DEVITIS BEAM AND JOIST CALCSSTRUCTURAL CALCULATIONS
GRAVITY LOAD DESIGN
DeVitis Residence
1212 8t" Avenue North
Edmonds, WA
0 R T FIM
JOB SUMMARY REPORT
DeVitis
DECK
Member Name
Results
Current Solution
Comments
Deck Joist
Passed
1 1 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL @ 16" OC
Flush Beam
Passed
1 1 piece(s) 5 1/4" x 14" 2.0E Parallam@ PSL
ForteWEB Software Operator
Job Notes
Lyle Grant
Maple Leaf Design
(206) 523-6427
lyle@mleafdesign.com
A 4/28/2020 8:39:15 PM UTC
ForteWEB v2.4
Weyerhaeuser File Name: DeVitis
Page 1 / 3
�I F O R T E" CM MEMBER REPORT PASSED
DECK, Deck Joist
1 piece(s) 1 3/4" x 14" 2.0E Microllam@ LVL @ 16" OC
Overall Length: 20'
I
L 19' 5" 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)
1035 @ 2 1/2"
1595 (2.25")
Passed (65%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (Ibs)
858 @ 18' 6 1/2"
4655
Passed (18%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
4753 @ 9' 11 1/2"
12614
Passed (38%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl.(in)
0.336 @ 9' 11 1/2"
0.488
Passed (L/697)
1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)
0.415 @ 9' 11 1/2"
1 0.975
1 Passed (L/564)
1
1.0 D + 0.75 L + 0.75 S (All Spans)
TJ-ProTm Rating
52
1 40
1 Passed
I
--
• Deflection criteria: LL (L/480) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 10' 3" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' 7" o/c based on loads applied, unless detailed otherwise.
• A 4% increase in the moment capacity has been added to account for repetitive member usage.
• A structural analysis of the deck has not been performed.
• Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edger" Panel (24" Span Rating) that is glued and nailed down.
• Additional considerations for the TJ-ProT`° Rating include: None.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Snow
Total
1 - Stud wall - HF
3.50"
2.25"
1.50"
199
797
332
1328
1 1/4" Rim Board
2 - Hanger on 14" PSL beam
3.50"
Hangers
1 1.50"
201
803
335
1339
See note s
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• s See Connector grid below for additional information and/or requirements.
System : Floor
Member Type : Joist
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
IUS1.81/11.88
2.00"
N/A
10-10d
2-10dx1.5
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Floor Live
(1.00)
Snow
(1.15)
Comments
1 - Uniform (PSF)
0 to 20'
16"
15.0
60.0
25.0
Floor
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
Lyle Grant
Maple Leaf Design
(206) 523-6427
lyle@mleafdesign.com
4/28/2020 8:39:15 PM UTC
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
Weyerhaeuser File Name: DeVitis
Paget/3
�I F Q R T E" CM MEMBER REPORT PASSED
DECK, Flush Beam
1 piece(s) 5 1/4" x 14" 2.0E Parallam@ PSL
Overall Length: 14' a'
I
14 1' I
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)
5751 @ 2"
11484 (3.50")
Passed (50%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (Ibs)
4394 @ 1' 5 1/2"
14210
Passed (31%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
19209 @ 74"
40743
Passed (47%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.269 @ 74"
0.358
Passed (L/640)
1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)
0.342 @ 74"
0.717
Passed (L/503)
1.0 D + 0.75 L + 0.75 S (All Spans)
• Deflection criteria: LL (L/480) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 14' 8" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 8" o/c based on loads applied, unless detailed otherwise.
Supports Mi
Bearing Length I
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Snow
Total
1 - Column - HF
3.50"
3.50"
1.75"
1232
4253
1772
7257
Blocking
2 - Column - HF
3.50"
3.50"
1 1.75"
1232
4253
1772
7257
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 14' 8"
N/A
23.0
1 - Uniform (PSF)
0 to 14' 8" (Front)
9' 8"
15.0
60.0
25.0
Floor
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
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
Lyle Grant
Maple Leaf Design
(206) 523-6427
lyle@mleafdesign.com
4/28/2020 8:39:15 PM UTC
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
Weyerhaeuser File Name: DeVitis
Page 3/3