HomeMy WebLinkAboutJOIST SPECS - 07-00529 - 615 Canyon Springs Dr - New SFR14" -IM
4F)2) e7
VA��•rrhacuscr $usincss
TJ -Beam@ 6.25 Serial Number: 70051{}5190
H -Qer 9 All 5i20D79:D1:11 AM THIS PF ODUCT MEETS OR EXCEEDS THE SES DESIGN
F131 FLOOR BEAM ,@ BASEMENT STAIRS
2 Pcs of 1 314" x 9 112" 1.9E Microflam@ LVL
Fags 1 Engine Version'. 6.25, 71
CONTROLS FOR THE APPLICATION AND LOADS LISTED
LOADS:
Analysis is for a Drop Beam Member. Tributary Load 'width:
Primary Load Group - Residential - Living Areas (,psi.- 40.0 Live at 10 % duration, 12-0 [dead
SUPPORTS:
Input 'Bearing Vertical Reactions (lbs) Detail Other
Width Length Live/Dead/UplittfTotal
1 Stud wall -50117 2-351F 2660 842 / 3502 Ll : Blocking I Ply 13/4" x 9 112" 1,9E Microllam@ LVL
Stud wall 3.50'` 2.35" 2660 / 842 / 0 / 3502 Ll., Blocking 1 Ply 1 /4" 1/2" 1.9E Microllarn@ LVL
-Seg TJ SPEC iFlER'S !BUILDERS +GUlDE fir deta il(s): L1: Blocking
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear (lbs) 3379 -2703 6318 passed (43%) Rt. end Span 1 under Floor loading
Moment (fit -Lbs) 7743 7743 11775 Passed (66%) NifD Sian 1 ender Floor loading
Live Load ❑ef1(in) 0.209 0.306 Passed (L.1527) MID Span '! underFloor loading
Total Load Defl (in) 4.215 0.458 Passed {U400} Mfg Span 'f under Floor fording
-Deflection Criteria: STAN DAR a(LL:U360,TL: V240).
-6racing(Lu): All compression edges (top and bQt€om) rr►usi be braced at 9' fi" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist JJ). TJ warrants the sizing
be accomplished in accordance with TJ product design criteria and code accepted design values. Thespecific product application, a i nput design loads,
and stated dimensions have been provided by the software user. This utput has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for producta�lavailability.
t.
-THIS ANALYSIS FOR TRUS ,FOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS
-Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed
-Note: See TJ SPECIFIERIS I BUILDER'S GUIDES for multiple ply connection.
PROJECT IFOTI
JEREMY & RACHEL VALENTINE
Copy -right (0 2006 by Trus Joist, a Weyerhaeuser Du5inens
Microliams Ls a registered trademark of Trus Joist,
OPERATOR INFORMATION.
EMMEft
RYAN l' EI LE
HDC DRAFTING.
5298 WEST 3800 SOUTH
RExeuRG, ID 83440
Phone : {208-359-1719
Fax (208)359-1719
RYANHDC a�MSN.COM
Ap
e7
iw
AA OVr e_ij r Basin s
4
TJ-B.earnO 6.25 SerialNumber-'700510511
User: 2 411 512007 8,59.-54 AM
0
RB1 ROOF BEAM @REAR BAY WINDOW
13/4 99 x 9 1/211 1.9E MicrollamO LVL
1�.
Pagel Engine Version- sz5.,, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
ryl lli fi r, sj l : 0:1-2 R04 Sioj)eG.1
All (finaensioilis are lir l.,
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: '
Primary Load Group - Roof (p : 20.0 Live at 1 % duration, 1 , .d
SUPPORTS:
Input E3earing Vertical Reactions (I Detail Other
Width Length Live/Dead/Uplift/Total
1 Stud wall 5.50" 3.39" 13601116010 / 2520 Ll Blocking 1 Ply 1 /4PI 112" 1,9E Microllamg)L'P'L
Stud wall 5,50fl
3.39PI 1360 / 1160 / 0 / 2520 Ll . Blocking I
PIS 1 /" 1/2" 1.19E liro11 LVL
-see TJ SPECfFiER'S ! BUILDERS GUIDE for detail(s): L..1: Blocking
DESIGN CONTROLSA
...,,,,
Maximum Design Control Control Location
Shear (Ib2322 -1779 3948 Passed 45% lit_ end Span 1 under Roof loading
Moment —Lbs) 4548 4548 7359 Pissed (62%) I n I under Roof loading
Live Load Defl in) 0.132 0_392 Passed (IJ712) MI D Span I under Roof loading
Total Load Def] in 0.245 0.522 Passed L/ MID Span 1 under hoof loading
-reflection rit ri : STAN D I LL:U0,TL L/1 .
-Br in L : All compression edges (top and bo rn must b braced t ' PI / urs - . .
_ 1 detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
-resign assumes adequate confinuousliteral support of the compression edge.
ADDITIONAL NOTES:
-IMPORTANT! The analysispresented i Output from sours developed � Trus Joist(TJ).TJ w rr nt b . .t �� �f �tproductsthe. softwareX11
b accomplished ire accordance with TJ product design criteria and ood ceted deli values. The - .
ifi product pl�cabon, input design loads,
and stated dimensions have been provided b the software user. This output has not been reviewed b
y a TJ -Not all I produ t are readily available, Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUE JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS
-Allowable Stress Design thud lc y was used for Building Code JBC analyzingthe TJ Distribution product listed above.
PROJECT INFORMATION:
JEREMY& RACHEL VALENTINE
Copyright @ 2006 by Trus oist, a Weyerhaeuser nusi- el$
Microllamg z3 a register d trad�Tnark of Trus Joist .
OPERATOR INFORMATION:
RYAN MEIKLE
HDC DRAFTING
5298 'ET 3800 SOUTH
REXBtJRG, [D $3440
Phone : (208-359-1719
Fax .(208)3519-1719
RYANHDC@N1SN.CON!