|
f Kl 1 1,11,11:ili111111111111111 11mi"'l'1'ii0:
<br />F lit
<br />PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
<br />J Lil
<br />f 1F i
<br />SHEET INDEX : DESIGN REQUIREMENTS :
<br />'1"I"il ' 4 dll||||||||||111, 04 4 6. 111 1 41@la
<br />SHEET# SHEET TITLE /IDESCRIPTION' #*Ul' 1 .14 1· RP,IkX'EPU!*9 Hi i, i 11111iiiiiiiiiii|11|Illii®iii, IiI,ii ,®aii * ®®ii i i i i i'ROOF'UIVE kNDISN6w LOADS: 10,,20 ANDKIPGUNDS PER SQUAREOOTi. ]
<br />T-1 TITLESHEET /DESIGN LOADS 1.: .:': ....GENEN¥illiNOTEs': !' ·I! i: !:.:!. ,L 41||||||||Imm/||1||||||||||||2 ...1.Ii...3046 PAVE *ROCTURhs 1 COMMERCIAL APUCATIONS-,CBC AND IBCC, v,Ri 18. VROOF LIVE AN51- ov¥ OADS 20 AND430 NOS RERSQUARE'FOOTATROOF'......OPENI'EL 1 4111 111111 . . 1
<br />4..........PANE
<br />ADDmONAL DESIGN,REQUIREMENTS -A ' 5 6.1....P*El SP*IS FNAT **4 4 -=------.....- :1.,'I¥Aji.kiED *8'kid<'40R SKJCW COAs #IU'h oNri,¢ X444h Rod#' WOA To 6414'sf.b 6....·..... MIMIMUMASTENERShF#N B ' hl 18&' 2[ .BASIC,VVII 10|%fEED) ,1* 110 NIRH, E*g,S,U„0„*S 8!AND C. ' ¢41 11 1 1
<br />8............COLONIN / POST TYPES 3.' WIND OCCUPAHCjiII|CLASSIFICATION·AND IMI#DmrANCE FACTOR: 1 ,0,
<br />4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.9............HANGER CHANNEL AND BRACKET ATTACHMENTS 5. SEISMIC DESIGN PARAMETERS10...........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT &0AILSES IMPORTANCE FACTOR: 1.0
<br />SITE.CLASS: D, ,Uill,111111 1 1 1"20.i.......8 ., 'i' SAL CE DEr*IL¢14 , SEISMIC DE0,1 5'j:,B TO IpSTATTACHMENT t lililL'+111 lili lili 11,111;: :: 1 :111,I||||'Ii'4 2 '·'·'. .L,%11illiE ,deNNE¢*1941,SI l' i |1 RESRoNSE MdDIFIckno##Ad.*6R R:1!W!'111111 11'11, IIi'fWIP'It' 121 ®!lilli!
<br />:i ima i...8%FW?0'ko AND IEESTANDNGI10•'LL 90 MEM 7.*SIGN*201!IMP*1014&: h k ' I·: 1 .: , il' i
<br />4"m ,# ,&1* 11111 11'D ®11 *0 ?1 6., Eal,IV,LENT"LA.liERN FORCE PROCEDURE i , 1
<br />0 I 1'19(.III*Stil©NSZ* ZC*€'1 2kiPi;2@:22 209122@2*NSMEIN''22 lt·,SC3 / ! 'A MINIMUM Blh ILDIHG HEIGHT.OF'MAIN,Sit RUCWRE (AVERAGE): 20 1B. LEASTBU LOINGW O™OF'MAN STRUCURE: 30 'i '' dll22 & 23.....SPLID POSJ SPACING TABLEIATTACHED AND FREESTANDING 20#LL. 110 MPH, ii A C. MINIMUM COVER S ZE ATTACHED TO 4* N STRUCTURE OR FRE STAND NG: 10' X 10' j24 & 25.....spl!!ID i:0sr SPA¢ING T*BLEI*C,ED AN# FREE#TANDING,H3641 LL. N110 MPH 411'· :1126......1....411TI¢EllitOST SPACINGTABI!!E|AT*,HEDIANO FREEST,AMONG10# LE. pO MPH,27 ..:...1....LATTICE]RtesT SPACING.TABLE ArTACHED'AND FREESTAADING,il 0# L.L. 100 MPH
<br />30...'...2.....LA,Blil'CE,lmST SPACING TABLE'*IfCHEDdANIO FREESTAND NG30# LL. 110 MP31'........·S,9,00i|I|EST SACING'TABLEilp¢,¤ED AND'f¤EESTAND NG 20# L.L.90-110M.F1
<br />Ii,i,' %5.': , ,,5,4JRS6TCL„,„DAltt?f,S,TAD NGI2O#IL.L.*'t?7
<br />P
<br />IlL I
<br />lip
<br />116
<br />t
<br />A Av&*tO fHE 11*8@l'%1;r,18@G AVING"IttliN@18'Eho,C ! 1 4,[ '11 111
<br />#/ : 11 1
<br />110 01 J 1[ . 1 11 1#EA¢A PROJ¢CT 0!!11®U.'./.".'..)'"'INCLUDE ONLY *PERTINENT SITE-SPEIFIC„'STROCTUR COMPONENSt TED ,"dALCULAN@#SiPKEPARE[El|jBM"A REGISTERED DESIGN„,,,.<WrTHIN ™IS ICC,SED EVALUATION REPORT il<r, A MINIMUM, SUBMISSION ORA ' | ?"F1111111111111111111111111111'L 1-BUILDING' PERMI'lii@l!1Sl|IRCLUDE THE FOLLC]*INGI'INORMATION FI,OM?'' | IPROFESSIGNAL SHALL BE SUBMIT-EED TO 11kE BUILDING EVAlUATION REF*RT: ' " j J ' ||||1|1 " ' ' l 11 1.11 1 It11 1
<br />OEFICIAL **1291 ISTRATING]lmlf,1¢F THE, DESI,01@#NOWLOADS A/nTLE'SHEET,*101,GENERAE NOTES.4 111111111111111111111111111111 CE' 1. 1.1'' 111111111111111111111111 1, 1B.'STRUCTORAIICONAGURATION (1.e'..'SOLIDIORI[LA i ROOF, FREESTANDINGORDO:NOI'E)*E TEALON¥60#IE RROF'SNE*i#OADIS 11 1 |, Al;TA¢Hto).Ammml1'Ill 1 ijAD1 &1 1®1111111111" 1
<br />1 N
<br />i SPktiMIED ON fHE PLAMS; NOTHAT 'CALCULAFONS' SMALL T¥1&1QUANT1?131:., 11 11111'U, 1
<br />C) BASEOON THEIIREQUIRED DEIGN C ,,ISIFE,SPECIEIC RAFIER AND/ORPANEL
<br />mmlili - 1I mill°oi,iING SIZE »ERE REQ¢IIRED)11 1111111
<br />1"li ,11111111111111111 1 1|'BASED ONT@EIS IIE{SPECI¢IC DESIGN LOADS' "11608,INGLUD'ING' BUT'NOT LIMIWED TOI' RAIN-eN.' 1 E. XPPROB..IATE' s™UbBJ211'6'14¢s,i "11'1Ililllilii,1 III I '1 ' t. 111]111,11 liliF.,DIHER DOCU NWilgN THAT MAY BE REQU RED BY THE Lk*L AU™ORHY . „SWRCHARGE'06*0 ' UNBAL,*INGED SNOWIAN@'SNOW DRIFT.iii IFHAVINWUR IC'91. 1.r 1 1 1.: 1 1 111 l .J lilli. 1, 1y.1111111111 $lillillb 1 *1 1 1 1 ,1:11'ill i 11 11'U 4 .1 1 lili 1 111,1 Iklly' ¢. I Il,IA Il m' I E 1/'f 11 111111
<br />lili /
<br /> J. r i u
<br />1APMO Elbl 0195
<br />dlllIlllIOIlll h = f 1|1|||||||||||||| r wiwiwmmw. *,
<br />K Wmm"mmill' 'bkAWN MY: E.N.· . 1 """""""'1111 6 To'k,1 cjmlm'211"t As*x:IATES ,}iNG'"B"wmmm'111 1 11 1 1 1DATE: 10,012012!&CALE NONE · , ··il' 1 '1111!11'lilli CBMM8O1 ANDINEEGE#!1!UL SThUCTURA¢'ENGJERIN 71'rLE SHEET
<br />' ' 'RANCH21"NE@SNe•,DESIGN LOADS
<br />REVISED GY:d< '{961' 41.2107 0®MIWill'1111111
<br />i1111111111111111111111 ,
<br />']Illl]Ill'Illl]Illl!1]111 Il:ilrvE LOAD -1 1 btla,m 190. 00&110 MPH
<br />11U1111111111111111 . , 1 1111111111111111 11 ft
<br />PAINOIICOyER SYSTEM ASMFG IBY
<br />9 6 452 702 FAX 403-1519 *4/el@du·nk,r,worn SHEET T-1
<br />Bmmm i ¢
<br />4
<br />I-
<br />i
<br />*®'Ap *mlm,10 @imm*., Miwiimm*,1,4 1@11
<br />7
<br />=
<br />---
|