REVIEWED BLD2022-0335+Calculations+3.17.2022_12.23.36_AM+2742963Harriott Valentine Engineers Inc.
STRUCTURAL CALCULATIONS
Project:
Everett Deck
8721 182nd PL SW
Edmonds, WA 98026
Architect:
1-12D Architecture + Design
23020 Edmonds Way #113
Edmonds, WA 98020
tel. (206) 542-3734
Structural Engineer:
Harriott Valentine Engineers, Inc.
1932 First Avenue, Suite 720
Seattle, WA 98101
tel. 206-624-4760
1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel. 206-624-4760 1 fax 447-6971
BLD2022-0335
.,.,.,.,.,.,.,................................
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
RECEIVED
Mar 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2022-03-08
Page of
Harriott Valentine Engineers Inc.
CRITERIA
Gravity
deck 2x10 @ 16 2.8 live residential 60.0 psf
IPE decking 4.5
miscellaneous 2.7 37%
10.0 psf
total
dead+live 70.0 psf
1932 First Avenue, Suite 720
Seattle, Washington 98101-2447 2022-03-08
tel 206-624-4760 1 fax 447-6971 Page of
6x6 (PT) TYP. @ DECK
4 UNO
4 6x10 (PT) BEVELED
D10 D11 SEE 12/S3.0
—
--- — — — —— -- — ——
D13 I I D14
-all m s
I I 2x10 PT 2x10 PT
® 16"oc o ®16"oc RF4TFo F9
X
D3 D3 , \
ID7 I I D
2x10 PT — 1 P FB 2 SPAN -CONT. — Q0 (PT,—FB) \
916"oc I — —Z --- -- ---
I II o
D2 C-)
II Q
l— DECKING PER ARCH'L� IDs I I `V
/ 1 1 1 m D5
I A I II o II
18A
❑ 9 1 ❑
I I ixiO PT 2x10 P
I I6 16"oc"0 16"oc
II
II
1 1D1 I I D1
I II II
II 111 II
I I 3.0 I I
NO WORK AT INTERIOR
X
W
6x10 (PT) BEVELED
SEE 12/S3.0
Q I (2) 2x12 (PT, STRINGER)
cn a I�
N II
I I `�
D5
I I i D4 (2) 2x12 (PT, STRINGER)
o
' 2x10 PT
ID 1 @ 16"oc 1 (2) 2x12 (PT, STRINGER)
II II
II II
II II
II II
EXISTING 6" CONCRETE STEM
WALL W/16" CONCRETE FOOTING.
VERIFY AND REPORT TO
STRUCTURAL E.O.R. PRIOR
TO CONSTRUCTION.
(2) 2x12 (PT, STRINGER)
Ex.
@16oc
� JOB SUMMARY REPORT
.alFORTEEverett Additional Services
DECK
Member Name
Results
Current Solution
Comments
D1 - DECK JOISTS
Passed
1 piece(s) 2 x 10 HF No.2 @ 16" OC
D2 - DECK JOISTS
Passed
1 piece(s) 2 x 10 HF No.2 @ 16" OC
D3 - DECK JOISTS
Passed
1 piece(s) 2 x 10 DF No.1 @ 12" OC
D4 - DECK BEAM
Passed
1 piece(s) 4 x 10 DF No.1
DS - DECK BEAM
Passed
1 piece(s) 4 x 10 DF No.1
D6 - DECK BEAM
Passed
1 piece(s) 4 x 10 DF No.1
D7 - DECK BEAM
Passed
1 piece(s) 5 1/2" x 9 1/2" 24F-V4 DF Glulam
D8 - DECK BEAM
Passed
1 piece(s) 4 x 10 DF No.1
D12 - DECK BEAM
Passed
1 piece(s) 6 x 10 DF No.1
D13 - DECK BEAM
Passed
1 piece(s) 6 x 10 DF No.1
D14 - DECK BEAM
Passed
1 piece(s) 6 x 10 DF No.1
ForteWEB Software Operator
Job Notes
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
tfisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB v3.2
Weyerhaeuser File Name: Everett Additional Services
Page 1 / 12
a" O R T CM MEMBER REPORT PASSED
DECK, D1 - DECK JOISTS
1 piece(s) 2 x 10 HF No.2 @ 16" OC
Overall Length: 6' 10'
6' 10"
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)
329 @ 4 1/2"
2430 (4.00")
Passed (14%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
219 @ 1' 2 3/4"
1388
Passed (16%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
463 @ 3' 5"
1917
Passed (24%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.019 @ 3' 5"
0.203
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.024 @ 3' 5"
0.304
1 Passed (L/999+)
1.0 D + 1.0 L (All Spans)
TJ-Pro'"" Rating
N/A
N/A
I N/A
N/A
• Deflection criteria: LL (L/360) and TL (L/240).
• 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.
• No composite action between deck and joist was considered in analysis.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Stud wall - HF
5.50"
4.00"
1.50"
68
273
341
1 1/2" Rim Board
2 - Stud wall - HF
5.50"
4.00"
1 1.50"
68
273
341
1 1/2" Rim Board
• Kim boara is assumea to carry au ioaas appuea airectry aoove it, Dypassing me memoer Demg aesignea.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
6' 7" o/c
Bottom Edge (Lu)
6' 7" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Floor Live
(1.00)
Comments
1 - Uniform (PSF)
0 to 6' 10"
16"
15.0
60.0
DECK
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
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 -parry 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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 2 / 12
a" O R T CM MEMBER REPORT PASSED
DECK, D2 - DECK JOISTS
1 piece(s) 2 x 10 HF No.2 @ 16" OC
Overall Length: I I -,
IL A
1
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)
538 @ 5 1/2"
911 (1.50")
Passed (59%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
460 @ 1' 2 3/4"
1388
Passed (33%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
1445 @ 5' 10"
1917
Passed (75%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.187 @ 5' 10"
0.358
Passed (L/690)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.234 @ 5' 10"
1 0.538
1 Passed (L/552)
1
1.0 D + 1.0 L (All Spans)
TJ-Pro'"" Rating
N/A
I N/A
I N/A
I
N/A
• Deflection criteria: LL (L/360) and TL (L/240).
• 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.
• No composite action between deck and joist was considered in analysis.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Hanger on 9 1/4" PSL beam
5.50"
Hanger'
1.50"
117
467
584
See note'
2 - Hanger on 9 1/4" PSL beam
5.50"
Hanger'
1 1.50"
117
467
584
See note'
• Hr nanger supports, me I ocai bearing aimension Is equal co me wiarn or the marerial mar Is suppomng cne ranger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
6' 1" o/c
Bottom Edge (Lu)
10' 9" o/c
-Maximum allowable bracing intervals based on applied load.
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1- Face Mount Hanger
LU28
1.50"
N/A
8-10dx1.5
6-10dx1.5
2 - Face Mount Hanger
LU28
1.50"
N/A
8-10dx1.5
6-10dx1.5
• Reter to manufacturer notes and instructions for proper installation and use or all connectors.
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Floor Live
(1.00)
Comments
1 - Uniform (PSF)
0 to 11' 8"
16"
15.0
60.0
DECK
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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 3 / 12
a FORTE"M3
MEMBER REPORT
DECK, D3 - DECK JOISTS
1 piece(s) 2 x 10 DF No.1 @ 12" OC
PASSED
Overall Length: 14'
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)
516 @ 4 1/2"
2430 (4.00")
Passed (21%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
433 @ 1' 2 3/4"
1665
Passed (26%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
1646 @ 7'
2255
Passed (73%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.247 @ 7'
0.442
Passed (L/643)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.309 @ 7'
0.663
1 Passed (L/514)
1
1.0 D + 1.0 L (All Spans)
TJ-Pro'"" Rating
N/A
N/A
I N/A
I
N/A
• Deflection criteria: LL (L/360) and TL (L/240).
• 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.
• No composite action between deck and joist was considered in analysis.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Stud wall - HF
5.50"
4.00"
1.50"
105
420
525
1 1/2" Rim Board
2 - Stud wall - HF
5.50"
4.00"
1 1.50"
105
420
525
1 1/2" Rim Board
• Kim boara is assumea to carry au ioaas appuea airectry aoove it, Dypassing me memoer Demg aesignea.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
7' 5" o/c
Bottom Edge (Lu)
13' 9" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Floor Live
(1.00)
Comments
1 - Uniform (PSF)
0 to 14'
12"
15.0
60.0
DECK
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
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 -parry 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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 4 / 12
a FORTE"M3
MEMBER REPORT
DECK, D4 - DECK BEAM
1 piece(s) 4 x 10 DF No.1
Overall Length: 1 10 9/16"
1 I 1
6' 11 114" L 6' 11 114"
0 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)
2180 @ 6' 11 1/4"
5206 (3.50")
Passed (42%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
848 @ 7' 10 1/4"
3885
Passed (22%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
-1440 @ 6' 11 1/4"
4991
Passed (29%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.016 @ T 5 3/8"
0.220
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.018 @ T 4 11/16"
0.330
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) 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
Floor Live
Total
1 - Column - DF
5.50"
5.50"
1.50"
166
660/-85
826/-85
None
2 - Stud wall - SPF
3.50"
3.50"
1.50"
489
1691
2180
None
3 - Column - DF
5.50"
5.50"
1.50"
166
660/-85
826/-85
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
13' 11" o/c
Bottom Edge (Lu)
13' 11" o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Floor Live
Vertical Loads
Location (Side)
Tributary Width
(0.90)
(1.00)
Comments
0 - Self Weight (PLF)
0 to 13' 10 9/16"
N/A
8.2
Linked from: D1 -
1 - Uniform (PLF)
0 to 13' 10 9/16" (Front)
N/A
51.0
204.8
DECK JOISTS,
Support 1
PASSED
System : Floor
Member Type : Flush 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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 5 / 12
a FORTE"M3
MEMBER REPORT
DECK, D5 - DECK BEAM
1 piece(s) 4 x 10 DF No.1
Overall Length: 1 10 9/16"
1 I 1
6' 11 1/4" L 6' 11 1/4"
0 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)
4292 @ 6' 11 1/4"
5206 (3.50")
Passed (82%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
1670 @ 7' 10 1/4"
3885
Passed (43%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
-2835 @ 6' 11 1/4"
4991
Passed (57%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.031 @ T 5 3/8"
0.220
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.036 @ T 4 3/4"
0.330
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Applicable calculations are based on NDS.
Bearing Length
Loads to Supports (Ibs)
Total
Available
Required
Dead
Floor Live
Total
Supports
Accessories
1 - Column - DF
5.50"
5.50"
1.50"
310
1320/-169
1669/
None
2 - Stud wall - SPF
3.50"
3.50"
2.89"
910
3382
4292
None
3 -Column - DF
5.50"
5.50"
1.50"
310
1320/-169
1169/
None
1
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
13' 11" o/c
Bottom Edge (Lu)
13' 11" o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Floor Live
Vertical Loads
Location (Side)
Tributary Width
(0.90)
(1.00)
Comments
0 - Self Weight (PLF)
0 to 13' 10 9/16"
N/A
8.2
--
Linked from: D1 -
1 - Uniform (PLF)
0 to 13' 10 9/16" (Front)
N/A
51.0
204.8
DECK JOISTS,
Support 1
Linked from: D1 -
2 - Uniform (PLF)
0 to 13' 10 9/16" (Front)
N/A
51.0
204.8
DECK JOISTS,
Support 2
PASSED
System : Floor
Member Type : Flush 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 IOC -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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 6 / 12
a FORTE"M3
MEMBER REPORT
DECK, D6 - DECK BEAM
1 piece(s) 4 x 10 DF No.1
Overall Length: 1 10 9/16"
1
6' 11 1/4"
1
L
1
6' 11 1/4"
0
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)
5797 @ 6' 11 1/4"
8181 (5.50")
Passed (71%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
2197 @ 7' 11 1/4"
3885
Passed (57%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
-3830 @ 6' 11 1/4"
4991
Passed (77%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.043 @ T 5 3/8"
0.220
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.049 @ T 4 3/4"
0.330
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Applicable calculations are based on NDS.
Bearing Length
Loads to Supports (Ibs)
Total
Available
Required
Dead
Floor Live
Total
Supports
Accessories
1 - Column - DF
5.50"
5.50"
1.50"
413
1789/-229
2222
None
2 - Stud wall - SPF
5.50"
5.50"
3.90"
1214
4583
5797
None
3 -Column - DF
5.50"
5.50"
1.50"
413
1789/-229
2229
None
1
Lateral Bracing
Bracing Intervals
Comments ob
Top Edge (Lu)
13' 11" o/c
Bottom Edge (Lu)
13' 11" o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Floor Live
Vertical Loads
Location (Side)
Tributary Width
(0.90)
(1.00)
Comments
0 - Self Weight (PLF)
0 to 13' 10 9/16"
N/A
8.2
--
Linked from: D1 -
1 - Uniform (PLF)
0 to 13' 10 9/16" (Front)
N/A
51.0
204.8
DECK JOISTS,
Support 1
Linked from: D2 -
2 - Uniform (PLF)
0 to 13' 10 9/16" (Front)
N/A
87.8
350.3
DECK JOISTS,
Support 2
PASSED
System : Floor
Member Type : Flush 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 IOC -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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 7 / 12
a" O R T CM MEMBER REPORT PASSED
DECK, D7 - DECK BEAM
1 piece(s) 5 1/2" x 9 1/2" 24F-V4 DF Glulam
Overall Length: 13
1
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)
2920 @ 5 1/2"
5363 (1.50")
Passed (54%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
2563 @ P 3"
9231
Passed (28%)
1.00
1.0 D + 1.0 L (All Spans)
Pos Moment (Ft-Ibs)
9460 @ 6' 11 1/4"
16546
Passed (57%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.314 @ 6' 11 1/4"
0.432
Passed (L/495)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.404 @ 6' 11 1/4"
1 0.648
1 Passed (L/385)
1
1.0 D + 1.0 L (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 = 12' 11 1/2".
• 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.
vp
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Hanger on 9 1/2" DF beam
5.50"
Hanger'
1.50"
691
2430
3121
See note'
2 - Column - DF
5.50"
5.50"
1.50"
684
2386
3070
None
• 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' 4" o/c
Bottom Edge (Lu)
13' 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 : ASD
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1- Face Mount Hanger
HUCQ610-SDS
3.00"
N/A
12-SDS25212
6-SDS25212
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead
Floor Live
Vertical Loads ,
Location (Side)
Tributary Width
(0.90)
(1.00)
Comments
0 - Self Weight (PLF)
5 1/2" to 13' 9"
N/A
12.7
--
Linked from: D2 -
1 - Uniform (PLF)
0 to 13' 9" (Front)
N/A
87.8
350.3
DECK JOISTS,
Support 1
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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 8 / 12
a FORTE'M3
MEMBER REPORT
DECK, D8 - DECK BEAM
1 piece(s) 4 x 10 DF No.1
PASSED
Overall Length: la' 3 5/8"
6' 7 13/16" 6' 7 13/16"
0 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)
1233 @ 6' 7 13/16"
5206 (3.50")
Passed (24%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
477 @ 76 13/16"
3885
Passed (12%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
-800 @ 6' 7 13/16"
4991
Passed (16%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.009 @ T 2 11/16"
0.216
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
1 0.010 @ T 2 1/16"
0.324
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) 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
Floor Live
Total
1 - Stud wall - SPF
3.50"
3.50"
1.50"
84
360/-49
444/-49
Blocking
2 - Stud wall - SPF
3.50"
3.50"
1.50"
261
973
1234
Blocking
3 - Stud wall - SPF
3.50"
3.50"
1.50"
84
360/-49
444/-49
Blocking
• 161ocKmg Panels are assumea to carry no ioaas appnea airecay aoove mem ano me run ioaa is appnea to the memoer Deing aesignea.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
13' 4" o/c
Bottom Edge (Lu)
13' 4" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 13' 3 5/8"
N/A
8.2
1 - Uniform (PSF)
0 to 13' 3 5/8" (Front)
2'
12.0
60.0
DECK
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 9 / 12
a FORTE"M3
MEMBER REPORT
DECK, D12 - DECK BEAM
1 piece(s) 6 x 10 DF No.1
PASSED
0
Overall Length: 15' 8 1/16'
15'81/16"
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)
2874 @ 4"
18906 (5.50")
Passed (15%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
2227 @ P 3"
5922
Passed (38%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
7927 @ 69 3/16"
9307
Passed (85%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.381 @ 76 13/16"
0.500
Passed (L/472)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.501 @ 7' 7"
0.750
Passed (L/360)
1.0 D + 1.0 L (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5.
• Applicable calculations are based on NDS.
Supports
IF
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Column - DF
5.50"
5.50"
1.50"
658
2216
2874
None
2 - Column - DF
5.50"
5.50"
1 1.50"
372
1073
1445
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
15' 8" o/c
Bottom Edge (Lu)
15' 8" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 15' 8 1/16"
N/A
13.2
1 - Tapered (PSF)
0 to 15' 8 1/16" (Front)
7' to 0
15.0
60.0
DECK
System : Floor
Member Type : Flush 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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 10 / 12
a FORTE'M3
MEMBER REPORT
DECK, D13 - DECK BEAM
1 piece(s) 6 x 10 DF No.1
PASSED
0
Overall Length: 6' 6'
6' 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)
2237 @ 4"
18906 (5.50")
Passed (12%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
1376 @ 1' 3"
5922
Passed (23%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
2927 @ 3' 3"
9307
Passed (31%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.022 @ 3' 3"
0.194
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.029 @ 3' 3"
0.292
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5.
• Applicable calculations are based on NDS.
Supports
IF
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Column - DF
5.50"
5.50"
1.50"
482
1755
2237
None
2 - Column - DF
5.50"
5.50"
1 1.50"
482
1755
2237
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
6' 6" o/c
Bottom Edge (Lu)
6' 6" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 6' 6"
N/A
13.2
1 - Uniform (PSF)
0 to 6' 6" (Front)
9'
15.0
60.0
DECK
System : Floor
Member Type : Flush 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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 11 / 12
a FORTE'M3
MEMBER REPORT
DECK, D14 - DECK BEAM
1 piece(s) 6 x 10 DF No.1
PASSED
0
Overall Length: 6' 6'
6' 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)
593 @ 6' 2"
18906 (5.50")
Passed (3%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
323 @ T 3"
5922
Passed (5%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
661 @ 3' 5 9/16"
9307
Passed (7%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.002 @ T 3 11/16"
0.194
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.006 @ T 3 5/8"
0.292
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5.
• Applicable calculations are based on NDS.
Supports
IF
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Column - DF
5.50"
5.50"
1.50"
298
114
412
None
2 - Column - DF
5.50"
5.50"
1 1.50"
423
170
593
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
6' 6" o/c
Bottom Edge (Lu)
6' 6" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 6' 6"
N/A
13.2
1 - Tapered (PSF)
0 to 6' 6" (Front)
3' to 10'
15.0
6.7
DECK
System : Floor
Member Type : Flush 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
Todd Fisher
Harriott Valentine Engineers
(206) 624-4760
trisher@harriottvalentine.com
3/8/2022 10:14:19 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Everett Additional Services
Page 12 / 12