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<br />SC: TAB~E S FOR lOAD AND
<br />FASTE....I.~G SCHEDULE
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<br />HEADER STRAP CONNECTION DETAIL
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<br />SEE TABLE S FOR lOAD A.'10
<br />FAST::NI.~G SCrlE:lULE
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<br />TOP PLATE STRAP CONNECTION DETAIL
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<br />SEE TABLE S FOR lOAD A."I0
<br />FASTENI,~G SCHEDULE
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<br />A T1' ACH SHINGLES TO COMPOSITE ROOF PANEL
<br />WITH INDUSTRiAl.. ADHESlVC'
<br />(2) CO,~TlNUOUS ',W LINES ?ER SHINGLE 4' TO S' 0 C.
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<br />. CHEM REX-PI. PREMIUM S43 URET\-<ME A!lj-(ESIVE
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<br />. OSl . RF 140
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<br />ALUMINUM FACING
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<br />EX?A."IDED POL YSTYRE,~E OR POL YISOCYA."IURA fE
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<br />NOTE; MINIMUM SLOPE li4' PER FOOf WrlE,~ iNDUSTRiAl..
<br />ADHESIVE IS USED FOR ATlACl-iME.'1T
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<br />1-3/8" x 0,040" FLAT METAL STRAP
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<br /> Me141 Strap Load and Fastening Schedule
<br />I 1.3IS- x 0,040- Flat Stnp
<br />r F a sa ne r Allowa ble Loads
<br />I Size Product I Dim"""'1 SChedule Wind I E.ar'J1Quake
<br /> W x L Nails Uplift Uplift
<br />I 8 A6108 I ' .:liS" x 5- I 5 640 549
<br />~ 10 A6100 I '.),5- x 10" I 6 648 7;9
<br />12 A6'20 \.3IS".,r I 7'6 S9Y
<br /> l' A6',40 , .318- X \4" I 8 564 1039
<br /> ~5 A6',60 \.),'5- x 16" I 9 9i2 1169
<br /> 1.315" x 0,04<)- U. Strap
<br /> I Dimen~ons I Fas:.ener Allowable Loads
<br /> Size Product W = 1':lIS- Schedule Wind I E.ar'v~Quake
<br /> S x H Nails Uplift I Uplift
<br />I 6 ABU106 I 3-50 a" x 5" I '32 515
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<br /> I a A8U1C8 1 3.505' x 5- I 554 1037
<br /> r ',0 ASU,,0 I 3.5:6" x '0" I 6 ',2% 1555
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<br /> Numoer of r.ads ;e'e~s to num~e( eac:"l sl<ie ~~ CO(,H'~~~ln9 it'.er:"\cers 01 eac.*1
<br /> Note: SIde of U.strao,
<br /> Nalls \0 ~~ hot ~:o~ ;alyanll~ SfX)Ot~ s,~a~,k (100) S ;a, x ,. '.12- 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 Overtrangs
<br />I" Stud Sp.c,ng I 4 ! s I , ! a I 9 '0 I " 12 i '3
<br />I U3 ,,- OIC I ',,,", '52 I ~ j ~ ! 2S; I 308 :~; m I 42_ :.52 I OQ,
<br /> 2.:.>0 24- OIC 232 290 I :i-'.l .0; ~ :22 ~ I 5J8 ; 5;6 I i~
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<br /> 4,:.>0 -a" OIC ..:0.: I 580 I 6:-3 e' - 9'. ~ C4-: , '50:) I ~ 2;5 i ~ 392 I
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<br />r Overhang I 8' i 10' i 12' I 14' ! 16' ! 18' I 20'
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<br />I WInd A,cplo..4 Cot'l~r"1rO<'\
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