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<br />SEE TABLE 5 FOR LOAD A.'ID
<br />FASTENI"G SCHEDULE
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<br />HEADER STRAP CONNECTION DETAIL
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<br />SEE TABLE 5 FOR LOAD A....D
<br />FASTENING SCHEDULE
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<br />TOP PLATE STRAP CONNECTION DETAIL
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<br />I I SEE TABLE 5 FOR LOAD AND
<br />i I FASTENiNG SCHEDULE
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<br />SilL PL~;E STRAP CCN~~ECTION DETAIL
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<br />ATTACH SHINGLES TO COMPOSiTE ROOF PANEL
<br />WITH INDUSTRIAL ADHESIVE'
<br />(2) CONTiNUOUS 114- LINES PER SHINGLE 4' TO S' OC,
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<br />, CHEI-A REX-Pl PREMIUM ~ URETKA."E ADHESIVE
<br />'OSI. RF140
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<br />_ AlUMi'lUM FACiNG
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<br />EXPA....DED POLYSTYRENE DR POlYISOCYA.'1 U RATE
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<br />NOTE: MINiMUM SLOPE 114' PER FOOT WrlEN INDUSTRIAL
<br />ADHESIVE IS USED FOR ATTACHME.'H
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<br />1-3/8" x 0,040" METAL U-STRAP
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<br />Metal Strap Load and Fastening Schedule
<br /> '.3/8" x 0.040" Flat Strap
<br /> Fas:ener
<br />Size Product I Dimens;ons Schedule Wind
<br /> W x L Nails Uplift
<br />S AB~OS 1-3IS" . S" 5 540
<br />10 AB100 5 548 779
<br />12 AB120 7 745 897
<br />14 AB140 8 864 1,039
<br />",5 AB"oSO .9 972 1:,69
<br /> 1-3/8" x 0.040" U . Strap
<br /> Dimensions Fastener Allowable Loads
<br />Size Product W = 1.3IS" Schedule Wind \ EarthQuake
<br /> S x H Nails Uplift Uplift
<br />5 ABU105 3-5:8" x 6.' 2 432 ! 518
<br />8 ABU1C8 3-5i8" . 8" 864 1.037
<br />10 ABU110 3.5/8" x ": 0" I'> 1295 1.555
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<br />Note:
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<br />Number 01 nailS re'e's 10 number each s'0e of COMecllng cr,embers or each
<br />s,de of U-slrap
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<br />Nails to ~~ hot Oippec galvanl.:eC smOOI' sha~,k (' 00) 9 ga x, .112'" M,n
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<br /> Maximum Uplift Load For Stud To Top Plate For Detennination Of Hurricane Anchor
<br /> For Various Pan Or Composite Panel Spans And OYemangs
<br /> Shld Spacin-g I 4 I S I 6 8 9 10 11 I '2 IJ
<br /> UJ 16" OIC I -,5-' I . 92 ! 2~' 2~; 3)0 :,.0; :;as ~24 <.52 :.:;,
<br /> 2.00 "4" OIC I 232 ! 2:-~ ~8 ~ ~05 ~~ 0-- sao S3a E;'? i:--' I
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<br />, 2.66 lZ- OIC :>"".8 I ~.:-S <.52 :2; S", :- 5~ I 7i, ~8 , 225 1):;2 I
<br />, 4.00 48- OIC """ ,80 5~ B' 2 So. ~~ '. ',S() i ' 276 . ~92 ";M I
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<br /> Room Projection (P) Sum Of 1/2 (P) + Overhang
<br /> OYemang 8' 10' 12' 14' 16' 18' 20'
<br /> I 0' 4 5 6 7 8 9 10
<br /> r l' 5 6 7 8 9 ',0 11
<br /> 2' 6 7 8 9 10 11 12
<br /> 3' 7 8 9 10 11 12 13
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<br />VVind Load Convtrsion Table For MU:lmum Uplift Loa
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<br /> Wjnd Appj,~~ Cot'l~r"SIOl"l
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