HomeMy WebLinkAboutPermit Structural Calculations 2019-11-12225 FIFTH STREET • SPRINGFIELD, OR 97477 . PH:(541)726-3753 • FAX: (541)726-3689
n
Development Services Supplemental Submittal Form
Date: November 12, 2019
To Staff Member: Chris Carpenter
From: Lana Sadler, Robertson Sherwood Architects
Contact Phone Number: 541-342-8077
Permit Number/Journal Number: 811-18-001846-STR 2 o�S' Q�y_►��d
Description of Submittal Material:
Install exterior door and window displays in line with two
racking aisles, install a garage door display at the end of a
rack aisle, and install cultured stone material display on the
north exterior wall.
Instructions for Cit• Staff:
Accepted by:
MORTIER ANG
ENGINEERS
1355 OAK ST, STE #200
EUGENE, OR 97401
PHONE: (541) 484-9080
MAE Work Order:
Date
Project Address:
Structural Calculations
for
Window Display Walls
at
STRUCTURAL
CIVIL
FIRE PROTECTION
Jerry's Home Improvement Store
21812:2
11/13/2019
2525 Olympic Street
Springfield, OR 97477
� ID PROFFss
GINE4c X02
67110PE
�QDYs�ws�.,1
Steve Shegedin
NJ���iNF
T7
FN N. SNE'
EXPIRES: 6/30/2020
1355 OAK ST., STE. 200 — EUGENE, OREGON 97401 P: (541) 484-9080
Page 1
rMORTIER ANG
v#1 ENGINEERS
CIVIL I STRUCTURAL I FIRE
1355 OAK STREET, STE 200
EUGENE, OR 97401
P: 541-484-9080 1 F: 541-484-6859
WORK ORDER: ! PROJECT: +I e rr .1 S V V ` pljo b./ Y ,' p (a r /1 [ l 1 ENGR: � � ( e DATE;
Plc, v�eU✓ of L'✓���s
jje— Colu�+tn
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Page 2
Metal Building Reactions at Column 3-F
I EO I SEISMIC LOAD
-24.13
-3.42
4096.
-5.61
2.94
SLI. MIN SNOW LOAD LET7
6.71
26.67
137.
-2.30
70.01
SZ� IN SNOW LOAD RIGHT
1 PFtI=SERE
E15r i I EY_+_', MINI) SUCTION I
E
-0.63
0.61
0.61
0.36
-16.04
-16A4
209.
--36,,5.
-365.
:=
R A V, E'
AT SIDE-VALL
GRIDS
D, E & F
M
0.14
0.10
[___IMAX. ROS.REACTION
19.48
_
37.89
2 -
t
94.95
3
-
-1S.2s
-� 10.97
-2817.
1 H
v I
M 11
H
v
u
_
I % 1EAD LOAD
1 0.931
5.471
56_j!
-03.49
13.66
73.
cLLcLLA_ RAJ
LOAD
I 1.181
5.39
76.1
-0.62
1356
94. I_
1 SL9 SNOW LOAD
I 6.08
27.03
346.
zr -3.09
67.74
467.. i
_m i WIND LW
LEFT
-32.49
-16.44
837.
0.59
_39.43
1 *' R I WIND LOAD
RIGHT
3.62
-15.10
-1184.
3.07
mm._Q i
-476.
I EO I SEISMIC LOAD
-24.13
-3.42
4096.
-5.61
2.94
SLI. MIN SNOW LOAD LET7
6.71
26.67
137.
-2.30
70.01
SZ� IN SNOW LOAD RIGHT
1 PFtI=SERE
E15r i I EY_+_', MINI) SUCTION I
E
-0.63
0.61
0.61
0.36
-16.04
-16A4
209.
--36,,5.
-365.
-0.99
1.79
1.79
-2.27
-39.;311
-39,
F P Delta Unit sto 5
-0.43
-0.11
M
0.14
0.10
[___IMAX. ROS.REACTION
19.48
_
37.89
341.
2.93
94.95
_
IMAX. NEC, fiEACT10N 1
-
-1S.2s
-� 10.97
-2817.
-5-15,
-28.62
Load Case: Dead + Snow:
Vertical Reaction = 13.66 + 13.56 + 67.74 = 95 kips
Moment reaction = 73 + 94 + 467 = 634 inch kips = 52.8 foot kips
Page 3
Steel Column
Description : Metal Building Column providing lateral support to walls
Project Title:
Engineer:
Project ID:
Project Descr:
Olympic St, Springfield, OR1WO 21812-2 Product Display Structures1300 Engineeringlmetal building column.ec6 .
Software copyright ENERCALC, INC 1983-2018 Build -1Q.1812.22 -
Code References
Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used: ASCE 7-16
General Information
Steel Section Name: HSS10x10x1/2
Analysis Method: Allowable Strength
Steel Stress Grade
Fy : Steel Yield 46.0 ksi
E : Elastic Bending Modulus 29,000.0 ksi
Overall Column Height 26.5 ft
Top & Bottom Fixity Top Pinned, Bottom Fixed
Brace condition for deflection (buckling) along columns
X -X (width) axis:
Lu for X -X Axis buckling : K = 1.0
Y -Y (depth) axis:
Lu for Y -Y Axis buckling : K =1.0
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Column self weight included :1,655.19 lbs' Dead Load Factor
AXIAL LOADS ...
Axial Load at 26.50 ft, Xecc =13.353 in, D = 27.30, S = 68.0 k
BENDING LOADS ...
Reaction of Display Wall out -of -plane: Lat. Point Load at 16.0 ft creating Mx -x, L =1.40 k
DESIGN SUMMARY
Bending & Shear Check Results
PASS Max. Axial+Bending Stress Ratio =
0.9996 : 1
Maximum Load Reactions. .
Load Combination
+D+S
Top along X -X 6.003 k
Location of max.above base
26.50 ft
Bottom along X -X 6.003 k
At maximum location values are ...
Top along Y -Y 0.4586 k
Pa: Axial
96.955 k
Bottom along Y -Y 0.5914 k
Pn I Omega: Allowable
300.119 k
Ma -x: Applied
0.0 k -ft
Maximum Load Deflections...
Mn -x / Omega: Allowable
139.331 k -ft
Along Y -Y 0.04452 in at 15.829 ft above base
for load combination :+D+0.750L+0.750S
Ma -y: Applied
-106.045 k -ft
Mn -y/ Omega: Allowable
139.331 k -ft
Along X -X -0.6420 in at 17.785ft above base
for load combination :+D+S
PASS Maximum Shear Stress Ratio =
0.04539 :1
Load Combination
+D+S
Load Case Explanation:
Location of max.above base
0.0 ft
D + S is without load from display wall,
At maximum location values are,
used to confirm eccentricity of load
V : Applied
6.003 k
Vn I Omega :Allowable
132.259 k
gives same moment reactions at base.
D + .75 L + .75 S is with load from display wall.
Load Combination Results
Maximum ti
Maximum Shear Ratios
_Axial _+Bendins7 -Stress
Load Combination Stress Ratio Status
Location Cbx
Cloy KxLx/Rx KyLy/Ry Stress Ratio Status Location
+D+0.750L+0.750S 0.822 PASS
26.50 ft 1.00
1.00 82.38 82.38 0.037 PASS 0.00 ft
+D+S 1.000 PASS
26.50 ft 1.00
1.00 82.38 82.38 0.045 PASS 0.00 ft
Maximum Reactions
Note: Only non -zero reactions are listed.
Axial Reaction
XA Axis Reaction k
Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments
Load Combination @ Base
@ Base @ Top
@ Base @ Top @ Base @ Top @ Base @ Top
+D+0.750L+0.7503 79.955
4.932 4.932
0.591 0.459 -4.647 43.564
+D+S 96.955
6.003 6.003
53.023
Extreme Reactions
Axial Reaction
X -X Axis Reaction k
Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments
Item Extreme Value @ Base
@ Base @ Top
@ Base @ Top @ Base @ Top @ Base @ Top
Axial @ Base Maximum 96.955
6.003 6.003
53.023 -106.045
" Minimum 79.955
4.932 4.932
0.591 0.459 -4.647 43.564 -87.128
Reaction, X -X Axis Base Maximum 96.955
6.003 6.003
53.023 -106.045
1. Minimum 79.955
4.932 4.932
0.591 0.459 -4.647 43.564 -87.128
Reaction, Y -Y Axis Base Maximum 79.955
4.932 4.932
0.591 0.459 -4.647 43.564 -87.128
Page 4
Project Title:
Engineer:
Project ID:
Project Descr:
Steel Column
Olympic St., Springfield, ORNO 21812-2 Product Display Structure000 EngineeringWatal building column.eo6 .
Software copyright ENERCALC, INC. 1983.2018, Bul&10.18.12:P2
.
Licensee:
AE
GROUP
Description : Metal Building Column providing
lateral support to walls
Extreme Reactions
Axial Reaction
X -X Axis Reaction k Y -Y Axis Reaction
Mx - End Moments k -ft
My - End Moments
Item
Extreme Value
@ Base
@ Base @
Top @ Base
@ Top
@ Base @ Top
@ Base
@ Top
-- - ..............._ -
"
-
Minimum
96.955
6.003
.--....
6.003
53.023
-106.045
Reaction, X -X Axis Tap
Maximum
96.955
6.003
6.003
53.023
-106.045
"
Minimum
79.955
4.932
4.932 0.591
0.459
-4.647
43.564
-87.128
Reaction, Y -Y Axis Top
Maximum
96.955
6.003
6.003
53.023
-106.045
"
Minimum
79.955
4.932
4.932 0.591
0.459
-4.647
43.564
-87.128
Moment, X -X Axis Base
Maximum
96.955
6.003
53.023
-106.045
"
Minimum
79.955
-4.647
4.932 0.591
0.459
4.647
43.564
-87.128
Moment, Y -Y Axis Base
Maximum
96.955
6.003
6.003
-4.647 -106.045
53.023
"
Minimum
79.955
4.932
4.932 0.591
0.459
-4.647 -87.128
43.564
Moment, X -X Axis Top
Maximum
79.955
4.932
4.932 0.591
0.459
-4.647
43.564
-87.128
"
Minimum
79.955
4.932
4.932 0.591
0.459
4.647
43.564
-87.128
Moment, Y -Y Axis Top
Maximum
79.955
4.932
4.932 0.591
0.459
4.647
43.564
-87.128
"
Minimum
96.955
6.003
6.003
53.023
-106.045
Maximum Deflections for Load Combinations
Load Combination
Max. X -X Deflection
Distance
Max. Y -Y Deflection
Distance
+D+0.750L+0.7505
0.5274 in
17.785
ft 0.045
in
15.829 ft
+D+S
-0.6420 in
17.785
ft 0.000
in
0.000 ft
Steel Section Properties : HSS10x10x112
Depth =
10.000 in
I xx
=
256.00 inA4
J =
412.000 inA4
Design Thick =
0.465 in
S xx
=
51.20 inA3
Width =
10.000 in
R xx
=
3.860 in
Wall Thick =
0.500 in
Zx
=
60.700 inA3
Area =
17.200 inA2
1 yy
=
256.000 inA4
C =
84.200 inA3
Weight =
62.460 plf
S yy
=
51.200 in A3
R yy
=
3.860 in
Ycg = 0.000 in
Sketches
+Y
+X
Load 1
Page 5
1AOk_
17'1FUHTE liL j
MEMBER REPORT
Wall, Middle Plate 14' horiz span
1 piece(s) 3 1/2' x 5 1/2" 1.3E TimberStrandO LSL
Overall Length: 14' 3"
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
14'
Allowed
0
LDF Load: Combination (Pattern)
Member Reaction (lbs)
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual 0 Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
325 @ 0
3728 (1.50")
Passed (9%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs)
298 @ 7"
6818
Passed (4%)
1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft -lbs)
1158 @ 7' 11/2"
3357
Passed (34%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.598 @ 7' 1 1/2"
0.475
(L/286)
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. in
0.682 @ 7' 1 1/2"
0.313
(L/251)
-- 1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/360) and TL (L/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 14' 3" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 3" o/c unless detailed otherwise.
Supports
Bearing Length
Total Available Required
Loads to supports (Ibs)
Dead Roof Live Total
Accessories
1 - Trimmer - DF
1.50" 1.50" 1.50"
40 285 325
None
2 - Trimmer - DF
1.50" 1.50" 1.50"
40 285 325
None
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
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 Sob Notes
Steve Shegedin
Mortier Ang Engineers
(541) 484-9080
stevesomortierang.com Pag 6
A1, SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser
11/11/2019 6:55:43 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Pana 1 / 1
Dead
Roof Live
Vertical Loads
Location (Side) Tributary Width (0.90)
(non -snow: 1.25) Comments
0 - Self Weight (PLF)
0 to 14' 3" N/A 5.6
--
1 - Uniform (PLF)
0 to 14'3" N/A
40.0 5 psf on wall
surface
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
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 Sob Notes
Steve Shegedin
Mortier Ang Engineers
(541) 484-9080
stevesomortierang.com Pag 6
A1, SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser
11/11/2019 6:55:43 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Pana 1 / 1
FV KTE tali
MEMBER REPORT
Wall, Middle Plate 17' horiz span
1 piece(s) 3 1/2" x 6" 24F -V4 DF Glulam
Overall Length: 17'3'
17' Ir
r
a a
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)
389 @ 0
3413 (1.50")
Passed (11%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs)
361 @ 7 1/2"
4638
Passed (8%)
1.25 1.0 D + 1.0 Lr (All Spans)
Pos Moment (Ft -lbs)
1678 @ 8' 7 1/2"
5250
Passed (32%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.703 @ 8'7 1/2"
0.575
(L/295)
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.792 @ 8'7 1/2"
0.313
1 (L/261)
I - 1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (U360) and TL (L/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 173" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' 3" o/c unless detailed otherwise.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 17' 3".
• 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.
Supports
Bearing Length
Total Available Required
Loads to Supports (lbs)
Dead I Roof Live Total Accessories
1 - Trimmer - DF
1.50" 1.50" 1.50"
44 345 389 None
2 - Trimmer - DF
1.50" 1.50" 1.50"
44 345 389 None
Vertical Loads Location (Side)
Tributary Width
Dead Roof Live
(0.90) (non -snow: 1.25) Comments
0 - Self Weight (PLF) 0 to 17' 3"
N/A
5.1
1 - Uniform (PLF) 0 to 173"
N/A
40.0 5 psf on wall
surface
0
System : Wall
Member Type: Header
Building Use : Residential
Building Code: IBC 2015
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 FSR -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
ForteW Software S ftware Operator Job Notes
Steve Shegedin
Mortier Ang Engineers
(541)484-9080
steves@mortierarig.com
A0SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser `�
11/11/2019 6:39:22 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
7 File Name: window display wall
Dana 1 / 1
2 FUKTE LM
0
U
MEMBER REPORT
Wall, Middle Plate 17' horiz span
2 piece(s) 13/4" x 5 1/2" 2.0E Microllam® LVL
Overall Length: 17' 3"
17'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
Design Results
Actual 0 Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
393 @ 0
3938 (1.50")
Passed (10%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs)
367 @ 7"
4572
Passed (8%)
1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft -lbs)
1697 @ 8' 7 1/2"
5314
Passed (32%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.830 @ 8' 7 1/2"
0.575
(L/249)
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.947 @ 8'7 1/2"
1 0.313
1 (L/219)
-- 1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (1-/360) and TL (L/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 17' 3" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' 3" o/c unless detailed otherwise.
Supports
Bearing Length
Total Available Required
Loads to Supports (lbs)
Dead Roof Live Total Accessories
1 - Trimmer - DF
1.50" 1.50" 1.50"
48 345 393 None
2 - Trimmer - DF
1.50" 1.50" 1.50"
48 1 345 1 393 INone
0
system: Wall
Member Type : Header
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 -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
wvyw.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
Steve Shegedin
MortierAng Engineers
(541) 484-9080
stevesCd mortiera ng.com
Sob Notes
Pad! 8
A1 1 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser
11/11/2019 6:19:58 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Dana 1 / 1
Dead Roof Live
Vertical Loads Location (Side)
Tributary Width
(0.90) (non -snow: 1.25)
Comments
0 - Self Weight (PLF) 0 to 17'3"
N/A
5.6 --
1 - Uniform (PLF) 0 to 173"
N/A
- 40.0
5 psf on wall
surface
0
system: Wall
Member Type : Header
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 -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
wvyw.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
Steve Shegedin
MortierAng Engineers
(541) 484-9080
stevesCd mortiera ng.com
Sob Notes
Pad! 8
A1 1 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser
11/11/2019 6:19:58 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Dana 1 / 1
FV RTE GLU
IZl;1ul:l4:a.7;1111:ir
Wall, Middle Plate 20' horiz span
1 piece(s) 5 1/4" x 5 1/4" 1.8E Parallam@ PSL
Ov=rall LFnOth: 20' 3"
20'
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 (lbs)
492 @ 0
4292 (1.50")
Passed (11%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs)
465 @ 6 3/4"
5283
Passed (9%)
1.25 1.0 D + 1.0 Lr(All Spans)
Moment (Ft -lbs)
2492 @ 10' 11/2"
6884
Passed (36%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
1.338 @ 10' 1 1/2"0.675
(L/182)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
1.626 @ 10' 11/2"
0.313
1 (L/149)
-- 1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/360) and TL (L/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 20' 3" o/c unless detailed otherwise. Allowable Live Load Deflection = L 1180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20'3" o/c unless detailed otherwise.
Supports
Bearing Length
Total Available Required
Loads to Supports (Ibs)
Dead Roof Live Total
Accessories
1 - Trimmer - DF
1.50" 1.50" 1.50"
87
405 492
None
2 - Trimmer - DF
1.50" 1.50" 1.50"
87
405 492
None
Dead
Roof Live
Vertical Loads Location (Side) Tributary Width (0.90)
(non -snow: 1.25)
Comments
0 - Self Weight (PLF) 0 to 20' 3" N/A 8.6
--
1 - Uniform (PLF) 0 to 20' 3" N/A -
40.0
5 psf on wall
surface
D
System: Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
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 bythis 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 FSR -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-libra.'Y.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator I Job Notes
Steve Shegedin
Mortler Ang Engineers
(541) 484-9080
steves@mortierang.com
Paso 9
A1 1 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser
11/13/2019 8:05:17 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Dano 1 / 1
9IFUHTE CM
u
MEMBER REPORT
Wall, Middle Plate 23' horiz span
1 pieces) 5 1/2" x 6" 24F -V4 DF Glulam
Overall Length: 2 3''
23'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
2
Design Results
Actual @ Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
558 @ 0
5363 (1.50")
Passed (10%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs)
528 @ 7 1/2"
7288
Passed (7%)
1.25 1.0 D + 1.0 Lr (All Spans)
Pos Moment (Ft -lbs)
3245 @ 11'7 1/2"
8250
Passed (39%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
1.476 @ 11'7 1/2"
0.775
L/189
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
1.772 @ 11'7 1/2"
1 0.313
(1-/157)
- 1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/360) and TL (1-/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 23' 3" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 23' 3" o/c unless detailed otherwise,
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 23' 3".
• 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.
Supports
Bearing Length
Loads to Supports (Ibs)
Dead Roof Live Total Accessories
Total Available Required
1 - Trimmer - DF
1.50" 1.50" 1.50"
93 465 558 None
2 - Trimmer - DF
1.50" 1.50" 1.50"
93 465 558 None
Vertical Loads Location (Side)
Tributary Width
Dead Roof Live
(0.90) (non -snow: 1.25)
Comments
0 - Self Weight (PLF) 0 to 23' 3"
N/A
8.0
1 - Uniform (PLF) 0 to 23' 3"
N/A
40.0
5 psf on wall
surface
System: Wall
Member Type : Header
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 Sob Notes
Steve Shegedin
Mortier Ang Engineers
(541) 484-9080
steves@mortierang.com Page 10
All SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser
11/11/2019 5:52:03 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Pan. 1 / 1
FV KTE ®3
0
L 1 A 51:i_a11AA 011M
Wall, Top Plate 14' span
1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrandO LSL
Overall Leng'h: 14' 3'
14'
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 (lbs)
183 @ 0
3728 (1.50")
Passed (5%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs)
168 @ 7"
6818
Passed (2%)
1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft -lbs)
650 @ 7' 1 1/2"
3357
Passed (19%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.299 @ 7' 1 1/2"
0.475
Passed (L/572)
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.383 @ 7 1 1/2"
0.313
(L/447)
1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/360) and TL (L/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 14' 3" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression, edge must be braced at 14' 3" o/c unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Total Accessories
I - Trimmer - DF 1.50" 1.50" 1.50" 40 143 183 None
2 - Trimmer - OF 1.50" 1.50" 1.50" 40 143 183 None
0
System: Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
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
responsibie 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
Steve Shegedin
Mortier Ang Engineers
(541) 484-9080
steves@mortier,ang.com
0 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser 111
11/11/2019 8:54:57 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
Page 11 File Name: window display wall
Pann 1 1 1
Dead
Roof Live
Vertical Loads
Location (Side) Tributary Width
(0.90)
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
0 to 14'3" N/A
5.6
1 - Uniform (PLF)
0 to 14' 3" N/A
-
20.0
5 psf on wall
surface
0
System: Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
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
responsibie 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
Steve Shegedin
Mortier Ang Engineers
(541) 484-9080
steves@mortier,ang.com
0 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser 111
11/11/2019 8:54:57 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
Page 11 File Name: window display wall
Pann 1 1 1
e'57 FUKTE Q0
0
MEMBER REPORT
Wall, Top Plate 20' span
1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand0 LSL
Overall Length: 20' 3'
20'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
plate actual length = 23',
with 3' cantilever not shown in this calc
4-
0
Design Results
Actual @ Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
259 @ 0
3728 (1.50")
Passed (7%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
244 @ 7"
6818
Passed (4%)
1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft -lbs)
1313 @ 10' 11/2"
3357
Passed (39%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
1.209 @ 10' 11/2"
0.675
(L/201)
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
1.548 @ 10' 11/2"
1 0.313
(L/157)
-- 1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/360) and TL (1-/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 20' 3" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 3" o/c unless detailed otherwise.
Supports
Bearing Length
Total Available Required
Loads to Supports (lbs)
Dead Roof Live I Total Accessories
1 - Trimmer - DF
1.50" 1.50" 1.50"
57 203 260 None
2 - Trimmer - OF
1.50" 1.50" 1.50"
57 203 260 None
System : Wall
Member Type : Header
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 Sob Notes
Steve Shegedin
MortierAng Engineers
(541) 484.9080
steves@mortierang.com Page 12
ASUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser 1
11/11/2019 6:01:53 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Pana 1 1 1
Dead
Roof Live
Vertical Loads Location (Side)
Tributary Width
(0.90)
(non -snow: 1.25)
Comments
0 - Self Weight (PLS 0 to 20'3"
N/A
5.6
--
1 - Uniform (PLF) 0 to 20'3"
N/A
-
20.0
5 psf on wall
surface
System : Wall
Member Type : Header
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 Sob Notes
Steve Shegedin
MortierAng Engineers
(541) 484.9080
steves@mortierang.com Page 12
ASUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser 1
11/11/2019 6:01:53 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Pana 1 1 1
tUKTE LW
0
MEMBER REPORT
Wall, Top Plate 20' transfer beam
1 piece(s) 5 1/2" x 6" 24F -V4 DF Glulam
Overall Leng;h: 20","
20'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
Design Results
Actual 9 Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
754 @ 20' 3"
5363 (1.50")
Passed (14%)
- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs)
736 @ 19' 7 1/2"
7288
Passed (10%)
1.25 1.0 D + 1.0 Lr (All Spans)
Pos Moment (Ft -lbs)
4164 @ 14'
8250
Passed (50%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
1.354 @ 10'9 5/8"
0.675
(L/179)
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
1.524 @ 10' 8 3/4"
0.313
(L/159)
-- 1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (1.1360) and TL (L/5/16"),
• Top Edge Bracing (Lu): Top compression edge must be braced at 20' 3" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 3" o/c unless detailed otherwise.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 20' 3".
• 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.
Bearing Length Loads to Supports (Ibs)
Supports Total Available Required Dead Roof Live Total Accessories
I - Trimmer - DF 1.50" 1.50" 1.50" 81 412 493 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 81 673 754 None
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
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
Steve Shegedin
Mortier Ang Engineers
(541) 484-9080
steves@mortierang.com
A0, SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser `j
11/11/2019 5:57:32 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
Page 13 File Name: window display wall
Pang 1 1 1
Dead
Roof Live
Vertical Loads
Location (Side)
Tributary Width (0.90)
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
0 to 20' 3"
N/A
8.0
--
1 - Uniform (PLF)
0 to 20' 3"
N/A
20.0
5 psf on wall
surface
2 - Point (lb)
14' N/A
680
drag from other 2
walls
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
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
Steve Shegedin
Mortier Ang Engineers
(541) 484-9080
steves@mortierang.com
A0, SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser `j
11/11/2019 5:57:32 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
Page 13 File Name: window display wall
Pang 1 1 1
","1FUKIrz ®3
n
MEMBER REPORT
Wall, End Column at 17' long wall
1 piece(s) 3 1/2" x 6" 24F -V4 DF Glulam
Overall Length: 16' ;'
16'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
a
Design Results
Actual @ Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
239 @ 0
3413 (1.50")
Passed (7%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
236 @ 7 1/2"
4638
Passed (5%)
1.25 1.0 D + 1.0 Lr (All Spans)
Pos Moment (Ft -lbs)
1748 @ 8'
5250
Passed (33%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.470 @ 8' 1 1/8"
0.542
Passed (L/415)
- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.600 @ 8' 1 1/8"
0.313
L/325)
1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/360) and TL (L/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 16'3" o/c unless detailed otherwise. Allowable Live Load Deflection = L 1180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 3" o/c unless detailed otherwise.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 16' 3".
• 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.
Bearing Length Loads to Supports (lbs)
Supports Total I Available Required Dead Roof Live Total Accessories
1 - Trimmer - DF 1.50" 1.50" 1.50" 64 175 239 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 63 170 233 INone
System: Wall
Member Type: Header
Building Use : Residential
Building Code : IBC 2015
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/woodproducLs/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator IJob Notes
Steve Shegedin
Mortier Ang Engineers
(541) 484.9080
steves@mortierang.com Page 14
A0 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser 1
11/11/2019 6:44:11 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Pana 1 / 1
Dead
Roof Live
Vertical Loads
Location (Side)
Tributary Width (0.90)
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
0 to 16'3"
N/A 5.1
Linked from: Middle
1 - Point (lb)
8'
N/A 44
345
Plate 17' horiz span,
Support 1
System: Wall
Member Type: Header
Building Use : Residential
Building Code : IBC 2015
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/woodproducLs/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator IJob Notes
Steve Shegedin
Mortier Ang Engineers
(541) 484.9080
steves@mortierang.com Page 14
A0 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser 1
11/11/2019 6:44:11 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Pana 1 / 1
x;IFUKTE LMJ
0
MEMBER REPORT
Wall, End Column at longest wall
1 piece(s) 5 1/2" x 6" 24F -V4 DF Glulam
Overall Length: 16'3"
16'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
F
Design Results
Actual @ Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
348 @ 0
5363 (1.50")
Passed (6%)
-- 1.0 D + 1.0 Lr (All Spans)
Shear (I lbs)
343 @ 7 1/2"
7288
Passed (5%)
1.25 1.0 D + 1.0 Lr (All Spans)
Po9 Moment (Ft -lbs)
2531 @ 8'
8250
Passed (31%)
1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.403 @ 8' 11/8"
0.542
massed (L/484)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.554 @ 8' 13/16"
1 0.313
(L/352)
1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: LL (L/360) and TL (L/5/16").
• Top Edge Bracing (Lu): Top compression edge must be braced at 16'3" o/c unless detailed otherwise. Allowable Live Load Deflection = L / 180
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16'3" o/c unless detailed otherwise.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 16' 3".
• 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Total Accessories
1- Trimmer - OF 1.50" 1.50" 1.50" 112 236 348 None
2 - Trimmer - OF 1.50" 1.50" 1.50" 111 229 1 340 None
Dead Roof Live
Vertical Loads Location (Side) Tributary Width (0.90) (non -snow: 1.25) Comments
D - Self Weight (PLF) 0 to 16'3" N/A 8.0 --
Linked from: Middle
1 - Point (Ib) 8' N/A 93 465 Plate 23' horiz span,
Support 1
0
System: Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology: ASD
Weyerhaeuser warrants tat 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
Steve Shegedin
Mortier Ang Engineers
;(541) 484-9080
sieves@mortierang.com Page 15
ASUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser 1
11/11/2019 6:13:16 PM UTC
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: window display wall
Dana 1 / 1
6'-0" 6'-0" 6'-0"
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2x4 RAFTERS
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scale: 1/4" =1'-0"
SEE FRAh
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WALL MEI
WINDOW DISPLAY WALLS — FLOOR PLAN
scale: 1/4" =1'-0"
MORTIER ANG
E N G I N E E R S
1355 Oak Street, Suite 200
Eugene, Oregon 97401
ph: 541.484.9080
www.MortierAng.com
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1355 Oak Street, Suite 200
Eugene, Oregon 97401
ph: 541.484.9080
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STAMP:
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Eugene, Oregon 97401
ph: 541.484.9080
www.MortierAng.com
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STAMP:
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LIVE LOAD ON FACE OF WALLS: L = 5 PSF
PLATE BEAM TO PALLET RACK CONNECTIONS
scale: 1-1/2" =1'-0"
SEISMIC DESIGN BASIS: "NON -BUILDING ,
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1�3� HORIZONTAL REACTIONS TO BE SUPPORTED BY PALLET RACKS
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MORTIER ANG
E N G I N E E R S
1355 Oak Street, Suite 200
Eugene, Oregon 97401
ph: 541.484.9080
www.MortierAng.com
STAMP:
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WORK ORDER NO.
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TYPICAL PURLIN CONNECTION:
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5;
MORTIER ANG
E N G IN E E R S
1355 Oak Street, Suite 200
Eugene, Oregon 97401
ph: 541.484.9080
www.MortierAng.com
STAMP:
FEED PROF
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