REV1 REVIEWED BLD2023-0027+Structural_Calculations+7.13.2023_1.38.41_PM+3664131
Linda Mackin
Hill Addition
633 Alder St
Edmonds, WA 98020
7/12/2023
RESUB
Jul 13 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISION
Jul 13 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0027
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
15' rear setback
5'
s
i
d
e
s
e
t
b
a
c
k
5'
s
i
d
e
s
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b
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76.13'
10
9
.
7
4
'
ALLEY
EXISTING BASEMENT
NO CHANGE
EXISTING DECK
NO CHANGE
EXISTING STAIRS TO
BASEMENT
NO CHANGE
EXISTING
CRAWLSPACE
NO CHANGE
EXISTING STOOP
NO CHANGE
EXISTING PAVEMENT
NO CHANGE
NEW
CRAWLSPACE
EXISTING GARAGE
SLAB
NO CHANGE
REVISE AND IMPROVE
EXISTING
CRAWLSPACE
7'
-
7
"
13'12'-11"
9-1/2" TJI 110 @ 16" O.C.9-1/2" TJI 110 @ 16" O.C.
NEW 4" SLAB ON GRADE
NEWEXISTING
#4 x 2'-0" EPOXY
DOWEL SPACE TO
MATCH HORIZ.
REINF. TO
EXISTING FOUNDATION.
4" MIN. EMBED
HDU4
#4 x 2'-0" EPOXY
DOWEL SPACE TO
MATCH HORIZ.
REINF. TO
EXISTING FOUNDATION.
4" MIN. EMBED
6
x
1
0
D
F
6x6
6
x
1
0
D
F
6x6
7'
-
8
"
7'
-
8
"
6'
-
9
"
6x6
6
x
1
0
D
F
6
x
1
0
D
F
4 x 10
4 x 10
NEW
EXISTING
6x6
4
x
1
0
4 x 10
4 x 10
9-1/2" TJI 110
@ 16" O.C.
9-1/2" TJI 110
@ 16" O.C.
vent
ve
n
t
ve
n
t
area = 944.9 sf
944.9/150=6.3 sf
6.3x144=907.104 s.i. ventilation req'd
existing vents = 73 s.i. x 10 = 730 s.i.
907.105 - 730 = 177.104 s.i.
new vents = 73 s.i. x 3 = 219 s.i.
ve
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t
ve
n
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ve
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ve
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ve
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ve
n
t
ve
n
t
ve
n
t
ve
n
t
VA
R
I
E
S
VA
R
I
E
S
washer/dryer
ve
n
t
OUTLINE OF
EXISTING STEM
HDU2
HDU2
HDU2
SSK-H
SSK-A
SSK-F
SSK-G
SSK-E
HDU2
HDU2
9-1/2" TJI 110
@ 16" O.C.
3-1/2 x 9-1/2 LSL FB
6X6 W/ MIN
24" SQUARE FTG
6X6 W/ MIN
24" SQUARE FTG
SSK-P
12'-5"
31
'
-
4
"
8"
17
'
-
2
"
6"
5'
-
5
"
26'-8"
4'-8"6'-2"2'-11"13'
1'
-
8
"
5'
-
9
"
2'
-
7
"
7'
-
5
"
7'
-
1
"
8"
27
'
-
8
"
4'
-
9
"
8"
2'
-
1
0
"
4'
-
7
"
19
'
-
5
"
3"
6'
-
6
"
4'
-
1
"
5'
-
1
"
5'
-
7
"
8"
6'
-
4
"
11"
2'-5"2'-7"7"
4'-1"5'-9"1'-10"14'-3"
4'-1"3'5'-9"12'-7"
SSK-O
6
x
1
0
b
e
a
m
4 x 10
LUS48 HANGER
2'
4'
-
1
1
"
7'
-
2
"
17
'
-
1
1
"
2'
-
7
"
14
'
-
1
1
"
3'-7"
min.24" square
min.24" square
min.24" square
min.24" square
24" x 34" min.
REMOVE UNDERMINED STEM 2'-10"
PROPOSED - FOUNDATION PLAN
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4319 @ 2"7796 (3.50")Passed (55%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2789 @ 1' 1"5922 Passed (47%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6215 @ 3' 4"9307 Passed (67%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.046 @ 3' 4"0.158 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.075 @ 3' 4"0.317 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) 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.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Factored Accessories
1 - Stud wall - HF 3.50"3.50"1.94"1632 2500 1083 4319 Blocking
2 - Stud wall - HF 3.50"3.50"1.94"1632 2500 1083 4319 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 8" o/c
Bottom Edge (Lu)6' 8" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 8"N/A 13.2 ----
1 - Uniform (PSF)0 to 6' 8" (Front)18' 9"15.0 40.0 -Floor Load
2 - Uniform (PSF)0 to 6' 8" (Front)13'15.0 -25.0 Roof Load
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
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Crawlspace, 6x10 FB
1 piece(s) 6 x 10 DF No.1
ForteWEB Software Operator Job Notes 7/13/2023 5:26:06 PM UTC
Drew Carpenter
Bykonen Carter Quinn
(360) 633-5541
dc@bcq-se.com
ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1
File Name: Hill Residence
Page 2 / 4
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)825 @ 2"4961 (3.50")Passed (17%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)679 @ 1' 3/4"3723 Passed (18%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)2341 @ 6'4879 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.107 @ 6'0.292 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.191 @ 6'0.583 Passed (L/733)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•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.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Factored Accessories
1 - Stud wall - HF 3.50"3.50"1.50"364 240 375 825 Blocking
2 - Stud wall - HF 3.50"3.50"1.50"364 240 375 825 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' o/c
Bottom Edge (Lu)12' o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12'N/A 8.2 ----
1 - Uniform (PSF)0 to 12' (Front)1'15.0 40.0 -Floor Load
2 - Uniform (PSF)0 to 12' (Front)2' 6"15.0 -25.0 Roof Load
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
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Crawlspace, 4x10 Roof Bearing
1 piece(s) 4 x 10 HF No.2
ForteWEB Software Operator Job Notes 7/13/2023 5:26:06 PM UTC
Drew Carpenter
Bykonen Carter Quinn
(360) 633-5541
dc@bcq-se.com
ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1
File Name: Hill Residence
Page 3 / 4
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)405 @ 2"4961 (3.50")Passed (8%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)101 @ 1' 3/4"3238 Passed (3%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)223 @ 1' 5"4242 Passed (5%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.001 @ 1' 5"0.063 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.001 @ 1' 5"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•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.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Factored Accessories
1 - Stud wall - HF 3.50"3.50"1.50"150 255 71 405 Blocking
2 - Stud wall - HF 3.50"3.50"1.50"150 255 71 405 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 10" o/c
Bottom Edge (Lu)2' 10" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 10"N/A 8.2 ----
1 - Uniform (PSF)0 to 2' 10" (Front)4' 6"15.0 40.0 -Floor Load
2 - Uniform (PSF)0 to 2' 10" (Front)2'15.0 -25.0 Roof Load
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
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Crawlspace, 4x10 Floor Bearing
1 piece(s) 4 x 10 HF No.2
ForteWEB Software Operator Job Notes 7/13/2023 5:26:06 PM UTC
Drew Carpenter
Bykonen Carter Quinn
(360) 633-5541
dc@bcq-se.com
ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1
File Name: Hill Residence
Page 4 / 4