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1327 S. Westchester Dr. ~S~~~[:~:.~~\- . ~<;!e ,.",?".;.'". . /Ollti.,"-~ .'-:: ~",'.~\~\~ . !.l/t'~:^?',~i"~:UEIM CITY \I~,~l[~~.,~:n . '" '~'~~""";"'"t~;j, /J . \.~~~-'-.':"" .' IJ ~.f>.~?f''{;.<,:,'::J "f}~~~:t.;f-"'.;->:'-'fo,'/,J -"'-t~j;~-L~ ,~.j7 -I I , i CONTRACTOR INFORMATION: GALKOS CONSTRUCTIO\J !NC Philip S BeIS<o 5412 BOlSAAVE #G ,i 1327 S Westchester Dr HUNTINGTON BEACH, CA'.926491056 Anaheim, CA 92804 BUSINESS PHONE: 714 37~-8545 JOB DESCRIPTION:lnstaIl162 square foot Lattice patio cover. ICBO #2228-P VALUATION: 3,000,00 PROCESSED BY: ENO \, I OWNER-BUILDER DECLARATION _ lhereby affirm-under penatty of perjury that I am exempt from' the Contracto(:slicense Law for the following reason (Sec. 7031.5 Business and Professions'Code: any dty or county which requiresa permit to cbnstrLlct, altBr, improve. demolish or repair any structure, prior to itS Issuance, also requires the applicant for such permit to fHe _8 signed statement th:at he is IicJ,sed purSuant to-the provisions ofthe Contradorfs License Law (Chapter 9)(commencing with Section 7000.of Division 3 of the Business and Profes31&ns Code) ofthat he is exempt therefrom and the basl~ for the alleged, exemption: Any yiolation of section.. 7031.5 by any appli'cant for a permit SUI::1i;.;ct.s the appl.icant to a civil penalty of not more-than five hundred dollars ($500).' . . .' . D I, as owner of property, or my-employees'with wages as their 50le ~om!-:::'nsation,:fli!! do the work, and the stflJ~ture.is not intended 0" offered for sale (Sec.?044 Business and'PrOfessions Code: The COhtractcr's License tpw dOes not appJyto_sn oyvner of property who bLlllds or Improves thereon, and wno does sudi work himself or he,rself or through his or her ow!:, employees, provided that "such improvements are not ,intended or offered forsaJe, If, hqwever, the building or improvement.is sold with 6ne YEi;:'" of oompletiCln, the oWner-bl.,l_l1der will have the burden vf proving that he did not build or improve for the purpose of sale). 't . ., . D. I, as the owner oftJ1e property, am exausiv.ely contracting with l!censed\'.0ntractore to6~nstruct the project (See. 7044 Business and Professions Code: The'Contractor's UcenseLaw does not apply to an owner_of property}-il-hn ouffds':"orimproves thereon, and who rontrnd-s for such. projects with ~ontractor{s) licem;ied pu'rsuant to the Contractor'sLice~se ,LaW). , '- LJ lam exempt under Sec: _ .. ,B& P.C. for thIS reason: _~_.~._, Dafe: Owner: r ---.J.. _ I WORKER'S COMPENSATION DECLARATIOf>l .I_~__..:.;:-.J I herebyaff,irm under penalty of perjury one of the following declarations: . [ 'E LJ '" h'ave-~nd will maintain a certificate of oonsent to self7insure ror workel"f,r:~m;:>;;ii13~~jCn. as provided for by Sedion 3700 of the labor Code, for the performance at ~hf; .v'II)r'r: for which this permit is issued. l k I have and will maintain worker's compensation insurance, as required bS' S~ctiCn.37(J0 of the labor Code, .for the, performance of the work for which this permit is issu';u. My worker's Compensation insurance carrier and policy are: f Carrier: _.STA-r:E FUND' PoliO; Number. 046-04 UN l"f 00094:).9 .'thiS .section need not be compl~ted!f the permit is fOr one huredred -dollars ($100~.Or tess. .- ~ertify-thatin the performance of the work for whichthis permit is issueL_'1 shaH nof. employ any person in a,ny manner so as to beco subject to the worker's d.ilpensation 'laws of California, and agree that if should become'sul:) dto theworker's com~:'1sation provisions of Section 3700 of the b e, I ~.al fa ith c mply with tt:':$'Jprovisior'!S. BUILDING PERMIT NO.. BLD2005-00351 TYPE OF PERMIT Patio Cover DATE: 2/8/2005 JOB ADDRESS: .1327 S WESTCHESTER DR LEGAL DESCRIPTION: N TR 2833 LOT 44 APPLICANT: DAVID BOYANER OWNER INFORMATION: BUILDING DIVISION , 200 S. ANAHEIM BLVD. (714) 765 - 5153 INSPECTION REQUEST LINE: (7.14) 765 - 4626 CENSUS CODE: 434 QUARTER SECTION: 7 ARCHITECT/ENGINEER INFORMATION: Date: 2/812005 . Applican' WARNING: FAILURE TO SEC REWORKER'S COMPENSATION COVE"N3EIS'. . UNLAWFUL, AND SHALL 51) JECT AN. EMPl. OYER TO CRIMINAL PENAIIIES A. ..N. D.CIVll FINES UPTO ONE HUNDpED n-tOUSAND DOLLARS ($100,Ooo),INI\OD;<1ON TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF.fME.. .LABOR CODE, INTEREST AND ATTORNEY'S FEES.. L CONSTRUCTION LENDING AGENCY. J hereby affir'n under penalty of periurv that there is a c()nstn.iPtionlcfy,t~no ~r:-~::"I"!("'.vto~ tho perrormance of the work to; whiCh this permit is is-wed (Sec.3097 .eiv.C): Lender's Information: . ~i";;:': !c ify that 1 have read this application and state that the abpve information is corr~t. 1 agre m . all city ordinances and state laws relating to bunding cor.struction, and hereb horiie ep~. ntives of this,city to enterupon. the above me~i(med property for ~TpO 5., . _. . . Date: 21812005 SiglJature of Applicant or Agent The permit shall expire by limitation and become null and void if the building or work has not passed final inspection 365 days from the date of permit issuance. A neW permit is required to commence or continue work. LICENSED CONTRACTORS DECLARATION i' I hereby aff,irm under penalty of perjury that la'll licensed unde(provisJons 0 hapter 9.(commencing with Sian 1000) of DiVsion 3 of the Business and Profess ns Cud . ... ~ Construcion Types: VN, , Fire Sonnklered? Contractor EXPI.RATION DATE 1113012005 . C17 B HIC NO. Fees paid for Permit: Total: 487.64 INSPECTION RECORD . INSPECTION .' DATE INSPECTOR . Temporary Power Pole Plumbing (DrainlWaste Pipe) . . . Electrical Ground Eiectrode/Ufer . Selback/FormslTrenches(Footings) . - . . Do not install subfloor or pour.lloor slab until the following applicable items have been signed: Plumbing (Water Pipe.Sprinkler Valves) " Mechanical (Groundwork) . . Electrical (Underground Conduit) Pre-slab (Compaction/Membrane.Reim., . . Underpinning (AoorJoIst/Girders) . Do not cover or conceal the work below. until the following applicable items have .been signed: 1st I':loor Shear . - Firesprinkler (Rough) . . . 2nd Floo..Shear . .Roof (SheathiIlQ/Diaphragm'Frane) I. Masonry (ReinfJBond BeanlPre-Grout) .. . .' " Rough Plumbing (Top Out) . . . . . . Rough MeChanical . . . Rougn l:Iectncal (Dry Wall) . . .' Rough Electrical . . . Framing . (On~ after Plbg.. Elec.. Mech.. and Fire) Insulation (SoundlEnergy) 00 not tape or plaster until the following applicable iteins have beel' Signed: .' . Drywall .' . . . Penillrations- (Fire Rated) Electrical . . Penetrations (Fire Rated) Mechanical . Peneli'ations (Fire Rated) Plumbing . Interior Lath . Exterior Lath . .' . .. .' .' .GENERAL ITEMS Exterior Plaster (Brown Coat) '. . T -Bar Electrical . T-Bar Mechanical. . T -Bar .structural . . Sewer . . Water Engineeril'g Backflow Water Service '. FINAL INSPECTIONS _ r Date Inspector. I Electrical Final . . . . I PluinbingFinal . I Mechanical Final - I Gas Test " I Engi~ring/Grading Final 765,5126 I Fire Depl. Final 765-4040 Water Engineering 765-5268 Sub List/Business License 765-519 . . . r Zoning 765-5.139 .' . ~ Building final ~ast inspeCiion. Only lJ/'l/oj '-fJ1. \- tt1A' -. fter .Above Complete) PARTIAL INSPECTIONS Buildina InsDections . MechanicallnsDections Plumbina InsDections I I I I I I I I I ElectricallnsDections Approx Scale: 1 "=20 ~ 38 Date: .j?-f!-d,s;- PLOT PLAN . )luQdin. g Dept (81P County M.P. #:1! ~ .;t.B 1'1 ~ 18 ~ ~Pi~ CPWO< 5~ /9 I~!.. 1'~P." ~l A'J'~ t'J! /1 /? of{!. ,:& -ry'P~~ ;V J#~~7E~ M. Galkos Const. Lie # 492715 15261 Connector Ln Huntington Beach, Ca 92649 (714) 373-8545 .... . . .... .. .... o o. .. 0 ..... o 0 ..... ...... . "" .. . ...... o 0 .. ...... . . ...... . 0 '0 .... o . .... ...... . . .. .. ........ .. o~.. .... . . .... .. ~AZJ-:--.. ... .".: /!jj/AlI/.Idl~ ~~~ j?~,1~/ :.0.:, . .. ..... o ..... .. ...... .. .' .... ~ &/.RC-7) THE IS~ct,.!~S PERMIT DOES NOT APPROVE VIOLATION OF ANY OF THe: BUILDING CODES OF THE CITY. THE HOLDER OF THIS PERMIT PROCEEDS AT HIS OWN RISK. FEB 0 8,2005 BUILDING DIVISION OF ANAHEIM b $~~~~ PLANNiNG DEPARTMENT . APPROVED ,. , " '. K\~IC s~l,s~'~:~0:1~~~~~;, C;rc:e l".'; ~'" etC'le "\!;\e h SEE BUILCJiG PEfHltT FOR ANY C","r~,J-; I~ ~~ OtL~ ,'~~'~Uer )0..,'" ~ .r -:' "J ~. :~:. '. .... . . .... ..... . . ... . ..... . . . . .. ...... . . .. ...... . . . ...... . .. . . .. .... ....... . . . ...... .... . . . .. .. ...... .... . . .. . . .... .... ...... .... . . . . . . ..... . . . . .. .. .. .. ... . ...... . . . . . . .. .... 0 . ...... . c .~ . / \' ':~ . "'-TER~Te: 2x5 WOOD LEDGER fOR iYP. LATTICE TO RAFTER CONN: SEe: "'-T. RAfTER ATTACHI,lENT OE:TAlL. SEE SH. 0950J-2L fOR RAFTER 10 WAll. ON SH. og~J-2l . CONN. SEe: '"iW'1Qt LATTICe: ALUM. l.'XISX'Q.Ola" 2XII.5 OR ,xes" CONN: DETAIL o J" D.C. AlUW. RAfTERS 5t( 0950J-21 \',0, R, "tYPICAL v.mCE TO RAFTER COliN," Ot'lNL. SEE SH. 09SOJ-2L . . \ LAmer AlUUINUI,l 1.5)(,1.'-X0.02." 0 J'O.C. ~~t: uwE 'S . . .. ~ z~o j lL C;ye ~e2 rUIN.. ~~ N..UI.l DOUDlE AlUM 2XII,5" 2)(5.5"X0.025" SIOEPlATES HEADER AlUI,l JX'" COLUI,lN NOTE .:e": 2xl5.5 OR 3'">:S. IWlERS IN PAIRS AT EACH CellULIN. UAX. H(Al)(R CM:RHANC .. 40'; Of COlUUN 5Po*GlNG. LAmCE OYERf-W.lG + H(A()ER oVf:ltlW/C Il.AY NOT EXCEED 40:11: or CClUWN SPACING NOTE: fOR "ATTACHED STRUCTURE HEADER TO COlUI.lN CONN. DETAILS", SEe: 09~J-2L - .w "" wi: .~ , ,. ,0 ~2 00 .. w.x HUDeR OVER/-WIlO .. .OX Of eOL SPACING. SE NOTE A8OV( ON COUOINE LATTICE ()V(RHNro + HEADER ovtRHANC NOTE: rOR 1Y'P1CAl.. HEAOER TO COLUUN CONNECTION" OETAItS. SEE SH. 0950J-2L SEE eEN. HOlt '1& fOR SPACING aETWEEN eOlWNS rOR eOlUt,lN SPACING SEt SCH(OlJl(S ON SH D9m-JL.4l A: l t,lIN. OF 2 eOlUt,lNS REOUIRED WHEN SIOEPLATES ME USED !.IIN. or JCOlUt,lNS REQUIRED WI-IEN SlOEPlATES ME NOT USED J.S~ CONe. SLA8 .' , ;., At.uu. JXJ~ COlUUN NOTE: . FOR SLA8 AND At. TERIUI TE FOOTING OR "T'tP. eOLUUN CONN TO rOO:ING CETAlLS~ SEE SH. 09~~.\-2l ...<;;. Al.TERIUITE CONe. roomo/C rOR eOt.UUN PACING S SCHEOUlE FOR ATTACHED PLAN 1 NOTE: AS AN AlTERNATE. SCUD ROOF pmElS PER ICBO ES ER12228P UAY BE SUBSTITUTED FOR THE lATTICE AND RNTERS PER DETAIL "A" THIS SHEET. ATTACHED PLAN 2 / r I , l.lINllolU I" UN R IR WHN! T AA I.lINIl,lUr.l OF J COlUUNS WHEN SIOEPLATtS ME NOT USEO ATTACHED PLAN 1 FOR "TYP. LATTICE TO RAFTER CONN.~ DETAIL SEE SU. D950J-2l 2X6.5~ RAFTER LATTICE 1.5-X1S 0 J~ O.C. NOTE ",,'": LAma: OVERt-WiC + H(A()(R O'IERHA.HG .1U.'f NOT EXCEED 40X OF COt,UUN SPACING J ~ rOR "TYP. IWlER TO H(A()ER CONN." DETAILS SEESH.09503CJ r, .,. ~~ICAl FREE- STANOI~GeOlUI,IN CONNE:;::'!"'. "DETAILS SEE S1'>4.h':s<lJ-2l LWC. HEADER OVERIWiG _ . "OX or COlUUN SP}'oNG. SEE NOTe:""C'" ON COM~/,'ED OVERHANG ~ NOTE "C": LAma: (1.'(Fn~ + HEADER OVERHAHG UA'f NOT EXCEED "0" or COlUUN SPACING. NOTE: rOR -rYP. r.s. eOlUUN CONN: DETAILS SEE SU.09:s<lJ-2L. WJl. HEAOER OVEAI-W<lG _ 40" Of' COL. SPACING SEE NOTE -,,'" ON eOUBINEO OVERHmC , .. STEEL COLUUNS SEE SCHEDUlE su 0\l5OJ-3t..4l.lr e.L Al.UU.2)(6.5" SIDEPlATES SEE CEN. NOTE II 6 FOR sPACING &lwEEN COLUUNS fOR COlUUN SPACING SEE SCHEDULE fOR rREESTANOINC "'^" > !.IIN1UUt.l Of 2 COLUUNS REQUIR(D NOTE: fOOnlo/C REOUIRED AT AlL COlUr.l1o;S. fOR "'FREESTANDING roonNG" DETAILS SEE SH.0\l503-2t... AlUU.2X6.S" SID(PLArES NOTE: rOR rOOTING SIZES SEE SCHEDULE SHEETS 09503-JL.4l OR 5l. 3.5~ CONCRETE SlAB rOR COLUl.IN SPACING SE UlNll.lUU OF 2 SIl(ET 09:soJ-.Jl.4l OR ~ CClUUNS REQUIRED RESTRAINED CONCRETE rOOTING FREESTANDING PLAN 1 4-11QS!.tS 2 WH StDE r- 18Sr.lS AT 240.C. EXIST. BLDG. 1"X6 1/2" RAFitR stCTlON fASCI.\ J" CO\... RESTRAINED CONCArTr rOOTING t:'OT[: fOR rOOTING SIZES SEE SCHEout.E SHTS. O95OJ-Jl..,4l6; 51. NON-RESTRAINED CONCRETE FOOTING NOTE: fOOTINGS REOUIREO AT ALl COlUUNS rOR ~fRE(STANDING fooTlNC" DETAILS SEE SU. 095QJ-2l FF:EESTANDING PLAN 2 NON-RESTRAINED CONCRETE fOOTING ~ PANEl ClEAR $PAN 'IMY NOT EXCEED SIDE rASCI.\ THAT SHOWli fOR ~AU.OWAalE RAFTER ROOf' PANEl. I SPANS fOR LAma: STRUCTURtS" OR PEII ICBO ES [II 122281' THE "AlLOWABlE PANEl SPAN" PER 2"X6 S" PANn nrAR !;PAN I TASlE "A~ OR SHEET NO.'S J2og" J210 ~ . 110 sus tACH VAlL(Y WHICHEVER IS THE lEAST. fASCIA " 3")Ce" OR 2 - 2XIS.!I~ I ROOr PANEl 18 SUS 0 24 D.C. AlUt.l. H[}D(R(S) @r- SEE I.C.B.O. A"ACH Roar PANELS TO fASC1A AND [.S. ER/222BP txlSTINCi BLOC PER ICBO ES ER'222BP fOR lYP(S . . .. ALTERNATE SOLID ROOF' PANEL WITH DECORATIVE F'ASCIA TRIM DETAIL "A" FOR ATTACHED & FREESTANDING PLAN 2 SECTION C-C NOTE: / . FOR TRIBUTARY WIDTH TABLE SEE' 'SH. -D9~03-:-4L OPTIONAl. O'I(Rf<<NG ~ PANEL ClrAA SPAN lolA'f NOT EXCEED TW.T SHOWH fOR "AllOWA8LE RAFTER SPANS fOR LAmeE STRUCWRtS" OR THE "AlLOWABLE PANEL spm" PEA TABLE .,,~ OR SHEET NO:S 3209 I: 3210 WHIOiEV(R IS THE lEAST. o , ,0 ROOf' ~~ASC14 I 2"" PER ICOO ES ER 1222t1P o H I 3"xe" "'-Ur.l. HE-'OER . ;10 sr.rs EACH VALlEY cL- PAN PAN ATTACH ROOf PANELS TO fASCIA. AND EXISTlNC BLOC PER ICBO ES tR'2226P ALTERNATE SOLID ROOF PANEL WITH DECORATIVE FASCIA TRIM DETAIL "A" FOR ATTACHED & FREESTANDING PLAN 1 CENEAAL NOTES: 1. OESICN IN ACCQRCW'OCE WITH THE UNlrCIN lIUl\.DlNC CODE, 1\197 EDITlOH. 2. AltJUINUU OESleN IN AceOAOANCE WITH TliE LATEST EomON or At.UUINUuAsSOCIATION'S SPECIFlCATlONS AND CHAPTER 20 Of THE UNlrORu 8UILOlNC COot. .. J. [ACH BUilDING PERWIT SHAll. BE ACCOUPANIEO 8'f lWO COIrotPlETElY Oll,lENSIONEO PlOT PVHS SHOWlHe EXACT lOC\TION AND SIZE or EXISTING AND PROPOSED STRUCTURES. ". DESIGN lOADINGS: lJV(Lcv.o: 10 POUNDS PEA SQUARE rOOT 20 POUNOS PER SQUARE FOOT 25 POUNDS PER SQUARE FOOT 30 POUNOS PER SOLlAR[ FOOT WINO lOAD: .... . . ..'.. ..... . . ..... . ... . .. .. . 70l,lPH WINO sP(ED-WlNO PRESSURE-10PSr 8Ol,lPH WINO SPEED-WINO PRESSURE_1JPSF gOl.lPH WINO sPEEO-WlHO PRESSURt41.~. UPllrr: DESIGN BASED ON 'IEIGHT LESS nWl ft>~ ~. ....~ 7()1,lPH WINO 5PEEo-Upurr PRESSURI,,"',~r.;t " . 8OI.lPH WINO sP(EO-UPUfT PRESS'....Jlf'>' ,~)' , gOUPH WINO SPEEO-UPUfT PRESS ..,T.2'~ CONCRETE l.lIX: ':Z '/2:3. 7" CAl. WAKA PER I( CEr.r(NT. fc..200OPSI 28 DAYS rOOTlNGS HAvE 8EEN otSICNED fOR CUSS 5 ~.lI.IQIIAIOt.E SOIL B(AFUNC PRESSURE OF 1000 PSF'. STRlICTURtS ~PPORTE~ BY . . . . FlAGPOLE TYPE eOlUIrotNS AIlE NOT ADvERSElY Af'F'!(JI"II()lt8'f " 1/2-' . lATERAL GROUND L1OVOo1EHT AND foonNGS fOR THOSE STRUCTURES .... HAvE BEEN OESICNE.D fOR AN AlLOWABLE LAT!~,e~ING PRESSURE or 200 PSI" Pm fOOT Of DEPTH. SOILS or 0 Off SliT! . REOUlRE " SOIL INVESTIGATION AND SPECIAL.I.'f 0 . 0 OOTINGS. .. nus "'05T BE PlACED UNDER A v.ooRATORY CONTROLLED COIrotPACfd,j. .. SUBJECT TO APPROVAL Of" THE 8UILOlNC OFfICIAl.. . .. . AlUUINUt.l 80LTS 5HoILl. BE 202"-T4. . . .. STEEL BOlTS SHAlL BE ASTr.r 10-307. .. . fREESTANDING STRUCTURES A: A"ACHED STRUCTURES SHAll NOT BE ENClOSED IN ANY IrMNNER. . . \0. AlTERNA.TE AlLOYS OF EOUAt. OR HIGHER STRENCTHS r.lA'f 8E USEO....... 11. STEEl... rASTENERS SHAlL BE EITH[R AlUr.lINIZEO, STAINLESS, HOT QlPf't:O, OAlVANIIEO. OR DOUBLE CAD. PLATED, -Ml" STEEL BOlTS. ll: ~2~~~9EC~sN~"i~SA~1i,,9~ S}~5JJt~l~.EE fllOl,l Oil.. COLUUNS SHALL BE SET BACIC A IrotINllrotUU Of ,,~ f'ROU Eace: Of SUS. H. PATIO STRUCTURES DESIGNED IN ACCORONCE WITH CHAPTER All OF' THE APPEN()IX TO THE UNlrORr.l BUlLOlNG coO(. l~. HEADER SPLICES SHALl NOT BE LOCATED NEARER TO THE END or THE STRl.lCTURE THAH THE rlRST INTERIOR COLUUN. \6. 2")(6.'" OR J"xa~ RAFTERS lN~PAlRS 0 EACH COlUl,fN AND 0 "'IQSPAN WIlEN COLUl,IN SPACINC EouALs a' OR LESS' AND RAFTER PROJECTION tS BASED 00 2"" fW1"EfT SPACINCS PER TABLES ON SH. Q9)o3-3L. B/.$EO ON RAFTER TABLE SPACING OF'. :/:,," D.C., RAFTERS SPACING SHAll NOT EXCEED "I!" O.C. fOR COlUWN Si>AClNCS GR(ATER nWl e'. fOR lW'TER' SPANS BASED DI'l IWTER $PACINC LESS THAN 2 FEET - OOUBlE fW1"CR SPACllo/C 5HoILl. NOT EKCEtO 2 TIl,lES THAT AlLowtO fOR SINClE RAFTERS AT THAT PROJECTIOH. 17. fOR I.S"xl.S"xD.02"" AlUUINUt.l JOOJ-HI5 UAXIUUU LATTICE OVER~CS SHAU. NOT EXCEED THE rOl.lOWlHG: 23- rOR 10 PSFUVElOAD AND 70, eo A: gO "PH WlNOlOAOS 17" rOR 20 PSF UVELOAD AND 70, ISO A: gO L1PH WlNDlQ.l.O$ l~. fOR 2~ PSf UVElOADAND 70, ISO I: gO "PH YtINOlOAOS 14" fOR JO PSf UVElOAD AND 70, ISO I: 90 "PH YtINOlOAOS 18. rOR J"xJ'"xO.02"" AlUIoIlNUu 30lH-HJ8 UAXlt.lUl,I LATTICE OVERl-WICS SHALL NOT EXCEED THE rou.OWlNC: 2"~ rOR 10 PSF LMl.OAD AAO 70, 80 I: gO ~PH W1NOlOAOS 24~ fOR 20 PSF UVElOAD AHD 70. 80 A: 90 IrotPH W1NDlOA.DS 23~ fOR .2~ PSI" UVElOAD AND 70, ao at 'gO "'PH YtINOlQ.l.OS .21" fOR 3D PSI'" l~(W) AND 70, eo " gO IolPH YtINOlOAOS 19. CONSTRAINED fOOTINGS AAE TO B( POUREO lACtQJTHIC WllH THE sua 20. LEDGERS AND WOOD CONNECnoNS SHAll. BE Of' ooucu.s f1R-lARCH 12 CSPtClfIC CRAVlrr or 0.50). BEHOIHC YOLO STAENGTHS or lAC 9Ol1S AAO WOOD SCREWS SHAl.l BE 60KSl AHD 8OI(SI RESPECT~'f. . 21. HE:AOERS IM'f CONTINUE BOONO ENO or LAma: STRUCT\JRE AHD SUP?QRT SOLO ROOf" PN'lElS WITH, THE SoUlE COlUIolN SPAtlHe. ...... . . .. ,. .... . . .... ...... . . .. .. ...... . . .. .. .. ..... . ..... .. 7. .. .. ...... . . .... _.J.e. LATTICE PATIO - GENERAL NOTES - STRUCTlRAL TYPES ALUMET UILDING RODUCTS, INC. 227 Town Eost S1'1d. , Uuquile. T..os 151049 ~ Tel: 21"-265-B611 . m-Jg;)='H: . A~H..e P.o. lOll ItlO 'AJlO..,tI~. lITA" "'7111 . l.e.B.O. E.S. EVALUATION REPORT NUMBER 2228P 'ii95orlL 031 ~ ..... . . ..... ...... . . .. ...... . . .. ...... . . .. .. .. ..... . ..... .. ...... . . .... ~ ~_..... -"\ \ .I \~~\ "\ ..~ "\-':. '\ ] AAFT(R TO HfAOER CONN. BRACKET taoO.060-. 6063-T5 AlU"'. ATTACH . BAACKET TO H(AO(R w/2la SMS W/'j/S" OIA. AlUU-NEOPRENE WASHERS "' -r 2 _ I. " '"' 2-10 ,____,... ~J '"' . . 2.1~" .I~' ~ 4 - 2A 1/4" pop .. RIVETS OR 2 - 1'4 S"'S. HEADER -r -r 2 -1'0 WOOD SCREWS FOR 2X6.5- RAFTER OR 4 - 1'0 WOOO SCREWS FOR JX8 RAFTER. 1'0 WOOD SCREWS TO PENETRATE F/W,lING "'(UBER 1.5" i ~^,~(Il. \.~fO\) ".6" 2-18S"'S EACH SlOE 1YPICAL RAFTER TO I-SEAM HEADER CONNECTION . RAFTER HANGER (AlUM. 6063-T5; 1-0.0':J01 (FOR 2X6.5 AND 3X8 R.l.FTERS)- Q:= -1~ POST BASE FLANGE BRACKET .. . (ALuu. AllOY 6061-t6) . .. ~OLUMN CONNECTION TO CONCRETE SLAS FOR ATTACHED LATTICE PATIO COVER '1175" ~ ~J_I - ~T'tP. ~~~N~~~ C~L:'~. lAnJCe: - - ANCHOR BOlT 1 EACH SlOE (SEe: TABlE I). -jO'" 5115",,' ..,. f-- ~~rC~~;i~~ CUBE. POST BASE FLANGE BRACKET (ALUW. AllOY 6061-16) COLUMN CONNECTION TO CONCRETE FOOTING FOR ATTACHED LATTICE PATIO COVER '~ic-'-'~ CONN. TO COLU"'N. MlOIOR BOlT I EACH SlOE (SEETA6t.(1) 0.50" f-- 5]75-:.:,0 ... . ... . . .. . . .. TABLE 1: ANCHOR BOLTS REaD FOR ATTCHD FTC. SIZES foonN HlLn- Ka_ Pu CONN TO SIZE ANCHOR 90LTS UPllFT COLUMN (IN) ICBO E$ ERI4e27 LOAD TUBe: 16)(15 2 WBEO 22g 2- I" 18lCI8 WBED 326 _ I" 20lC20 2 WBED 4"8 4- 14 22X22 2.:; WBEO :;915 4_ 14 2<ClC2<f. 2.~ EWBE:O 773 26)(28 1-1 2 6 EM8(O 1183 15- 14 28X28 1_ ;.:; Ol(7"(WBEO 1228 5- 14 JOX30 I_~ 8"'x1 U 1510 .lIXJI.2 1_1 2 J EUElEO 15M .. NOTE: WH(H,.ATTACHING ,TOS1A8 US(CONNEcnON fOR 24"X24~ FoonNGATTACHW(HT; , . .. . . .. . .. . . . . 50 . . . . .. ~ 'ri , : o o o . , , o o 2-110 I .... 3"X8- AlUu. HOR. . . .. ... . :'L { :"1 2X5.5XO.026- .SIOtPLATE SIDE VIEW '\ "\: "';:"'}"'\\\'~.... \ ":"':,) ~ .. \~- RAnER ~CER: SEE -fW'lER I-WICER" DETAIL FOR FASTENERS TO WALL AND IW'TERS 2X6.!l- OR JXS- ALU"'. RAFTERS '~~r"3 t ~~~"l ~ t -r----'- o 0 , , , 0 o 0 o 0 o 0 , , , o o o 2X8.='- OR 3xe- ALUI,l. IW'TER 3- SO. ALUu. COL I,lIN. 0.02"- THICK LEDGER 2-,,6 1/2" SIDE PlATE 3" SO. AlUW. COL. IoUN. 0.024" THICI( j.. , CONNECTION 1YPE "s" 2 - 'IOXI 1/"- sws tACH fW'rtR TO COLUlolN ~ONNEcnDN (4 TOT"'-:>, SEE ""RAm:R I-WICER- DETAIL FOR WAlL ( \ ArT","",.! RAFTER HANGER. . RAFT H TO WALL €ONNECTION DETAIL ~ \..- -.,- 2")(e.='- OR J"xe~ AAFTER CONNECTION 1YPE "A" 4A~'''ji- ~~~!~ ~ " - '1" sWS [AOj HtAOER TO COlUWH (8 TOTAl). . 2 - '10 SWS EACH RAfTER TO COLUI,lN C~NECTION (4 TOTAl) 2.33- 2.33" 2.3J- , ~ .. 2 - 'I" SWS [ACH Hu.oo:r. TO COlVUH COHNtCTlOH (' TOTAl). -r---~,- o , , 0 o 0 o 0 o , o , o , 0 o 0 o 0 '0 0 "'1' 1.100' ~I~l W4.lJUT-]5I(g, SJ'"~8EAM (AL1Jlf.606I-T6) 3-)(J" COLUUN STEEL 1-0.0"8- FOR 8' HT. t..0.120~ fOR to. HT. I 2 - 2X6.='" OR 2 - 3"'x8- HEAOER o '\:..2")(6.5" SIOEP\.ATES J"xJ-XO.02"" CONNECTOR RAFTER CONNECTION ~. ~ CONNECTION TYPE '. "0" ~. I t, , I .' , I (J.;u'g7z~i..~ ~~o:1~., DFSCREwS. ..: 3X3 FLUTED ALUMINUM COLUMN (ALuv. AUO'l' 6061-16) <C - 11<41 SIolS SHOWN 5(E f'AST(N(R PAnERNS "A~ 6: oa- fOR fASTENERS R(OIREO COl,\IIotI<lCOllf\l(CTOR ll-'I'T(lC SCR(WS. 2.~" o.c. - . U".LONG 4.", 1-I1EA/Iol SEClJOli. . ~ I :;-1-8(1.1.1 CONTII....JOUS \~: '10,5"$ J"XJ" COLU"'N AlU'" COLUWNS ,: 2 - 2X6.5" OR 2 - 3"X8" HEAD(R J- so. ALUW. COl. I.4.N. 0.024~ TIIICK JX8 HtAllER " - '14 si..s EACH SIDtPlATE 8" HEADER ~;;: ~~~~ TO DOUSLE HEADER t-T- o , [t- , , o ~..O 00 1..1 · 00 CONNECTION 1YPE "c" 2"xS.5- SIOEPLATE lit $I.lS 0 300 o.c. ALL HEADER SPLICES I,lUST BE C(NTERED OV(R A COlUl.lN. COlUWN CONNECTION WHERE SPUCE OCCURS WAY NOT DE USEO AS A REOUlREO COlUMN CONNECTION. HEAOER SPLICE DETAILS 3X3- COLUr.cN ALUM. SIDEPLATES W/SINGLE HEADER TYPICAL FREESTANDING .COLUMN CONNECTION EXAA.lPLE Of HOw TO US( TAeLES ON SHEETS 09~J-3L niROUCH 0950J-:lt. LOAD CASE: 70LtPH PATIO. 20PSF l.NE lQl.Q. PROJECTION.. 10'-0-, PMlEL CM:RHANC !" 2'-0-, LlAXI"'Ulol STRUCTURE HEIGHT ao 8.. . . USE THE TRiBUTARY WIDTH TA8l.1; ON SHEET 0950J-4L TO OETERLtINE THE TRIBUTARY WIDTH. IN THIS CASE 5.=" IS SHOWN. USE 7.. THEN TURNING TO SHEET 09503-JL (fO~ 70UPH W.S. - PATIO) AND LOOl<IHC UNDER nil; 20f>Sf LIVE lOAD, TRIa. WIDTH l' AND a "W.XllolU,", STRUCTURE HOCHr. THE LlAXIl,lUt.t COlUWN SPJrClNC FOR HfAOER "E~ AVMAOlE WOULD BE IO'-~-. IN THAT CASE A UINIl.lULt OF THREE "'00 TYPE: COlUUN CONNECTIONS ME REOUlREO TO SATISfY HEADER "E" IN THIS CON'OlnON. lr HEADER "'8" WAS USED THEN niE w.xILtUU COLUUN SPACINC WOUlD BE 11'-11" 'A'lnt THE COlWN CONNECTIONS B(ING EITHER & Of TYPE "A-, 2 Of TYPES oa~ ~D "'co. THE LAST OPTION WOUlD BE 10 ATTACH TO A Sl.A8. IN THAT CASE THE W,)(IWUlol COlUI,IN SPACING WOULD BE ONLY ~'-2" WlTH THE "WINlUUJ,l ,NU~8ER or COLUUN CONNECTIONS REQUIRED PER CONNECTION TYPE- a.o.sED ON THE CORRESPONDING . H(AQER, TYPE. ' fINAlLY. THt COLU,l<lN TYPE (IF' f:REESTAHOlNC) WOUlD BE EITHER "0- OR "E-. If' IT IS MI ATTACHED STRUCTURE THEN ffiE COLU"'N TYPE IS 6o\SEQ ON~ THE TYPE Of COLUIoIH TO H(J.O(R CONNECTION USED. SEE THIS SHEET fOR HEADER TO CDLlNN CONNECTION TYPES "A" THROUGH "'0". . 2")(6.!I-XO.026~ AlU.... SIOEPlATES COlLNH COtlNECTOA IZ- LONe (lY[fl POStS. IlOXI 1/4" S.I.4. SCROirS D 24" D.C. WAXlWUlI. ... J J.~:~~:: 0.040- R-.I::I:S" ",.. HEADER "s" ",. 2-X6.~" OR J"X!l~ RAfTER & - 114 SWS -3 EACH SlOE OF' COLUI,lN TO CONNECT SIOEPlATES TO COt.UWN 1YPICAL LATTICE TO RAFTER CONNECTION R-0.D931- ] 1YP1CAl. . ," COLUMN DETAIL COLUWN CONNECTION SEE -COLU"'N CONNECTION FOR AnACHED LATTICE PATIO COVER~ THIS SHEET FOR DETAILS FOR ATTACHED STRl..ICTlJRES W SIOCP\.A END VIEW ATTACHED ALUMINUM SIDEPLATED COLUMN CONNECTION DETAILS M" I COLUMN (ALUI.4. 3OO4-H.l8 OR EoiAt.) HEADER. (~UI,l. JQ04 -HJ6'- ~ OR EQUAt. J ~~ llf~ ~~ LJ 3" SQUARE COLUMN . (ASUI 0\-44& STEEL. N-40KSl I,lIN.) (ALU.... AllOY .JOO4-HJ6) =8] w..:J LATTICE (Al.U.... 3OO3-HI6) OR EQUAl COLUMN (ASTU 1610 C:RAOE: -C- F'yao<COKSl) ] R"0.12='- 1YP1CAl. 0.120" LATTICE - DETAILS ALUMET BUILDING PRODUCTS, INC. 227 Town EO$t BllId. , Ue$quite, Texos 75149 J Tel: 214-~8S-8811 A LA1f5 M-E. ,- I RAFTER OR HEADER (AlUI,I. J004-H36) Oft EQUAl.. ," _.J.e. OJ 1/96 ~ 3.0" m-J::)=~=. P.o. !lot lno PAII09AN UTAIl 84ftl I.C.B.D. E.S. EVALUATION REPORT NUMBER 2228P -- 00503. "' MA.X1MUM LIVE TRIS STRUCT. LOAD WIOTH HEICHt (PSF) (n) (FT) 70MPH WIND SpeED - PAno HEADE:R "A" COLUMN fOOTING SIZES SPACING ATTACH FRtE.STANOJN(i ON. N8~. I!;:f. 10 I 20 2S ~; 30 3 8 10 8 10 8 10 8 '0 8 10 8 '0 8 '0 8 8'-6" 10 I X 1 8 8'-1. I 1 10 11( 11( B 8'-0. 2)xU 181(20 181(26 10 181(22 181(28 B 11'-4" 18X16 18X26 181<"5 .501(15 10 laXle tSx.,};> .).lX15 8 9'-9- 18X17 lex:]5 lax33 301<15 10 181<27 18x~:!l 3])(1 8 6'-9" \8X18 ,eX24 181(31 J01(l~ 10 18X2618x,34 8 e'-o" laX23 18X.H 271<15 10 f fBX15 18XJJ .}OX1S 8 "'-5- 19)('9 ISx1.} 18)(30 27)(15 10 181<25 18X32 3Oxl5 8 6'-"- 181<22 181<29 211(15 10 18x24 lAX31 8 6'-8" 20_20 18,.22 lB.lt! 10 2<hZO 18..24 18.JI 8 10'-2- 18)(18 18X26 lex.)5 JOX\5 10 J 161<28 18Xo37 J,Jl05 8 8'-9" 181<2 16X J XIS 10 16x27 18X35 3JX1S 6 7'-10. 18X17 18)(2( 18)(J2 J(JIOS to 4 18x26- UJXJ4 : 8 7'-2- 18XI8 16)(23 18X31 27XI5 10 16X25 16X33 30XIs 8 6'-8. 16)(23 16X30 27XI5 10 16)(24 18)(32 30Xls 8 6'-,). 18)(22 18)(29 27)(1~ 10 16)(24 18X31 27Xls B 6'-". 19XI9 18X22 18X29 27XI~ '0 19)(19 16)(24 18X31 27XI5 8 9'-"- 18Xl:' 16X20 18X3~ 10 18)(26 16XJ7 JJX15 8 8'-1- 161(115 18X2~ 18XJJ JDX1~ 10 : l.aX27 l.aX,)~ ,)JXIs 8 7'-2" 16XI7 18X24 16X32 30X15 '0 16X26 18X,)4 8 6'-7. 18)(23 18X31 27XI5 10 18X25 fllX3J JOX1' 8 6'-4. Ii3X2J 16XJ{) 27Xl5 De 10 f lBX2.5 18XJ2 .3Ol05' E 8 6'-1" 11lX18 18X13 18X30 17lC15 DE 10 I 18X24 16X32 30Xls E 8 5'-5. 16X12 18X29 17XIs DE 1 18)(24 181(J2 JOI(l5 E TRIB. WIDTH TABLE SEE $1-I.0950J 4L 15'-7- I X 4 ',)'-6. 5 6 12'-1. .2JlX2JlIBm IBX 'X 1 X 11'-1- 7 10'-3'" 21X21 1 4' X 1 18X22 18:(2" )&X2J 18)CJQ 'X 11 lBX23 16X29 IllX21 16X27 16X22 16X29 8 9 10 9'-7. g'-o. 22X 11 11.5 " 4 5 6 7 8 9 " 4 5 6 7 8 85 3 4 5 6 6"5 7 8 I XI HEADER "8" ~bT~~~ ~~:t~,~E~ri COLUMN FOOTING SIZES CR CONN, WE: I SPACING ATiAl,;H fR(ESTANOING ~. A 8 C ON, ~g~, rr.rf OE 2 2 2 22'-0. 20X20 18X26 18)(37 J3XI E t 16XJQ 16X40 36XI DE 20'-'. 22x22 16X27 18x36 3'Xl E I 18X29 16X38 ]3)(15 DE 18'-11. 2JX1J 1BX<6 lBXJS J3XI e:: I 18X:!8 18XJ1 J3X15 DE 1)'-10. 2.:124 18X26 18XJ4 30X1S E I 18X28 16X31 33..1 DE 16'-6- 24X24 16X25 18)(3J JOll E I IBX27 18XJ6 JJll DE 15'-5. 25125 18X2S 16)(33 E f 8X21 16X35 DE 14'-7. 25x25 18)(2-4 18:02 JJX1 ( I 18X26 18)(34 DE' IJ'-IO'" 26_26 '8X24 16)(32 E 18X26 18X34 DE 13'-2~ 26X26 18X23 16XJI 36xI E 16X2S 16XJJ , ()( 12'-11. IBX2J 18XJI DE: 16X2" 16X3J I DE 17'-"- 19X19 161(30 18X41 JGXl [ 18X:):) lX41 39X15 DE 15'_9W 20X20 16){29 16X:)9 36Xl E 18)(31 18X4236Xl DE 14'-1" ~lX21 16.1(28 teX3S JJXI E 18)(30 18X-40 DE 12'-10. 16)(27 HIX36 33Xl E " ~ 16X29 18)(39 36Xl DE 1l'-l1" 22X22 18X27 IfIX3S 3)XI E ... 18x29 HIX3!l J3XI DE 11'-1. 181(26 laX3-4- JOKI E .3 18x28 IllXJ7 3JXIS Of: 2 IO'-7~ 13X13 IBX26 16XJ4 30X1 [ .J 18X28 16XJ6 33X1S DE 2 2 16'-5- 16X1B 16X)1 18X41 36X1 E IB)(J3 24){42 36X1 DE 14' '" 19X19 '6lC29 BXJ9 )6Xl , 18ICJI 18x42 J6Kl 12'-9- 20X20 IBX2B HlXJB J3XI 16)(30 16X40 j6XI 16X21 18X36 JJXl laX29 16X3a 36Xl 181(27 f8XJ5 JJX15 IBX29 lBn1 -lJX15 E 16X26 18X34 .30)(15 DE: 16X28 18X37 ,)3X15 E IBX2S laX3:) .3OX15 oe: 16X27 lBX36 J3X1S E: 16XJO 16X41 J6Xl E laxJ) 24)("'2 36Xl e: 1J'-O~ 1 1 I I I E 16X)1 16X42 36X1 E 1eX28 16X36 3)X1 E IBXJQ 18X"'0 36XI E 11'-4" 20)(20 18X28 18XJ1 33)(1 DE 18X.30 18)(40 .36X1 E 18X28 18X37 3JXl DE 18)(30 18X39 36Xl E 18)(27 IBXJ~ JJXI5 DE 18X29 18XJ7 33Xl5 t 9'-.}. 21x21 18X2S 1axJJ JOXI DE 16)(27 laX35 33Xls E \ 01' co.. HEADER "'C $I. COLUMN fOOTING SIZES m>( " SPACING "TTACH FRE ST-'NDING ~i 0 . rvON, N~, .':f 0< 2 E 0< < DE E 0< E DE < D< < 0< E DE E 0< < DE E 0< E D' E o E HEADER "0" Mlli:~~~ ~~:,f.~E~ COLUM,N f'QOTING SIZES PER CONN TYPE , SPAC'~,C ^ITACH FR ESTANDIN ~l. A 8 c' ON. N8~. rrx,!- DE 2 2 2 J2'-S~ lexI7 16X22 18X29 27X1 DE I'RY" I"'YI' DE 10'-9- 18XlB lBX~1 '''''28 21Xl OE 18x4,) 18X29 1 - ~ DE g'-7" 16X'21 18X27 2.4)(1 DE \6)(22 1.6X28 21Xl DE. , " 19)(19 18;('20 16X26 24;(1 DE 8 -9 , HlX21 18X28 27Xf OE 8'-I~ lllXf9 16)(2.5 2"X1 DE IBll21 1!X27 DE 7'-7- 2OX20 18X'9 16)(25 Of: 18X20 18X26 DE 7'-2" leX19 16X2. DE 18X20 18x26 DE 6'-9. 16XI8 16X2-4 Of: 18K20 f8X2.5 DE 6'-6" IX I 1 XI I X at: J 18X19 lax2S DE :2 6'-5. 18X19 15X24 OE .3 18X20 18x26 DE 2 9'-0~ 18XI5 16X24 18X32 .lOXI E , 16X26 laX34 t E "-9":' 115;(16 18)(,2J 18ll.JO 21JCI E 18)(24 18X32 ;'OXl DE J 6'-,ff 16X2~ 18X29 27Xl [ '. 18X24 18x31 DE 4 6'--4~ <, .18)(17 16)(21 IBX26 E I 11ll<1J 15X29 f E: DE 6 S'-H)". 18)('21 HJX21 4)1'15 DE E .3 t 18)(22 16X29 27)(1~ E DE B 5'-6'" I I 1 I 4 I DE E 9 .3 l1lX2~ 16X28 27XI5 E DE 8 2 5'-2~ 18x22 18X28 Dt' E 9 .J ISx2j 18xJO' E E 2 2 2 6'-1" ISX1S 161C " 18XJI DE: E I){ 18x.,..I.V)Jt1 E E J 7'-0" 18X2) 18X30 27X1S DE E : 6'-3~ I I :::::=~l::t~ ~ 0: o 5'-8" 18X21 IBX28 24X15 DE 7 .3 18)(23 18X29 27X15 t 40 5'-1' 161(17 8x20 6X 1 ~4X1S OE 43 4 .} 18X22 18X28 27X15 t 40 .3 2 4'':'5. 18x22 18X28 DE 43 4 .3 18X2J IBXJO E 40 J :2. 4'-:r 1bX1::l 18X29 OE 04J 4 .J 18X24 16X31 E 2 2 2 1'-04~ 16X14 18X24 18XJ1 DE 16X25 16x33 30XIS E X X 7Xl DE 6X24 18XJ2 JO)('15 E I X I 7Xl DE 16X24 16X31 ~ E 4'-\.1'" 16XI6 8X21 8X27 4X15 DE 18X22 18X29 27)(15 E 1 I 4 DE 18)(22 lax2e 27XIS E 16x22 18X26 OE 18X23 '8X3O E 16)(22 16X29 DE 18X-24 18X32 JOxtS E:. COLIJl.lN DEFINITIONS: "-2-~i:G.S"X0.02G. ALW,l, J0().4-HJ8 510tPLA1ES WjJ. sa. COLUl,lN, a-J"so.xO,024. JJ..uM.. J004-HJ6 SHAlL BE USED W/2-2-X6.5"XO.026- SIOEPLATES. C-J"SO, fLUTEO AlUlA, 6061-T6. 0-J"SQ.XO.048~ STITl COLULilN A.S,T."', A....6 S1EEl, fY"40KSJ, (,-J-50.XO.120" SrEEl COLUMN A.S.T,"" 1-:S,70 STEEl.. CRAOE aC., fY-40KSI. 3 . 5 7 3 II 14 4 3 16 .3 2 20 4 3 16 .3 2 20 .. J Hi.J 2 20 4 .3 6'-5" '" 0< < DE < DE < 5 3 "" . 2 E 5 3 OE 4 2 < . 3 DE. 2 2 <' DE < DE < 0' 3 11'-7- I 21l(2t I 22)(22 I 21X21 I TBXIB 5'-9< , 0\'-7" -4'-2 J'-6. ,. . 10'-9" 10'-1" 9'-J- 15'-'" 3 12'-0" IICOLUlANS raft .,mACHED STRUCTURES l/.AY BE ATTACH(Q TO CONCRGE SlABS IF THE COLUMN SPACING DOES NOT EXCEEO THAr SHOWN PER "UA)(Il.lUU OCLUIolN SPACING Wl--lEN ATTACH TO Sl.Mt COLUl.lN OR TW.T COLUMN SPACING AllOwED UNDER -COLUM"l SPACING fOR EACH TYPE HEADER, WHICH(VtR IS THE. LESSER or THE rwo. ISEE SHEET 09S03-2l fOR H[}.QER TO COlUUN CONNECTION ",," THROUGH .0.. -1- COLUJ,lN,""", . . 3 6 5 6 . 6 ~ fj':;"':-o.' ., 9'_10w , , . . , , : :.:1. ' , "-" ~< ..:;: ~~ ~~OFESSjQ <# ~VAq r1~ /8 '1~ !(J 'tJ No. 13857 Ii! Cl ::J Bp. 3-3HlS z f' ~ ~~~* , 14 Sl.lS, fOR SPACING ':j(E T,o.SU: "S. SH. 0950J-3L ~ 5" l-B(Al.l . Nnf.U:OuS-:'" "" ,. 3.X8.XO.040-/ BOXBtAU / _ COlUI,IH COHH. 12" lOHG AT SUPPORTS --........ -. ~ 20)(20 18)126 UIX~ JOXl . 18X28 18X37 33XI 21X21 16X26 16)(34 JOXl 16X27 16X36 33Xl I X 1)( Xl 18X27 18XJ5 JJXI 16X25 IBX3,) 30)(1 IBX26 lBX:)4 .)CIX1S 13'-5" 24X2o\ 12'-9' 3 2 3 2 3 2 ,12'-f._ 25X2S 11'-6. 11'-l). 11'-4. 3 10'-5. 9'-9" j 22X22 I 2 g'-.}- 3 10'-2- 20X~O 9'-5- . 8'-10. 2fX21 8'-7. 2 3 9'-4- 19XI9 e'-\1- I 20)(20 e'-8. 6'-1" I 18X24 18X31 JQlCl 18X25 IIlXJJ 16X23 T8XJl 18X25 lex3J 16X23 16XJQ 3JlCl 1 X 1 X 18X22 16X29 16X24 IIlXJ2 16X2-4- IBXJ2 1BX24 UIXJ2 16X26 18)(28 18;(25 18)(27 18X2!t 18X27 16X25 18)(27 18XJ5 JOXl 18X3733Xl 181(J4 'loXI ISXJ., J3XI 16XJ3 JOXl leX3!! 33Xl 16X3O JOXl 18Xo5,) J3Xl 18X215 18X28 16)(26 18X28 HIX2!:o 18X2~ I"X2.1 18x21 18XJ5 JOX 1 lax.57 o5JXIS 18X34 .JOX15 18)('6 J.JXI5 lellJ4 .)OX\ 18X36 J.3XI 16Xo5J J{)Xl IMJ533XI "'~ ~ ~L.'--r: DE E DE E DE < DE < DE E DE E DE E 0' E 0' < DE < DE E DE E 0< < DE E 0' < 0' < "" E . r.lAXII,IUr.l COlUMN SP/'cINC WHEN A>TACH s'fk" (n) 22'-8" 17'-0" 1,)'-'" "'-4.. 9'-8. 2 8'-6. S'-9" 5'-\'. 11'-10. e'.l1~ ,'-," 2 3 S'-ft. 5'-1. 4'-5'" J'-II'" 9'-7. 7'-2. 5'-91- 3 4'-9" . 3 . 3 . 4'-1- J'-7. .}'_4" 8'-0- 15'-O~ 4'-10" 3 . 4'~0" _~'~,8~_, 3'...5" J'-O'" ~ 7'-7'" 6'-2" WJ.c. 70J,lPH _ PAno OOr.lPH - WlQ 90MPH - PATIO SECTION tlVE' LAmCE SPACING LAmCE ACING lJ,rTlCE SPACING LO 0'-3- 0'-6- O'-J. I 0 -6 0'-'" 0'- ~ CLEAR SPAN CLEM S~. .Cl(AR SP...... 1011-1 7_1011_1 _ -I .Jltl I.~.)(I.S~ 20 a'-o~ 5'-a" 6'-0~ 5'-8'" 6'-0~ \_0.024- 25 7 -3 _ 7 -J 5 -1 7-J 30 6-7 - 6-7 4-8 6-7 2~2. 10 IJ -10 9..tO fJ -10 9 -10 lJ -10 .. ZO 10'-0- 7 _,'" 10 -0 7 -l~ 10-0 \..O.024~ 25 9-0 _ 9-Q 15 9-0 6-". .10 1l-3 .-10 6-3 8-J 5-10 r~~~24"~X~r:v ~:~~ X;, - , '30 4-8 I^ 4.- TABLE -e:" TABlE .A.&;"a. SECTION lIVE: llW " 10 2'"X6,S" 20 1..0,026" 25 >0 10 2"X6.S" 20 I..O.OJ<. 25 JO 10 2")(6.5" 20 t_0.040. 25 >0 TABt.(.C- SECTION UVE l 70l,lPH Jc: OOMPH WINO LOAD - PAllO RAflER SPAC'NC 1'-6'" ,'-e. 1'_10~ Z'~O. RAfTER CLEAR 'SPAN 13'-Z. 12 -4'" 1\ -9" 1f-2 91'-6- 9-0 8-5 8-2 ~r-6- 8 -1 1-8- 7-0\ 7'-10" 7 -5- 7 -0 6-6 16 -1 15 -3 14 -5 1 -9 11-6 11-0 '0-5 10-0 10-8 9-1) 9-5 8-11 9 -7 9 -1 8 -1 8 -2 20-2 19-0 18-1 1 - 1",...713-9 lJ-l 12-6 13-1 12-5 11-9 11-2 12-0 It-4 10-9 10-,3 SOlo/PH WINO LOo\.O _ PATIO RAFTER SP}.CINC 1'-8" 1'-e. t'-10" 2'-0- FWlER ClEAR SPAN 12-3 11-5 11-1 9 -0 B -6 oS -2 8-1 7-8 1-4 7 -5 7 -0 6 -8 15 -0 14 -3 lJ-7 11 -0 10 -5 fO-O 9-11 9-5 8-11 9-1 6-7 6-2 18 -10 17 -10 17-0 1J -9 13 _1. 12-6 12 -5 f I -9 II-2 11 4 10 -9 10-3 ,'-4.. "-4- 2">:6.5- t..O.026. 10 13-0 20 9'-6. 25 6.-oS. 30 7'-10" 10 15-1\ 20 11-8 2S 10-5 JO 9-7 10 19-11 20 14_7 25 13-1 .}O 12-0 2~6.5. l"O.OJZ. Z~Xtl.:). t-O.040. T~lE -0- 10-9 7 -. 7 -D 6 -. 13 -2 . -6 8-7 7 -10 16 -6 12 -0 10-9 9 -10 10-1. 7 -. 7 -D 6 -. lJ -0 . -6 8 -7 1-10 16 -4 12 -0 10 -9 9 -10 o o o . -~ -4- -6. - D. o o o .'.8-. . ~. ... . 60MPH .. PATIIl lV.FT(R SP NG 2'-0" -Qi CLtAR ~AN 19 -<I: 1-6 13 -10 .9-9 12-5 II -~ "Oyp<<".... i"JlfJ . ER-SPAC!NC "'.-0- 4'-0" . .CLE:AR.~. . -10'" -4. 1J -10 - '2 -5 8 -9 11 -5 8-\ TABLE. "s" MAXIMUM SPACING I'" S.u.S. IN PAIRS 10 PSI" LNELOAO 20 PSf" l~LOAO 2' PSF lMLOAD 30 PSF LM.LOAD END CEN'ER END CENTER ENO CENTER END C(.NTER SP1.C1NG SPACINC SPACING SPACING SPACING SPACINC SPACINC SPN:ING ~~~O~{IN~e)~~J~~)~O~J~NO~.)~~) B 10 , . 7 5 6 4 15 7 e 4 II 4 ~ 5 6 7 J J 5 6 5' I SECTION LM:. l~ 10 20 2' JO 70r.lPH - ".-r10 RAflER SPACING Z'-O. 4'-0'" C~ SPAN 19 -2 13-6 13-109-9 12-5 8-9 11 -5 8-1 B-1 ~~FESS/a~ ~O . '~'No" 13857 z . 'OR ~~'/~ ~ ~'fi. OF r-r ~COLU"N ,rOOTING I' r \ \OOTlNG ~COlUUN I I t} "(' fooTlNC ., -r \ I I I : I I.... I ,. I I ~ : f ~ I I Q. I t Q. I I W I I W I I I:) I I 0 I 1 I I : :. -~ I I 'j ..' L_"--q ~ "-"-q ~ 1YPE "A" NON~0~2~;,~~~~~~. ,;'~~:;~~~.~~,p rOOTING" ~:;: HE:A.OER OErtNITION$: HEAOER wA. _ J"XS-XO,040. AlUM, eOxBf:AAt H(AOCR "6. - ,rxs.xo.0-40. AlUU, eOXBEAU w/~. ALUU. I-SEMI. "<AD<_ '0' - DOUBLE 2"leSS"D,O'S' ALUu. BOX8E:M1, ATTACHMENT TO SLAB HEAttER .C. - DOUBLE 3'"Xa"XO,040" ALUlI. BOxBUW, 2" woe fROU CENTE:R OF fOR SPACINC 5~E TASLE .S~ . 1 Of" SUPPORT.' $H, 09SOJ-Jl._ ..!. :::~~:~~~:~~~:1~:~~~5:7: . ~~--~-~~~-_.;;~-~-;;----;,-,,-------_._--_._--------~-_.__! ~ --''--r-r'---1-ir.t----1":V-------.~~~~~:ji--lC;C-----" , , , _____t:___~____i _______"J..____________________________ 3')(8- l..0.040- . TRIS wlor, eFT) 3 . . . 7 8 . \0 11 ~ J . . CENTER SPACING INOICATES THt SPACING TWO (2) rerY f"ROM tACH [NO, LATTICE - CCW1N SPACING, fIG" SIZE, COllffi TYPES & C<i>lNECTlONS 7CMFH WIND SPEED - PATIO ,"""".. A\. " , (\.~UMEr BUILDING PROOUCTS, INC. 227 Town Eost Blvd. , '"I,V Uesquile, TellOs 75149 J m.-C..3lI'4n-HCIt Tel: 214-265-8611 43tl.tsrZOO..omt A L.-e M..E '.0. 8QI 10'0 J>,f,ItO.4lf, UTAIf H"I ..... tC.B.O. E.S. EVALUATION REPORT NUMBER 2228PI'ii9503-31 \ . MAXIMU BOMPH WIND SPEED - PATIO .. H R . . HEADER - HEADER "E" H 110 COLUMN LIVE TRIS STRUCT. 0 ~ SPACING PROJ. . TRIBUTARY WIDTH eFT) LOAD WIOTH HEIGHT COLUMN fOOTING SIZES UINIMUM N UueERlE;/g9LUMN FOOTING SIZES UlNIMUI,l NUMBER OF' COLUMN FOOTING SIZES 1M", COLUMN fOOTING SIZES ROO, A'Wfc~ '. (PSF) (FT) (FT) SPACING fR ESTANDING CQUJUH C ONN. RE SPACING COtULlN CONN. REQ SPACING A TTACH FREESTANDING SPACING PANEL OVERHANG (IT) MTM:H PER CONN . WE I ATTACtt nU:EST#lOINQ PElt co Nfl. rrPE I COl.~ ATTACH FREESTANDING r To 1/ ON. I~R:t f!ff ~~. A a c ON. NON TYPe ~L A 8 .. ~ON. ~g~. '~:: ON. {!gN TYPE eOL o ~~ o' I " I 2' ON "A" e TYl' 0 ON. lYPr 10 :5 . 20.20 18.21 IS.J6 J J:r15 or 2 2 2 20'-.- 22,:22 18..30 15.40 "15.15 Dr 2 2 2 12'-5" ISxle 18.24 lBll'J2 ... DE 2 (FT) TRIB. WIDTH TO BE USED IN TABLES '5'-7' 8lfJ8 I r b6lf15 I I 22'-8. 10 18.29 lad2 ell.:: E IIb25 IS.d" r . MAXIMU ~UMI-'H WfNU ~t-'ttU - /-'Al JO LIVE TRIS STRUCT. HEADER -A- LOAO WIOTH HEIGHT COLUMN fOOTING SIZES (PSF) (FT) (FT) SPACING ATTACH FREE.STmOING ON. ~g~. T!X$ 1~'_~4 21.21 18.26 16.;)8 ",15 , 113.30 16.0(0 J6.IS 13'_44 U..21 18,27 18.36 JJ.IS 16,,29 lad6 1"-11" 23",23 18.26 18..H .30..15 I l8..28 18.37 33..15 18.25 16'.n 30..15 18.27 la.;)5 .3.3.15 10'-1" 24.2" la.25 16.3.3 JO.15 18..25 16..34 I la.24 la.32 )3,15 t 181t26 la.34 8'-1 I" 251t2S 16.24 la.)1 1a.25 la~3,3 18d'3 18><31 18",25 lad" 8'-0. 26.26 18.:!'J 1.6..30 OE I Hb25 la.32 E la.25 16.30 36.15 DE . 16.14 la.)2 E It'-,,. 19.19 16.30 18.41 36.15 DE 161t32 2'h)9 )9.15 E 9'-9- 20.20 16.~8 18.)8 3J.15 DE - HI.31 18.41 35.15 6'-9. 2h21 18.28 18.37 JJ.15 of: I 18dO 18.39 36.1 E 18.27 18.dS 33.15 De ! 18,,29 18..38 E 7'-5'" 22,,12 18..26 16.35 30.15 DE 18.26 18.)1 33.15 E 6'-"" 16..25 16.:H 30.15 DE , 18.27 16.36 33.15 E 6'-0. 23"2,3 la.2~ le.3,) .}tJ.15 DE 16.21 f6d5 33.15 (: 10'-2. la.la 18..)0 18.-10 J(l.lS Of: I 18,,32 la,,-I3 39,,15 E 6'-Il"' 19.19 1B..2B lB.3S 33.15 DE 16dO 18.40 36,,15 e: 1'-10. 20,,20 18"27 18.36 33.15 DE le.29 16.39 36.15 E \8.27 18.35 33.15 DE 18.29 ttl..3)'- 6'-8~ 2h21 16,,28 10"J.. JOorl~ DE: I 18,,28 18d7 J-'.15 (" J6..2:'> Hl....34 JO..l DE; 16,,27 18.36 33.'~ E .6'-1~ 2:b22 18.2:'> 18.33 30.'~ DE 16.27 lfh35 33,,' E 9'-"- 18"la 18..'10 lfl.~O 3(h\~ DE 18.32 18.4) .19.1 t 8'-1. 19,,19 18"28 16.38 3:"15 Ifh31 le.41 3ehl5 E ltllo27 18..J.6 J.}"I DE Ifh29 l(h)9 .16.' t 6'-7. 20..10 18.27 1f'-35 33.15 De: '8.29 le.,)1 t Hh211 1S.35 J(hl DE 18.:28 18.3733., t la.26 18.34 ~.I DE 1l~.2S '6.37 J."I f Sd,s 18"J.. JOd IB.28 18r.J6 JJrl 10 20 25 _, 5 30 3 . 5 6 7 6 9 10 11 11.5 3 4 5 6 7 6 B 10 B '0 B '0 6 10 B 10 B 10 B 10 6 10 6 10 B 10 B 10 6 10 . 10 . 10 B 10 B 10 B 10 B 10 6 10 . '0 B '0 B \0 B 10 B 10 6 10 6 '0 B 10 B '0 B \0 B 10 6 10'-1'. 9'-5. 0'-5- 7'-11" 8'_04 B 3 4 6 7 B a.5 3. 4 5 6 6.5' 7 6 7'-2" 6'-3- 7'-2" 6"-". &'_14 ~'-S. !!Q!!.:. 18)(21 INDlCAtCS A la~ SOUAAt: BY 27" DCEP rOOTINC. . rOR TRIa. WIDTH TABLE SEE , rOOTING, /: . w o w ~ (COlINe, CONSTRAINED HEADtR DtnNlTlONS: HCAOE:~ "A" - .1""x8"')(0.040" ALutJ. eOXBOJ,I HtAOE~ "9" - .1"'xa"'xo.o-lO'" ~w, 90XDCMI 'W/5" ALU.IJ. I-D!AU kCAOt:~ "0" - DOUDL! 2'"x6.$"'xo.on~ AlUN. DOltO(}..l.l NtAOC~ .('" - OOUBlE J"Xa.xO.04Q. ALUN. BOxDEAN . 3 3 2 . 3 2 2 ., 3 t3'-6" . 3 3 2 3 12'-lo~ H'-II. . . 5 3 . . 222 11'-\" 1()'-'7. 15'-8" 3 ,..'_,)M , . 3 12'-g. 5 6 7 . 6 3 7 . . 3 7 . 2 2 2 '3 1I'~7~ 3 10'-9- IO'~I" P'-,)- 14'--1- . 13'-0. 3 12'-0- 5 . 7 . 3 "'-4. 0' E B 7 8 7 8 .11'..,1: 9'-10- "'-3- -1- VCOLUUt..I LIJ I, TYPE "A" Xret CON2St.AB.DWG 25,,25 lall,)4 24..41 39.,5 1811,)1 18..42 36"'5 \8..34 24,,4 391C15 16.,)0 lS.41 36.15 le,,3J 2~.39 39.15 18..}Q \8.~0 36.'5 16.32 f6.-I,3 39.15 16",29 16'''036.-15 'B...)I 2b"'2 36.,:,> l8..).3 24.42 42,,15 ladS 2~~45 42~1:'> te.33 24.41 39..15 18d6 24~U 421t15 \8..)2 24l1),9 '9.,5 led5 24~42 42.15 /8.1131 la.-I2 J6.U 16d3 2..".40 J9Xl.1 16..)0 18.41 )G.15 lS.J,J, 2......39 3!h15 \S~,30 16.40 36.,5 18,,32 2hJQ 39~15 16,,29 18.39 ),3.15 18.31 le.41 36.15 18.34 24..~2 39,,15 Hlor3l" 2-1.45 "l.l~ lB..)J 2.""41 J9..15 I . 5 4.4 42.15 18.3024..4039.,5 IS.35 24..42 41.,5 18~32 24.39 39.1~ 16.),4 24.41 e: 16.312"-"136..15 e: t6d4 2-1;'41 39..15 .. e: 18..J0 18.,(1 J6.15 E: ltb33 11..41 39..15 E 1&.2821.3836.1:,> E 18..3021040.39.15 E I 26,,26 ~h21 1- ~2,,22 :2,3.2.) 24..24 1 25,,25 r 10.10 f 22.22 2.).2.) 24024 HEADER D l.4INII,lUI,l NU\A8ER Of COLUMN fOOTING SIZES COlUI,lN CONN. ACOO SPACING m....cH FREES1,l"NOING COl. PER CONN. J'tP(: , - ~ON. NON TYPE tYPF ABC ON. "A- E 2 2 2 12'-2. 19..19 16..25 'e.3,) ~lIl E T. 18.27 \e.36 3':""5 DE 10'_14, 20.10 Hb24 \6>1J2 )O~l E 18.26 'e.34 DE 9'-50. 21021 18.2,) 181t31 27.1 E' 18,,25 16.33 JOlt15 DE 6'-1. 22.22 16.2.3 18.29 l1~f E 16.2' 16,J2 .30..'5 E DE 6'-0" 18.22 18,,29 27,,15 OE ( T 18,,2'" 18..31 1 E De: 7'-&" 23.23 \!5.l22 le..26 301112 DE E .J T Hb2J 18"JO E DE 2 7'-0. 16.21 18.26 OE E .3 T 16.23 18.29 E DE s'-a. 2hH lB.21 le.27 DE E .3 16.22 16.29 E De: 2 6'-.- 18..20 \8.27 DE E ".3 16.n 18,,26 E De: .J 2 6'-.).0 18.22 18,,26 oE: E ".3 HIII1:Z 16.za E E 2 2 9'-0- /6..16 Ub27 16"J5 -'-'.1 DE e: IB..2P 18...)9 .)5.15 E e: 1'-g. 18..26 lB.,4 .)0,,15 DE (: 18.26 le.36 33.15 E 6'-". 19.19 16,,25 Ie.),,) .)().lS DE 18.27 16.,)5 33.15 E 6'-." 20.20 18."24 \e..32 .)0.15 DE: 18..26 18.,)4 E 18..24 llb.)l 27.15 DE Ifb25 IS"JJ ,)0...15 E: lB,,2J 16dl 27..15 la.2~ 11,..)3 .)0"'5 E 18,,25 le.,)3 JO..15 DE 10,,'26 18.35 .)0.15 E B'-1. \11.17 \11.27 1e,,36 33111:) aE 18..29 l8de E 7'-0" 16.16 16.26 18.34 JO.15 DE 10,,28 16.36 JJ..t5 18.25 18,,3J .JQ,,15 DE 18.27 lB"..)S. .33.15 E 5'-8- '9..19 18,,24 181132 30,,\5 0 18.26 18.34 E 16,,23 la..,)l 21.15 DE: 18.25 18,,33 30,,15 E 18,,25 16d3 DE 18.27 16.35 la.25 la.JJ 16".:17 lB.}~ J)"J~ 7'_44 18..16 16..27 la..)6 3.:s.1~ 16,,29 181138 6'-5. 16.\'1 18.211 18.)4 JQII\~ DE: 1a.28 le,,36 .33.15 E ~'-9. 16.1 16.25 la.)3 JO.15 la.27 le.J5 JJIII5 la.?4 IB.J" Q'7.I~ 18..26 18.}.) .)C).I!> 16.23 113"" 27.1:,> IB.2S 18d.3 .)0.15 18.25 18.33 18,,111 111.,)4 18.26 \8..34 16.28 18,,')6 3).15 E E E E < < < 3 5'-10" .T 5'-6. 2h11 . 3 2 533 . 2 5 , 3 222 3 . 5'-2. E E E - E E E E E E E E E E < E E E E E E 5 3 7 8 g . " 18!li .. I.... .) 18 ~ 4 14 .. :, 18 5 4 3 2 2 II 5 6 3 6 \0 4 3 I. 21 ~ 4 23 29' S 4 23 .!5 3 29 6 4 23 ~ J 29 6 4 J'-7" 3 6'-3. 5'-'" "'_5W "'-2" ..'-". "'-7- "'-2" ~ :~~ SI.,lS, rOil: Sr'AClNG L ~ T^OL( .S. $H. 09~3-.3l ]< ~~ ~. <w '0 I III In_ v I-- t---.-.- 5" 1_''''''' CONTIHE:ouS --I I ,3'"x6'"x0.040" _R I~ eOXB~ L-COl1.JU)l ~.... 12" LONG AT SUPPORTS ,.. . - OW::: HEAOf:R ( ooH.. COLUMN rOOTING SIZES 'I. SPACING ATTACH FREE5TAADlNC ~ ON. NON TYPE o ON. "". 2 ~1.\1A.ltI.uU\l COLUMN SPACINC ""'N QO IoTIN;H I"lP( TO 1/ eoL. SlAB T'1'P 0 'n' I.C.O.C. E.S. ER'I211 SIi,lPSON AH OR EQtJAl ,~ _ID 'j ( 6 - /10)(1.5- seR'" COL. TYP OE E o E OE E 0< E 0< E DE < DE E OE E ot E , IJ'-." 12'-7. 3 \1':-11" lrCOLUUN . I I . . I I i I i LJ-q- NON-CONSTRAINED HEADER "8" ~~::: ~~~~.E:~llf 1<!9lUMN FOOTING SIZES PER CONN. m>! I SPACING ATTACH FREE5TM01NG COL. . C ICON, INON TYPE 'riP A. CON. "A. DE" 2 2 2 19'-'. 22.22 18d3 18..' JS.15 e 18.3J 2111'.' 3!lXI$ DE 17'-9. 24.112' 18. IB:o"'O 31S.IS E 16..12 18.42 36.15 DE 16'-8- 251t25 18.;19 18.39 361t15 E f 18.31 IIb41 .36.15 DE 15'-"" 26.26 1e.28 \8.38 36.15 E t 16..31 18.41 36.15 DE I~'-O- 21.27 '61t28 16.38 E 18.30 1e_40 OE 14'-6" 281C18 16.28 18".37 JixlS E 16.JO 1611J9 , De: 14'-0. 29.29 18.27 IB",.)6 "'.15 E 18.291&39 I DE 2 13'-10. JO.IIJO \8.27 la...)6 .3 18.29 18.39 1 IJ'-2. .)0..)0 le.27 le,~6 4~Xl~ 16.29 18.)6 I '2'-11. 3h31 18.27 161t3S I -j \6..29 lelt38 15'-f1. 2h~1 18.3,) 2~..41 ,)9X15 1 le..)6 24.44 42,,15 H!;...S. 22"~2 16031 24.40 ,39.1.5 16.-3524.42 0(2.-15 SH,D9503-<4L ~COtu"N i.' I ~ ~ roonNC\ i ~ LJ..q '~ t . fOR 30 PSr UV(lOAO USE 6.5 fEU TRIB. WIOTH I 2. l.l.o\)( I rOIl SPACINC S(f: TAnLE "S. I ,mou CCNT(R or SH. 09~.3-Jl, I Of SUI"PORT /:W_U::::::T::::::::::::::::~:~~:~:~~~:~~::~~~~7:: i ~" I I H' ~ ................_......._.."r'..........~._.._._--~~-.....--...._u~..._....__.___........._._........ .__.......''''f'''''''''f'''t''T-'''''''r'r.;=.:~:~.i;:.i;;.;;u_.--......u:........ .......... .uu.._u_._._u i _.._._.__...._..1.._...._._...__..w._._.u._.__...u..__..u.._._...... . , . 2 11'-5- 1"-5. 3 11'-4. . 10'-5" 9'-9- 5 . 5 2 9'-9- 3 . '0'-2. 5 . 5 . 5 2 9'-~" f1'-10- 24.2" f1'-'7" 3 . 5 . 5 . . . . ".-.... 's'-,," e'-a" 8'-1. 27.2'7 I 261t28 I I!b27 6..,)6 9.15 aE 16.29 18.38 e: 18.25- 18..)5 DE le.28 la.,)7 Hh26 18134 18.:2'8 18.J7 E IB.2e 113..34 41..15 1&26 16..36 E 18..26 161t.)4 De: 16.27 16.36 t 2lh29 I 24.24 16dO 16.--11 J6..15 De .} T IBIlJ2 Nd9 J9..'5.( I lBIl29 IB,,'}9 ..>6..15 DE lB",31 1e,,42 E.. 25.25 le.28 18.38 ,).)..15 0 T le.31 le.41 36.'5 t S 18.28 10><33.),).15 DE 4 Ifl.3Q la.40 ,)6.15 ( 5 2J.ZJ le.30 18.4036.,5 0 18.32 24.38 .)9..1~ E 18.29 T6.39.)6.15 DE IlI.JI 16.-12 r E 18.28 18..)8 DE 16.3) lB,,"" ..>6.'5 E 16.28 18..38 33.15 De: 18..30 16.40 )6..15 E 'j T 22>122 18..)0 16.40 ,)6.,5 DE \Ib,)2 24d8 ')~lIl15 E 16,,29 18.40.)6.15 DE l!:11t32 HbU' E 23.2J 16.29 16...3" OE 16..31 18.42 E 18..28 :;24.36 .3,,),,1S DE: 181131 18"., J6.15 (: 22'-8. 17'-0. 13'-7. 11'-"" 9'-6" 2 8'-6. 7'-7" 3 2 3 2 3 6'-S" 6'-2. 5'-11" /1'-10- e'-\l~ 7'-,. 5'-11- 5'-1" .'-~. 3'_114 S'-7. 7'-2- ~'-9" 5 . 4'-9'" 6 . B . B 4'-1- 3'-7. J'-,," e'-O. 6'_04 "'-\0- 5 . 5 . 5 6 5 6 "'_04 3'.8" , )'-5" )'~o. ,'"ACHEo AWNINC"\ 1.s-X F,l.,SCIA AWNING ... pROJ(CrON RAFTrR OV(RHANG stE SCHEDULE fOR I.. ALlO'o'l.-.stE -v TYPICAL FASCIA ATTACHMENT TO RAFTER DETAIL SCke:OOlt FOR: lM,XllolUloI RAFTER OVERHANGS FOR AWNJNG PROJECTIONS (lH INCHES) PROJ. 2x",~r~Jo 0 2X6 2~~Tg~~O 0 2~~. oC:C. lML~S UVELOAOS PSf, LlVtLOAOS PSf (FT.) 10 20. 25 30 10 20 2~ J.O 10 20 25 30 a 19 lJ 11 9 35 25 21 '6 29 20 16 9 18 12 10 34 2J 19 16 21 16 15 10 17 11 9 J2 21 IB 1~ 26 J) 11 IS 10 30 20 16 '24 1:) I 1~ 9 29 18 23 14 13 15 9 26 17 22 14 14 26 15 21 1:) H 2~ 20 15 13 24' 19 11 12 2J 16 Ill' 12 22 17 19 1 \ \ 17 HOTE:: THE luu8ER CRADE NIIO SPECIES sn"ll ee: or L 12. 1ollNll.lUM SP(ClflC CRAVlTY OF' 0.50 hJ.lA.lCII.lUI.l OCPnt or NOrCH tN RAflt:R IS '.17'. 2)1;60 24. D.C. lJV(lQAClS PSF' 10 20 25 30 '19 J7 JI '17 47 3. 29 25 45 .32 27 23 43 30 '2~ 21 "2 28 '23 20 40 26 22 J9 25 J7 3. " 33 .... . . .... . ... ..... . . ... TRIO WlOn TABLE "5" MAXIMUM SPACING 14 S.U.S. IN PAIRS .. 10 PSI" llV(LOAO 2Q PSf llV(L~ 2~I"Sf llV(LOAO ,Q I"SF LtV[LM END ttNTC/'t (NO CEN'T(ft ~ _(NO CENTER [NO" ~fCti. SP-'CING SP-'CINC SPACING SPAllIlD l'Sf'oIClNG sr>~lt'i Sf'ACJ":l:G SfJ~~c- (IN D.C.) (IN O.C.) (IN D,C.) (IN e.c:.) (IN D.C.) (111I a.c.) ~N o.~.) (IN O. .) 9 11 6 8 5 .. . 7 'il 5 ~.5 , , . 7 .. . (n) 3 . 5 . 7 B g 10 " NOTE: . "'. 3 , . . 5 . 3 .. .. , .. . 5 . . CENTER SI"N:INC INOfCAI'(S fUe: SPACING rwo (2) rtt:T '.'to", ~H E~{)f .... . . . , seE SHEU 09$OJ-2(. roR ~ER TO COWYN CONNCCTlO~~"tWl~uCH.O... " COlUMNS fOR ~ATT"'CH(Q STRUCTuRes l.lAY Of: A1TACHEO TO CONCRET( SVDS II'" TilE CDlUI,IN SPACING OOCS NOT (xCEEO THAT SHOWN PEn -l.W(Il'/UI,l CQlUI,lN SI"ACING WHeN ATTACH TO SlAB" COlUl,lN OR nv.T COLUUN SPACING AlLOWEO UNDER "cOLUMN Sf'.-.cINC. rDR tACH . TYPE ..[.AOER, WHICHEVER IS nif: U:SS(1l or THE: rwo. COLUtJN DEFINITIONS: A "t 2-2~6.S'"xO.026" AlUI,l.JOO4-H36 SIDEPLATES W/3. so. COllJl\IN. 8 .. 3. 50.)(0.024" AlUI,l._ 3004-H36 SHAl.l. aE US[O W/2-2"')(6.S"XO.G16- 510U'LAlfS. C ....' 3. So. !"limo AlUI.l: JO(H-H25" o .. .)" SO.)(O.04S. ST(o. COlOUN ASri,( "Hti SfCCl, rv..40KS! E - 3~ SO.)(0.I2. SfeEL COlWN ASru ~70 GRAOe ~c'", ("I'..4OXSl ~~OFESS/Q Ov. ~~OFE$SIO~ I~V~q ~ i!} &NO.1385ia'~ ~ ~~~JJm ~~ OFCNPA? a ~~~~ * ~~,Wct~~ ~J ~~ -I:J!;/,$, .~~, LA! liCE . ~"",... , ~ WJ,e. ,ryOllNG ~IZE. mt~ II 90MPH WIND SPEED. PATIO ;;""," AI\.,... = . ALUl1ETQUILDING f RODUCTS, INC. LL~r--r... 227 To..n (od Blvd, , "'V GJJ'lEEIDHO UesqvJlc:, l&'lIo, 75149 J ttt.,.f4:l1614'1'1-.... Irel: 214-285-8811 _ 4~ Wtn toO )lOImI I'. A L"U H.e: T r.D, IIQf ItTO ,"JIOeloll vnK "''''. ....-_ I.C.B.a. E.S. EVAlUA nON REPORT NUMBER 2228P-"D9s0.3-~l ./ f .... '. ~. .... .... ... . . . . . . .... . .. ...... . . ...... .. . . . . .. .... . . . .... ...... .. . . . . .... . .... . . ...... .. . .... . . . . .... .. .... .... ... . . . . . . . . .. ... . . . . .. .. .. ... . ... .. . . . . . . .. .. . . . ...... . SEcrCON LIVE LOAD (PSt) 10 20 25 30 l.s'XI.5' t=O.018' ", 7DHPH - PATIO LATTICE SPACING 0'-3' 0'-6' CLEAR SPAN 7'-9' . 'S'-7' 5'.. 7' 4'-0' 5'-0' 3'-7' 4'-7' 3'-3' 80HPK - PATIO LATTICE SPACING 0'-3' 0'-6' CLEAR SPAN 7'-9' 5'-7' 5'..7' 4'-0" 5'-0' 3'-7' 4'-7' 3'-3' \, 90HPK - PATIO LA TT ICE SPACING 0'-3"'0'-6' CLEAR SPAN 7'-9' 5'-7' 5'-7' <\'-0' 5'-0' 3'-7' 4'-7' 3'-3' ADDENDUM TO TABLE'D' DVG, D9SD3-3L. aDt. " -- Ii 0.018' LATTICE SPANS ) I " ; \\\\\\\HlfllllJtl'/ .."" x~SSlq\t: ""'''' ....'oC'lO ....... --it '..~ ... "'";",, "0" r.. ~,-..... ..~\....TE 0"'.... <-','" ':-.V,' 01 .'v. ~ : :!:f.. ....... " ...... ~ "-" . . .~.. ~r:[ (6~~ ~~.1i~(.......>:.$ , ~, '(/ ...~tfI'~t:!:'-:...\~,~ ~... ~U: ......... y"::'~.... ''''/1 Ce CH"\" ..\',.. :'II'/('''II\U\'\\\\ . TABLE - ~^~k'8' ']OUPH & BOl.lPH 'NIHO lOAD _ PArlO SECTION LM: tu.FTEil SPACING LOA )'-,,' 1'-6' 1'-6. 1'-10' 2'-0' AAFT(R CLEAR SPA." 10 n'-8' 15'-S' 1~'-9' 15'-0' J.C'-:!l. 2"'x6.S- 20 n',:.,- 12'-0' II'-~' 10'.'0' 10'_). 1"0,026. " 11'-6- \0'-10' 10 -J~ 9 -9. 9'-"~ Jo 10'-6. g'-II. g'-5. g'-o~ ef-7- 10 21 -9 20 -6 19 -:> 18 -6 11-9 2"':<:5.~- 20 1~'-9 !of. -10 14 -t \J -5 11'-10 t-O>OJ~. " 'i -I IJ -4 12 -8 12 -1 \I -7 '0 12 -\1 12 -2 II -, 11 -0 10 -7 10 27 -J 2:'.1 -6 2<4 -4 2J -J 12 -J 2"X6.~" 20 19-8 \6 -7 17 -7 16 -10 16 _I t-o.o.o~ 25, 17-8 15 -6 15 -10 B-1 '" -6 JO 16 -2 15-3 14-5 IJ -10 IJ -J TAlIle: .C. 90UPH WINO to,.I.Q _ P^TJO SE:CTlOti LIVE RAfTER SPACINC lOA \'-4~ l'-O~ 1'-8" 1'-10' 2'-O~ "" RNTERCl(.AA SP,.I,.'i '0 " -e' 16 -8. 1~ -9 15 -0" I"'-S~ ::Z.X5,S" 20 12'-9' 12-0 \I -~ lCI'-IO 10-.)' \"0,026" " "'-6. 10-10 10-3 , -, , -, '0 10'-5. g'-II , -, 9'-0 6'-1" \0 21 -9 20 -6 19 -s 18 -6 17 -9 2-X5,S" 20 IS'-9' U-l0 14-1. 13'-5" 12'-10" t-O.OJ2. " '" -I 13 -i 12 -8 12 -I II -7 Jo 12 -1t 12 -2 11 -1 11 -0 10 -7 10 27 -.1 25 -8 H-~ 2) -.1 22 -.1 2-X5S 20 19 -8 Ie - I - 16 -to 16 -1 1-0.0<1.0. " 1"1-8 16 -8 15 -10 15 -\ U -6 '0 15 -2 I.) -3 1<4 -6 IJ -10 lJ -3 ,'OIJPH'- PATIO BOMPl"f _ PAno SlCUPH - PMro ,'" . ,;~.. -.,- RAFT(~ SPN;:ING fV..F1'ER $P;,CINC fV.f1CR SPACrNC ,";- SECTION LIV< " LO 2'-0. 4'-0' 2'-0' 4'-0" 2'-0. "'-0. '" CtCAR SPAN CLeJ..A, SPNt CtEAR SPAN 10 25 -I Ie -6 26 -1 16 -6 26 -1 l8 -6 :s.XS. 20 18 -II IJ-. 16 -II IJ-( Ie -\ I no:.. (-0,0(0. " " -o~ Ir-o 11'-0 12 ~o \7'-0. Ir~O '0 1~ -7 11 -0 I~ _) 11-0 I~ _) 11 ~Q , . . . '_u. ~ . . _~'"'t'~~"".,';''!'. -- -,t. Or- l' ,\ ~ -'t ~ o'....~.. e!;i" .no . ,'I d1,:;.. - 'i po I.' , .~ p. ... " .... \if' ~# .. - . /.' "~.~.u:..~_" .. "'Cp' "'E D ....~._h.~.. ' .,'''r,U J - (:1-7"1 J ...... f.~.....~u...:-......~. ,.~\ ~,.J.:1AN'" f~'}\ ~5G8'7"''''''jCij ~?f>":;~/1.1I2~(-~/ ?1.1 4,~ '.}'ST\....(\~. ,";:;':'.,p .., .sS,...........~C>' 4~ 'i\.,9NAL \"""_- ~"'''~"b.~ , " JtXiJl'l'ES 1/10l'Z.Doo .' \. Al..UH1N1JH DCSICN'PCtI: THC UklfORH lulLO!kG co::c. 1'<3) CDlflc1t. z. THt l.."nlce TYPt stRUCTURCS SHALl.. ,,'or BC COVeReD ....ItH "'111 lTpc cr SOLID tMfe,qI"-1. ,,$ THe teste,., lQA.ns HAVE DJ<,1.Y IIW.. J,;>Pl.ICo ro THe ~olZlzaIfT"-L f'>l.OJ(Cf(O IoOfCA or IHf; l.AfTlcC N!O RAff(R,S P(q 1.C.80. CRITeRIA.. '- ADDENDUM ~ uc. '1)ft ADDENDUM TO l.e.B.a. E,S, ERNO, 2228P Er UILO'NO RODUCTS, INC, 221 10-, (0.1 SI'O'd. r N f'oI.E=e:ntN Lln4..:t., tUII ')H9 J 1,t 214.U.1_aAtl .. ~~== . ~L~M.T r....... ''''''ru'';rolJf lIfLll"MI :1.,; lIWI TO Le.RO, E,S, ER NO. 2228P. ROOUCTS, INC'I r.~M~ TI AllJ-<Er UILO'NO ~'2211o.n(oller.d, I,lnqu:l.. 1e.at 151(9 hI: 214-2U-ea1l ra. tU41 ..,.,.,"" 4$0.' 'h:rt tool"!).,,.. P.lI. 1oG~ If7'Il r......,f~ lrl'Ul &'\'.11 RAFTER SPMI T.A.OI ["' PATIO SCHEDULE OF MAXIMUM COLUMN SPACING FOOTING SIZES AND COLUMN TYPES FOR ROLLFORMED 10 PSF LIVE LOAD PAHtL COL.IoW<Il.lUl,l 70 MPH, WIND ,SPEED t.W(JI,lUl.l 80 MPH WINO SPEED /,IAXI'-lUI,I ~90 MPH WIND SPEED WJ(lI,.lUl.l SPAA Hr. COI..WN Foon G S "COLULAN ZES COlUU/II FOOTlNC SI ES " COWWN SIZES COLUWI fOO &r: COlUl(N SIZES COLUMN SPAClNC NAN 1:5 . It. H SI SPACING m N A H:::';" SPACING A H SPACING F TIN F TIN:! r TIN F TIN ~ F TIN ~~~ CONS OV W[O". ~1'K: or NON- CONS 01 '!!f...q~ ~~.~ OY NON- or !!L9 WITH OY co...., ~ p ~. ~c. ~ P CONst ~ ~ ~w.C, ~PraC, ~ ~ CONst ~ ~ I~. ~c. ~ P (FT) (IN) ('N) E (IN) (IN) E (fT) (IN) ('N) ('N) ('N) (FT) (IN) (IN) (IN) (IN) E 18X2 18X20 0 _axl 111 A Ilf-6 ~. 118 1%12 A nr-I 1WI I 1911912X! 18'-6" :~ ::r 1','2% J.t 16"-~. : l~ 1 ." =.: x:. A 15'-1":~ ':~ ~. :41:.. A im . i8X20 0 J+. 16"-r 008. .18X22,- ,:19l1'J -, 12 A 16-J laxl! 18122 "19%19:12112 A 16'-7'1,~ -!llll22. ..,'"'"..,,L. 1. 'I .19m- 1 12.. A _ _ lllXJO :1P2 0 1 19",1111 -.". ""'U '11 1'". .IS'pO. l!WI ls:m 1X2! :1 \6 ..1"-ln" 18112: I t Zlal .161'6 lI'hf" I!X2S .I!X20 0 I&l'll '-11112 A !Swl 1m81801' 'I m ... 14-' 18X29 18X22 Zlal 611 ... 11~, 15'-1" 1llX21' '18X21- IllXI8 I I -... ISUI I 2OX2O' 14X14 ... IWI 18124 1 I liX11 -1!X29 '1SJl1 0 :Hm 1.1"-a" ISXJO 1!X24 21121 15116 C 12'-8~ 1001 IW4' f IllX1 ID'-t. 18X25 'lllX2O [) ll1XlS 12X12'" 14-0 .1008 'lllXU ZOX2lI I Xl4 .... a-II ll1X29 100 [) ZIX2I 1611&-'" 10-10 14'-0. IllXi1,:I8ll2I[) laI8.l2X12"_"~I.'IllX2J 2OX201xt4.11 ISlJ1ISX2421X2llliXIIII IWIS' 181122 D 4XH l't'_ I -I' lIS II'-g" IWI I 4 lal11 I :i IllXlg D '19119 Inl~'" lJ-l I ,I 10 1121 16 A 12-10 IlIX29 II!X22 0312181111 ... lJ':-1.' 14X2 1!Xl1 W' .19[19 11m 1'!l29 I Q I .lnl6 B 'WI !!X24 . 2'1&11' 8 1llX28 1 ~ 116116 11'-10" '.1!XJll_;l, .'laxl C 11'-0. 18XJll1!X24 lnl IllXZS UIXI9-" 19X191nl'.... 12-4 1-18X2!18I21: 21li1 Iii" -A 12-1 -lmll 1llX22 D :118'" 12'-4. ::~. j~ g. 1~X21 ':~::6~ c 1t'~'" ~_': '. ,0. ~ :::: ~ 11)'-4" :~ .::: D '~2.. ::: 11'-1" 1!X2S .:~~..o_. 19X19 -lZll ... ~\-9 ~ 1 1 :12:. 116 A 11hl 1!:cl9 '1004' ~J,IX19.: 1llX21!X22 XI9 ~:::~ 1 lI'-$' .::: '1!X22' :::: ~ 10'-5" :~:. IP1f IflIf I:~' I' 0 I H114_ EA 11 -J 18X21 1801 rol I 18 A- 11 -J --HIiJi ISX2 0 .' 1!lXI9 A IH114' 18X29'1 laxl ~ 'II Isxn,uO-. lala. IO'_lIw 14 1121 C 9'-11" 18XJI.'8X24 f Z4.4"21121 .....,. 4X14. t laxl! A lllX2S'I!X21 If' 9X1J A- D- 4X14 ut-,.. 1I1:tll1 9'-10" 1llX29 1 19X19' "llXll1 C' 18XJ1 1812..-. f' ., <1"".', I""" "''"'''''''0''''''''"" 14X14. 9 10'-.. !XIII II .,'-," Isnl 1!X2 1MJ 1911' B 19X19~ I I I 1 4 16:116'14- 10'-2. 1812 ::19, II g'_&" 18X2S _:.ml 2:~:; ~:~I A r!- ^ 1 ~snl 1024 D ~ 18112 JX2J 9XIS 9 1llX211'1 4+ I 19 9"_10w.ISlQ9 0 JX2J'lftI98"-S.I"""'1ll7~ 4124'119 18XJlll!X2. C ~ 41:2'C ~:: II' ~ ~ i :: " .~~~, T an4 C ~,GI 2Ml4 '::llX: II "-J. :& I I l:~: :1:2: ~-7" ~ -I- '1:24' ,Z~l~ ~ ~tJi. ~ 1:XZ~ . ~X2~ 8 fI::m r 2MI'. 24XZ. it Q4 Jf~' c 9'-0" ~~ .124 ~~~ C ~-.5. ~ Im1 2508 ,.ti: I::. 8 r-,. :8X29. 1:1 0 '2:: 2:~: ~ ~-2~' :00: :812 0 ~ m Jt- I!O'J 1l!X2. Ml 404 lll1 :moll 1SX29 1l!X21 2:iX25 Z1I22 9 11m2 0 2m5 9 1llX29 1m 2 c a'-I" 1llXl2 I 2m 2tt22 C I!O'J 18X2$ 44 C 21 1&x2 2lIX2825X2i SCHEDULE OF MAXIMUM COLUMN SPACING FOOTING SIZES AND COLUMN lYPES FOR ROLLFORMED FASCIA 3D PSF LIVE LOAD ;-.: ~L. ~L".l'N" 70 MPH WIND SPEED ~:l'JlN"1 ~~fc~ffND SPEED . SPACING ~INe~SlZitl:iOLU"'N SIZES SPACINC FOan ES I:: e01UIr.lN SIZES ~IN IE TIN F" TIN NQN- CON OY W 0 WITH OY NQN- OY !!i.9 WI H OY ONSt ~ p ~J1c. ~. \ P CONS ~ P ~p~~C. CONe. \ P (fT) 0") (I"). E (IN) ('") E (FT) (IN) (IN) E 51t.'J 51t.'J E (fT) IWJ '1P14 lnllt flDtJ6 lIIX21 llXlli 1 12 A fl'-D' 1 m 111X14 IlX12 11'4 II!tJB 1SX2!I lax!1i 1128 U'-Q" 18XJ 11lX211 1!lX16:1 IUl UlXJI !!XI 1 1 llIlJ2 11SXl4' 0 1!IX15 1 I . 9 1805 I Ii lSX16 1 12 9 11'':'11. T!IX.}4'I!IX26' IPI5' m1211 S'-I1" IW118X28 [ 181151119 I 1001 laxlS I 12 1!lG9 18UO 1!lXIlI II IW11BX2J 1!lX15 1129 1lt'CJ4 18126 119 9'-1. 18XlJ 18X2S':[ J8X15 '2XI1:B 1'-1" lllXJ6 IIlX2S 1 II I .1!X21' IBXI lXI2 C 1!l3S~=~ f 12 1'~7" IWI .:sr:U' ,:~' n 2 C I'-r fi', ~ u~r'" "Xl "":I -f!*lllXJl '~ f II 1 8X2JI!lX1 lXI2 B ......,.. 1'-0- I . 4 !lX11 8'-0. I 1llX21 I 1!XJ4: 1!X26 laxll1' ~n 1 lWl 1l!X29 HXI4 llX29JSX22 lllXl'13 ~.. 12'1:1 1-7" IIll32' :_I!X2. . ,18115' t-r 11804.: 'I!lXI'1 1 latD'lml r. -lUll .1 1 'C USXJ6: I f 1114 .41.1:5;:: "Ii~ :i~ 1-0" ,"'" "" I'..".",."....,C. t..ff 18X:l4.1SX26' .IXfI I I9l19.. 1!lXJ6; ';,1001'. ,.t t: I . :0 1eUl,1 ..:e. 1.1.' 1!IX1111 8 r/-g. . ,t ,I!lXU ,11ll2 6'-,. 1!1XJ4 .1BX26 .1911' -12'1:12 ,19119,'121 ',' I 100 IllI II '1!IX1l 'In lSOll1lX24 1911 I I f'-6" 'llX2!l:1 [l!1Il1 1112 C (-s" 14(JJ 1SXl6 Inn III C t'-o- 1 118X24 19I:191n12 IllXJS IWl Illl 11' (FT) (FT) 4~ 'T2 . 5~ '2 8 6~ '2 7W, 8~ 9~ 10 ::&: '2 11 W . 12 * . 13 W, 14 Ht 15 P.t '2 16 ~ J] ~ -'2 18 * 19 J! 20 H\: 20.5~ , ,.. (FT) (FT) 4 :4 5 ~ 12 6~ 7b'1; 'T2 ~q) it 10 it 11 :fg.. 12 -frr * fJ ][ '2 90 MPH WIND SPEED ~L".l',:' 110 MPH WIND SPEED ~ FOOTING IZES Ie COLUIr.lN SIZ~ SPACING ;lFOOTlNG SIZES Ii: COLUWN SIZES S~!E AM --l<-. N All WHEN F TIN F TIN ':.'. TI N An NON- CONS OY '!!i..~ 'MTH OY NON.,. CONS OY I~"{!:'- ~.. OY TO ' CONst ~P~. ~c. ~p CqNSt ~~I~C. ~c. ~~ SlAB (IN) (IN) E ('N) . (IN) E (FT) ON) ('N) ('N) (IN) (FT) 1!1XJ!118X21118111111IZ'" 11l42Il1ll2FI91119IZlt:1A 1m IoWa I&U lXIl ,,'-c. 1114 I I 191 11112 12'~&" IX(ll I 1 \ 1 1X41 I C I 16 18XJ1 1 1 1!IXl1 19 IX41 I 14X14 9 III JL1!I .'-n' ''''' 'WO F '''''' '"'' -"-ll" """"'" I~ij "'-0" C I.J ~ IX>> 1001 11XI! 1211 IUS I C lllXI. <:. \). ~!.. 18X36 1801 1!lX18 11 II 21X l!lll f 14X14~ 'r'_\/. N .)' g"-t" rlllX3ll 1-'8X29 IlIlCll1 In12 8 S'-I. 21UZ :18Ol F" HX14.f.} S'_4w r......v iP~" ASJ.;1. "!...A~ 1XJ11 1 f rn!! nIl C 21X<< I ~ . 'I.9IJ ......., ^.-<V .! ' :.-vo \7 ~1 112X18 81 -f l11t6 .~,\."':.?'-:-7 rf-r 111IlC37 1 llIlle 1 I C t-~ ~4f I . . I 1 15116 r~l~ D::I t:;, ;rj >--J _ i}~ IWO 4114 21X44 8Xl5' 2JX2J 9119 C /i, .~ .,L.o~ 18X26 191-1 8 .. 2'lXn!XIII 'll/' jJII S'-o' I 1 I Xl I I lI'_Dw IX41 '!XI I-:-J"' . //f 10 ti'''ilf ,~ .,., :::p"" .. r-r 1 '.1 91111 211-' 1-r iiiO '. '. III 5'~r 't/,.oj 30033 4;- ll1XJ11.1 r 1 I llill16 C . tW ,I C 4X24, I I c: -P. 1 fQ ~ 1m 19X19' 11112 2llJllf1!X29 21' 119 -J- . 0..:--..... ~CJSTE\t~\) ...,...~ r-5~ ~ I III 1-5~ X!t2 19 T 5hO. '<....SS .~.C..~ IllIXJII".~1Il25 41:. B 1~' _ll!X29 Bltll9 - JONAL 'E. 1-0"' .It """ "". C 1-0' Il''''': ' , "'" ",'.,' ~8ll1]f .~~ .; :~4 '~ T~-' '.: J t 11 II - fEXPIRES 11101 tJ tf 6'~9~ t;W, '-18X11 '[ 2OX2O: :'. U14 r-9. 1-21XJ9 1!XJ.1." F 2JX2J.!Ill1t .....Z. , 1111371!ll2!1 !XIIIC ZIX" I 6 C_ 18X25 :2CX2lI em II 18XJ8 I 411. I raw lm1 € D20 . .f114 C .-0 121:tJ!. &]1 f '1:2. 1121 t ]'-10 1!XJ11We 22X22!Xl 21X41 I 5' C ll'~J" 10'-g" 10'-.. 'ilf-Z~ 9'-10. , . IW5' "'21 18' .f IllXZl, 'lax19-' 0 ~.~8OI'F ~ I 1~ g iti'~1 ,F TillIS' 0 t 4X24' ,'.;g" , 1121', "" .412.: .'.... ,'-j .1llX2. , , , "". "'" "21 ''''' ''''' '''''' '''''' S'~I" ''-a. ., laxl~'T I .r '!!XI' 0 , 10 '''''' r IBXIS 0 J8X210 , r 8'-9. 2X221llX89 21122 1BX 8 C a'-II~ . PATIO Ir.lAXIUUU COLU"'N SPAC1"'G CXlU.IINM'ES: mKEST A" Z -1.5"SllXO.QJZ.~~-HJ6'l!JSESCRCUCOJJUNSI J B_Z_1.S."$l1XlI,...~.'._.-..."""_T5TUOC5CROll.caJJlD6' . C . ~ SlUli..@!'~",:~~~ ~ aX.WN D.1so.FlUtEOD1RlllED.~.I06J-TS~ E.J"siJ.;ca:cl:so'SlEEl'A-<<&:tlC.~"t"I.bCXSfJ,IICt::WlN.1II f-1"X4-m12$.N.tIl.iHM~1SIlOllClX.lJUH. Ii -l"sO.lO.IJ4.S/ffiA-518 COOAiN. . H. 4"sO.XO.1S' Al.lJlI'MI5Oli1-t6"COlUllH. S1ROHC(ST I .. 4"SlU1i.1815. STEEl A~SlXl CRAO(.'lr ctllJYN. NOTE: 1I-t: IltAKm AlJ.CMAelE COJJUN T'rP[ 6 IbtJJro IN TABlES. STIiCIlCER tol.UWoS 1U.'i BE: SJ.eSm1J1[D rOR 11<( COlt/IllS 90tH. FASCIA 20 PSF LIVE LOAD 110 MPH WIND SPEED ~ ~L~: 70 MPH WINO SPEED ~~l,lJ'NIr.l FOOTING SIUS Ie COlWN SIZes SPAt SPACING -:tJTlNG SIZ .t: COlUMN SlUS SPACING F TIN~! F ATN WHEN TlNN< IN F "nN NON- CONS OY I~O WITH OY ATT. NON- E&r OV ~~~o- Yf1TH OY CONS! \ P C. CONC. \ p TS~ ~~ CONSt l..Vl'l;)1 L P e Ne. CONe. L P E SLAU Sl.A8 E.v.g , "E SLAB Sl).8 .E (IN) (IN) (IN) (IN) (FT) (FTl.. 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':~o RtG;;;, . ....~... rgv~o ~. d D.o'" CHALlMAN I; t "'q.. f3921~/fj <<'s C;'" SION AL ~~ . j ~T~mroo~c =~ ~f1G. , . J ~~~~ ~$>~Ai>>~~ .''(;-V ~"'\.. . . lJJ . Gl\ /t:!jt..!!l . (j No, 13857 2...' .(9 ::l4~1~ r"" '", 0:; ." "" . "H ,'~ (!> [r),. ~".. .1 () 6 ~J-;.7'J .,t:4>-..: CN~~" ~~t;"OF CAif~;,t; ~-~-=".., ~ ItfATEf.:USfIllOJ'-I.~O~OFm~Cl:X..lMiISPIQNC~ FllR.~ AU.DIAllE ccx.tM4 sPACN:llIfH AiT,IQ(OTOSlIB"CS THE ~.~lJUNSPio.HC"'ASSI-KliN "M;tl8..ESFlTlSlESSnwc mfOR ~~$P~ "IU.XlIIUW COWUH IO:HT . "~IO. 1IIN.lUllW(mXo.l20ALlN506I-T6CCt. . DtE "Iu:a.luu AUDIrA8LE COOJIlH SPACJl(O 110 mAO!JlC 10 Sl.A8" .....y NOT BE DC([UfD IltI[WAI1IOINCTOA,COtOlfJEsua. FllISSl'AO!lGEXamSlHATg(lWllrQR"WAXlUUU COl.lJIiHSf'AClNG"lN'TAll.ESTl€HUSE1I(1!SSOIl .. ..J.e. 11"-0' 90 MPH WINO SPEED UAXUolUI.l 110 MPH WINO SPEED l.lAX. FOOTING $I ES A" COW-"N SIZES eOLUMN MOOTING SIZES &: COLUUN SIZES eOL AN IN A H SPACING MoliN A H ::SP/.C F TlNG F" anN F n~ C F TIN I~.l WHEN ON CON"'l OY '!lP. WITH OY NON- CON OY '!!{9. W\1'ir OY ATT, to~Si ...-, ~~ IDfac. ~P1lf' ~~ CaNSt. ~~ ~WJe. ~c. ~~ ~ (IN) (iN) ('.) (IN) (FT) (IN) (IN) II(IN) (IN) (fT) l8XJl I 8 /8%18 lbl A 1J-5 IX41 1 4XI4 A u:,n,.I!1.XJO ,lBX18 1- I 9 1X44 18lJi f. '. 4XI4 9 18'-9' ZIIl9"I!XJZ 'or "_I!lXI' 11X12.'C 12'-4" 2\X46'..1 2'2X22. 1!lXl8 11006. '1!X2-1" 'lax18 '12X12 A 21XJ9".121X2~: IX16 A lBXl8;J8X29; !J!IX,111-'112._9 'IX41"'1 1 1. }.ill .9 15'-0' 2IXlB'IWI f' 2CX2O'!4XI."C 11'-1" 21X4'1l!X34' f 2m]' IlXI9 C 18Xl:i WIi ['19X19--121112 A 21Xl9 I 22X22, !Xl! A flttS1 SQ4 IU!t IlXl Ilfl -J &1'1 8 12'-'" lacs'l8XJO r 1 I 16X16 C 10'-9" 21XU 1!ll4 F 1m' lX21 C 18Xl4 18X26 E 19X19'I2Xl A 21XJ8 I E 2 !XIII A IIlXlIi 1!1X211 19X\9 12'1:12 8 IX40 I 22 !XlII 810'-8" IllXlB 1!roO 11'.116 0'_11. IX42 llIlJ4 '4'[24 1 I' C' "'"'''''' 'I.""" "'''''''''' '''' .""'l ' 1ax35 18X28 4Xl' '8 9'-'" 21X4(I'1 2Jl2J 9X19 9'-:1 IltolS-. 18X29. . .Iblll 114 '1Q34 , 18XlJ .18X2$ 14XI.' B 1lW9 1 ZlX2l:.liXl9 11- 18X36 18121" 14X14 9'-2' 21ll! IWI f 2.ttlJ'MXI9l8'-40 IllXJ118X29 . '1!XI!C IX41'1 6ll21i C_ I 'I 1121 116 II I8XJ!I 1llX29 4lQ.4 1121' 15X.lS '1001 [ 'zml '16X15 S~-!I' 21X>> _lWI f 2~X24 II:2IC 1-6" 'WI.I8X29 2m] '19119 C Z1X41 lWl F 261:26 18X.U 100' IX'21 I 1 9 18X311 1llX29 Z4124 112\ I I '1111 C s'-." lllJB 1801 44 II C &"-10 I1IXJ118X111 f'~.C' 21X41.'=aliC 18XJJI!1XZ5 IXlI 16~ ~1!'18X29- II I :IWl IXlI' 15 II'-:r 'lXl8' I. r 6'-1' IllXJ1'1l!X28 f'. . 'XlI C lX411 f 7X114XZ4T 1.tt1}' ',!:os 1J2.l" IUl& B 1~8Xl!I"1. llX2SE2U25._ . II 1/lXJ4 IlIX26 112 I 16 C" 1-10"~.:.1 ..zm:i C 5"-'. 11llX28 44 Ie lX40.\I' 8 6X25 18XlJl!1X24 ['22l221188 1RIII.IJ81llX211 25m 9 1!Xl4:'"lSllli 'wn -1111 C i-T 121XJ5_.18XJO.' ' '2X22 C s..... 18Xl6 '1lll211. 4124 X21- C r;;-xw .1 . 8.' a26_ C IW2 1004 I 18 8 lllXJ!1 6 J!- "-0' l,u,u Im6 l ti22m IUI! C r_fw 21XJ11 .-, J C 1!IXl6'15X28 04'2121 C 21X4G 1llXJ1 llX28 I I 4 I 1 8 I 18X29 ,t6126 JX2 Be .,_ 1!1XJ4 1llX25 22X22 lallll1 r-I- 211]7'1 28126 .lX'.aC. !IXl6 IW8 lXJ9 llW2 1X2 C . H: .. "-9" "-2" '~-4" S'-2" t-I" ...... . .. .. . ...... . . .. ...... . . .... . . .... ...... . . .. .. ...... . . .... .... .. . .. . .... . . .... .. .. . . .. .. .. ..... . ..... . ... . .. .. . .. . ...... . . .... . . ...... . ,.; ~x.W-\) PROFc.S'~ (;?;@ ~G\NE.tof> ~ "" <v 14779 !" (}J~' &3.//1" ~ OREGON c 1'-? ",0, 6'1) '27,\ ~ U'C[ D, C\\i'-\.~ aesSionar tl] , ~\<:J 'Il11}, W'\~\CAr. "~.~ ...'lJ <v'ot- ." I": .~, 99~6p1'~; ~ ....BRUCt;;~ - - ?1lLMAN ~!n~!'jj . .~, "''1.:: 'I/A, 1J,'":.l' ROLL-FORMED FASCIA - pATIO - 10, 20& 30 PSF LIVE LOAD 00/0'/1 '" ~ , A . ALUMET ~Y'LDING PRODUCTS, INC, /d" 227 To....n E:ost Blvd. , ,IY ENGINEERIN~ t.lesquite, Tellos 75149 A m.,""-J4:Ill) ..".-eae Tel: 214-285-8811 _ 434 1ST:mo Il"ORTQ A L---U M.e T p.o. BOX l~. PIUIO."N. lIT. a.t'r81 ~ ""' I.C,B,O, E,S. 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B~B~ PNi(L SK"VCHT TABLE ''A" - ALLOWABLE PANEL SPAN (ANO OVERHANG) - 8" fLAT PANEL lYP( lGID iO TO "ET~ PANQ RATIO WINO SPEED IN LlPtI RESIDENTIAL 7011<10 7011>10 80 H<IO 80 fl>IO 90 H<IO 90H>10 IlOfl<IO 110 H>10 PAno PAtIO P,OO PATIO PAOO P,OO P,OO PATU I~V,l,8 11-4 -, 11-4 J-9 11-0 J-9 11-4 J-9 11-4 J-' 11-4 - 11- J-9 H - IU 0 -. 1-9 -< -, -. ,- 1-' -, -. -, -I - 1-' ,.. - -, 9i9.t2 ,,- ,-, . - -, , - -, H. 4-11 , . ., , - ,., n- .- 11-0 . ,(All 10 0 ,,- .. ". -, II. J-9 11-) ., II. - ". ., 10-10 - .. J., tms ~~JtB , .. -0 18-1 18-1 ... , .. . , -, , ., ,.. U-11 4-11 , .. .- NID ". ,. ". ,. 01- ., .. 4-10 OS. . , . ... 12-8 .. 10-11 J. fASCl\ ~\\lr . .. 01. 01 " . . ., - , - I.. .. 14_11 ,., tms . .00 . . '00 . . .00 1 . , . ., , . . ". (-to , . .- ~9;1l' . .. . . . , ., ,. - . . " ,-. . . ,. , -0 -, , -0 ., , .. ., , -0 ., , .. ., , . . .. , . .. ~?,~ - 1-11 . I-II . \-11 .. 1...11 - 1.1\ I-II . I-II - 1.11 IU .. ,. .. ,. .- .. .. ,- .. .. .. ,. .- ,. .. ,. 0CAlI ~I .11 . '-II . ." . .11 - -11 . -" - .11 . -" - tms .00 1-11 ., 1-11 -. I-II .. ,., .00 I-II . 1-11 -, ,., .. ,., O. , . I- . . .. . . .. , . I. , ., .. , - I. . . I. , - .. NID . . ., - ., . ., . ., . -, . -, - H . ., fASCl\ 'i~ , . , . , - - , . - , . . , - . , . . 14-' 4-11 tms , . .- 1 . I. . . .. , . .. . . .. , - .., . . .. , . .. '?I.l' . . -. , . .. ". -0 . . -. . . .. . . -< , . -< . . .1 0 H-o 1- 14-. .- It-. .. H-o 1- H-o .. ,,-< .. 14-. .- , - .- i'l'IL6 -. .. .. ,. .. .. -, ,. .. .. ., . -, ,. - ,. IU -, .11 ., _11 .1 .11 -. .11 .. .11 .. -" -. .11 "I .11 0CAlI J{) l!lM] .. ,. -. ,. -. , .. .. -. ,. .. ,. ... ,- .. .. l'tP(S ., .- ." .. .11 ,. .11 ,. ." ,. .. .. .11 ,. ." t. NID i . -. - .. - ., . .. . -. - .. . .00 . .. fASCl\ . ., . ., . ., . ., . ., - ., . ., . ., , - I , . I , . . , . I . . . , . . I- . 1 . . l'tP(S .11 ." -" .11 .11 .11 ." .11 .11 .11 .11 .11 ., .11 ." .11 0 - .. . .. , . .- . I. I . .. - .. , - .. . I. 11- .11 11- .11 II. .11 11 .11 11_ -" II. -11 11. -11 II. ." COMMERCIAL 10 10 ao ao 90 , 90 "' 110 EXP. EXP. I EXP. EXP. EXP. EXP. C EXP. EXP. ~iy,lt . I-II - ,., . I-II . I_II - ,., I-II -, I-II - ,., N.l .. ,. .. ,. .- .- .. ,- .. .. .. ,. .. ,. .. ,. !,9li -11 . -. . -11 . .11 - .11 . .11 . ." . ." . 0CAlI 20 0 .OD I-II .00 ,., .00 I-II .OD ,., .00 I-II ., I-II .OD 1-11 .OD 1_11 l'tP(S !,9~' , . H , . 1- , . I. . . I. , . .. ,-, ." , . .. - - Hi' . ., . - . -. . ., . ., . .. . ., - . fASCl\ ~\\'J . . . H_ H , . ,. , . . 14-1 4-11 , -. .. n-tO 4-11 11-) ., tms , . I- . .. , - .. . .. , . .. ,.. - , . .. ,. . O;\','J' . - -0 , -11 ,. , . H U. H , . -< 1).1 ". H . . .., 14-4 . ..1 1- 14-. . 14-4 .. 14-4 . -OD .. ., .- OD. . i'l',L8 .. ,. .. .. .OD .. -OD ,- -00 .. ., ,. .OD ,. -OD .. '" - ,., ., 0-11 -OD ." .. 0-11 -I ." -, .11 -OD .. -. ,., ,(All ;9iJ .1 ,- -. .. .. ,. -. ,. .. ,- .. .. .1 ,. . ,. l'tP(S J{) .11 .. f- .11 .- .11 .- .11 ,. -11 .. -11 .. .11 I. .u ,. I . ., '- - .00 - ., - -. - -I - -00 - ., . ., HiO [0" . ~fr- . ., - -, . .1 - ., - ., . ., . . fASCl\ 1-' . , . , . . , . . . . , - . , . 1- , . . 11_ - tms . . .11 .11 .11 ." .11 -11 -11 -11 .11 .u .11 .11 .11 .11 .11 .11 .0<, .. , . .. , . .. - .- - .- , . .. . .. , . .. .. II. .11 II. ., 11- -11 11_ ., II. .11 11- .11 " .11 . . . N.' I~~ , ., .11 .11 -11 -11 ." .11 .11 .11 .u .11 .. ." -11 .11 ." -, . ., . -, - .1 . ., . ., . .1 . . . """ .w.. . ,-< .. ... .- ,.. . '-I 1- ,.. . I-< .- H .. ,-. tms , "11 -11 -11 -11 -" -11 .11 .11 .11 .11 ." -11 .11 .11 .u -11 HiD . . . -, . ., . ., . ~., . ., . ., . .1 . ., fASCl\ .. .. ,. .. .. .. ,. .- ,- .- ,- . ,. .- .. .. ,- j! . ., . . . -. . . - ., . -, . .1 . ., l'tP(s .:. I,l - . . . . . - - . . . . . - - . II-II .11 11-11 .11 II-II .11 11-11 . 11-11 .11 II-II .11 1I-11 -11 II-II -11 ., .11 ., -11 -. -11 ., .. .. .11 .. .11 ., .11 ., ., .. . . . .. . ... . .. . . . .. . . .. . .. . . .... . . . .. .. .. . . TABLE "C 8" fLAT PANEL SLOPES SlOt"" MINIMUM SLOPE IN fT PAHa ~c:.:~"< LIVE LOAD AND EXPOSURE Y RATIO lOR' 20R JOR 20 20 2Q 30 .40 0.018 0:1 0.2500.250___ 1.lUU. 1;2 - - - - _ 0.022 0:1 0.250 0.250 0.250 0.250 0.250 N..Ul.l. 1:2 0.250 0.250 0.250 0.15Q 0.250 0.028 0:1 0.750 0.J75 0.375 O.J75 0.250 0.250 0.150 0.250 N..tN. 1:2 0.2S0 0.250 0.250 0.250 0.250 0.250 0.150 0.150 O.0J5 0:1 0.250 0.500 0.J15 0.500 0.J75 0.250 0.J15 0.J15 N..tN. I: 0.250 0.J15 0.J75 0.375 0.250 0.250 0.150 0.250 0.0010 0:1 0.250 0.500 0.500 0.500 0.J75 0.150 0.J15 0.J15 AlUU. 1:1 0.250 0.J15 0.J15 O.J15 0.250 0.150 0.250 0.J15 . UAXtllUU SLOP( 1 N)f PER rooT. " roo 2QPSF lNE LCWl or soow l(W) NO.. LItH. SlOP[ IS 0.2500 PER rooT. it R(f'(RS 10 R(SlOCHTW. PAIX) CMRS. w.J'(ll:>'Co.~.I'OlIWl\OU'Il<< N'N/(),(o 1USn: (:(W(:I(!l,/f,C JO u.s.c. sruu. . . .. . .. . ... . ~J . .~~. SKYLIGHT PANEL (FOR lWIN-VEE pmEl) UJO '30' 0.'''' a.Jf) f L ~ r .1 ... a u' ,,,./- II' 1.89"8,00" r Jll(XI(SS $(( wu: "'0 011 sa 09SOJ-JO l: wu:s ",,0.. '0 $1(0 0t50J-11 "'-TCl/W.: .>>:1:3-11:181 AllN. U..t..)II:Sl,_T.P.o~ 8" FLAT PANEL SO\.O( PIHl 511/(l Ie KItIllWtD I'lllf hO 011 ~ I(IH. PNIQS. ~D.OSS-I'a."M<ltOloo<<. N'f'fOotDMn:COf'OIIYHCJOU.aC.SCCflOll'2I1" SKYliGHT PANEL (FOR 8" FLAT pmELl I \1 e~lr P~(l SIO'1.tClIT TADLE "B" - ALLOWABLE PANEL SPAN (AND OVERHANG) - 12" TWIN-V[[ PANEL I'tP( lQ,l,Q 0.0 r. IIn~ ,,;;', PMURATIO WINO SP[[O IN LlPH RESIDENTIAL 10 H<IO 70 H>IO 60 H<IO 60 H>IO 9OH<1O 90 fl>IO 110 H<IO 1I0H>1O PATIO PATIO PATIO PAOO PArIO PAllO PAOO PATU ~iVJ9 , . . , . .- . -0 ,., OD. . ,- . .OD - ,. J .n .. IU . 1-0 10-10 - "-0 .1 H J. . .. ., 'H . . ., .. BtAll ~?lP ". ... , . I. , .. H_ .n . .. , .ll -. 10. .. . -n tms ,. 0 . . H 1 -0 ... Il' .-, 1 . .. .. ., ., . ., J .OD . 1~?lT I> .J , . ". ,. , . - , . II. 4-11 OJ- I. 11.1 .n "" ,,- .- " I. " .. ". . , . .1 , ., ... , . ... , fASCl< O.~ , .10 ~-1l , 'OD ~ -II . .OD -" , .1 -H , ., ." I .u )-11 11-10 ~ -II " ,. tms , . ,.. , . ,. , . . , . ... . . . ,. ,. , .. . 14_11 4-11 I , ., ... 1 ., .. . ., ... 15-1 .. , ., -< 1>. . " 4-10 . .. J ot. ."10 ot .-. ,,- 4-10 H- 4.10 ot. 4-10 , -10 .. . ." .. 11_1 . , i~m , 'OD .1 , 'OD ., . -I . , :~ 19-10 .., , -< .. , 0:~~8 , . .. , I . , ., ot .-, , - . , . . , .OD ., . 'H All - - . . . J-l , . .H - . ., ., 0CAlI ';?l?' ,. H- . H. . ,. . .. . I .u . . . . - ., ~ 0 . ., .. , ., -I 1 -, -I . ., .. 1 ., .. - . ., .. . tms :'fiT , . .., , . 1-' , . ,., . . ... . I.' , . ... , . .., II-I .. AHO ". .OD H .OD H. 'OD " ., " -, H. 'OD 11-6 .. , . fASCl\ .0<0 ot. . II. .. .. . ". . .- .- .. .. ot. I II. .- tms , - ... . . ... , . ,4-4 , . 1-< . . I.' , . ... . . '"0 1 . ... .01 ,. .10 H. .. ,. .. H. ., H. ., H. .OD ". .\ H. -I 1 . . . , - . , . . . . . . . , . - , . . . . . .OS il- l.' ot. 4-tO .- .. ". ... ot- .-, H. 4-10 ot- 4-10 I. .-10 I _1 .-< , ., 1.1 , ., ..1 , -, ... , ., H , ., ... , -, ... , -, .... . - .OD .10 - .10 .10 . ., - -OD -OD .H . IU - ., . . ., - . . . - .1 - . -, . 0CAlI 1~9l? . ., . ., . -, - -, - ., . ., - ., . ." J{) - - - . . . . . . . - - - - .. . tms '~'~ll. 1-19 . 1 .. . 1 ., . . ., . , .. . . -. . . ., . . .1 . AHO .1 ., .. ., .. - .. . .. -10 .. ., -. - -, . fASCl< II , -. I.' , -< .., , .. .., , -< ... , .. I.' , .. ,., , -I 1-' , -< .., tms H- ., H_ -. 11_ ., H- ., H. .. H- -, ,,- ., H. .. .01 . .~ . - . - - . . I~ . - . . . . . - . . .. . . . . ., . -. - ., '~mr , ., , .1 I. I ., .- . - . , ., , ., .- , . I , ., . , .. . .. . . . . .1 . . . . .. . .. - , .1 . COMMERCIAL 70 10 ao '" 90 90 110 "' EXP. EXP. EXP. EXP. C EXP. EXP. EXP. EXP. .018 00. -. . - 10. J. -< . . . .. ,- .H . - . IU -, ,. . .. - . . . . .. . . -. -. ,. BtAll ~911' ". . 10-' . H. . . J-l 10-' - ,. ,. - ., . 20 10-1 -. . . I -, .. - - - . - . -. - - tms I - .-, , . .., , . .. ,. .., . .., n - 11-10 .H . - IoHO , H . H- - H_ ,. II-I . H- I. .OD . , - J- . fASCl\ Ii'_ . ,,- I- .- . ". .- I- .. n. .. ,,- .. , . .. tms I- , - H , . ... , . H , . .-. , . H , . I" . - I.' I-< . t' H. -, ,. 'OD ,. -. H- 'OD .- ., ". ,., H_ .10 ,. ., 10. . , . . to. J. . - . . , .. - , - ., - . I~,m ". .- .- 4-10 1- 4-10 ". 4-10 .. 4-10 .. 4.10 n. t-IO .- '-10 ., ,-. . I.' , -, I.' . . ... ., I.' , . ... - H , . .. 9i9,tlI - .. - .OD . ., .. . - .00 ., .. .H - . IU . /. . ,~ . . . . . . - . ., . .. ,. 0CAlI ~9,ll" . . I . - - - . - .H . J{) - . . - - . - . - ., - - . tms O'~?J , ., . . .. , ., . , .10 . , -OD J. 10-1 . . -OD - HiD , ., - ., . . . - . ~ . .1 - -, . . fASCl< W3 0 , .. .. , .. H , .. .., , .. ... , .. .., , -. ... . -. .. . -. .., tms 11-' H H- ., 11-' ., 11-' ,., 11-' . 11-6 J_l0 II-I J-1O 11-4 ,., Nl.f . ::to . . - - - ~ . . . . - . . . - - .OD . .OD . . .OD . 1.10 - .OD - -, Wlf , , . - . , . , , . 1 .- , . , . 10 ~1 . , .1 . 10-' . . -. . ., . , -10 . 10-10 . , ., .1 !~mp . . - . . . . - - . . -. -I . - - . All , :=! - . - . . . . . - . . :=! - .1 ,. atAll Oi9,~ Il1-- . . . . - .H - - :~ .. . . .. . .. . .. . -. - -0 . -< tms ';?IT . ,. . . . . - :~ ~ - . - . . . AH' , . (~ . .. . .. . . .. - .1 - -, fASe. ~?:? ". H. . ,. - H. ". - H. . H- - II. . tms , - - . . - 1 . - . - , . - , . * , - - . . . Wi{ . - - - - . . - . - -I - . - - - . . . . . - - . - . - . . . - - lISt - . . . . - - . p:;J - . . - . ., ., . -, . ., . .. ':ot - . -, . .1 -jl~ 3 u.oa- I6ItiliO Cl),{lW;( 91olt.l. IIOf I( u~ llW( tl.1~. Ol: W(>>t[ llM 12M ';':llr ---jl~ ~ 0.34. 1.J1!l. 2J:/J. 2.000 J.oa- j 2.(lG" '1 1.l1)0 O.}4o MUtM.: 0.........020.... O.llJr' JOO$-IG'81 "........ U.t.-)IG,.....,. '104Otrl T1,-29llSI, ~ '.I.o~ . ~~~~~~.;:g?-~..~~~~y~:s...OOt(/IJOOPrI1oOI~ ..,' q"~ . . tABLE "0" 12" TWIN-VEE PANEL SLOPES ." Sl<\'UCHT MINIMUM SLOPE IN fT TQ LlETAl. PiIHQ PAHEl LIVE LOAD AND EXPOSURE iO RATIO lOR' 20ft JOR 2Q 20 20 JO 'CD 0.018 0:1 0.250 0.625 0.500 o.J15 0.250 0.250 0.250 0.J75 ALUII. 1:1 0.250 .500-0.20.2500.250- 0.020 0:1 0.250 0.625 0.500 0.J75 0.250 0.500. N.UU. 1:2 0.250 0.500 0.500 O. 75 0.250 O. 0.2 0.D2 0:1 0.250 0.750 O.r..o 0.625 0.500 0.315 0 0.615 N.UU. 1:2 0.250 0.150 0.625 0.500 OJ15 0.250 0.31:1 O.5OCl 0.040 0:1 0.250 O. 50 0.750 0. 50 O. 50 0.500 0.750 O. 50 N.UV. 1:2 0150 0.750 0.750 0.750 0.615 OJ15 0.6~ 0.625 0.015 0:1 0.250 o.J75 OJ15 0. 15 0.250 0.150 0.2SO Q.25O srm I: 0.250 OJ15 - 0.250 0.250 0.250 - - 0.024 0:1 0.250 0.500 0 75 O. .15 O. 0. 0 1 SIT 1:2 O. OJ7 O.J15 O.Jl 0.2500.2500.250 O~ ',""""" StOP[ '101 POl ;001. ~~"~ -to f>,$ "roo 2{flSF I.N( I1W) or SI(lW lCWlJRfJ., _ SlOP( IS 0.250 FUl rooT. it fll1ERS 10 RESlOCNTW. PAllO CrMRS. , SINGLE SPAN TYPES. 8' fLAT PANELIIZ' TWIN-VEE PANEL ~1lth~t'tlil- nt..(~)'n__ .3lIIrUT_ttOlmC r.o.t>01 U111 I'Ab.Ol'l lIT..HII I.C.B.O. E.S, EVAlUATION REPORT NUMDER 2228P -~ ." - OJ, " ALll1ET BUILDING PRooucTS. INcr 221 TaWil Eosl Blvd. Uuquile. h.os 75149 A Tet: 2101-285-8811 _ ALUM!;;; 0950i-30