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Home My WebLink About98-7633 L +-- W -J.-- w-J-l ..l<- W/2 -L- W -l W/2<<l.H. 00 NOT BlOCK FIE EXIT wtOOw ~ ! ~ ~ I (/) I- ~ g ~ VAAES 0Ym-W'lG V ARES I~ 'r x ---EFlONT W AU.. BEAM SElECT 'I.: FROM TABlE 1 use 'I.: . W/2 + O.H. W V ARES I (/) L ~ > 'rx3.~ SEE TABlE 2 ANCHOR W111i ~ Q-wfa. WOOO FRME SH:D W111i 2 x " PAESSLR: TREATED PfE ~ TC ANCHORED TO CONCRETe W111i 1/4. CONCRETe FASTe.ERS AT "'.(1' O.c. !.'D-SI'AN BEAM SElECT L FROM TABLE 1 FRONT WAU.. BEAM SElECT L FROM T A8I...C 3 SHADNG TYPe I DENOfES NTERlOA POST MAX. ROOF NEA SEE TABLE 2 SHAOt4G TYPe I DENOfES EXTERIOA POOT ROOF M>E.A SEE TABlE 2 ~ 3. x 3. x 0.060" nAJ- BOt. TED TO I-EADEl'l POST ANCHOR TO COtlCRETC SEE DET M. REClIA"a) POST TYPiCAl. L SINGLE WVE A IT ACHED CARPORT DOUBLE WIOE A TT ACHED CARPORT WITH CENTER POST I (/) ~ SEE ROOF ~CTlON DETM.S ROOF CCNECTlON DET M.S Sl-EET " AK) 5 M(l-$i'AN BEAM SI.RS SPAN T A9t? 1 POST TO BEAM SElECT FROM TABlE 3 I ~ ROOF PMElS SEE SH:ET 8 POST SIZE AK) SPACUJ SEE TABlE 2 1~ 3-1/'r 2500 P.& CONCReTE SlA8 W111i e x e wa.oeo WfE '-ESH OR FBER '-ESH CONCRETC Oval V APOA BAARER J, l " VARES POST TO BEAM SElECT FROM T ABL'= 3 VARES ~ 1 POST $lZE AK) SPACUJ SEE l.rae 2 3-1/'r ~500 P.!.L CONCRETe Sl..AS W111i 1.. x e WELDED WfE '-ESH OR f':~ '-ESH CONCRETe Oval V APOH BARRER -cl I f--W J w-ll L W/2 -L- W -1 W/2<<l.H. ~ ~ ~ g ~ VARES I N ANCHOA W111i I-EADEl'l Q-wfa. rnoNT W AU.. BEAM SELECT L FROM TABLE 1 MIl SPAN BEAM SElECT L FROM TABlE 1 SElECT BEAM FROM TABlE 1 POST SHAOt4G TYPe I SEE TABlE 2 ~ TYPe 1 SEE TABlE 2 DOUBLE WIDE A TT ACHED CARPORT WITHOUT CENTER POST ~ ~ (/) I- ~ J ROOF PMElS SEE Sl-EET 6 VARES SECTION THROUGH SINGLE WIDE A TT ACHED CARPORT SECTION THROUGH DOUBLE WIDE A IT ACHED CARPORT WITH CENTER POST SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST SEE <:<:NECTlON DET M.S ~ ~ ; PAN OR COt.f>OSlTC ROOF PMEl SEE Sl-EET e TOP ~TC P.T. OR W111i VAPOA BAARER AT AI.~ ROOF 'r x 4. LLM3ER TOP ~TC ~ ROOF ~ 'r x 'r x 0.0<<. AI.~ OR 'r x 4. LLM3ER n SPF. (Wt) Sl-EA~ 7/W O.s.a. OR 1/'r f'l.. YWOOO WfTli Sn.os 2". ON CENTCR OR STRUCnIW. GRADE 1lERMAL f'l.. Y WIDi Sn.os AT W ON CENTCR 'r x 4. PAEssu:E mEA TED ~ TC WfTli 3/8" x ~1/'r CONCRETE ANCHOAS AT "'.(1' ON CENTCR SEE SlAS DET AU SEE <:<:NECTlON DET M.S ~ ~ g ~ 12" x PAN (SEE T AEJlE) USE W TO SElECT PAN FOR RE~ SPAN W 1 V AF'!<:$ FOR rnoNT BEAM USE L-W/2<<lYm-W'lG ~ SH:D IS F!W.ED W AU.. A TT AaE> TO HOST STFlUCT1.F:E Al.lHU.4 POST AK) BEAM ~~ 7118" o.sa OR 1/'r f'l.. YWOOO W111i sn.os 24. ON CENTCR OR STFlUC"T1..RAI. GRADE 1lERMAL f'l.. Y WIDi sn.os AT W ON CENTCR 'r x 4. PAEssu:E TREATED ~TC W111i 3/8" x ~ 1/'r CONCRETC ANCHOAS AT "'.(1' ON CENTCR SEE SlAB DET ALS NOTES: 1. ANCHOA PANS TO I-EADEl'l Cl-WN3. WIDi (3) t10 x 1/'r s.M.s, WI WA~ 2. ANCHOA PANS TO ROOF BEAMS WfTli (3) t10 x 1/'r s.M.s. WI WA~ 3. ANCHOA ~ TO CONCRETC FLOOR W111i 2-1/". x ~ CONCflETC ANCHOAS. .... ANCHOA ~ TO BASE PLATE WfTli 1-1/4. s.s. BOLT UTWY SHED AND CARPORT WALL SECTION 3. REcavm CHNH:I.. ANCHOAS WIDi (3) EAOi t8 Sl-EET t.ET AI. SOlEWS AT 12" ON CENTCR MIl SPAN BEAM SEE SPAN TABlE 1 POST TO BEAM SElECT FROM TABlE 3 1=* POST SIZE AK) Sf' ACUJ SEE TABLE 2 3-1/'r 2500 PSI CONCRETC SlAB W111i e x e WELDED WfE '-ESH OR F13ER '-ESH CONCRETC Oval V APOA BARRER Woo Load to Snow Load Conversion Table 50 Yr. Snow Load ~ Snow Loa wnd L~ I EUCi"lg T~ 5 - 25 t/$q. Ft 3. 15 t/$q. Ft 95 MP.Ii; Open EUCi"lg 2e . 30 t/$q. Ft 15 - f1 t/$q. Ft 100 MP.H.: Open .~1lJ 31 - 35 t/$q. Ft f1 - 19 t/$q. Ft 120 MP.Ii; ep..l ~ 36 - 00 t/$q. Ft 19 - M t/$q. Ft no MP.Ii; ~ :U~~ 61 - 70 t/$q. Ft M - 39 t/$q. Ft 120 MP.Ii; EncloiN ~ Select roof 01 wal I!lelli)<<. from appropriate wild load lIIiJea. TH: DESIGNS AK) Sf ANS SHOWN ON nESE ORAWUiS ARe BASED ON nE LOAD ~rs FOR TH: FOLLOWUl C()OES: 1) STAtlJAAD Ell.LDUl C()OE 199-4, aiAPTER 18 NCll.U<<l SSTD 10-93 2) BOCA NA llONAI. Bl.I..OtlG cooe 1993 3) TEXAS DEPARThENT OF tlSI.RANCE WN)ST~ Joe NME: AOOAESS: ORAWUl FOR atE PERMT en. Y (/) l- e: o Pi: c:( u '-J ~~s +-='~:~ - a f: ~~f~~ m~Qi~ ui;~~~ ~1~1~ It;! d lja: l \ 1 OF 8 P AN ROOF ANCHORING DETAILS EXlSTm TfIJSS OA RAF"TER SEAUNT I-EAOEA (SEE NOTE aaoW) '8 lC 9116" s.M.9. (3) PER PAN ND (1) AT RISER '10 lC 1-112" s.M.9. (1) PER RAF"TER OA TRUSS TAL ROOF PMEl. '10 lC 3J 4. s.M.9. AT 12" ON CENTEfl IS lC 9/16" s.M.9. (3) PER PAN ND(1)ATRISER EXlSTm FASCIA 1J...TERNATE OOtl'-ECTlON: '8 lC 1-114. SCREWS (3) PER PAN NTO FASCIA nt=lOUGi PAN BOXED EN) COMPOSITE ROOF ANCHORING DET ALS ROOF PANEL TO FASCIA DETAil.. I-EAOEA (SEE NOTE aaoW) '8 lC 9/16" s.M.9. (3) PER PAN ND (1) PER RISER FOR MASOtflY use 114" lC 1-114" TAP-CON ANCHOR OA EOOAI. AT 24" ON CENTEfl FOR W()(X) use .10 lC 1-112" SM9. OR W()(X) SCflEWS AT 12" ON CENTER ROOF PMEl. '8 lC 9116" s.M.9. (3) PER PAN ND (1) PER RISER EXlSTm HOST STtlUCT1.R:: W()(X) FRME. MASOtflY OA o~ CONSTRUCTION ROOF PANEL TO WALL DETAIL / EXlSTh'G TfIJSS OA RAF"TER '8 lC 9/16" SMS SPACED AT ~ O.e. BOlli SVES ROOF P MEl. .10 lC 1- 112" SM9. OA W()(X) W()(X) SCPEW (1) PER RAF"TER OA muss TfL .10 X 3J 4" SM9. OA W()(X) ~ SPACED AT 12" O.e. .8 lC 9/16" SMS SPACED AT 8" O.e. BOlli SVES EXlSTh'G FASCIA ROOF PANEL TO FASCIA DETAL EXlSTh'G HOST STRUC1U!E WOOD F1W.E. MASOtflY OA o~ CONSTRUCTlQ(f t8 lC 9/16" SM9. SPACED AT 8' ON CENTEfl BOlli SVES FOR MASOtRY use 114. lC 1-114' TAPCON ANCHOR OA "QUAL AT 24" ON CENTER FOR WOOD Use '10 lC 1-112" SM9. OA W()(X) ~S AT 12" ON CENTER ROOF P MEl. t8 lC 9116" s.M.9. $I' ACED AT 8" ON CENTER BOlli SVES ROOF PANEL TO WALL DETAIL NOll:S: W()(X) STRl.JC1'\..fES SHOU..O cotH:CT TO TfIJSS BUTTS OR T1-E SL&-FASCIA fRAIdNQ 'MaE POSSIllE 0tI. Y 15" OF SCf'EWS CAN BE OUTSDE T1-E TRUSS BUTT9. Sl&FASCIA ND lliOSe AREAS SHAll. HAve 00let..E ANCHOR9. AlL SCREWS NTO T1-E HOST STRUCTI..f'E SI-WJ. HAve ~ 1-114. WASI-eS OA SHAll. BE W A$tEA H:AOeO SCl'EWS. /-EADER NSI:le Dt.ENSION SHAll. BE EQUAL TO P MEl. OA PANS "t". T1-E WAlL 11-IQO,ESS SHAll. BE T1-E Tl-ICl<N:SS OF T1-E 1J...lJ.lH..N PAN OA eot.f>OSrTC PMEl. WAlL Tl-ICl<N:SS, !-EADEM SHAll. BE ANCHOAEO TO T1-E HOST STRUCTI..f'E WIlli ANCHOAS APPflOPAIATE Fql T1-E MATERIAL OOtl'-ECn:o TO. T1-E ANCHOAS DeTALED ABOve AfE BASED ON A LOAD ffiOM 120 MP.H. FOR sac SECTION ^.e06 FOR A MA>.J.I..J.t f'OSSlllE SPAN OF T1-E ROOF PMEl. FROM T1-E HOST STRUCnR:. NOll:S: ROOF PMEl.S SHAll. BE ATTACI-E) TO T1-E /-EADER WIlli (3) EAOi .8 lC 112" LONG ~ Fa:S1STANT SH:ET t.ET1J... SCREWS WIlli 112" WASl-ERS. AlL SCPEN lEADS SHALL BE CAl.U<ED OR SHALL HAve ~<:lPREN: GASKET BETWEEN T1-E W A$tEA ND T1-E PAN. PAN ReS SHAll. Fa:C8VE (1) EAOi IS lC 112" SCREW EACH. T1-E PANS MAY BE ANCHOAEO 1l-flOI.JGH BOXED PAN Wl1li (3) EAOi J8 lC l' OF T1-E ABOve ~ TYPES ND T1-E ABOve SPECFED AS SCPEN. (1) .8 lC 112" WIlli fEAD SM9. TOP OF EAOi RISER ROOF PAN (3) PER ROOF PAN IS lC 3J~ wi I-EAO s.M.9. O.e. NTO BEAM (3) PER ROOF PAN .10 lC l' WIlli s.M.9. nt=lOUGi ROOF PAN ND BOX /-EADER O.e. NTO HOST STRUCn.n: ~- / BOX /-EADER B€AD OF CAlU<JIIG 1J...ONG TOP OF BOX /-EADER '10 lC 1 112" wi fEAD SM9. nt=lOUGi BOX /-EADER ON 12" CENTER NTO HOST STRUC1U!E NOll:S: t W1-EN HOST STRUCTI..f'E IS MASOtfly use 114" lC 1-114" DAIVE pt;S OR 114" lC 2-114" TH..H:lER3Ol TS 2. FASTEN T1-E EXlSTm Sl&FASCIA TO RAI'1""ER T ALS rnST WIlli .10 lC 3" s.M.9. PAN ROOF AND BOX HEADER NOn:: CROSS BEAM ATTAQtil AT COlI..Mol ND BEAM BEAM PER DESIGN TABlE CROSS BEAM AT COLUMN AND AT BEAM ~ ~ en ~ 10" F AS~ SCPEN SHOU..O BE A !.fl OF l' BACK FROM T1-E EDGE OF FlAsrhl 3" Cot.t='OSlTE ROOF PAte.. SEE $I' AN T A8lE CI) f- ce o a. ce <( u BAEAKFORM FlAsa-Kl FLASH~G ON SHINGLE ROOFS t FlAsa-Kl TO BE NST AU..ED A !.fl 8" lK>El'l T1-E rnST ROW OF SI-fl3LES 2. ST NDN>C) COI. FOR FlAsa-Kl IS 16" .019 t.L COI. 3. rnST ROW OF NALS wt.L HAve TO BE REMOVED TO NSTAlL Ft..A~ PROf'ERLY 4. Ft..A~ wt.L BE NSTAU..ED lK>El'l T1-E faT PAPER W1-EN POsset..E 5. /-EADER wt.L BE PI.1TTY TAPED ND CAUJ<EO EVEN THOUGH R.A~ IS TO BE NST AU..ED 8. F T1-E DROP FROM T1-E EDGE OF T1-E stfl1E DOWN TO T1-E TOP OF T1-E ~ IS MOAE THAN l' laN T1-E ClAP EOGE wt.L HAve TO BE BROKEN TO cx::N'ORM TO TItS DROP 7. W1-EN lJSIojQ Ft..A~ T1-E SMALLEST SIZE /-EADER A V AI..ABlE SHOU..O BE USED 12" .03 t.C... AOlU'ORM OA 8" BAEAKfOAM IS BEST SUTEO FOR ~ su;e rT KEE?S T1-E FUP l.P OF T1-E /-EADER BACK ffiOM T1-E EDGE OF T1-E FlASI-Nl ~~~ ...:~ i ~ -a !:: <I) 5~ E!>:~I <I) -<l"o, m o~l"o uj~~~i ~i~l~ ~~ l' lC 2 11~ lC O.e<<. CHAtH:L. wi '8 lC 3J~ wi fEAD s.M.9. . 1 112" O.e. MAX. BOlli SVES (2) IS lC 112" wi fEAD s.M.9. P AAA1..1..B. . 112" O.e. MAX. 1l-flOI.JGH l' lC 2 11~ CHAtH:L. NTO BEAM (2) 5/16" lC 3 112" CAD, ST. BOLTS nt=lOUGi 3 OF 8 IINCI-iOO r lC Z' xC.C<<" PlA TC TO ~ WIlli 11." lC 2-1IZ' CONCRElC .t.NCHOflS 'NI11-fl 8" ~ EAOi S()E ~ EAOi POST ~ 2." O.Co MAX. t.Wt 3- 1IZ' SlA8 2500 PSI CONe. 6lC6-lOx'O W.WM. OA mER lo'ESH +- I lEADER BEAM (2) t'O lC r SIfiT I.ET N.. SCfEW MO SCREW SlOTS r lC Z' EXTF\IJSION 1- V8" t.Wt N CONCRE1C VAPOR ~ ~ CONCRE1C HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL Z' lC Z' OA Z' lC 3" OA Z' 5MB POST IINCI-iOO r lC Z' lC O.C<<. PlA TC TO ~ WIlli 11." x 2-1IZ' CONCfET"E .t.NCHOflS 'NI11-fl 8" ~ EAOi S()E OF EAOi POST AT 2.. O.CO MAX. OA llf'IOUGH ANG..E AT 2." O.CO MAX. t.Wt 3- VZ' SlA8 2500 PSI CONe. 6x6-lOx'O W.WM. OA mER t.ESH (4) ''0 lC VZ' s.M.3. EACH S()E OF POST lEADER BEAM t+BAR OA GUSSl:T PI..A TC Z' lC Z' lC 118" ANG..E EACH SI)E ATTAOi TO POST ~ CONCflETE AT LOAD BEN1HJ WAlL WIlli (2) t10 lC V2" s.M.S. EAOi SI)E r lC Z' EXTF\IJSION 1- V8" t.Wt N CONCRE1C VAPOR ~ SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL 1- V2" lC 1- 1IZ' lC 0.080" ANG..E EAOi S()E OF OOU:CTm BUM WIlli SCfEWS AS SHOWN ~ BEAM SEE TABlE 3 ~Y BEAM SEE TABLE 1 OA a ~ t8 s.M.S. lC 31.. LONG tu.em ~QLfB) EQUAl. TO BEAM 0EPlli N NOES NOTE: EXTlU3lONS WIlli NTERNAI. SCf€W BOSSCS 1M v BE C(HEClB) WIlli (2) ''0 lC ~ VZ' MERNAlL V CARRIER BEAM TO BEAM CONNECTION RIXJ: CAP I-EAOERS ~ P NB..S ON BOl1i S()ES OF BEAM FOA GAal.EO APPUCATlON f- - ~ _--r. -----., -, ~ tr1IIlc. ~ "" 1--= jl tm11r:. -----....+~ ~ ta lC 9116" s.M.3. (3) PER PAN ~ (1) AT PAN RISER SVUHT fEAOEA (SEE NOll: BB.OW) PAN OA 00l.f'0SITC ROOF p.va. N..lCR'<ATC ~ ta lC ~11.. SCfEWS (3) PER PAN MO FASCIA llf'IOUGH PAN BOX ROOF PANEL TO BEAM DETAIL FOR 00l.f'0SITC ROOFS: 11.. CJW.lETEl'l LAG SCfEWS WIlli ~ 11.. CJW.lETEl'l ~ WASl-ERS . 12" O_CO (LENGl1i . p.va. TliClQESS . 1') AT ROOF ElEAflUl aa.ENT (SHOWN) ~ 2." a.Co AT NOt+ElEAflUl aa.ENT (SI)E WAlLS) \ FOA PAN ROOFS: (3) EAOi ta lC VZ' LONG s.M.3. PER 12" p.va. ROOF p,va (DESIGN PER TABlES) Sl-fiT a SlFP<:lATm BUM (pER TABlES) ROOF PANEL TO BEAM FASTENING DETAIL 1-112" lC ~V2" lC 0.080" AN<l..E EAOi SI)E ~ OOU:CTm BEAM _ WIlli SCfEWS AS SHOWN PRlMRY BEAM SEE TABlE 1 OA a "..,....,. t8 s.M.3. lC 31.. LONG ~ REQLfB) EQUAl. TO BEAM 0EPlli NOTE: EXT'AlJSlONS WIlli NTERNAI. SCfEW BOSSES 1M V BE C(HEClB) WIlli (2) t10 lC 1- 112" HTmNAI.l. Y CARRIER BEAM TO WALL CONNECTION ROOF p,va SEE SECTlON a IINCI-iOO PER DEl AI. FOA PAN OA 00l.f'0SITC P AI'f3.. SEE TABlE a FOA ~ OF BOlTS ~ SIZE OF POST BEAM ~ POST SIZES SEE SEE TABlE 1 AHJ 2 COL~ NOTClti> TO sur SIDE NOTCH POST TO BEAM CONNECTION ROOF p,va SEE SIfiT a ". Cf) l- ce o &: <C U IINCI-iOO PER DEl AI. FOA PAN OA 00l.f'0SITC P AI'f3.. SEE TABlE a FOR tu.em OF BOlTS ~ SIZE ~ POST ~~~ ...; ~ Ii ., -a ~ ~~f~~ (Q~a~~ uj~~~1 ij~l~ 'g ~ BEAM ~ POST SIZES SEE SEE TABlE 1 AHJ 2 COL~ NOTClti> TO sur CENTER NOTCH POST TO BEAM CONNECTION 1993. 4 OF 8 II IJ.~ ~ <' '> .. --.,./ ~ .. INTERNAL OR EXTERNAL RECEIVING CHANNEL Z' x Z' x 0.063' ANCl.ES , 0 0<1 INTERNAL OR EXTERNAL ANGlE CLIPS .......~ 1UlE COLLt.fl EX1l'U)EI) Al.I..Y-UA BASE OR BPCAK FCH.E> IJ.CLP COflAQSION RESlST1Ve STE8.. nRJ BOLT PER saa:ltl.E ~ CONO'lETE Sl..A8 OR FOOrnG <I '0 CONO'lETE ANCHORS PER SOtilU..S TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: A TT A<>>.ENT DET ALS SHOWN REQ..R DIAGONAL BAActlG FOR FREEST Atu.IG COVERS Z-a' I.fi BEFORe SlOPE (1) ~ BAA CONT. 3-\lZ' ~ I I I I I I ! I I I ' Ii!!ffi" TYPE I R..AT SlOPE I NO FOOrnG O-Z'112" TYPE I r.l()OERATC SlOPE FOOrnG Z'112" - 1'-10" POST N ~ ,. BAA 12" LONG POLFlED ~ Fti"Efl TO TABLE 4 ISOLA TED FOOTING :yo x 3' POST ~ BOLTED TO ANO-iOR ~ 2-3/4' x 2-3/4. x 2.\lZ' LONG \IS' l'U3U3 waoeo COtH:CTlON FASTEN PER TABLE 6 12" x 12" x \14. PlATE BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION OPTlONAL. ~ C,I.P BLOCK OR BLOCK (1) ,. BAA AT COlNJ'lS Nf) 'a-a' a.c. F1..L C8..LS Nf) KNOCl( OUT BLOCK TOP CCltRSE WITH 3000 PSI PEA ROCI( CONCRETE OEQ( OR GlOLN) lEVa RI380N FOOrnG OR twtONOUntC F twtONOUntC Sl..A8 IS lJS8) SEE NOTES CA' DETALS ea.OW ANCHOR .......~ IlIME TO W AU. OR Sl..A8 WITH \14' X 2-tlZ' MA~Y ANCHOR ~ ry CA' POST Nf) 24' a.c. MAXM..N (1) ,. BAA CONTNJOl.JS ry X ry X 16" BlOCK W AU. (MAX. 321 (2) ,. BAAS I.fi 2-tlZ' OfF GlOLN) KNEE WALL FOOTING FOR SCREENED ENCLOSURES 'r . TlfClQ,ESS OR REOUFlED POST I~ ......;.-. ------,... . . . , . . TOP CA' GRADE (/) ~ > L:i' . J '" , {-- I :yo X :yo POST PER TABLE 8IJ b. 2500 pal CONCRETE f'fE-1.()( RAISED PATIO FOOTING 3/ry X 3-tlZ' BOt. T (2) Z' X Z' X 'r .t.NGlE OR (1) IJ.~ X 'r :yo X :yo BAse PORCH POST CONNECTION ALUMINUM CONVENTIONAL CONSTRUCTION NOTES: 1. NO FOOrnG REQIAE) EXCEPT ~ AOOAESSUl EflOSION LNT1. nt: ROOM EXca:os 16'-a'. ROOMS GAEATER l1-iAN 16'-a' use TYPE I FOOmG. 2. FOOTIDS SHALl.. BE I.fi 2,500 PSI CONCAETC WITH 6x6-lOxlO wa..oeo WfE t.ESH OR I'IlER t.ESH WI Y BE lJS8) N LSJ CA' t.ESH. 3. F LOCAl. Ell.l.DNG COOES REQ..A:S A MtM.t.f FOOrnG use TYPE I FOOrnG OR FOOrnG seCTlON REOUFlED BY LOCAl. cooe. LOCAl. cooe GOVERNS. SLAB DET ALS ADDRESSNG EROSION (1) " BAA CONT. ~ TYPE . STEEP SlOPE FOOTm , 1'-10" PAD FOOTING JL.,:. -{ L:J ~ J ry 1--'1< .......~ STRUCiUE FOOrnG 2500 PSI CONCAETC WITH (1) IS BAA CONT. MtM.t.f 2. \12" OfF GlOLN) RIBBON FOOTING TYPE I ~-{ .' ' . .... .'~.. ~ L'12":j-'1< .......1..t.4NJ.l STRUCiUE FOOrnG 2500 PSI CONCAETC WITH (3) t3 BAA CONT. ............ 2-\12" OfF GlOLN) RIBBON FOOTING TYPE U .......~ ATTACH.ENT 3- tl2" CONCRETE Sl..A8 6 X 6 - 10 X 10 waoeo WF.E t.ESH OR FIlER t.ESH CONCRETE VlSQl..eE II APOR BAffiER I.H)ER su,ss HA VNG STRUCiUES ABOVE WEll. COId'ACTED CLEAN F1..L OVER SACRI'lCED NA ~ SOL 9O't> REL.A T1Ve DENSITY CONCAETC FllEO BlOCK STEM W AU. 8"' X S' X 16" eMu. ry X 12" CONCRETE FOOrnG WITH (1) t5 CONTNJOUS LOCATE ON lKlIS1Ul8ED NA~ SOL (1) '5 VERTlCAL BAA AT COAt.ERS Nf) 'a-a' a.c. GN..V. t.ETAL STRAP (14 GA. X 1") ry X ry X 16" CONCAETC BlOCK 8"' X 24' X 24. POLFlED CONO'lETE PAD (2) t6 BAAS (18" LONG) EACH WAY ~ POLFlED C8..LS WITH 15 BAA (SAKRETC READY I.()( wI GRA va..) en l- e: o 8: <( () ~~~ --~ Ii .. -a ~ ~~!~~ a:l~Q~<D uj~~~i Q)~~I~ ~i ctSg~ ~N 0 ? SHEET 5 OF 8 Table 1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and Open Buildings with Solid Roofs Aluminum Alloy 6063 T.6 Wind Zone ,. 10Z MPH I "V m..n I lZ0 MPH I 1Z5 M~$40 MPH Applied Load ,. 17#/sq:Ft. ZO#/Sq.Ft. \ 23#/sq:Ft. I 26#/sq. . ffisq:n:- Load vv'o tn T'T.l HOllOW lilt 5' 8'.9' 8'-0' 7 -6' 7.1 6'-4 I)' 7.11 7-4 6'.10' 6'-5' 5'.10' , 1-4. 0'.\/' 0-4. ~..1 5":4' ~ ~ 6-4 5'.11 5'.7 0'-0 ,.. 15'-6 5.11 5'.7' - 5'.3' 4.9 lU' 0.-" ~ -tl. ~..4. 4..1 4":6' 11 5.10' 5.5' 5',1' 4 -\/. 4=-3' 1Z' 5.7 5.2' 4.10' 4.( 4,1 Load VVlotn ,U' HOIOW IlItorZ'x4"x,O-S-u tOIlOW 5 10.8' 9'.10" 9'-2' 8'.[ TV 6 9 -8' 8.11 8'-4 7.10' 7.1 , tl-ll SC:.l 1.9' 7':3' 6T.7 8 8.5 7 -9' 7 -3' 6.10 6.1' 3 ['.11 7'-4 6.10' 6'-5' 5 -9' lU -0 6'.11 6 -6' 6.1 5 -6" 11 1'-2" 6'.7 6'-2' 5'.10' 5'.3' 12 6.10 6'-4 5.11 5'.7 5 -0 Load Wid tn Z' X4"xlJ.O )5"XO.1Z~ elf Mating eam 5' 13'.11 12'.10" 11.11 11.3' 10'-2' I)' 12'-9" 11'.9" 10.11' 10'.3' 9.3" ( 11-\/' \ U .IU 1 u.1 9-6" .8';7 1$' 11'.0 10'-2" 9 .0' 8:f1 -!FO" 3' \v." 9'.( 1$'.11 . 8':5" 7'.7 1 U' \1..10" \1'.1 ij-o'. ( .11 (.Z" 1 l' 9'-5" 8'-8 8.1 7'.7 6'.10" 12' 8'.11 8 .3 7'-9 7'.3" 6'.7 Loaa VVIOln Z' x6"XlJ.O 5"XlJ.'f20' elf Mating eam 5' 19'-8" 18'.2" 16'.11 15',11 14 -4 ()' 11.11 16'-1' 15'-6" 14 -7 13'.1 , 10.-tl.. 1 ~.-4. 14-4. 1.1.-0 12'7 S' 15'.7' 14 -4 13'.5" 1 2'.' 1 1 '-4 3' 1 4 -8' 1 3'-6' 1 2'.a" 11.11 1 o'-a" 1 U. 1.1. 12'.10" 11'.11 11'-.1" 10'.2" 11' 13'-3' 12 -3 11.5 10 -9" 9'-8 12' 1,'.\/' 11 -9' 10'.11 10'.3' 9'.3" Example: For 2" x 4" x 0.055" x 0.120" Self Mating Beam; Span between uprights use load width to enter table, For 12' Roof Panel + 2' overhang, load width = LW; LW + 12' I 2 + 2' a.H. = 8' Enter table on left at 8' and read allowable span under required load; Thus for 100 M.P.H. wind load I live load or 18 1# I Sq. Ft and Load Width = 8' Maximum Beam Span for 2" x 4" x 0.055" x 0.120" = I I I -v I Table 2: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Table 4: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings" ALUMINUM POSTS - Aluminum P'oST Wmd Load ,. -10!llPH" 110MPH I 120MP~ I ~2~MPH I 140MPH - ApPlied Load = nIlSq. Ft.t20 #lSq. Ff.123 #lSq, f12 # Sq. Fl.I32 #lsq.n. Maximum AlIOwaOle KOOI Area In sq, Fl. forVanous LoadS on post Helgnt Load In LOS 2' x 2" x 0.044" HOlTow ExtrUSion or 2" x 2" x 0.045" Snap extrusion; Aluminum Alloy 6063 T-E (",4' "U54 121 10:> W I" ,,,, 8'.7' 1,548 9f 17 67 ou 4a \/'.lU' 1.204 [ 1 60 52 46 38 11'. ,- 903 5J -45" .1":1 ~" ,'" Helgnt Load In Los 2' x 3' x 1.050' H'olfow EXtrUSion or 2" x 3" x 0.045" Snap Extrusion; Aluminum Alloy 6063 T-G tl..,. 2,fJO 16 1.1 119 lU~ ti6 9'.6' 2,502 f4T 125' 109' "0 lti 10'.11 1,596 94 80 69 01 50 l2'-J ,1\11 IU OU :>2 '10 .II Helgnt Load In LIlS 3' x2' xO.070" Hollow xtruslon. \!umlnum A oY 6063 T-E 8',2' 3.408 20() 170 148' 131 lUI \/'-0' 2,:>:>0 150 lZij "tl OU 10'.11" 1,988 fiT 99 80 76 62 12'-3' . 1,491 '88' 75' 65 ~, 4f l1elgnt Load In LIlS 3" )(3" x 1,040' R'OllFormed:AlUmlnUmAlloynCm4 10'-0' 2,381 14() 119' 104 ", 74 11'-8' 1 ,(80 105 a9 7a 0\1 :'0 13',4' 1,389 -8r 0:1 OU )~ '1.1 15'-0' ,U4, 61 52 45 'IU .1.1 Helgnt Load In LOS 3' x 3" x ,060' Roll Formed, Aluminum AllOY J10' H.14 11'-0' J,600 -ZTr ,Eu \~I 1~0 11.1 12'.10' DOO 159 135 17 lU4 04 l4'-tl. Z,10U 124 105 91 tl1 56 15'-0' 1,575 9:r T'I' otl 01 'I" Height . Coad In Los "'1' il' xu:u ,~ uted o ow Extrusion. AllOY tlUliJ r.ij 1.1U- J,40tl ZOO 170 148 loll WI 13'.lU- 2,556 15a 121> "0 ov 15'.10' 1,988 l1T 99 85 10 0, 1 (".w- 1,491 8a 75 65 ~I 41 (I) I- 0: o 8: <( u . W'1l1d Zone = 'v. ,m, I 110 Mr~~120 MPH I ,~" .....n I 140 MPH Applied Load '" 1 '~I::>q.t"t~~(5q. t. n1fl5q.t"t. I :<o~l::>q.ft. I 32~I::>q.ft. '-Coao W,Otn ;t. Xl xlJ.U xlJ.lZo ::>elf Mating Beam 5' ZI.2 1:/.6 Hr.2 17 .1 15.5' 6' 19'-4 17 .10" 16.7 15',3' 14.1 T ".11. 10-'0" 1~':>. 14.-0. 1.1.1 8' 11:;".9' 15.5" 14..5' 1.1"0' 1,-.,' 3' 1:>..\1' 14.( 13'.( 1z'-\/' 11 -6" 1D' 14..". 1T=lu" 1Z..1O' 1 Z-.1' lU ." 11 ' 14 -3" 13.z" 1,'..1. 1 1 ,7' 10'.5" 1Z' 1J.-ij' 1 Z'. ( 1'.:/' 11.1 :/'.11 Load wldtn riS"Xcr:O rx:cr:Z24""' e IT ruung ~eam 5 27.11 25,10 24.1 22'-8' 20.5 6' 25.7 23.7 21.11 20'-8 18.7 7 ,.1-0 2'J.1 U ,U-4. 1\1..,' 1( ..1.. 8' 22'.2" 20'.5" 19.0' 1 r.11 16'-2" 9' 20'.10 19'-3 17 .11 16'.10' 15'-2 10" 1 !T-1 U 1tl-.l.' l/-U' 10.u 14-~' 11' 1a',lO' 1 r.5" 16 -3' 1 5'.3' 13.9" 12' 18,1 16'-8" 15'.6' 14.7' 13,2" Loaa vvldtn , Xli x(),07Z""ilJ.Z,4 elT Mating eam 5 31.1 28.8 26'.9' 25'.1 22.8 I)' 28'-4 26'.2" 24.5" 22'.11 20.8" 7 ,0..1 L4,J. 2L .1 zr.:J I":I.L 8' 24.7 22',3" 21.1 19'.10 1('-11 9' 23-2 21 -4 19',11' 18.9' 16.11 10' Ll -11 LU '.I. 10' 1 1 1.9" 16'-0" 11 20'.11 1\1'-4 10'-(r 10'.11 1,...1.' 1Z' 2u..1 1ij..o" 1 ( '.I' 10.-J' 14.7 l:Oao VVlotn 2' x9'Xo:orrxcr:nu e IT Mating Beam 5' J4.( .11 -lU" ,\1.'';1'. 27'.11 ,~..," I)' .11.1 ,\1.,1 ".2" 25'.6" 22'.11 T Z\I.-J" ZO'.'1 25.1 ZJ..( Z1..4" aT 27.4 25.2 23'.6 22'-1 19',1 l' 9' 2~"\I" ,.1.,\1" a'.2" 20'.10' 18'.9" 10' ,4',," a'.o" ,1 .u'. 1\1.,\1'. 1 (..10" 11 23'-4 21 -6" 20'.0" la',10" 16',11 'U' 22.4 20.7' 19.2" 18'.0" 16.3 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W: A = S x (W12 + OH); W 'S' = 7', W = 12', and OH = 2' then: 'Area' = 56 Sq. Ft. For a 10'.11. post and 120 m,p.h. .,.;nd load or 23 # I Sq. Ft. post choices are: 1) 2. x 3" Snap Section 2) All post sizes listed below the 2. x 3. Snap Section 'Mlere job condrtions dictate a post height of 10' in a 120 MPH v.ind zone, a 3. x 3. Roll Formed COLl.D NOT BE used because when t is more than 10' tall rt can only support 39 SF of roof. On the other hand, a 3. x 3. Fluted Post v.ith a po ~~~ --~ It . -a ~ ~~!~~ al~Q-<Q ujl~~i ~i:l~ g~ J ! Table 3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures (10Z MPH Wind Zone, Applied Load = 111bs I sq. ft.) Aluminum Alloy 6063 T.6 onverslon Factor 6 Wind Zone Conversion: Table is constructed for 102 mph wind zone, open structure (l1lbs/sqft), to convert tabular value to highe r (more seve reI wind zones, multiply by the factors in the following Conve rsion Table: 8 OF Table 5: N10wable Attributable Roof Ace a per Post for Carports, Table 7: Isolated Footings. Maxirrum Roof Area for Carport Posts Table 9: Allowable Loads On Screws And Bolts Patio Covers, and other Open Buildings. ALUMINUM POSTS Wind Zone: I 102 MPH I 110 MPH I 120 MPH 125 MPH I 140 MPH (As Recommended By Manufacturers) Aluminum Post I Applied Load: I 17 #lSq. f\. 20 #lSq. Ft I 23 #lSq. f\. 26 #lSq. f\. I 32 #lSq. R. Self.Tapping and Machine Screws Allowable Loads Tensile Wind Load ,. 102 MPH I 110 MPH 120 MPH 125 MPH 140 MPH Strength 55,000 psi; Shear 24,000 psI Applied Load ,. 17 #ISq. Ft. I 20 #ISq. Ft. 23 #ISq. Ft. 26 #ISq. Ft. 32 #/Sq. Ft. Isolated Rloting Sc rew Dia meter Single Shear . OOu1>TeSl1ear Withdrawal (Ibs.) Dimensions'" Maximum Attributable Roof Area in Square Feet "(Ibs.) "(Ibs.) Maximum Allowable Roof Area in Sq. Fl for Various Loads on Post 1'-0" x 1'-0. x 1'-0. 30 26 22 20 #8 334 668 167 16 He ight Loa d in Lbs 3"x3"xO.090" Hollow Extrusion. Aluminum Alloy 6063 T-6 1'.... x 1.... x 1.... 59 50 43 38 31 #10 418 838 209 1,'-10. 5,184 305 259 225 199 162 1'-6" x 1'-6" x 1'-6. 77 66 57 51 41 #12 576 1,152 288 13',10" 3,888 229 194 169 150 122 1'-8" x 1'-8. x 2'-0" 120 102 89 78 64 #14 734 , ,468 367 15'-10. 3,024 178 151 131 116 95 1'-8" x 1'-8" x 2'-6. 150 127 111 98 80 1/4" 761 1,522 380 17'.10" 2,268 133 113 99 87 71 2' -0" x 2' -0. x 2'-0" 155 132 115 102 83 5116" 1,253 2,506 626 Height Load in Lbs 3"x3"xO.125" Hollow Extrusion, Aluminum Alloy 6063 T-6 2'-0" x 2'-0. x 2'-6" 194 165 143 127 103 3/8" 1,588 3.710 928 13'-9" 6,912 407 346 301 266 216 2'-6. x 2'-6" x 2'-6" 270 230 200 177 144 Wood Lag Screw Loads 16'-1" 5,184 305 259 225 199 162 2'-6" x 2'-6. x 3'-0" 324 276 240 212 172 Using Southern Pine S,G.. 0.55 or Equivalent 1.1/2" Thickness 18'-4" 4,032 237 202 175 155 126 '"Note: Screw Diameter TSingle Shear (Ibs.) Double Shear (Ibs. Withdrawal (Ibs.) 20'-7. 3.024 178 151 131 '16 95 Isolated Footing is a poured concrete rectangular solid (Length x Wdth x Depth). Loa d in Lbs 4"x4"xO,125" Hollow Extrusion, Aluminum Alloy 6063 T-6 114" 170 235 396 He ight I Dimensions I Maximum Attributable Roof Area in Square Feet I 5116 210 355 524 15'-9" 9,312 548 466 405 358 291 11..... x 1'.... x 2..... I 102 I 87 I 76 t 67 54 I 3/8" 240 480 712 1 S'-5. 5,984 411 349 304 259 218 21'-0" 5,432 320 272 236 209 170 Pre-cast footing (16"><16"x4'') 24" below grade with 80# bag pre-mlxconcrete & backfilled to grade Concrete Screws And Bolts In Concrete. Brick or C.M.U. 23'-8" 4,074 240 204 177 157 127 (Embedment Must Be a Minimum of 1.112" Thickness With 1.114" From Edge) 2.000# Concrete 3,000# Concrete Steel Post Screw Diameter Tension (Ibs.) Shear Tension (Ibs.) Shear Wind Load ,. 102 MPH 110 MPH I 120 MPH 125 MPH 140 MPH 1/4" 757 319 825 352 Table 8: Allowable Spans I Heights for Alurrinum Pans Applied Load ,. 17 #/Sq. Fl 20 #/Sq. Fll23 #ISq. Fl 26 #/Sq. Fl 32 #/Sq. R. 5116" 1,057 818 ',184 89S Maximum Allowable Roof Area in Sq. Fl for Various Loads on Post Utility Shed Roof or Walls 318" 1.443 1.443 1.776 1,503 (I) I- He ight Load in Lbs 3" x 3" x 14 Gauge Post, 46 k.s.l. Steel 1 'YO' x 12" X 0.026" Panel 1-'/," x 12" x 0.032" Panel Aluminum Rivets with Aluminum Mandrel a: 19'-10. 10,050 591 503 437 387 314 Wind Overhang Condition Wind Overhang Condition Screw Diameter Tension (Ibs.) Shear 0 0- 21'-9' 7,430 437 372 323 286 232 Region NONE 1'-0" 2'-0" Region NONE 1 '-0" 2'-0" 1/8' 129 170 a: 23'-9" 5,638 332 282 245 217 176 100 M.P.H. 7'-2" 7'.5' 8'-2" 100 M,P.H. 8'-5" 8'-S" 9'-3' 5/32" 187 <( 263 () 25'-9" 4,371 257 219 190 16S 137 110 M.P.H. 6'-5" 6'-8" 7'-6" 110 M.P.H. 7'-6" 7'-9" 8'.6" 3116' 262 375 He ig ht Load in Lbs 3" x 3" x 11 Gauge Post, 46 k.s.i. Steel 120 M.P.H. 5'.10" 6'-2. 7'.,. 120 M.P.H. 6'.10" 7'.1" 7'.11" Aluminum Rivets with Aluminum Mandrel 19'-S" 15,870 934 794 690 610 496 1.'1," x 12" x 0.026" Panel 1-'/," x 12" x 0.032" Panel Screw Diameter Tension (Ibs.) Shear 21'.7" 11,730 690 587 510 451 367 WINO Overha ng Condition Wind Overhang Condition 1/8" 210 325 23'-6" S,970 528 449 390 345 280 REGION NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0" SI32" 340 490 25'-6" 6,900 406 345 300 255 216 ~..11. r:sr- r--r-, . ~-.:>. 100 M,P.H. 8'.9" g'-o' g'.7" 3116" 445 720 He ight Load in Lbs 4" x 4" x 14 Gauge Post. 46 k,s.i. Steel 110 M.P.H. 6'-S" 6'.11" 7'-9" 110 M:P.H. 7'., 0" 8'.1" 8'-9" Single Shear Screws Fy" 36.40 k.s.i. Yield Strength 26'-8" 12,650 744 633 550 487 395 120 M.P.H. 6'.1" 6'-4" 7'.3" 120 M.P.H. 7'.1" 7'.5. S'.2. .. Double Shear Screws Fy= 50 - 54 k.s.i. Yield Strength 29'-3" 9,350 550 468 407 360 292 3" x 12" x 0.026" Panel 3" x 12" x 0.032" Panel ... NI barrel lengths: Celus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection. Use chart To Select screw US. rivet substitution of anchor 32'-0" 7,150 421 358 311 275 223 Wind Overhang Condition Wind Overhang Condition speCIfications in drawings. ~~~ 34'-S" 5,500 324 275 239 212 172 Region NONE 1'-0" 2'-0" Re\i;<Jn NONE 1'-0" 2'-0" 100 M,P.H. 13'.1. 13'.3" 13'-S" 100 M.P.H. 15'-6. 15'-8" 16'-0" 110 M,P.H. , 1'-9" '1'.11" 12'-5" 110 M.P.H. 13'.10" 14'-0" 14'-5" ~~~. 120 M.P.H. 10'-S" 10'.1 l' 11'.5" 120 M.P.H. 12'-S. 12'.10" 13'-3" -- !::: Room Roof Panel span :'W' as shown on drawings. ~Ii;~ Table 6: Post to Beam Size and Nurrber of Thru-Bolts Required Notes: Aluminum Alloy 6063 T-e Added Span can be used by installing 2" x 2. x 0044' Extrusion at Mids pan, al i~ Beam Minimum '" Thru80lls @ L=a.'/,' uj~~"~ Size Post Size 1/4" " 3/8"" .. g t~ I ~ 2" x 3" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 2"x4" Hollow Tilt or 2"x4"x.OSO" Hollow 3"x 3"x 0.060" Scalloped 2 2"x4"xO.05S"xO,1 20" Self Mating Beam 3"x 3"x 0,060" Scalloped 2 ~ ~ 2"x6"xO.05S"xO,1 20" Self Mating Beam 3"x 3"x 0,060" Scalloped 2 =:j~lq 2"x7"xO.062"xO,120" Self Mating Beam 3" x 3" x 0,093" 3 2 ~rt~ 2"xS"xO.072"xO.224" Self Mating Beam 3" x 3" x 0.093" 3 2 - AN ] 2 9 2"x9"xO.072"xO.224" Self Mating Beam 3" x 3" x 0,12S" 4 3 ~ 't~2J 2"x9"xO.072"xO.310" Seif Mating Beam 3" x 3" x 0.12S" 4 3 ~; / ~ ~ ~T 'J 7 OF 8 , a 1 ~I~ I' l " r l " /'.. /'.. /'.. 12" 12- WIDE RISER [INDUSTRY STANDARD) ROOF PANEL / 1 f ~[] l " EP.S,. CORE 48" COMPOSITE ROOF PANEL [t-JDUSTRY STANDARD) I J l 48" ~ l " M 1 ASS EZ.LOK 3" x 0,024- x 48- ROOF PANEL l r 1 If 1 J: RlGD INSULATION ~ ./'0.. ./'-. /"'- W TYPICAL INSULA TED PANEL ALI.NH...N SKN $DE PAte. COtf',ECTlONS VAAY (DO NOT AFFECT PAte. SPANS) sa.eCT PAte. DEP~ rnot.t TABlES 0.0145" ALI.NH...N COVER PAN OR CONTNJOUS ALI.NH...N Sl-EET #3 JC 5/8" COAAOSION RESISTIVE WASl-ER H:AOEO SO'lEWS A' 24" 0.0. ALTERNATE IS JC 5/8' SMS WI V2" ~ WASl-ER. NOTES: 1. NSTAU. ~ FOAM ~TlON MO ALI.NH...N ROOF PAN. 2. COVER ~T1OH WIlli 0.019" PROTECTOR PAtti. WIlli O~ SEAMS. 3. NSlUTlON P.&Hl. SHAlL Be CLOS€D WITH ALWH.J.t EW CNJ TO SECU'Ie PlAce.ENT At<<) TO OISCQl.&GE nf! ~SmG CA= Wl.DlI'E At<<) OR NSECTS. 4, PROTECTOR P.&Hl. wt.L BE SECU'IED 8Y .S JC 5/8" COAAOSION RESISTIVE WASl-ER H:AOEO SCAEWS. 5. SO'lEW PATTERN wt.L BE 12" ON ALl. PERI.ETEflS At<<) 24" 0.0. FElD ON EACH PN-EL 8. ALl.t.4NH EN) CNJ wt.L BE ATTAOS> WIlli (3) ISxV2" COAAOSION RESISTIVE WASl-ER H:AOEO SCAEWS. Table 10: Allowable Spans for Roof Pan Panel Products for Various Loads Industry Standard Products 3105 H,14 or 11-25 Aluminum Alloy 1,Y'" x U" x 0.02&" Panels Open Buildings Applied Overhang Condition Load NONE ,'.o" ~'.o" J'.o" 4'.o" 11 r-a' 7'-,,' 6'-7" g'.g' 11'.1' ZO 7'.,. 7'-4,' 6'-'" 9'-J' 10'-8" 23 5'-7" 5'.'0' 7'-8" a'-,," '0'-4' Z6 6'-Z" 6'-8" 7'-4" a'-7" '0'-'" 32 5'-7" 5'-,," 5'.10' 6'-Z' g'-g" Applied Load Z9 35 41 45 56 Enclosed Buildings Overhang Condition NONE ,'.o" 2'.o" J'.o" 4'.0" 5'-10" 5'.Z' 7'-1" a'-5" na 5'-4,' 5'-8" a'-a" 6'.0. na 4'-11' 5'-4,' 6'-4,' 7'.9' no 4'-a" 5'-," 6'-Z" 7'-7" na 4'-J' 4'-a' 5'-10' 7'-4,' na Wind Region '02 M.P,H, ,,0 M.P.H. lZ0 M.P.H. '25 M,P.H, '40 M,P.H. "Yo "'2 "O.VJC i"anelS Open Buildings Enclosed Buildings Wind I Applied OVerhang (.;OnaltJon , Appllea vvernang (;analtlon Region Load NONE ,'.o" 2'.()" J'.o" 4'.o" Load NONE 1'.o" 2'.o" J'.o" 4'.o" [101lT. ~ , , ".l' I,.:j. 1..'. IO<-<J l. 1~-I1. (-[ .11' g'.Z" 10'-7' 110 M,P.H. ZO 5'.J. 5'-8" 9'-l IW-J 1<) J. 0-. 0- -. ,..". 1U"-l' L nu M.~r, l. { .. '-0 9',9. 1".1. . ,-. o. (-<J 5'-4,- na ~;~PH_ 2. /"-j' '.fj- "4 . ., /W' .. .... / .. 'v /0".' .-l na , .~. , J< 0- 10-'. -0 \,., ,."'- ,. I" ,... 0 ..9' na 1.'!o" x 12" x 0.02&" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Applied Overhang Condition Region Load NONE 1'.o" 2'.o" J'.{)" 4'.o" Load NONE ".{)" Z'.{)" J'.on 4'.{)" '02 M .P.H, 17 ~'-O' ~'-3- 1"- , IW-V 1l-V .. 0'. 0-. , "- W,' , 1U N1.~.", lU { ., {CO 6'., 9-0- I -0' J. . -( . I .10' 6'-l- na '20 M.P.H, 2. .-l- . -. ., ., '-l. '-0' 0<) I T-ll na [l'2nT.P.H, 25 O..fj' 0'-9' ,.. .1v ,.-'. .. .1 ,-4, 04 ... na 14U N1.~.l"1. J. .1. O'l ,.-4, ,"...- ,. , ., 'W . , '-'- na I 1.'/,,' " 12" x 0.032" Panels I Open Buildings ~8ullalOgs Wind Applied Overha ng Condition Applied Overhang Condition Region Load NONE 1'.o" 2'.o" J'.o" 4'-0" Load NONE ,'.o" 2'.o" J'.o' 4'-0" 102 M.P.H. 17 9'.5' g'-7" ,C'.3" , ".Z" lZ'.o' Z9 7"Z' 1'-8' 6'.J" 9'-4" 10'-9' "0 M.P.H. 20 6'-a" a'.' ,. 9'-8" 10'-8" 11'-8" 35 6'-7" 6'.10" 7'-a" a'., '" 10'-4" lZ0 M.P.H, 23 6',,' a'-4," g'.o" 10'-" ,,'.,. 41 6'.," 5'-4,' 7'-J' a'-8" na '25 M.P.H, 26 7'.7" 7'.10' a'-7" 9'-8" '0'.10" 45 5'.9' 5'.," 7'.0" 6'-4," na 140 M.P.H, J2 6'.10" 7'.Z' 7'.". g'-,' '0'-4,' 56 S'.Z" "-7" 6'-6' 7'.,," na Note: Total roof panel width = room width plus wall width plus o..erl1ang, Table 11: Allowable Spans for Roof Pan Pane I Products for Various Loads Industry Standard Products 3105 H,14 or H-25 Aluminum Alloy 3" " 12" " 0.021" Panels Open Buildings Applied Overhang Condition Load NONE 1'.o" Z'.o" J'.o" 4'.o" 17 lZ'.,," 'J'-" 'J',7 14'-)' 15'-)" ZO ,,'.11' lZ'." 1Z'.7" 'J'-4," ,4'-4," Z3 11'.Z" ,,'-4,' 11',10" 'Z'.8' 'J'-g" Z6 10'-6 10'.a" ,".J" 12'.'" 'J'.Z" J2 g'.S" 9'-8' 10'.J 11'.Z" 'Z'.4' Applied Load 29 35 41 45 56 Enclosed Buildings Overhang Condition NONE ".o" 2'.{)" J'.{)" 4'.{)" 9'.,," 10'-," '0'.8" 11'-7" lZ'.9" g'-o' 9'-3" 9'-10' '0'.10" '2'.," a'-4," 6'-7" 9'-J. 'O'-J" , ".7" ",. a'-J. a'. 11 " g'-,,' "'.J' 1'-Z" 7'.5' a'.z" g'-4," 10'-9" Note: Total roof panel width = room width plus wall width plvs olo'erhang, Table 12: Allowable Spans for Roof Pan Panel Products for Various Loads Industry Standard Products 3105 H.28 Aluminum Alloy 3" x 12"" 0.021" Panels Ope n Buildings Applied Overha ng Condition Load NONE ,'.o' 2'.o" J'.o" 4'-0" I 15'.9 '5'.10 16'.J" 16'-10 17'-8" Z '4'-6" '4'-a. ,5'.,' 'S'-g" 16'-7" Z 1J'-8" lJ'.8" 14'.," 14','0 'S'-g" Z lZ'.9" 12'-',' ,J'-4," 14'-," 15'.0. JZ "'-8 '''-8" 12',Z. 1Z'."" 'J'-"" Applied Load 29 3 41 4 56 Enclosed Buildings Overhang Condition NONE 1 '.o" 2'.o" J'.o" 4'.o" 12',," lZ"J" 12'-8" '3'.0" 14'.0' '0'.".. 11'-Z" 11 '-a" lZ.o" 13'-7" 10'.Z' 10'-4,' 10'.11 1,'.9" lZ'." 9'-8" g'-,,' '0'.0. 11'-5" 1Z'.7" 6'-8' 6'.,,' 9'.7" '0'.7" 11'.10 4'.o" 3"" 12" x 0.032" Panels Open Buildings Applied Overhang Condition Load NONE 1'.o" 2'.{)" J'.o" 4'.o" Applied Load Enclosed Buildings Overhang Condition !IIONE ,'.0" 2'.o" J'.o" 4'.{)" Wind Region r./) I- a: o a.. a: c( t> Note: Total roof panel width = room width plus wall width plus olo'erl1ang, Table 13: Allowable Spans for Industry Standard Composite Roof Panels Aluminum Alloy 310511-14 or H.25 1,0 EPS Core Density Foam Note: Total roof panel width = room width plus wall width plus olo'erhang. ~~~ --~ i. -~ ~ gl~~1 (1) 00(1', III Q....~ uj~~ii g~d~ (1)Sg ~g~ . JAN 0 2 998 ,9'( 8 OF 8