HomeMy WebLinkAboutPLANS - M19-00106 - Scoffield - 4518 Juniper Ave - Room Additionr � �
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SOLUTIONS REPORT PASSED
Level, Roof: Flush Beam
Current Solution: 1 piece(s) 3 1/2" x 6" 24F -V4 DF Glularn
�S
Overall Length; 8' 11"
0
L
3'
Fill
a
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
'Design Results
otion
Glen
ResuRLDF
,Member
Reaction (lbs)4'
Shear (lbs)
(208) 656-9801
9297 (4, 25")
Passed (18%)
1.0 D + 1.0 S (All Spans)
Pos Moment (Ft lbs)
1/2"
1/2"
W34/2-
4267
4830
Passed (31%)
1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
1/2"
0.412
Passed (67%)
Passed L 410(/ )
1.15 10 D + 1.0 S (All Spans)
Total Load Defl. (in)
1/2"
0.550
Passed L 283
(/ )
1.0 D + 1.0 S (AII Spans)
1.0
D + 1.0 S (All Spans)
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code: IBC 2015
Design Methodology : ASD
Member Ptch : 0/12
ForteWEB Software Operator
9/4/2019 4:18:08 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Rodgers
Page 1 / 4
Job Notes
Glen
Bmc
(208) 656-9801
Glen. hansen@buildwthbmc.com
TORTE=
SOLUTIONS REPORT PASSED
Level, Roof: Joist
Current Solution: 2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 24" OC
Sloped Length: 16' 3 1/8"
t]
12
3
2,5
i
Fil
1�
G
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
DeslgnR05UIt5,''
Actual (plYoGa6on
: Allowed :`
ResUR LDF Load Comtinafion {Pattern}
Member Reaction (lbs)
801 @ 4 1/2"
10313 (5.50')
Passed (8%)
1.0 D + 1.0 5 (All Spans) '
Shear (lbs)
Moment (Ft -lbs)
695 @ 1' S/8"
3002
Passed (23%) 1.15
1.D D + 1.0 S (All Spans)
Live Load Defl. (in)
2894 @ 7' 11 1/2"
0.570 @ 7' 11 1/2"
3128
Passed (93%) 1.15
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.820 @ 7' 11 1/2"
0.775
1.033
Passed (L/326)
Passed
1.0 D + 1.0 S (All Spans)
S (All Spans)
Member Length :16' 4 5/8"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 2.5/12
The purpose of this report is for product comparison only, Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal
purposes.
ForteWEB Software Operator
Job Notes
Glen
Bmc
(208) 656-9801
Glen. hansen@buildwthbmc.com
8/30/2019 5:54:23 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Rodgers
Pagel/1
i I' U H I h tau:
MEMBER REPORT
Level, Roof: Joist
2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 24" OC
Slc-cd L--ng-,h: 16'11 ,,16"
0
12
Total
Bearing Length
Available Required
Dead
Loads to Supparts (lbs)
Roof Live Snow
Total
1511 6"
1 - Beveled Plate - DF 3.50"
2 - Beveled Plate - DF 3.50"
• Blocking Panels are assumed to carry no loads applied directly
0
Blocking
Blocking
Vertical Load
Location (Side)
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF
Member Reaction (lbs)
Load: Combination (Pattern)
817 @ 2 1/2" 6563 (3.50") Passed (12%) --
Shear (lbs)
1.0 D + 1.0 S (All Spans)
729 @ 10 3/8" 3002 Passed (24%) 1.15
Moment (Ft -lbs) 3118 @ 8' 1/2"
1.0 D + 1.0 S (AII Spans)
3128 Passed (100%) 1.15
Live Load Defl. (in) 0.692 @ 811/2" 0.826
1.0 D + 1.0 S (All Spans)
Passed (L/287) -
Total Load Defl. (in) 1.004 @ 8' 1/2" 1.101 Passed (L/197) -
1.0 D + 1.0 5 (All Spans)
1.0
• Deflection criteria: LL (L/240) and TL (L/180).
D + 1.0 S (All Spans)
• Top Edge Bracing (Lu): Top compression edge must be braced at 9" o/c unless detailed otherwise,
20.0
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 11" o/c unless detailed otherwise.
• A 15% increase in the moment capacity has been added to account for repetitive member usage.
35.0
• Applicable calculations are based on NDS.
Supports
Total
Bearing Length
Available Required
Dead
Loads to Supparts (lbs)
Roof Live Snow
Total
Accessories
1 - Beveled Plate - DF 3.50"
2 - Beveled Plate - DF 3.50"
• Blocking Panels are assumed to carry no loads applied directly
3.50" 1.50" 254 322 563 1139
3.50" 1.50" 254 322 563 1139
above them and the full load is applied to the member being designed.
Blocking
Blocking
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Roof Live
(non -snow: 1.25)
Snow
(1.15)
Comments
1 - Uniform (PSF)
0 to 16' 1"
24"
15.0
20.0
35.0
Default Load
'! E
Member Length : 17' 17/8"
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. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
SUSTAINABLE FORESRY INITIATIVE
a'eyerhaeuser 1
ForteWEB Software Operator I Job Notes
Chris Preston 9/6/2019 2:57:41 PM UTC
BMC
(208) 656-9590 ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
chris.preston@buildwithbmc.com
File Name: Givens