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<br />SC~'" A31_E: 5 FeR. LeAD A.','J
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<br />S:::: ~A3L= 5 FOR LOAD A:'C
<br />FASi::;.'1i"'G SCC'E:)UL::
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<br />TOP PLAT:: STRJ>.P ~CNNECTiON CEiA!L
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<br />SE:: TABLE 5 FOR LOAD "'...0
<br />FAS7EN''''G SCHEDULE
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<br />SilL PLA.TE STRAP COM~ECTiON DETAIL
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<br />Metal Strap load and Fastening Schedule
<br />
<br />ATiACH SHINGLES 70 COMPOSITE ROCF PANEL
<br />WITH INOUSTR:AL ADHESIVE'
<br />,21 CONTi,'WOUS ~... L:NES PER SHiNGLE 4' TO S' DC,
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<br />1..3:8- x O,'34<l- Fiat Strap
<br />Fas:ener
<br />Jir:1ei"'lsocns $c:-'\f:du!e
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<br />. CHElA r<.E.X,?L PREMI'';\A )48 UREThANE ADHEsr-lE
<br />'OSI. RF',40
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<br />NOTE: M,NiMl..M SLOPE ~,,' PER "OOT ,,.,HE'" ,...OUSTR:A!.
<br />ACHES;V" ,S '.SEJ FC,RA"ACriME:H
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<br />Note: $I::e ::~ L',s~:a:
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<br />AI (c<.... a oie LJJdS
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<br />1J::l!ift Uplift
<br />:4:: fAg
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<br /> 397
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<br />Maximum Uplift Load For Stud To 70p Plate For I)elermlr,ation Ci HUr:lcar,e ~ncc,or
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<br />,.3,2" X J.J40. MET,AL U-ST~P
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<br />Room ?rojection (P) Sum ::f ~,2 (P) + Overhang
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<br /> Over1ang 3' 10' 12'
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<br />Wind Load Conversion Taoie For MaXimum Uolift Loa
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<br />1-3/8. X 0040. FLAT METAL STR..,\P
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