br />~ J <br /> <br />ROOF PMElS <br />SEE Sl-EET 6 <br /> <br />VARES <br /> <br />SECTION THROUGH SINGLE WIDE A TT ACHED CARPORT <br /> <br />SECTION THROUGH DOUBLE WIDE A IT ACHED CARPORT WITH CENTER POST <br /> <br />SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST <br /> <br />SEE <:<:NECTlON DET M.S <br /> <br />~ <br />~ <br />; <br /> <br /> <br />PAN OR COt.f>OSlTC ROOF PMEl <br />SEE Sl-EET e <br /> <br />TOP ~TC P.T. OR W111i VAPOA <br />BAARER AT AI.~ ROOF <br /> <br />'r x 4. LLM3ER TOP ~TC ~ ROOF <br /> <br />~ <br /> <br />'r x 'r x 0.0<<. AI.~ OR <br />'r x 4. LLM3ER n SPF. (Wt) <br /> <br />Sl-EA~ <br />7/W O.s.a. OR 1/'r f'l.. YWOOO WfTli <br />Sn.os 2". ON CENTCR OR STRUCnIW. <br />GRADE 1lERMAL f'l.. Y WIDi Sn.os AT <br />W ON CENTCR <br /> <br />'r x 4. PAEssu:E mEA TED ~ TC WfTli <br />3/8" x ~1/'r CONCRETE ANCHOAS AT <br />"'.(1' ON CENTCR <br />SEE SlAS DET AU <br /> <br />SEE <:<:NECTlON DET M.S <br /> <br />~ <br />~ <br />g <br />~ <br /> <br /> <br />12" x PAN (SEE T AEJlE) USE W <br />TO SElECT PAN FOR RE~ SPAN <br /> <br />W 1 V AF'!<:$ <br /> <br />FOR rnoNT BEAM USE L-W/2<<lYm-W'lG <br /> <br />~ <br /> <br />SH:D IS F!W.ED W AU.. A TT AaE> TO <br />HOST STFlUCT1.F:E <br /> <br />Al.lHU.4 POST AK) BEAM <br /> <br />~~ <br />7118" o.sa OR 1/'r f'l.. YWOOO W111i <br />sn.os 24. ON CENTCR OR STFlUC"T1..RAI. <br />GRADE 1lERMAL f'l.. Y WIDi sn.os AT <br />W ON CENTCR <br /> <br />'r x 4. PAEssu:E TREATED ~TC W111i <br />3/8" x ~ 1/'r CONCRETC ANCHOAS AT <br />"'.(1' ON CENTCR <br /> <br />SEE SlAB DET ALS <br /> <br />NOTES: 1. ANCHOA PANS TO I-EADEl'l Cl-WN3. WIDi (3) t10 x 1/'r s.M.s, WI WA~ <br />2. ANCHOA PANS TO ROOF BEAMS WfTli (3) t10 x 1/'r s.M.s. WI WA~ <br />3. ANCHOA ~ TO CONCRETC FLOOR W111i 2-1/". x ~ CONCflETC ANCHOAS. <br />.... ANCHOA ~ TO BASE PLATE WfTli 1-1/4. s.s. BOLT <br /> <br />UTWY SHED AND CARPORT WALL SECTION <br /> <br />3. REcavm CHNH:I.. ANCHOAS <br />WIDi (3) EAOi t8 Sl-EET t.ET AI. <br />SOlEWS AT 12" ON CENTCR <br /> <br />MIl SPAN BEAM <br />SEE SPAN TABlE 1 <br />POST TO BEAM SElECT FROM <br />TABlE 3 <br /> <br />1=* <br /> <br />POST SIZE AK) Sf' ACUJ <br />SEE TABLE 2 <br /> <br />3-1/'r 2500 PSI CONCRETC SlAB <br />W111i e x e WELDED WfE '-ESH <br />OR F13ER '-ESH CONCRETC Oval <br />V APOA BARRER <br /> <br />Woo Load to Snow Load Conversion Table <br />50 Yr. Snow Load ~ Snow Loa wnd L~ I EUCi"lg T~ <br />5 - 25 t/$q. Ft 3. 15 t/$q. Ft 95 MP.Ii; Open EUCi"lg <br />2e . 30 t/$q. Ft 15 - f1 t/$q. Ft 100 MP.H.: Open .~1lJ <br />31 - 35 t/$q. Ft f1 - 19 t/$q. Ft 120 MP.Ii; ep..l ~ <br />36 - 00 t/$q. Ft 19 - M t/$q. Ft no MP.Ii; ~ :U~~ <br />61 - 70 t/$q. Ft M - 39 t/$q. Ft 120 MP.Ii; EncloiN ~ <br />Select roof 01 wal I!lelli)<<. from appropriate wild load lIIiJea. <br /> <br />TH: DESIGNS AK) Sf ANS SHOWN ON nESE <br />ORAWUiS ARe BASED ON nE LOAD ~rs <br />FOR TH: FOLLOWUl C()OES: <br />1) STAtlJAAD Ell.LDUl C()OE 199-4, aiAPTER 18 <br />NCll.U<<l SSTD 10-93 <br />2) BOCA NA llONAI. Bl.I..OtlG cooe 1993 <br />3) TEXAS DEPARThENT OF tlSI.RANCE WN)ST~ <br /> <br />Joe NME: <br />AOOAESS: <br /> <br />ORAWUl FOR atE PERMT en. Y <br /> <br />(/) <br />l- <br />e: <br />o <br />Pi: <br />c:( <br />u <br /> <br />'-J <br /> <br />~~s <br />+-='~:~ <br />- a f: <br />~~f~~ <br />m~Qi~ <br />ui;~~~ <br />~1~1~ <br />It;! d <br />lja: <br /> <br />l <br /> <br />\ <br /> <br /> <br />1 <br /> <br />OF <br /> <br />8 <br />