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<br /> <br /> <br />SC: TAB~E S FOR lOAD AND <br />FASTE....I.~G SCHEDULE <br /> <br />i <br />I <br />I <br />I I I <br />: I i <br />~ <br /> <br />HEADER STRAP CONNECTION DETAIL <br /> <br />I~' <br />I I I <br />I ,I <br />Ii! <br />I I I' <br />! i~ <br />~I <br />1/ <br />I i~ <br /> <br />~ <br /> <br />SEE TABLE S FOR lOAD A.'10 <br />FAST::NI.~G SCrlE:lULE <br /> <br /> <br />TOP PLATE STRAP CONNECTION DETAIL <br /> <br /> <br />~ <br /> <br />'" <br /> <br />SEE TABLE S FOR lOAD A."I0 <br />FASTENI,~G SCHEDULE <br /> <br />. . <br />"'L' ~L'--~--'- <br />~I l. j" -,.'::' .:.' ; ,~",-,,- <br /> <br />.~-~, ~'.'=:~':"" :.~~,~,;~ <br /> <br />.~- I <br /> <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. <br /> <br />. CHEM REX-PI. PREMIUM S43 URET\-<ME A!lj-(ESIVE <br /> <br />. OSl . RF 140 <br /> <br />ALUMINUM FACING <br /> <br />EX?A."IDED POL YSTYRE,~E OR POL YISOCYA."IURA fE <br /> <br />NOTE; MINIMUM SLOPE li4' PER FOOf WrlE,~ iNDUSTRiAl.. <br />ADHESIVE IS USED FOR ATlACl-iME.'1T <br /> <br />r- <br />i,,: <br /> <br />,,'I <br />;", <br />'[ <br /> <br />~ <br />i'l <br />:,"1 <br />i.'! <br />I <br />,'] <br />~ <br /> <br />i I <br /> <br />1-3/8" x 0,040" METAL U-STRAP <br /> <br />......., <br />;"j <br />'., <br /> <br /> <br />1':1 <br />i i <br />Ii <br />i.1 <br />1"1 <br />I" <br /> <br />l::J <br /> <br />1-3/8" x 0,040" FLAT METAL STRAP <br /> <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 <br /> L <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 <br /> I <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, <br /> <br />....J <br />~ <br />:J <br />Z <br />< <br />C/) ~ <br />UJ Z <br />S l? C/) <br />I- C/) ....J <br />o UJ <: <br />~ 0 l- <br />e:: C/) UJ <br />r-UJO <br />C/) c::: ~ <br />UJ:JZ <br />::2:f-O <br />< 0 <br />C::::J~ <br />u.. c::: 0 <br />Of-UJ <br />OC/)C/) <br />o ~ <br />$ :J <br />Z <br />~ <br />:J <br />....J <br />~ <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 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~ <br /> 2..50 l2"'OIC M ! :;e, I -':'" ! 53; 5 ~ i S;... , , I e.e n, I 1X2 <br /> 4,:.>0 -a" OIC ..:0.: I 580 I 6:-3 e' - 9'. ~ C4-: , '50:) I ~ 2;5 i ~ 392 I <br /> '-- <br /> <br />Room Projection (P) Sum Of 1/2 (P) + Overhang <br /> <br />r Overhang I 8' i 10' i 12' I 14' ! 16' ! 18' I 20' <br /> 0' I 4 I 5 I 6 I 7 I a I 9 I 10 <br /> l' I 5 I 5 ! i I 8 i 9 I 10 I " <br /> 2' I 5 I 7 i 8 I 9 I 10 I " I 12 <br /> 3' I 7 I 8 I 9 I 10 I 11 I 12 I 13 <br /> <br />r- <br />'~ <br />W ~_ <br />, ...I '" <br />0... ::l - <br />..-,'" <br />- ~ :: <br />~ 0 u..;:! <br />0) ~ -<.... <br />C~~~~ <br />C~~::::.~ <br />0)0<;;;; <br />OJ ...I 0 "'... <br />,~i:~~ <br />WUJ:lZ", <br />000- <br />''''::x <br />O)c::",~< <br />UUJoUJ\o, <br />UJ"".... <br />C ~ ... UJ <br />- X ,... <br />O)\:>o <br />L..<:o <br />3~ <br />ro :>- "- <br />.-J <br /> <br />Wind load Conversion Table For Maximum Uplrl1loJ <br />I WInd A,cplo..4 Cot'l~r"1rO<'\ <br />I z"n. LcHI ""\,II~p4,.r <br />I 102 I' '00 <br />I 1 '0 l.\ \ I, <br />i- '20 ., 1:.1 <br /> , 15 4..1 ,S2 <br /> \~ SO I!lO <br /> <br /> <br />4 <br /> <br />, .- <br />- ........ -- - .-.----------.--------.----------.---.-------- <br /> <br />&.... v-.-...--....."'''... "'-Al," ...................... ..... .... .. _~_... - . <br /> <br />'~.-..'~'_..;t'.~...> <br />