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LUPSPEED PROM .: 06060/SIM
<br /> SPEED HANCE* ; w SIMPSON BuyUne5162
<br /> I. StrongTie
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<br /> Precision formed and engineered for fast installationI ,and maximum , � CONNECTORS
<br /> loads.Speed prongs are curved steel for extra strength.One hit positions / e ity,..-1 4 the hanger for header nailing,eliminating joist nailing and the need for % ' FIELD COMMENTS
<br /> special short nails. / ■Flir
<br /> ewer Nails to Drop
<br /> MATERIAL:18 gauge •• Fewer Sore .1`-No
<br /> FINISH:Galvanized -- LUP24 Thumbs
<br /> INSTALLATION:• Use all specified fasteners.See General Notes. •Easier and Faster
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<br /> •Speed prongs provide instant location of the hanger onto the
<br /> II 1,IL;
<br /> carrying beam and nailless securing of the joist onto the hanger. (I ,;
<br /> If the prong is deflected and bent on a knot,simply nail a 10dx11/z" 1 IIh _.-
<br /> or equal through that slot. + 1, !' v .. _
<br /> - 1
<br /> •On cantilevered Joists,use a 10dx11/2'nail at each prong in j r' i
<br /> addition to the prongs. 4fi �lq
<br /> CODE NUMBERS:BOCA,ICBO,SBCCI No.NER-393.Dade County,FL , v1: . • .
<br /> No.89-0131.3.City of L.A.No.RR 24947. J' a
<br /> f ALLOWABLE LOADSt 2
<br /> DIMENSIONS FASTENERS
<br /> MODEL JOIST AVG FLOOR ROOF Typical LUP -
<br /> NO. SIZE W H B A HEADER JOIST ULT (100) (125) Installation l 10d 16d 10d 16d i_,-- -.
<br /> LUP24 2x4 19/16 31/s 11/2 7/s 2 PRONGS 2 PRONGS 2463 470 535 590 670 !
<br /> s 616d& t s 43/4 2 11/4 2 PRONGS 4 PRONGS 3936 705 805 880 1005 (
<br /> LUP26 2x6,8 1 /i ,
<br /> LUP28 2x8,10 19/is 65/8 2 11/4 8-16d& 6 PRONGS 6166 940 1070 1175 1340 l t• - I
<br /> 2 PRONGS ! i
<br /> LUP210 1210' 19/is 713/16 2 11/4 10-16d& 6 PRONGS 5050 1175 1340 1470 1600 (l
<br /> 12,14 4 PRONGS t((
<br /> 1.Allowable loads in the"10d"column are the loads allowed when -"� f!t1 ,, 81 H
<br /> 10d commons are used instead of the 16d header nails. ''
<br /> 2.Roof loads are 125%of floor loads unless limited by other criteria. No `i
<br /> Floor loads may be adjusted for other load durations according to 4'' � JOIST �[�J[l o.l (J�l n
<br /> the code provided they do not exceed those in the roof column. '` k REQii RED ty/ ill oil 1 ---..j- .4,1---'---
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<br /> .� (. lr,w_„, LUP210
<br /> ECONOMY
<br /> ram^
<br /> LV JOIST HANGERS ai ' LUP26
<br /> /
<br /> NEW! Value engineered material section!
<br /> •Just a tap of the hammer at each speed prong secures the LU for i , ,: CONSTRUCTION
<br /> easy nailing. - J -Ai i ECONOMY
<br /> • Precision formed—engineered for installation ease and design value. a '
<br /> ,2 ' with HIGH STRENGTH
<br /> • LU series gauge and configuration is value engineered for strength VALUES!
<br /> and economy. LU26 (4) % • :' l
<br /> MATERIAL:20 gauge (4, :, ii IT . I •I
<br /> FINISH:Galvanized I
<br /> INSTALLATION:•Use all specified fasteners.See General Notes. l,i /.4 !
<br /> CODE NUMBERS:BOCA, ICBO,SBCCI No.NER-393.Dade County,FL /- 1 1 -I
<br /> No.89-0131,3. 1 y A-. i $ t
<br /> •
<br /> 9 LU210 jH
<br /> J
<br /> "-I~ (_
<br /> ALLOWABLE LOAD81,2 '
<br /> DIMENSIONS FASTENERS fie / 0)
<br /> MODEL AVG FLOOR ROOF fe
<br /> NO. JOIST SIZE 1 ULT UPLIFTS (100) (125) 1 /
<br /> W H B A HEADER JOIST
<br /> 10d 16d 104 16d
<br /> LU24 2x4 19/16 31/s 111/2 7/8 4-16d 2-10dx11/2 2233' 265 470 535 590 670
<br /> LU26 2x6,8 19/16 43/4 11/2 7/e 6-16d 4-10dx11/2 3217 565 705 805 880 1005 / ;
<br /> ;v00 LU28 2x8,10 19/16 63/8 11/2 7/8 616d 6-10dx11/2 4017 850 940 1070 1175 1300 /- „"',04-i.
<br /> LU210 2x10,12,14,19/i6 713/16 11/2 7/8 10-16d 6-1 Odx11/z 6250 850 1175'1340 1470 1675, A,.
<br /> 1.Allowable loads in the"10d"column are the loads allowed when 3.Uplift loads have been increased by 33%for wind or ,w,,_ ;✓
<br /> 10d commons are used instead of the 16d header nails. earthquake loading with no further increase allowed. * f
<br /> a 2.Roof loads are 125%of floor loads unless limited by other criteria.
<br /> Floor loads may be adjusted for other load durations according to
<br /> the code provided they do not exceed those in the roof column. ,s•Copyright 1991 SIMPSON STRONG•TtE COMPANY,INC. 25
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