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<br /> <br /> <br />SEE TABLE 5 FOR LOA.:) A."D <br />FASTENI"G SCHEDULE <br /> <br />~ <br /> <br />HEADER STRAP CONNECTION DETAIL <br /> <br />i~ <br />I <br />I 'r <br />~p <br />v/ <br />III <br /> <br />'-"', <br /> <br />i I <br />I " <br />~ <br /> <br />SE: TABLE 5 FOR LOAD A."D <br />FASTENi"G SCHDULE <br /> <br />TOP PLATE STRAP CONNECTION DETAil <br /> <br />:~, <br />, i i <br />I I <br />! <br /> <br />SEE TABLE 5 FOR LOAD A.'iD <br />FASTENING SCHEDULE <br /> <br />eJ0:--- <br />i ;,' <br />. · .[> <br /> <br />SILL PL.\7E STR.~P CON~~ECT:ON DETAIL <br /> <br />'--------- <br /> <br />----_.. ."-- ---._----~_.~ .-..- ._- - ---- --.--------.---.---- ---- --- ----- ---- --_. ..---.-.....- ...--.---.----.- _.._- <br /> <br />Metal Strap Load and Fastening Schedule <br /> <br />ATTACH SHINGLES TO COMPOSITE ROOF PA.'1EL <br />WITH INDUSTRiAl ADHESIVE' <br />(2) CO"TiNUOUS 114' LINES PER SHINGLE 4' TO S' OC, <br /> <br /> Size Prod uct <br /> S AB10S <br /> 10 AB100 <br /> 12 AB120 <br />! 14 AB140 <br /> ',6 AB~60 <br /> <br />. CHEM REX-PL PREMIUM ~ URETkANE ADHESIVE <br />. 051. RF1.w <br /> <br />ALUMI"L:M FACING <br /> <br />EXPANDED POL YSTYRE,NE DR POL YISOCYANURA TE <br /> <br />Size Product <br /> <br />NOTE: MINiMUM SLOPE 1/4' PER FOOT 1\1-1 EN INDUSTRiAl <br />ADHESiVE IS USED FOR A""'AChMENT <br /> <br />6 ABU105 <br />8 ABU10S <br />10 A8Ul'0 <br /> <br />I,J/8" x 0,041)" Flat Strap <br /> Faslener Allowable Loads <br />I Dimens;ons Schedule Wind I EarthQua~e <br />W x L Nails Uplift Upllft <br />',3IS" x 8" 5 540 I 649 <br />1-3'8" x 10" 6 648 I 779 <br /> 745 I 897 <br /> 8 864 I 1,039 <br /> 9 972 ! 1 159 <br />l-J/8" x 0,041)" U ,Strap <br />Dimens;ons Faslener Allowable Loads <br />W = l-J/8" Schedule Wind I Eartl1Qua~e <br />S x H Nails Uplift I Uplift <br />3.5'8" x 5" 432 518 <br />J-Si 8" x 8" 4 864 1037 <br />3.5/8" x ~ 0" 6 1295 1555 <br /> <br /> <br />" <br /> <br />Numoer of nails re'e-s to n,Jn"oer each SICie of connecting rr,emoers Of each <br />Note: sloe of U-st'ao <br /> <br />Nalls to b~ hot d:ppeC ga'Van!LeC smooth shac,k (100) 9 ga x ,.112" M'n <br /> <br />,/ <br />; 01 <br />. , <br /> <br />r:. <br />I' , <br />"I <br />1 ,I <br /> <br />'~I": <br />~ <br /> <br />Maximum Uplift Load For Stud To Top Plate For Detennination Of Hurricane Anchor <br />For Various Pan Or Composite Panel Spans And Ovemangs <br /> <br />Stud Spacing I 4 5 i 7 8 9 , 0 I 11 I 12 ') I <br />u. 16" O/C ',~ ' 92 2,1 I 203 3/) :;':7 385 ~24 I ~2 :,.:;, ! <br />2.00 "4" OIC 232 i 2:-j ! :;':8 I <05 i ~ I :;",:..:: 1 ;eo 538 5;'; i:~ I <br />2,66 32" OIC 3-..".8 1 ::5 (.62 I ~~; I ~', 7 5~ ;i1 548 925 ,X2 I <br />4,00 43" OIC ~ 0,80 5~ I s' 2 9:e ~~ ",SJ . 275 ' 392 '508 I <br /> <br />1-3/8" X 0,040" METAL U-STRAP <br /> <br /> Room Projection (P) Sum Of 1/2 (P) + Overhang <br /> r Overhang 8' 10' 12' 14' 16' 18' 20' <br />""-, l O' 4 5 6 7 8 9 10 <br />~ ~: l' 5 6 7 8 9 10 11 <br />" <br />:' ~: 2' 6 7 8 9 10 11 12 <br /> 3' 7 8 9 10 11 ",2 13 <br /> <br /> <br />\'vind Load Conversion Tab~e For Maximum UplIft Loa <br /> <br />WInd ApPI''f'd <br />lon" LC-id <br />'02 l' <br />~ , 0 :l5 <br /> <br />'20 4' <br />~<.\ <br />,~ 50 <br /> <br />1-3/8" X 0,040" FLAT METAL STRAP <br /> <br />Co..,~ ~on <br />~uitlpl.er <br />, 00 i <br />'!~, <br />1J.\ I <br />,,~ <br />!9c I <br /> <br />.....I <br />-< <br />:J <br />Z <br />-< <br />(/) 2, <br />w z <br />50(/) <br />f- (/) .....I <br /><.)W~ <br />:JOf- <br />a:: (/) w <br />f- W 0 <br />(/)OC-<:- <br />W :J Z <br />2 f- 0 <br />-< <.) <br />a:: :J i= <br />LLOCO <br />o I- W <br />O(/)(/) <br />o 2 <br />~ ::) <br />Z <br />2 <br />::) <br />.....I <br />< <br /> <br /> <br />4 <br /> <br />C" <br />