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<br />S€: TABLE 5 FOR LOAD ANO
<br />FASTENING SCHEDULE
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<br />HEADER STRAP CONNECTION DETAIL
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<br />SEE TABLE 5 FOR LOAD ,1.,.'10
<br />FASiE,'11NG SCHEi:lULE
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<br />TOP PLATE STRAP CONNECTION DETAIL
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<br />SEE TABLE 5 FOR LOAD ANO
<br />FASTENI.'1G SCHEOUlE
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<br />SiLL ?L; ~= 37:...:'..: .::- ,\:~~=:~':,. :,~~.~,;~
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<br />ATiACH SHINGLES TO COMPQSITE ROOF PANEL
<br />WITH INOUSTRW. ADHESIV'€ '
<br />(2) CONTINUOUS ~14' LINES PER SHINGLE.' TO 5' 0 C.
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<br />. CHEM REX-Pt P?E),41UM W I;?ET~E ADHESNE
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<br />ALUMINUM FACiNG
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<br />EXPAND::) POlYS1'f'RE.'1E OR POlYISOCYANIJRArE
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<br />NO"T'E:
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<br />MI.'1IMUM SLOPE ".. PER FOOT WE... iNOUSTRIAL
<br />ADHESNE IS USED FOR An ACi-o.ME.'1T
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<br />1,3/8" x 0,040" METAL U-STRAP
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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
<br /> \.3IS" x 0,040' Flat Stn!)
<br /> Fa s:.e ner AlIowa ele Loads
<br />Size Product I O;men:;.ons SCl'ledule Wind i E.! ,,"~QuHe
<br /> W x L Nails Uplift I Upl,"
<br />e ABIOe '.318- I 8- 5 540 I 549
<br />10 Ai3100 1.3.8' I ',0- 6 5-:8 7i9
<br />~2 ,loB 120 '.:li8" . '" ;'6 8S;
<br />" AS,40 ,.318" I 14" 8 864 1.~39
<br />~5 AS160 '-:.l8" x '6" 9 972 I 169
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<br />Size
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<br /> 1,318" 10,040" U. Strap
<br /> I Dimen:;.ons Fastener AJlowaele Loads
<br />Product W = \.318" Scl'ledule Wind I E.!,,",QuHe
<br /> S x H Nails Upli" I Uplift
<br />Ai3UI06 J-51a" ~ 5- (J2 5',8
<br />ASU1C8 ~.~'a" l 6" 4 364 I.OJ7
<br />A:Ul10 3-5ie" . 10- 0 1.2';5 1:55
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<br />Note:
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<br />Nur."\~( of r:ads ~~/~~S t.o niJtT:~( ~ac"" Sj~~ :.f COrH":e-:t1"9 ,""i',e~ce~ :>t ~ac.'
<br />s.ee 01 U.stra~
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<br />Nalls !~ ~~ ~ot .:.~~ ;alyan'L~ s:x>ot~ s.~ac.k (~Od) S;a I ~., 12" Min.
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<br />/'c.aximum Uplift Load F~r Stud To Top Plate ;:or Determination Of HIJmcane Anchor
<br />For Various Pan Or Composite Panel Spans And Ovemangs
<br />s~~ SCjClng I . 5 I ;; I I 10 I I' I Z i 13 j
<br />UJ Ii- OIC ~>: , S2 I ~j: ! 2Si I J08 >.:~ ~ I ,=, "-52 I 5CI I
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<br />2.Si ),OIC M I ),:5 I .:..:~ I :~; 5 ~ i 5~ I '-, I >:8 S25 I ,CC2 I
<br />',:>0 44- ole ~ 580 I ~;.; e'2 9" 'C4-< ~ ~~ i ~2i5 i ~ 392 I 1 sea I
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<br />Room P~ojection (P) Sum Of 1/2 (P) + Overhang
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<br />Overhang 8' 10' 12' 14' 16' 18' 20'
<br />O' 4 5 6 7 3 9 10
<br />l' 5 6 i 8 9 10 11
<br />2' 6 i 8 9 10 11 , 2
<br />:1' 7 8 9 10 11 12 13
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