REVIEWED BLD2022-0699+Calculations+5.27.2022_8.01.30_AM+2897420Smith Company
structural engineers
19011 Woodinville Snohomish Road NE, Suite 100
Woodinville, WA 98072..,.,...,.....,.,...............................
p: 206.407.6456 REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
RECEIVED
BLD2022-0699
BLD2022-0700
Jun 07 2022
BLD2022-0701
BLD2022-0702
CITY OF EDMONDS
BLD2022-0729
DEVELOPMENT SERV{eES
DEPARTMENT
BLD2022-0730
BLD2022-0731
BLD2022-0732
BLD2022-0733
BLD2022-0735
Hidden Meadows Condominiums Decks
Structural Calculations
Location: 8015 196t" St SW,
Edmonds, WA 98026
Client: DEPEW, Inc.
1834 SW 152nd St.
Burien, WA 98166
Steve Depew
Structural
Engineer:
Job#:
Date:
John Smith, P.E., S.E.
22-036
May 24, 2022
0
G.
8168 4
VAL ���� 22-0524
Smith Company
structural engineers
19011 Wood Sno Road NE, Suite 100
Woodinville, WA 98072
p: 206.407.6456
New peek B e a, ra (Fxter149r 4-x S)
4-
Tr)- 67 � 5ur 2,-7 rib
(:ro W, 'I ai 5-6)
b✓p - 12 ps�r� 2 7-5.3
w� ^ 60�Oyf �c � 7 ✓�(� 16 �p 1 �-
Hidden Meadows
Condominiums Decks
Structural Calculations
5/24/2022
Page 2 of 4
F O R T E CM MEMBER REPORT PASSED
Hidden Meadows
Level, Exterior Deck Beam Condominiums Decks
1 piece(s) 4 x 8 HF No.2 Structural Calculations
5/24/2022
Page 3 of 4
Overall Length: 11' 9'
9'
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)
1208 @ 10 3/4"
4961 (3.50")
Passed (24%)
1.0 D + 1.0 L (Adj Spans)
Shear (Ibs)
871 @ 1' 7 3/4"
2538
Passed (34%)
1.00
1.0 D + 1.0 L (Adj Spans)
Moment (Ft-Ibs)
2518 @ 5' 10 1/2"
2823
Passed (89%)
1.00
1.0 D + 1.0 L (Alt Spans)
Live Load Defl. (in)
0.253 @ 5' 10 1/2"
0.332
Passed (L/473)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.311 @ 5' 10 1/2"
0.498
Passed (L/385)
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/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 - HF
3.50"
3.50"
1.50"
232
976
1208
Blocking
2 - Column - HF
3.50"
3.50"
1.50"
232
976
1208
Blocking
• uiociung vaneis are assumes to carry no ioaos appuea oireary aoove mem ano the run icao is appneo to me memoer oemg oesignea.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
11' 9" o/c
Bottom Edge (Lu)
11' 9" 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 11' 9"
N/A
6.4
1 - Uniform (PSF)
0 to I V 9" (Top)
2' 9"
12.0
60.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : Aso
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
Sob Notes
Brian West
Smith Company Structural Engineers
(206) 407-6456
Brian.West@SmithCompanyStructuralEngineers.co
m
5/24/2022 7:32:35 PM LTC
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: 22-036 Hidden Meadow Condominium Decks
Pagel/1
Hidden Meadows
a r ra F ,�- o �Q �� �r6 J Condominiums Decks
Structural Calculations
5/24/2022
10 h ra �►^'� � Page 4 of 4
(�rckard'-a'l ,4YlchDr TO R i yvt ��/ 1�arnu �'actt�re
(2) ROWS OF 0.131 X 2-1/2" DECK SF
NAILS @ 6" OC
2"X2"Xjj" PL WASHER (TYP 2)
5-1/2" - i, EXISTING JOIST
210 HANGER
BOLTS PER VISTA PRO
ADDED 2X RIM MOUNTING DETAIL
NEW 5/4"X12" --'
CEDAR FASCIA (TYP)
M = 2 CIO -K (3,'"d q-) = Fr !b - )�/-
$9 b 1.,0 1,0 1.0 1.0 ,fl 1,1
Nail Shea r' Gdc l,v
-- j�-6 #�i✓a � 1
A5y6(me, (2) Rows o f C2) D,13 I NaSide o�
Fos -f- Resin f ' �S hai iy f vl i �t i m u w��
Cap 69) Na;15 = j4-6x 89-
Pi a p h y'a YK
4,A,4-drt/P-Yt��tora �.
9