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<br />SEE TABLE 5 FOR LOAD )..'10
<br />FASTENING SCHEDULE
<br />
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<br />HEADER STMP CONNECTION DETAIL
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<br />SEE TABLE 5 FOR LOAD )0.'10
<br />FASTE,'1i,'1G SCiiEDULE
<br />
<br />TOP PLATE STRAP CONNECTION DETAil
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<br />see TABLE 5 FOR LOAD AND
<br />FASTENING SCiiEOVlE
<br />
<br />SiLL ?L; ~= 37:".:'..: ':2>i~~=: -:-'::. :.;::~.~,:,-
<br />
<br />ATTACH SHINGLES TO COMPOSITE ROOF PA.'IEI.
<br />WITH INOUSTR\AL ADHESlYC .
<br />(2) CONTINUOUS :14" LINES ilER SHINGLE .. TO S' OC.
<br />
<br />. CHEM REX<\. PREMIUM ~ URETKANE ADHESlYC
<br />. OSlo RFl<lO
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<br />AlUMiNUM FACING
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<br />ex;>)"'10ED POL YS1YRE,'1E OR POL YISOCYA.'IURArE
<br />
<br />NOTE: Ml,'1IMU'-I SLOPE 114" ?E~ FOOT ',wE,'1 iNOUSTRW,
<br />ACHESNE 1$ USED FO~ AT7ACi-IME.'1T
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<br />1-3/8" x 0.040" METAL U-STRA?
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<br />1.3/8' x 0,040' FLAT METAL STRAP
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<br />Metal Strap Load and Fastening Schedule
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<br />'.:li8- 10.040- Flat Slnp
<br />I Fas:entr
<br />Product Dimension~ Schedule
<br />W I l Nails
<br />AB10S I '.:liS- I 8- I
<br />
<br />Allo.....atlle loads
<br />Wind i u r'"~Qua ke
<br />Uplift I Uplift
<br />~O I 549
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<br />~ 12 I AB120 I 1.:li8" x 12'" I ; I ;'5 i as;
<br />" I AS100 I '.:li8" x 10- I S i 864 ! '039
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<br />~5 AB:60 I 1.).:S- x :6- I 9 972 , 159 I
<br /> '.:liS- x 0,040- U . Stra p I
<br /> I DimenSions I Fasaner Allowatlle loads I
<br />Sia Product W = 1.)':S- Scoedule Wind I ur'"~Quake ]
<br /> S X H Nails Uplift I
<br /> Uplift
<br />6 AaUl:)G 3.SiS- x .- ~J2 5',8 ,
<br />a AaU10S 3-SiS' x S- 4 S64 '037 I
<br />.,0 AaU110 j.5,'.a- x '0- Ii 1.2'705 U55 I
<br />Note: Nur:"'l~f' 01 r":alls ~e(e~s !O r"tUfT'.:'>e( eac:"l Sj<';~ :~ cof'lt"ie~Il"19 ,"':".e~,c-e~~t eac."
<br />s,ce 0/ U.s:rao,
<br /> Nalls 10::'~ ~ot e:o~ ;alvanll~ s"'OOt~ s,'.a~,i< (~Od) S ;a. x 1.112- M,n
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<br />Maximum Uplift Load For Stud To Top Plate For Determination Of Hurricane Ancnor
<br />For Various Pan Or Composite Panel Spans And Ovemangs
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<br />S",~ SClc'o9 ! . ~ I , I ! '0 I " lZ 13 I
<br />1.33 li- OIC I ',5-: 'S2 , ~j: 'c' 3C8 ~; :;.e.s 424 ..s2 ;':' 1
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<br />Room P,ojection (P) Sum Of 112 (P) + Overhang
<br /> Overhang 8' 10' 1Z" 1" I 16' 18' 20'
<br /> O' , 5 6 7 a 9 '0
<br /> l' 5 5 i a 9 '0 "
<br /> 2. 6 i 8 9 '0 " '2
<br /> 3' 7 8 9 '0 " '2 '3
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