|
<br />~?"~~~~~"':..~~~~").~~"l:~~~"::-1.~:':"~';':.'- :-:;,'::-.~:.. )~;-:':'~~~~"':'~;"';"':~~~::'~~_V:'';_h.",,~)o...:..~.:..._....';..~~:,:.~~..:)..:-..:a.:w~~",'~''''", .......'.........." ""....;v.._'~--..:"'.h.._~"". ....-...,......~....'......~'..J.--'.:......,._.'^"'..h..""'";",......,,_ oJ '.
<br />.~. ',..
<br />
<br />
<br />
<br />SEE: TABLE 5 FOR lOAD AND
<br />FASTENING SCHEDULE
<br />
<br />I
<br />I I i
<br />I I I
<br />~
<br />
<br />HEADER STRAP CONNECTION DETAIL
<br />
<br />~,
<br />I !
<br />,I
<br />I I:
<br />it)
<br />I iJ
<br />llJ
<br />
<br />
<br />SEe TABLE 5 FOR LOAD AND
<br />FASTE.'<ING SCHEDULE
<br />
<br />TOP PLATE STRAP CONNECTION DETAIL
<br />
<br />
<br />SEE TABLE 5 FOR LOAD AND
<br />FASTENING SCHEDULE
<br />
<br />SILL PLATE STRAP CONNECTION DETAIL
<br />
<br />ATiACH SHINGLES TO COMPOSITE ROOF PANEL
<br />WITH INOUSTRW, ADHESIVE .
<br />(2) CONTINUOUS "4' LINES PER SHINGLE 4' TO 6' 0 C,
<br />
<br />. CHEM REX.f'\. ?REMII"iM :>4a URETHANE ADHESIVE
<br />. OSI, RFl4<?
<br />
<br />~UMIN(;M FACi.NG
<br />
<br />EXPANDED POL YSTYRE.NE OR POL YISOCYANURATE
<br />
<br />NOTE: MINIMUM SLOPE "4' PER FOOT I'f"rlE,N INOUSTRW,
<br />ADHESIVE IS USED FOR A TT AChME.NT
<br />
<br />,....-,
<br />i,,\
<br />"
<br />I I
<br />
<br />(I H
<br />i I i:,:11
<br />I ' I
<br />
<br />'~
<br />
<br />1-3/8. x 0,040' METAL U-STRAP
<br />
<br />11
<br />i"l
<br />1"1
<br />":\
<br />I
<br />
<br />/,
<br />I"
<br />I"
<br />
<br />(J
<br />
<br />1-3/8. x 0,040' FLAT METAL STRAP
<br />
<br />
<br />Metal Strap Load and Fastening Schedule
<br /> 1-3IS.l 0,040" Flat Stra p
<br /> Fa ste ner Allowable Loads
<br />Size Product I Dimensions Schedule Wind I E.lrthQuake
<br /> W 1 L Nails Uplift Uplift
<br />8 A8108 1,3.8" 1 8' 5 540 I 649
<br />10 A8100 1,3.8" x 10- 5 648 I 779
<br />1, A8',0 '-318- x 1,' 7 746 i 897
<br />14 A8140 1-318- x 14" a 864 I 1039
<br />16 A8',60 1,318- 1 16- 9 972 I 1 169
<br /> 1,318"10,040" U. StTap
<br /> I Dimensions Fa ste ne r Allowable Loads
<br />Size Product W = 1-~18" SChedule Wind \ E.lrthQuake
<br /> S 1 H Nails Uplift Uplift
<br /> A8Ul00 3-5.'8- x 6" 2 432 I 518
<br /> A8U1C8 3-518- 1 8- 4 564 I 1,037
<br /> AaU1 ,0 3-5i8- 1 10- 5 1,296 I 1,555
<br /> Numbet 01 r.alls refers to number eac."I slcie cl COnne-:liI1g rr.embers or eac."I
<br />Note: Side of U,strap
<br /> Nalls to t< hot d;ppee ;alvanll~ smooth sMr.k (1 Cd) S ga, x ',112" M,n
<br />
<br />
<br />Mallimum Uplift Load For Stud To Top Plate For Determination Of Hurricane Anchor
<br />For Various Pan Or Composite Panel Spans And Ovemangs
<br />Srud Sp.c,ng I 4 5 I 6 S I 9 '0 I " I 12
<br />1,33 '6- OIC I 154 , 92 23 ~ 259 ;JC8 I 347 :;as I 424 I "€2
<br />2.00 24- OIC I 232 290 ~ .0; ~ I 522 5aO I 538 I 5;';
<br />2.6. 32" OlC I ;JC8 :;eS "'52 539 5i; I 69-1 iit I 8-'6 I 925
<br />4,00 .... ole I -'64 5aO ;;.s a ~ 2 923 I lCoU ".s.:J I '276 I '392
<br />
<br />Room Projection (P) Sum Of 112 (P) + Overhang
<br />Overhang 8' 10' 12' 14' 20'
<br />0' 4 5 6 7 10
<br />l' 5 6 7 8 11
<br />2' 6 7 8 9 12
<br />3' 7 8 9 10 13
<br />
<br />Wind Load Conv.~ion Table For Muimum Uplifl Loa
<br />
<br />
<br />Co"~f'1f~
<br />"',..tltipc.t
<br />
<br />I
<br />I
<br />I '20
<br />~
<br />I ,~
<br />I
<br />
<br />I
<br />11~
<br />U4 I
<br />'12 I
<br />,~ i
<br />
<br />45
<br />I'
<br />
<br />'.
<br />
<br />
<br />....J
<br /><
<br />:J
<br />Z
<br /><
<br />(J) :2,
<br />UJz
<br />39
<br />r-(J)~
<br />UUJ<
<br />::JOr-
<br />~(J)UJ
<br />r-UJO
<br />(J)~~
<br />UJ:Jz
<br />:2 r-
<br />~~g
<br />Ll..~U
<br />or-UJ
<br />0(J)(J)
<br />0:2
<br />~:J
<br />z
<br />:2
<br />:J
<br />....J
<br /><
<br />
<br />I
<br />
<br />i
<br />I
<br />~
<br />
<br />....
<br />w ~_
<br />f'\' :3 ~
<br />L..l..- V) ~
<br />~- ~ rt ..,
<br />+J U r--
<br />Q)...."i~
<br />C~o~~
<br />c:q:~~
<br />mQ)~~~~
<br />-.4 Q r-...
<br />,~~;;~
<br />w~gae
<br />Q)c:~5:~
<br />nLlJC:>Wu.
<br />'-'lU~~
<br />C ~... W
<br />-:<1-
<br />Q)~o
<br />I-~c)
<br />3; ~ ,
<br />C'O > Q.
<br />....J
<br />
<br />
<br />4
<br />
<br />OF
<br />
<br />6
<br />
|