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<br />
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<br />, ....
<br />
<br />SEE TABLE 5 FOR LOA:) A'ID
<br />FASTENiNG SCHEDULE
<br />
<br />~
<br />
<br />HEADER STRAP CONNECTION DETAIL
<br />
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<br />I'.
<br />01'1
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<br />I 'I
<br />
<br />SEE TABLE 5 FOR LOAD AND
<br />FASTE.'Ii'lG SCHE:)ULE
<br />
<br />';""'--,
<br />
<br />i ~
<br />, I
<br />
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<br />
<br />TOP PLATE STRAP CONNECTION DETAIL
<br />
<br />~I
<br />I !
<br />
<br />
<br />~
<br />
<br />SEE TABLE 5 FOR LOAD AND
<br />FASTENi'lG SCHED'ULE
<br />
<br />SILL PL.\7E STRAP CON~~ECT:CI'J DETAIL
<br />
<br />'----
<br />
<br />ATIACH SHINGLES ,0 COMPOSITE ROOF PANEL
<br />WITH INDUSTRiAL ADHESIVE'
<br />(2) CONTiNUOUS ','4' LINES PER SHINGLE 4' TO S' OC.
<br />
<br />
<br />, CHEM REX.PL PREMIUM :t48 URETKA'IE ADHESIVE
<br />
<br />. OSI. RF140
<br />
<br />Metal Strap Load and Fastening Schedule
<br /> '.3/8.' x 0.040" Flat Strap
<br /> I I Fas:ener Allowable Loads
<br />Size Product Dime nsions i Schedule Wino I EarthQua,e
<br /> W x L Nails Uplift Uplift
<br />8 A8108 1.318.. x 8'. 5 540 I 549
<br />10 A8100 ,.3.8'. x 10.' 6 648 I 779
<br />12 A8120 1.3i8.. x 12.. 7 746 i 897
<br />14 AB140 1,3/S'. x 14.' 8 854 I 1.039
<br />16 A8160 '.3IS" x 16.. 9 972 I 1.169
<br />
<br />AlUMINUM FACiNG
<br />
<br />EXPANDED POL YSTYRE'IE OR POL YISOCYANURATE
<br />
<br />
<br /> '.3/8" x 0.040" U ,Strap
<br /> Dimensions Fas:ener Allowable Loads
<br />Product W = 1.318" Schedule Wind I EarthQuake
<br /> S x H Nails Uplift Uplift
<br />ABU10S 3-5i8.. x S.. 2 432 i 51S
<br />ABU',CS 3-Si 8'. x 8.. 4 S54 i 1.037
<br />ABU110 3-5/8'. x 10.' 6 1295 I 1555
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<br />
<br />NOTE: MIN,MUM SLOPE 114" PER FOOT WHEN iNDUSTRiAL
<br />ADHESIVE IS USED FORATIACHMENT
<br />
<br />6
<br />8
<br />10
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<br />
<br />Note:
<br />
<br />Number of naris re'ecs to numoer each slcie c! connec\Jng members or each
<br />sloe of U.stao
<br />
<br />Nalis to~: hot doo";:: galyanll~;:: smooth shae,k (10d) 9 9a x 1.112" Mln
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<br />Maximum Uplift Load For Stud To Top Plate For Delenninalion Of Hurricane Anchor
<br />ForVarious Pan Or Composite Panel Spans And Overt1angs
<br />
<br />Stud Spac,ng 8 , 9 '0 11 12 1)
<br /> I
<br />1.33 16- OIC 's.: . 92 2:" 2';3 3~ ~i :;.ss ~2': ~2 S01
<br />2.00 24" ole 232 2% I ~8 <)6 ~ i ,-- , S80 538 I 6:;5 ;~ I
<br /> .a I
<br />2.66 32" O/C 3V8 3es <132 i ~:!; 6. ; " , I ii 1 I 6-'8 I S25 'X2 I
<br /> ,,,",
<br />4.00 48- ole "-54 I sse I s;s e' 2 9,,3 ~ ::.u , "50 i '2;5 I ~292 I ~5<.'8 I
<br />
<br />1-3/8" X 0.040" METAL U-STRAP
<br />
<br /> Room Projection (P) Sum Of 1/2 (P) + Overhang
<br /> Overt1ang 8' 10' 1Z' 14' 16' ZO'
<br />"'" 0' to 5 6 7 8 10
<br />! c ~ i l' 5 6 7 8 9 11
<br />,'. Z' 6 7 8 9 10 12
<br />:00:
<br />., )' 7 8 9 10 11 12 13
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<br />
<br />Wind load Conversion Table For Max.imum uplIft loa
<br />
<br />Wind
<br />ZDn.
<br />'02
<br />"0
<br />120
<br />,---'-,5
<br />,~
<br />
<br />AppH'CS
<br />LCoId
<br />29
<br />:l.\
<br />.,
<br />45
<br />50
<br />
<br />Con~"of'l
<br />Jw4\,ollb p~;(' r
<br />'00 i
<br />"~i
<br />,:>a
<br />'52
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<br />
<br />1-3/8" X 0040" FLAT METAL STRAP
<br />
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<br />_.---_.- ----_._..._-----,.~ '- --- ---- ---.-.-------- -----------..-. ~--- ---_.- ---- ---~ '...-.----...- ._-_.--- p----~- ----- ..- ----_._---_._.,--_.---~--------
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