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017455 0560/12 <br />5455 1 Om#.92 <br />PE <br />10707912 <br />07/31M2 <br />™log,=31 €m31M2 <br />I 000916, I018 1 07/31Mi <br />33384 07/31/12 <br />94382 <br />081. <br />006212 <br />13158 1201/12 <br />GA |P-la| 1231/12 <br />1499 1231112 <br />PE-5907 12'31/12 <br />11138 122·U12 <br />008677 1233112 <br />55015 02·Z8/13 <br />2203 01'31 n 3 <br />21747 1 04/02/13 <br />24361 | 06,30M 3 <br />8724 1 0&313 <br />041536 | 0801,13 <br />1 US=1 09f30/13 <br />30066 | 0201/14 <br />050138 03/31/14 <br />REVISED CW23/11 <br />PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 10 OF 23 <br />STEP Ill- (CONT]NUED) <br />Allowable Span Table and Uplift Fastener Spacing Notes: <br />Applied Downward Pressure for Design Applied Uptift (1) SEE LRP-4A FORADDITIONAL NOTES.Applied Uplift Basic Load CaseWind Pressure Spadng of Wind <br />for Design | Patio Uve Load 1 Snow load Pressure for1 Fasteners 'Design <br />10 psf 20 psf 20 psf 25 psf 30 Dsf 35 psf 40 psf 45 psf-50 psf 55 psf <br />10 psf 18'-3°10 psf <br />15 psf 16'-10"14'-4-5 15 w <br />12'-9" <br />20 psf 15'-1' <br />11'-8° <br />4 20 psf <br />25 P 13'-8°13'-8"10'-9'3 25 psf <br />3 0 psf 12'-8°12'-8'12'-8"10'-1-3 30 psf9'-6'8'-10=8'-6"8'-1" <br />35 psf 11'-10°11'-10"11'-10"3 35 psf <br />40 psf 11'-3"11'-3"11'-3"11'-30 2 40 psf <br />45 w 10'-8'10'-8'10'-8-10'-8'10'-8'2 45 psf <br />50 pst-10'-2'10'-20 10'-r 10'-2·10'-2"2 50 psf <br />55 psf 9'-9.9/9.9,-9"91-9.9.-91'2 .55 psf <br />Allowable Span Table and Uplift Fastener Spacing <br />3.5 inch - 0.032" - 1.5pd EPS - 0.032" <br />Applied Downward Pressure for Design Applied Uptift <br />J> <br />Applied Uplift Basic Load Case Wind <br />Wind Pressure Spadng o Pressure for <br />for Design Patio Uve Load Snow Load FastenersE Design <br />10 psf 20 psf 20 psf 25 psf 30 psf 35 25f 40 Fsf 45 psf 50 psf 55 psf <br />10 psf 20'-6'7'10 psf <br />C 15 psf 19'-1'16'-2"4 15 psf <br />14'-6" <br />13'-2 0 <br />O/1 <br />20 psf 17'-0"3 20 psf <br />25 psf 15-6-15'-6"12'-2"3'25 psf <br />30 psf 14'-4°14'-41'14'-4-11'-4-3 <br />10'-8'109=9'-7.9'-2' <br />30 psf <br />35 psf 13'-6'13'-6-13'-6"2 35 psf <br />40 psf 12'-8-12'-8"12'-8-12'-8"2 40 psf <br />45 Psf 12'-1 ¤12'-1-12/10·12'-1=12'-1°2.45 psf <br />50 psf 11'-6.11'-6'11'-6 11'-6-11'-6'2'•50 psf <br />55 psf 11'-1'11'-1-11'-1" ' 11'-1"11'-1-11'-1'55 Psf <br />Allowable Span Table and Uplift Fastener Spacing <br />Applied Uplift CE--------Applied UpliftlBasic Load Case WindIWind Pressure-e <br />Pressure for 1E | for Design Patio Uve Load Snow Load <br />Design1 11 0 1 1 29-BE! 25 psf =-3.Opsf 1 35_4-I 40 psf_ L_15 psf 1 5(Lef- 1 55 pif 10 psfU Ul C <br />15 psf <br />i 15'-6' i 14'-2" <br />1 3" 25 osf 1 <br />i [El#*II[Zig@ELIZIS-QJ 12'-2" <br />11'-6" 10'-100 10'-3. <br />2 40 psf <br />45 psf 12'-10"12'-10"12'-109 12'-10=12'-10"45 psf <br />50 psf 12'-3"12'-3'12'-3-12'-3"12'-30 2 50 psf <br />55 psf 11'-9"11'-9'11'-9"11'-9"11'-9=11Lgn 2 5 5 psf <br /> Applied Uplift <br />Applied Uplift| <br />Wind <br />]Wind Pressure Spacing of <br />• Pressure for for Design L -1322.-Hret-oad . Snow W-ad _. -- - Fasteners 1E Design <br />[ 7" i 10 psf 1 SS A <br />22'-8- | <br />1 20'-4 LIEIZIEZIEELL]S . _20 Psf I0 18'-r <br />25 psf 17'-2" 1 3" 1 25 Fsf 316'-1' | <br />i E2iEZE[30'-3'20'-3"ZE'-3'15'-la <br />14·-2- 13'-6*0: <br />| 45 psf | <br />50 p=f 16'-0-16'-0"16'-0-16'-0"16'-0"16'-0-50 psf S <br />55 psf 15'-0" , 15'-0"15'-0"19-0'15'-0-15'-0"15'-0"2•'.55 ps - PROF Ess/046*ROFE O <br />d <br />o S 7 m 111!41 107 <br />O 0 Exp.44IE12/31/2013 j <br />4;7f CAL\F <br />'ON 133HS 9-dhll r 1 30 0 1 133HS <br />without Fan0.032"- 1 9&10# iNOd38IN31SAS <br />Al 9318V1 <br />0.032"3 01NdVI <br />0.032" - 1.5 pd without Fan NMOHS SV *002 liadv <br />'18 03NDIS]O AS NM¥80 *8 0330]HO 31VOS 380 <br />0.032"'OA18 .Ls# P*01 9/8-299 <br />0.032" - <br />DNIH38)"'InN OAdv 1¥Nld - S1N3 rIMOO Oridy0.0.31"1N3)NINOO <br />6.0 Inch 0.032" - 1.5 pcf EP L l 02-01'IdVI) O·00·9 uotilmal dirl Gul dIS @JAGOIOW] 'In,4- 10(Of\010@foid rOOZ Suold31¥0 'A3 <br />DNIZ73NIOH3 <br />lS - WOri :X <br />PROFESSIONAL <br />ENGO{EERNG LICENCES <br />45880 1081/11 <br />19405 <br />34009 <br />25873 | 1201/11 <br />S3107 128111 <br />10485 | 12'31111 <br />030178 120 1tl 1 <br />16508 | 1281/11 <br />029174 1281/11 <br />6-11328 12/31M1 <br />64661 12;3Ut1 <br />16232PE 12'3#11 <br />597 <br />PEN <br />| 0025858 | <br />PE <br />0C33435 <br />03/3V12 <br />9103 0301,12 <br />PE-6798 04/30M2 <br />P.2280 048(rlz <br />15484 | 04/30112 <br />10950 DU'30/12 <br />1. 104=12 <br />14198 069112 <br />45542 06/30/12 <br />41532 I 0838'12 <br />14355 | 0000/12 <br />23775 1 06/30/12 <br />Utah.