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1 j <br />PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. <br />11' 11 .11!2!1!1111 .1!Iii!.'!·I, 1"i 11 1f ©uGENERALNOTES: 1 1 1 0 : 111„Ig. 1.1 e %1 4 <br />1 - 1%%42@ <br />GOTHERESIGN COMPLIES WITH THE NTERNATIONAL BUILDING CODE,'2009 INTERNATIONAL. RESIDENTIAL CODE'·'20 0 CALIFORNIA BUILDING & RES DENTIAL CODES, ASCE/SEI 7-05*1!NIMUM <br />®11'CODES : i, ill *, Ill, 1" [ ' d"I i,glilli!!11!1 4011:.J <br />id 1,1'Il' ..·-·1111 9 1 1 <br />1,111 4111 0E51GNILOADS FORBOILDINGS *0 0™ER STAOCTURES 0THE 2005 A£0#01NUM MAr l.lAL 1* , ''., 1r0 1 1 *1 1111111111111 f 5 111111111 1 1 11 1 j 111 111 1 Ii,11111;! * 1 f % ,#i ' DRAWINGI|NailiES' : j 'i ' I 6 '' J I f 72.'All ITENtSFERTAINING,TO EACH INSTALLATION (TYPE BF ROOFANEL HEADER SF'AN COLUMN SIZE, EHC.) SHALL|BEC RCLED AND CLEARLY DEg F ED.*#11:i 'Acti,!!It?,*ILATIO§*11.,BEAIR|Wiloit'npq@*49„IND 411 NIGIDIE NdE,6MRADORESS :OF ™EiNIANUFACTUIER 'bESIGN LOAbS AND EN¢illes48, LITY. A, il# i 14|{ ''"ti'12®Wl'41§,S A*SPEgICAI[{ONSUSI|IOWNREPRESENTHE FIA|SHEDI'STRUgURE 'LINCESS,|OTH&BWISE UOTEDPAND'80 NOTill;Iblb*fE T E MET¢(OD Of CONSTRUCTION. THE| h Il l Ili , 5.,'THE,9,#'::OSSOMSND SPEFNSKS<p0****20¤#22**1*2**2DEDtY 2'll, <br /> 1 11 'lf '''DEP,4,ER'[1; THERE SHALL B NO DE*lATICNiFROM',THE f¢*ED PLANS *Nb,,SPE,(,11%19100NS WITHOUT,AN APPRO*0 CHANGET'OR!,DER. I|||||11' 11 j (11 111:.1d , ' 6. fREESTANDING COVERS' Si'*u d@1¥NCI!:68D Wh'H ANY'-TYPI®F §&16 6#i,MES!Ill,0!*il@L. 11:'4:' '1,1 IIi 1 11111111111111111 111 11/4111 11 41111 . 11111111 II'lll' 11'.d f W IL Mm diN22:L g * v tp <br />1111, k '14 11 <br />' '8.' AN ATTUAED COVER MAY BE SEE TO AN EXISTJNG CONCRETE SLAB PROVIDED THE"St!!AB IS AT LEAST 3 1/2 NCHES THICK AND IS'LOCATED N AREAS WITH'A' FROST DEPTH OF ZERO AND', , p ,7,. 'ALL NEI'COK|CRETE,FOOTINGS'IS,·•;*,RAR 0,¤MiFIRM,B}4AT0*IillilbISTURBEASPIL 01111§E„„,I,FIED FILL.,i' , <br />A MAXIMUM COLUMN LOAD OF 750 POUNDS. <br />9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. <br />10. DESIGN LOADS COMBINATIONS ARE N ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2. <br />lili 2 7 1" <br />DESIGN CONSIDERATIONS: 2 111111'11 111 '11 1. 1 1,I i'ili ' '.1 4'i Zi'S'.03|'238RSf@%46?litI92..F.I,PAN.E410: I..CH #El@NIf ' m '4 J <br />1 1 111111.111'Igillillie 11'BIL#1 1 111 I 1 lilli lilli 1 111171 11,1 11 111 1'15. COVEBAIAM#fL NdT BE INS:rALUEb|iIl,,EAS NAA'kills, R'b*.E#|@AD ESCARENTS|S DEFINkD IN ASCBSE 7 SECWWON 6.5.7.1., i ) 1 / <br />i-,1· 77:2#WNf'1113,717'NHE[FRS711ERI NACCORDANRE WI;1E' 7/ , © 11, THE lit#TI*,P). CpyER M EAN . CO'iIlig,IGHT (14."44 DIVID.D, BMIil]HE COXERI699JECTION 01@IW,IDTH ,(P. Fl ). 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BEAMSIISIWEBE SPLICED OVER THEICENTER SUPPORT ONCY,OFIATHREEPOST'CONDIRON <br />20. 4LTE'Bl,TE,LUMINUM ALLOYS PAM BEiSUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED W TH THE ALUMINUM ASSOCIATION AF D HAVE EQUAL OR GREATER·iYEIL[) AND 4 Pf r '12'ULI),M,AP1imEN471116..f 11111111111,111 '11, 10 P'.1/,1 1 lilli lili lili /1.4 4/ 11 lilli I | (. .'.'f 1 IN' 11'F 11 1 11': ®11 lili ( .1... 7 ®11I, 5 21: goN,59,„,,6,1,1:'ALJ, HAVE.AJMINIIUIUM28„M, Y C,b==:'=Ztw 1 'f' MA@ItN,fNG FtRt ls 200 POUNDS a idk!,4E PR FO(]1|F FTIN' E1.i': i S % ?2,2 :,DES lIG„„¥!E¤FIitAL:,SOIL BAR ING|#ESS,6 RE IS .i,' 4|l'li'S- EUDITESEFLPRESRSTTiDSNVGRUST.6'bR EQI,104'KklNTED1'8*NpRo,'bIND C62'OAM okt'llLes#8I?'tt"s,il¢diIri 02ks' "'.' '. i'SHAE Cd'" ' 'NEORM TO ASIN APZGRADE40.11 11 J 111 11 1 11'1111 1111111 111 1 lili 1 1 .It 11!I, Fl : 1 IIlll' ''" F·' ; B 1 0-'il d i , 9'4 24. IFASTE'*E*? ALUMINUM ,OLTS||plLL BE 202+T4· STEEL BG,l@,S,SHALD,BE ASTM1A-307i ||AUL!11BpLTS' SHALL HAVE!**i'0180.CUT PLATED WASI15 1 WOOD AND LAG SCRESRE REQUIRED TOi: 'il '?@%&*Ei':,,0,'*%*%3Ei,klil?kikeb:72'N**90-ES|'i2*0'ICC?9RrEIBkE0 MAsjN ,,, '11'ti *:,WHEA*WEK*D 4**IQUI@Ll!1'AINI:SPACING,WHEN'.8iAR HG 01 44 CONC,**14@8 161)11(0*IbTO OSEIWITH,RES,IbEWFI, PAII®6*ERS ONIL,il l ,k' |1' 111, r L-&<Il"I ' i,, " 28. SOL©,161"UTTICE'AEOU'ikIUM*B@;*"*RE ¢Usa'A kodF"AWEM6LY l'A,ACCORDANEE WIM SEC¥,iON 1508:2, E)(CEFAdN 2, ' '' ' ' "' |||||||||||(-h <br />1 N 1,1 11,4,111 <br />1 -/ 4.1 :.11 1U TABLE 1 -REDUC'TIONFACTORAPPLICABLk ·Ill b <br />#MULTII?LE,SPANil'IEN'DIrrloNS| Il I I| I I'i, I' Fg,B ROOF PANELS'j"""ll|lili' 1 ' " 4 il'@MT p wiNb spEEd ANdlIER@8WDRE fllll''Ii' 4'111114 ' ·'.11 1 1 <br />f| ||'111464Lkl 111111111111®INPH , 100 MP,MIQll 1110 MPH , <br />+0, Ps"IE®%!10 EXP. C EXP. B @*",t' 11*XP. Bl EXP. C, <br />11 Ull'INE'mi WllIE#0 161'.761# Xm14%% %*b ' % 1:'® .0. <br />, , 2'io 'jil' 11'1111'*'111 1.6b". f.ob 411|BEilI1111#00 1 8 6:ho ',J . 11 Il'!11? <br />F 40 il mMmi l' i.ob i.od ill]'88Illl, 1111!1bo ' i,00 3 1 ili,i':-7zi.ielmw 1': i , 16 11 <br />rn--rn„ - <br />1 \ 1111111111111111111111111111'h; ! 1 1 1 1 1 11 NorpEJALiAOIMPiONENTsARE 1411Ili@1111@MANGEABLE,UN@ESS WHERWISE NO1*DpiVE LOAD • 1| 1 PATIo 66%,ER SYSTEM ASIMFG BY: <br />homz. WIND -8269"ALP1NE AVE. SACRAMENTO CA' <br />REVISED BY:RANCHO CUCAMONGA. CA (951) 741·2107 90 00&110 MPH (918}402-7021 FAX 403-1519 11*Qdh,ThWrn SHEET 1 OF 33 <br />III <br />1-11111111 <br />2-; <br />111 <br />- <br />.21--9 <br />> <br />E <br />_4 I <br />y <br />e