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<br /> REAMS and HEADERS - US Allowable Loads (lb.) so
<br /> Beam Top Range Face Mount
<br /> BOP
<br /> Fastener Type fastener Type
<br /> ::"vlrr ei He-der Joist Uplitt{160) Download Model Header Joist Uplift(160) Download
<br /> I3 'Versa-Lam*L11L
<br /> 71h i'v1' 7,.. (16)3 41 (8)N10 1,515 2 ._,._
<br /> TA !25 ;i,N'',C 1._-.. 'i 1.81i10 30)16d (10)16(1 2 675 5.(35
<br /> 2)N10 2',-:: _-__ IiU9 (24)16d 110)1110 1.795 3,570
<br /> ..5 (8)N10 1,225 -7 5 111181,8111. (30)166 (10)16d 2,675 5,135
<br /> 11Y+ 1.251 2)N10 - 11.111 (301"16d (10)6l0 1.795 4,465
<br /> (MN1J - '181.81/10 (30116d (I0)1641 2,675 5,135
<br /> 11'ls - (30116d (10)N10 1:795 4,465
<br /> _51.61.,1d SU)!Ed 10)16d 2,675 5,13*5
<br /> 26 r)tl (14)N10 1.795 5,055
<br /> 14
<br /> Nx,' . i0)161 2,676 5,135
<br /> M111 1 . _ - 4)(110 1.795 5,055
<br /> 16 a (30)15 i (10)16d 2,675 5,135
<br /> 2 Ply 134"or 3!"Versa-Lan*LVL
<br /> 734 843567.25 8)610 I 22:1 22)16(1 (8116(1 1,788 4210
<br /> 914 843 6/9 25 N10 3r r?d t 0)l€it3 665 .635
<br /> flEr3.56/92_ 3d _J (16)16d 4.:095 9,100
<br /> 914 BA3,5Zr9,:= ,a '0 _ i 16d {10)16d 3,565 5,635
<br /> 6133.56 9.5 =! 26i 1541 (16)16d 4,695 9,100
<br /> 11'lc Uf { 6 1 l-c'.S (16)1661 1)16(1 (10)161 3, i 5,6535
<br /> 11137.-' 1'25 22)1641 06)166 (16116d 4,095 .9,100
<br /> t3A, 'a 88 0 16d : _. 116d (t f lEd 3,565 5,635
<br /> j 117 Hr : ,`88 _ '=31 16d 5 9,100
<br /> 14 - • _ _ 2.- _ 1r� `_
<br /> 41 1e6 (10)166d 3,555 5,635
<br /> ._.a.. S4'= 661 led (2'2)16d 5.515 9,695
<br /> 1E3.5E06 >'d *al 1_ H1 416 (30)16d 10)16d 3.565 :1 3?
<br /> 16 H;.:T'1:3.51fi Ed (Er16d 1,12). 10,585 I150S414 (66)166 (22)16d ,5 ; 9,695
<br /> lE 1183.56118 '6(1 (10)1641 2,075 5,615 1101(3414 (66)16d 151 W 5.515 9,695
<br /> HGLTVV3.51 6 ;:6)t61 (6)16d 1.120 10.585H.5U363-`1U(1-I=18) (36)�925212 (24 .LS2 12 9.460 13,160
<br /> 1. Download column for top flange hangers represents floor loads 2. HU hangers use both round and triangle holes.
<br /> (100%)and may not be increased for other load durations. 3. When ordering the EGO.HGU,HHGU specify height.
<br /> ci
<br /> w
<br /> WP HB - BA MIT 'I I
<br /> a
<br /> Lii, ' a
<br /> ce
<br /> = ( 9 0
<br /> cc
<br /> i ' i
<br /> il
<br /> I 3 cu
<br /> C
<br /> I '
<br /> €, Bca31/2" • \' B=31/2" ts;r2 B=3" `i B=2Jz"
<br /> vs
<br /> WP-Top flange-7 gauge: HB-10 gauge BA-14 gauge MIT-1 6 gaugeGO
<br /> Stirrup-12 gauge The HE hanger is available with The BA is designed especially The MIT's positive-angle nailing
<br /> This welded series offers the higher capacity for structural for use with multiple ply helps minimize splitting of the v2
<br /> greatest design flexibility and composite lumber and heavier headers 11/2'to 1/"thick,and 1-joists'bottom flange.Has
<br /> versatility,and a large selection Hoist applications.Has uplift may be used for weld-on uplift resistance of 215 lb.
<br /> of sizes.Suitable for welded resistance of 120 lb. applications.Has uplift
<br /> and nailer applications,and resistance of 1050 lb.
<br /> modifications including slopes
<br /> and skews.No uplift resistance.
<br /> .4 of 24.e-
<br /> 1ti) I/5
<br /> 8
<br />
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