REVIEWED RESUB1 BLD2022-0687+Structural Calculations+6.29.2022_3.48.52_PM+2962515�Ii F JOB SUMMARY REPORT
SnoCo Residence (Eric)
Roof
Member Name
Results
Current Solution
Comments
(2)2x10 Check (1113-1) (GL 5.5 x
10.5)
Passed
1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam
Main Floor
Member Name
Results
Current Solution
Comments
(4)2x12 Check
Passed
4 piece(s) 2 x 12 DF No.2
W10x26
Passed
1 piece(s) W10X26 (A992) ASTM Steel
RESUB
Jun 29 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0687
REVIEWED
BY
CITY OF EDMONDS
ForteWEB Software Operator
Job Notes
Harrison Kliegl
L120 Engineering
(425) 636-3313
hkliegl@1120engineering.com
,yR T HWA
5 F3k 0y
NA1.
6/29/2022 10:27:35 PM UTC
ForteWEB v3.2
Weyerhaeuser File Name: SnoCo Residence (Eric)
Page 1 / 4
a FORTE"M3
MEMBER REPORT
Roof, (2)2x10 Check (RB-1) (GL 5.5 x 10.5)
1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam
PASSED
n
Overall Length: 15' 2 112'
14' 6"
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
3713 @ 15' 1"
10725 (3.00")
Passed (35%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
3156 @ P 4"
11733
Passed (27%)
1.15
1.0 D + 1.0 S (All Spans)
Pos Moment (Ft-Ibs)
13463 @ 7' 8 1/2"
22825
Passed (59%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl.(in)
0.362 @ 78 1/2"
0.492
Passed (L/488)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.552 @ 78 1/2"
0.738
Passed (L/321)
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 14' 9".
• 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 Nos.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Snow
Total
1 - Trimmer - HF
5.50"
5.50"
1.50"
1311
2505
3816
None
2 - Trimmer - HF
3.00"
3.00"
1.50"
1275
2438
3713
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
End Bearing Points
Bottom Edge (Lu)
End Bearing Points
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 15' 2 1/2"
N/A
14.0
1 - Uniform (PSF)
0 to 15' 2 1/2" (Top)
13'
12.0
25.0
Roof Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : Aso
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
Harrison Kliegl
L120 Engineering
(425) 636-3313
hkliegl@1120engineering.com
6/29/2022 10:27:35 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: SnoCo Residence (Eric)
Paget/4
a" O R T CM MEMBER REPORT PASSED
Roof, (4)2x12 Check
4 piece(s) 2 x 12 DF No.2
Overall Length: 7' 11 112"
n
7 L
1❑ 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)
3206 @ 8"
5625 (1.50")
Passed (57%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
3178 @ 1' 7 1/4"
9315
Passed (34%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
4248 @ 2'
10916
Passed (39%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.016 @ 3' 9 9/16"
0.178
Passed (L/999+)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.025 @ 3' 9 15/16"
0.356
Passed (L/999+)
1.0 D + 1.0 S (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 Nos.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Snow
Total
1 - Hanger on Single 2X HF plate
8.00"
Hanger'
1.50"
1177
169
2036
3382
See note'
2 - Stud wall - HF
3.50"
3.50"
1 1.50"
354
149
469
972
Blocking
• ClocKmg Panels are assumes to Carry no loads appnea Olrecby above tnem ano the run loan Is appneo to the member being aeslgnea.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ' See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
7' 4" o/c
Bottom Edge (Lu)
7' 4" o/c
-Maximum allowable bracing intervals based on applied load.
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : Aso
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1 - Top 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.
Dead
Floor Live
Snow
Vertical Loads
Location (Side)
Tributary Width
(0.90)
(1.00)
(1.15)
Comments
0 - Self Weight (PLF)
8" to 7' 11 1/2"
N/A
17.1
1 - Uniform (PSF)
0 to 7' 11 1/2" (Front)
1'
12.0
40.0
-
Floor Load
Linked from: (2)
2 - Point (lb)
2' (Top)
N/A
1311
-
2505
2x10 Check (GL
5.5 x 10.5), Support
1
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
Harrison Kliegl
L120 Engineering
(425) 636-3313
hkliegl@1120engineering.com
6/29/2022 10:27:35 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: SnoCo Residence (Eric)
Page 3/4
a" O R T CM MEMBER REPORT PASSED
Roof, W 10x26
1 piece(s) W10X26 (A992) ASTM Steel
Overall Length: 15' 6"
U 15' L
1I ❑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)
4871 @ 1 1/2"
12550 (3.00")
Passed (39%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (Ibs)
4770 @ Y
53560
Passed (9%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-Ibs)
21350 @ 6'
47239
Passed (45%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)
0.126 @ 7' 6 5/8"
0.508
Passed (L/999+)
1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)
1 0.198 @ 7' 6 7/16"
1 0.762
1 Passed (L/924)
1.0 D + 0.75 L + 0.75 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Applicable calculations are based on ANSI/AISC 360-16.
• A lateral -torsional buckling factor (Cb) of 1.0 has been assumed.
Supports
Bearing Length
Loads to Supports (Ibs)
aa�off
Accessories
Total
Available
Required
Dead
Floor Live
Snow
Total
1 - Trimmer - HF
3.00"
3.00"
3.00"
1762
2894
1252
5908
None
2 - Trimmer - HF
3.00"
3.00"
1 3.00"
1492
2855
784
5131
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
End Bearing Points
Bottom Edge (Lu)
End Bearing Points
Dead
Floor Live
Snow
Vertical Loads
Location (Side)
Tributary Width
(0.90)
(1.00)
(1.15)
Comments
0 - Self Weight (PLF)
0 to 15' 6"
N/A
26.0
1 - Uniform (PSF)
0 to 15' 6"
9'
12.0
40.0
-
Default Load
Linked from: (4)
2 - Point (lb)
6'
N/A
1177
169
2036
2x12 Check,
Support 1
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
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
Harrison Kliegl
L120 Engineering
(425) 636-3313
hkliegl@1120engineering.com
6/29/2022 10:27:35 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: SnoCo Residence (Eric)
Page 4/4