REVIEWED BLD-BLD2021-0408+Structural_Analysis_or_Calculations+3.19.2021_2.10.59_PM+2102253BTL REVIEWED
BY
I:N(ANIAI RING, CITY OF EDMONDS
BUILDING DEPARTMENT
19011 Wood-Sno Road NE, Suite 100
Woodinville, WA 98072-4436
Phone: (425) 814-8448
Fax: (425) 821-2120
Structural Calculations
For
West Remodel
215t'' Street SW
Edmonds, WA 98020
February 12, 2021
Prepared by
Ryan Hartman
Dane Pollett
RECEIVED
Mar 25 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
rFIL 19011 Wood-Sno Road NE, Suite 100
Woodinville, WA 98072-4436
Phone: 425-814-8448
E NGI UEE RIN G Fax: 425-821-2120
Project: West Remodel
Project Number: Fitch & Co.
Code:
IBC 2018
Occupancy Category II
Soil Bearing:
1500-psf Allowable Soil Bearing Pressure
Concrete:
2500-psi Concrete Strength
Higher strength may be used, but special inspection and testing reports not req'd
Nails:
Sheathing 8d common (2'/z" x 0.131")
Framing 12d box (3'/4' x 0.131")
Roof Framing:
Snow Load
Ground Snow, Pg
25 psf
Exposure factor, Ce
1.0
Thermal Factor, Ct
1.1
Flat Roof Snow, Pf (0.7 Ce Ct I Pg)
19 psf
Use Snow Load
25 psf
Attic (where accessible)
10 psf
Dead Load
Roofing - Composition Shingles
4.0 psf
Sheathing - 7/16 OSB
2.2 psf
Framing - 2x6 Rafter + C.J @ 24"oc
2.5 psf
Insulation - Batt.
1.0 psf
Ceiling - 5/8 GWB
2.8 psf
Misc.
2.5 psf
Total
15 psf
Deflection
L/360 Live Load, L/240 Total Load
Wall Framing:
Dead Load
Exterior 2x Stud Walls
10 psf
Interior 2x Stud Walls
8 psf
Date: 1 /7/2021
Page: 1
INS
VnON
��EMEIINE-M-01
o
2 z
L.L _6
14- O
°z
O
COI
o
2 z
L.L _6
14- O
°z
O
COI
a" O R T CM MEMBER REPORT PASSED
Ceiling, RJ-01
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Overall Length: 13
IL
t 14 3' L
0 0
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
Load: Combination (Pattern)
Member Reaction (Ibs)
215 @ 3 1/2"
1406 (1.50")
Passed (15%)
1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
201 @ 9"
1238
Passed (16%)
1.25
1.0 D + 1.0 Lr (All Spans)
Moment (Ft-Ibs)
770 @ 7' 5 1/2"
1060
Passed (73%)
1.25
1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.571 @ 75 1/2"
0.717
Passed (L/301)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.856 @ 75 1/2"
1 0.956
1 Passed (L/201)
1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/240) and TL (L/180).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• A 15% increase in the moment capacity has been added to account for repetitive member usage.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Roof Live
Total
1 - Hanger on 5 1/2" SPF beam
3.50"
Hangers
1.50"
75
149
224
See note 1
2 - Stud wall - SPF
5.50"
5.50"
1 1.50"
75
151
226
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
9' 4" o/c
Bottom Edge (Lu)
14' 9" o/c
-Maximum allowable bracing intervals based on applied load.
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0/12
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1- Face Mount Hanger
LU26
1.50"
N/A
6-10dx1.5
4-10dx1.5
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Roof Live
(non -snow: 1.25)
Comments
1 - Uniform (PSF)
0 to 15'
24"
5.0
10.0
Default Load
Weyerhaeuser Notes
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
ForteWEB Software operator
12/30/2020 5:52:08 PM UTC
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
Weyerhaeuser File Name: West
Page 3
Job Notes
Dane Pollett
BTL Engineering
(360) 707-1687
dane.pollett@btleng.net
a" O R T CM MEMBER REPORT PASSED
Ceiling, RB-01
1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam
Overall Length: la' a 1/2"
L 13 6
11 ❑2
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
Load: Combination (Pattern)
Member Reaction (Ibs)
1119 @ 1 3/4"
3413 (1.50")
Passed (33%)
1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
990 @ 10 3/4"
6956
Passed (14%)
1.25
1.0 D + 1.0 Lr (All Spans)
Pos Moment (Ft-Ibs)
3636 @ 6' 7 3/4"
11813
Passed (31%)
1.25
1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.193 @ 6' 7 3/4"
0.650
Passed (L/808)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
1 0.289 @ 6' 7 3/4"
1 0.867
1 Passed (L/540)
1
1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/240) and TL (L/180).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 13'.
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Roof Live
Total
1 - Hanger on 9" LSL beam
1.75"
Hanger'
1.50"
378
764
1142
See note'
2 - Hanger on 9" LSL beam
1.75"
Hanger'
1.50"
378
764
1142
See note'
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
13' o/c
Bottom Edge (Lu)
13' o/c
-Maximum allowable bracing intervals based on applied load.
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0/12
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1 - Face Mount Hanger
Connector not found
N/A
N/A
N/A
N/A
2 - Face Mount Hanger
Connector not found
N/A
N/A
N/A
N/A
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Roof Live
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
1 3/4" to 13' 1 3/4"
N/A
7.7
1 - Uniform (PSF)
0 to 13' 3 1/2" (Front)
11' 6"
4.3
10.0
Default Load
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Dane Pollett
BTL Engineering
(360) 707-1687
dane.pollett@btleng.net
1/8/2021 1:19:52 AM UTC
ForteWEB 0. 1, Engine: V8.1.5.1, Data: V8.0.1.0
Weyerhaeuser Page 4 File Name: West
Paget/6
a FORTE"M3
MEMBER REPORT
Ceiling, RB-02
1 piece(s) 1 3/4" x 14" 1.55E TimberStrand® LSL
PASSED
d
0
Overall Length: 23' 2"
22' 3'.
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Y
0
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
981 @ 4"
3161 (4.25")
Passed (31%)
1.0 D + 0.75 L + 0.75 Lr (All Spans)
Shear (Ibs)
969 @ 11 5/16"
3285
Passed (30%)
1.25
1.0 D + 0.75 L + 0.75 Lr (All Spans)
Moment (Ft-Ibs)
6974 @ 8' 6"
13650
Passed (51%)
1.25
1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.502 @ 10' 11 13/16"
0.563
Passed (L/538)
1.0 D + 0.75 L + 0.75 Lr (All Spans)
Total Load Defl. (in)
0.908 @ 11' 7/16"
1.125
Passed (L/297)
1.0 D + 0.75 L + 0.75 Lr (All Spans)
• Deflection criteria: LL (L/480) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Roof Live
Total
1 - Stud wall - SPF
5.50"
4.25"
1.50"
444
232
487
1163
1 1/4" Rim Board
2 - Stud wall - SPF
5.50"
4.25"
1.50"
341
232
277
850
1 1/4" Rim Board
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
54" o/c
Bottom Edge (Lu)
23' o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Floor Live
Roof Live
Vertical Loads
Location (Side)
Tributary Width
(0.90)
(1.00)
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
1 1/4" to 23' 3/4"
N/A
7.7
1 - Uniform (PSF)
0 to 23' 2" (Front)
2'
5.0
10.0
-
Ceiling
2 - Point (lb)
8' 6" (Front)
N/A
378
764
Linked from: RB-01,
Support 2
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Tapered End
Heel Height
Cut Length
Cut Slope
Location
Shear (Ibs)
Comments
Actual
Allowed
Result
Left End
4 3/4"
3' 1"
3/12
10 1/16"
969
3285
Passed (30%)
Right End
4 3/4"
3' 1"
3/12
22' 1 7/16"
-708
3285
Passed (22%)
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Dane Pollett
BTL Engineering
(360) 707-1687
dane.pollett@btleng.net
1/8/2021 1:19:52 AM UTC
ForteWEB 0.1, Engine: V8.1.5.1, Data: V8.0.1.0
Weyerhaeuser Page 5 File Name: West
Page 3/6
a FORTE"M3
MEMBER REPORT
Ceiling, RB-03
1 piece(s) 3 1/2" x 14" 2.2E Parallam@ PSL
PASSED
d
0
Overall Length: 23' 2"
22' 3'.
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Y
0
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
2244 @ 4"
6322 (4.25")
Passed (36%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
2236 @ 11 5/16"
5654
Passed (40%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
18149 @ 9'
31236
Passed (58%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl.(in)
0.430 @ 11'6 1/4"
0.750
Passed (L/628)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.917 @ 11' 4 15/16"
1.125
Passed (L/294)
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Roof Live
Snow
Total
1 - Stud wall - SPF
5.50"
4.25"
1.51"
1280
232
780
966
3258
1 1/4" Rim Board
2 - Stud wall - SPF
5.50"
4.25"
1.50"
1079
232
444
910
2665
1 1/4" Rim Board
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
23' o/c
Bottom Edge (Lu)
23' o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Floor Live
Roof Live
Snow
Vertical Loads
Location (Side)
Tributary Width
(0.90)
(1.00)
(non -snow: 1.25)
(1.15)
Comments
0 - Self Weight (PLF)
1 1/4" to 23' 3/4"
N/A
15.3
1 - Uniform (PSF)
0 to 23' 2" (Front)
2'
5.0
10.0
-
Ceiling
2 - Point (lb)
8' 6" (Front)
N/A
378
-
764
Linked from: RB-01,
Support 2
3 - Point (lb)
9' (Front)
N/A
586
-
938
Linked from: Hip,
Support 2
4 - Point (lb)
13' 6" (Front)
N/A
586
938
Linked from: Hip,
Support 2
5 - Point (lb)
8' 6" (Front)
N/A
226
460
-
Linked from: RB-05,
Support 2
Tapered End
Heel Height
Cut Length
Cut Slope
Location
Shear (Ibs)
Comments
Actual
Allowed
Result
Left End
4 3/4"
3' 1"
3/12
10 1/16"
2236
5654
Passed (40%)
Right End
4 3/4"
3' 1"
3/12
22' 1 7/16"
-1980
5654
Passed (35%)
ForteWEB Software Operator
Job Notes
Dane Pollett
BTL Engineering
(360) 707-1687
dane.pollett@btleng.net
2/10/2021 8:29:17 PM UTC
ForteWEB 0. 1, Engine: V8.1.5.1, Data: V8.0.1.0
Weyerhaeuser File Name: West
Page 6 Page 2 / 5
a" O R T CM MEMBER REPORT PASSED
Ceiling, RB-04
1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam
Overall Length: 10' 6'
PWP
10'
Ivl
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
❑2
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
3311 @ 10' 4 1/2"
6825 (3.00")
Passed (49%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
2843 @ 9' 6"
6400
Passed (44%)
1.15
1.0 D + 1.0 S (All Spans)
Pos Moment (Ft-Ibs)
6929 @ 7' 7 1/4"
10868
Passed (64%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.176 @ 5' 6"
0.342
Passed (L/699)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.325 @ 5' 6 3/8"
1 0.512
1 Passed (L/379)
1
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 10' 3".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable calculations are based on NDS.
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Roof Live
Snow
Total
1 - Trimmer - SPF
3.00"
3.00"
1.50"
817
59
114
1067
2057
None
2 - Trimmer - SPF
3.00"
3.00"
1.50"
1515
173
330
1796
3814
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
10' 6" o/c
Bottom Edge (Lu)
10' 6" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Roof Live
(non -snow: 1.25)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 10' 6"
N/A
7.7
--
--
--
1 - Uniform (PSF)
T 9" to 10' 6"
11' 6"
15.0
25.0
Default Load
2 - Uniform (PSF)
0 to 7' 9"
6'
15.0
-
-
25.0
Default Load
3 - Point (lb)
7' 9"
N/A
1079
232
444
910
Linked from: RB-03,
Support 2
Notes
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
ForteWEB Software Operator
Job Notes
Dane Pollett
BTL Engineering
(360) 707-1687
dane.pollett@btleng.net
2/10/2021 8:29:17 PM UTC
ForteWEB 0. 1, Engine: V8.1.5.1, Data: V8.0.1.0
Weyerhaeuser File Name: West
Page 7 Page 4 / 5
a" O R T CM MEMBER REPORT PASSED
Ceiling, RB-05
1 piece(s) 4 x 6 Douglas Fir -Larch No. 2
Overall Length: 8' 1/2"
i
7' 9"
0 0
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
Load: Combination (Pattern)
Member Reaction (Ibs)
628 @ 7' 9"
3281 (1.50")
Passed (19%)
1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
550 @ 7' 3 1/2"
2888
Passed (19%)
1.25
1.0 D + 1.0 Lr (All Spans)
Moment (Ft-Ibs)
1164 @ 4' 1/2"
2151
Passed (54%)
1.25
1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.101 @ 4' 1/2"
0.185
Passed (L/883)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.148 @ 4' 1/2"
0.371
Passed (L/599)
1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/480) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Roof Live
Total
1 - Stud wall - SPF
5.50"
4.25"
1.50"
219
465
684
1 1/4" Rim Board
2 - Hanger on 5 1/2" SPF beam
3.50"
Hangers
1 1.50"
216
460
676
See note s
• Rim boaro is assumes to carry ail loaas appuea oirecay anove it, nypassmg the memner Ding aesignea.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Top Edge (Lu)
7' 8" o/c
Bottom Edge (Lu)
7' 8" o/c
-Maximum allowable bracing intervals based on applied load.
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
2- Face Mount Hanger
LUS46
2.00"
N/A
4-10dx1.5
4-10d
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Roof Live
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
1 1/4" to 7' 9"
N/A
4.9
1 - Uniform (PSF)
0 to 8' 1/2" (Front)
11' 6"
4.3
10.0
Ceiling
Weyerhaeuser Notes
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
,vww.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator
Job Notes
Dane Pollett
BTL Engineering
(360) 707-1687
dane.pollett@btleng.net
2/11/2021 1:12:32 AM UTC
ForteWEB 0. 1, Engine: V8.1.5.1, Data: V8.0.1.0
Weyerhaeuser Page 8 File Name: West
Page 1 / 1
TL 1901 l Wood-Sno Road NE, Suite 100
Woodinville, WA 98072-4436
Phone:425-814-8448
ENGINEERING Fax: 425-821-2120
E
No Ot Pnl c S TO �� bkj'C= VA'L AE-S fJ- rTA , SYSTEM c
A-,N O No M L A P ' O1;M P M ,
Project: West Remodel
FIG w-+-Cb
Project Number:
Client:
Designed By: OAP Date:
Scale: Page: 9