HomeMy WebLinkAboutPLANS - 17-00660 - 522 Laurel St - Mobile Home Roof Line48
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RTE MEMBER REPORT Level, Roof.. Joist
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Overall Sloped Length: 811 3/4"
+
12
4 '
E
L 7'
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal
Mt Results Actual 0 Location
Member Reaction (lbs)
Allowed Result LDF
Load: C.W.W.
385 @ 2 1/2"
Shear (lbs)
3281 (3.50") Passed (12%)
1.0 D + 1.0 S (All ;
311 @ 8 11/16"
Moment (Ft -lbs) 652 @ 3' 9 1/2"
1139 Passed (27%) 1.15
1.0 D + 1.0 S (AII ;
Live Load Defl. (in) 0.139 @ T9 1/2"
975 Passed (67%) 1.15
0.252
1.0 D + 1.0 S (AII
Total Load Defl.(in) 0.201 @ 3'9 1/2"
Passed (L/b53)
1 0.378 1
1.0 D + 1.0 S (Ail ;
Deflection criteria: LL (L/360) and TL (L/240).
Passed (L/450 -
)
<
1.0 D + 1.0 S (All -
Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
A 15% increase
in the moment capacity has been added to
Applicable calculations are based on NDS.
account for repetitive member usage.
t3.5011
_.J... LOatls to supports (lits)
SuPpor'ts Tara e Req Ardred (lead snow Totem Accessories
1 - Beveled Plate - DF 3.50" 1.50" 120 265 385 Blocking
2 - Beveled Plate - DF . 1.50"
120 265 385 ocldng
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
LOW$ ILocation (Side) s d
1 - Uni rm (PSF) 0 to 7' 7" 24^
15.0 1 35.0 1 Rexburg Snow
PASSED
I. J
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology: ASD
Member Pitch: 4/12
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. SUSTAiNAB�E FORESTRY INITIATIVE
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended fA
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified is responsible
forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested
in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Dalian vvitd+rg
BMG
f208)656-9587
da an.w:ir.ing.O—b i;ldw thbrnc.com
Reviewed for Cohr, Compliance
I
Bt.akding Inst ector
Job Notes
10/31/2017 1:40:07 PM
Forte v5.2, Design Engine: V6.6.0.14
Page 1 of 1
J�-Oo660
SOLUTIONS LUTIONS REPORT Level, Roof- Joist
"' � R T E PASSED
C
urrem Solution:: 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Overall Sloped Length: 7' 7 7/16"
46-K �A t,6 (LU)
CAI&r
All locations are measured from the outside face
of left support
(or
left cantilever end).AII dimensions are horizontal.;
Drawing is
Conceptual
3 1/2"
2 x Douglas Fir -Larch No. 7
3 1/2"
Design Results
Actual 0 Wb-
Allowed
Result LQF
Member Reaction (lbs)
360 @ 2 1/2"
3281
Passed (li%)
Shear (lbs)
286 @ 8 11/16"
3.50"
1139
Passed (25%) 1.15
Moment (Ft -lbs)
565 @ 3' 6 1/2"
975
Passed (58%) 1.15
Live Load Defl. (in)
0.104 @ 3' 6 1/2"
0.234Passed
(L/812)
Total Load Defl. (in)
0.151 @ T6 1/2" 1
0.3511
Passed (U559)
Depth
Series
3 1/2"
2 x Douglas Fir -Larch No. 2
3 1/2"
2 x Douglas Fir -Larch No. 2
3 1/2"
2 x Douglas Fir -Larch No. 7
3 1/2"
2 x Douglas Fir -Larch No. 2
3 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
51/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
5 1/2"
2 x Douglas Fir -Larch No. 2
71/4
2 x Douglas Fir -Larch No. 2
7 1/4"
2 x Douglas Fir -Larch No. 2
7 1/4"
2 x Douglas Fir -Larch No. 2
7 1/4"
2 x Douglas Fir -Larch No. 2
rort9 sof ware Operator
2o3
Job Notes
System : Roof
Member Type : Joist
Building Use : Residential
Building Code: IBC 2015
Design Methodology: ASD
Member Pitch : 4/12
Plies I Spacling I Wood Volume
1
12"
0.70
2
12"
1.40
2
16"
1.05
2
19.2"
0.87
2
24"
0.70
1
12"
1.10
1
16"
0.82
1
19.2"
0.69
1
24"
0.55
1
32"
0.41
2
12"
2.20
2
16"
1.65
2
19.2"
1.37
2
24"
1.10
2
32"
0.82
3
12"
3.30
3
16"
2.47
3
19.2"
2.06
3
24"
1.65
3
32"
1.24
1
12"
1.45
1
16"
1.09
1
19.2"
0.91
1
24"
0.72
10/2712017 2:50:04 Pt,�l
Forte v5,2, Design Ergine: `.j6.6. .`I4
'image 1 of
F T E . SOLUTIONS PEP0117 Level, Roof. Joist PASSED
Current Solution:: 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2 @ 16" OC
Overall Sloped Length: 15' 7/8"
All Product Solutions
Depth Series
o
PliesFSpacingod
+
5 1/2" 2 x Douglas Fir -Larch No. 210.52
0
12
4
10.82
1/4"
x Douglas Fir -Larch No. 211
11.092
1/4"2 x Douglas Fir -Larch No. 2
11.39
The purpose of this report is for product comparison only, Load and support information necessary
individual Member Report for submittal
1 16" 1.69
for professional design review is displayed
x
J
L
6'
7'
1
All locations are measured from the outside face of left support
(or
3
left cantilever end).AII dimensions are horizontal.; Drawing is
Conceptual
Design Results Actual @ Location Allowed
Result
LDF
Member Reaction (lbs) 579 @ 6'8 1/4" 5435
/
e
Passed (11%)
System : Root
5.50"
Shear (lbs) 268 @ 7' 2 5/16" 725
Passed (37%)
1.15
Member Type :.joist
Building Use : Residential
Moment (Ft -lbs) -399 @ 6' 8 1/4" 456
Passed (88%)
1.15
Building Code: IBC 2015
Live Load Defl. (in) 0.226@..10'7
3 4 0.257
Passed (L/409)
Design Methodology : ASD
0.311 @ 10' 8
Total Load Defl. (in) 3/16" 0.385
Passed (L/298)
Member Pitch : 4/12
All Product Solutions
Depth Series
3 1/2" 2 x DouglasFir-Larch No. 2
PliesFSpacingod
Volume
5 1/2" 2 x Douglas Fir -Larch No. 210.52
7 1/4" 2 x Douglas Fir -Larch No. 29
10.82
1/4"
x Douglas Fir -Larch No. 211
11.092
1/4"2 x Douglas Fir -Larch No. 2
11.39
The purpose of this report is for product comparison only, Load and support information necessary
individual Member Report for submittal
1 16" 1.69
for professional design review is displayed
purposes.
not
here. Please
print an
rorte sottware Operator
k,,en nansen
BMC
t208) 656-9801
P,ler: Hansen@buddwdhbrn, com
Job Notes
10/31/2017 1144:04 PM
Forte v5.2, Design Engine: V6.6.0.14
Page 1 of 1