RESPONSE BLDG #1 2 OF 2.pdfEmerald Home Design
1724 3411, St SW, Wyoming, MI
dennis@emeraldplans.com
9/28/2018
City of Edmonds Plans Exai.ni.ner
RE: Vector One LLC
SUBJECT: Plan Check: BLD2018-1030
1.. Gravity calculations have now been provided to builder
2. Ventilation notes added to Section 13 on page 5
3. Code requirement notes added to Section B on page 5
Thanks, Dennis Smiley
Emerald Home Design
deiii.ii,s@(,mej.-aldplai.is.com
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Beam Helper 1.0 www.beamhelper.com
Company Home Design Member Selection
By Dennis Controlling Factor
Project Bolin Edmonds Selected Member
Beam ID Over Family Room Date
Loading Diagram - Beam Length= 27
5 1/8 x 24 - Glue Lam DFL V4
Bending at 79%
PASSES
5/3/2018
A
R1 R2
Loads and Locations Including Beam Self -Weight - (LL /
Load A
620 / 775
Length: 27 ft
MomentMax =
ShearMax =
Reaction 1 LL= 8,370
Reaction 2 LL=
8,370
Beam Length = 27
73,050 at 13.50
10,823 at 0.00
Reaction 1 TL= 10,823
Reaction 2 TL='P,823
R2 at 27
Selected Member Including Beam Self -Weight
Glue Lam DFL V4 Bendin Shear LL/def LL/360 E LL Ratio Fb 9 Fv I [��dd:ef]
�
5 1 /8 x 24 79 % 50 % 0.698 78 % L/464 j 6.962 67
Member Species Glue Lam DFL V4 Size = 5 1/8 x 24
Fb Base = 2400 Fb Factor = 0.938 Adjusted Fb = 2,250
Fv 265
E 1.8
References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications
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Beam Helper 1.0 www.beamhelper.com
Company Home Design Member Selection
By Dennis Controlling Factor
Project Bolin Edmonds Selected Member
Beam ID Over Kitchen Date
Loading Diagram - Beam Length= 20.5
5 1/8 x 24 - Glue Lam DFL V4
Bending at 64%
PASSES
5/3/2018
FUT
Ini
A
R1 R2
Loads and Locations Including Beam Self -Weight - (LL / TL)
Load A Load H
40 / 130 8,370 / 10,463
Length: 20.5 ft At 8
MomentMax = Shea�r,x = Reaction 1 LL= 5,514 Reaction 2 LL= 3,676 Beam Length = 20.5
58,762 at 8.03 7,985 .00Reaction 1 TL= 7,985 Reaction 2 TL= 5,689 R2 at 20.5
Selected Member Including Beam Self -Wei
FGlue Lam DFL V4 1:Bending Shear
Fb Fv
51/8x24 �64% 37%
LL/def LLI360 E [_��Ratio �TL/def TL/240 E
0.244 36 % L/1,008 0.345 34 °/� o
Member Species Glue Lam DFL V4 Size = 5 1/8 x 24
Fb Base = 2400 Fb Factor = 0.938 Adjusted Fb = 2,250
Fv 265
E 1.8
References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications
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FEB 19 2019
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Beam Helper 1.0 www.beamhelper.com
Company Home Design Member Selection 5 1/8 x 15 - Glue Lam DFL V4
By Dennis Controlling Factor Bending at 87%
Project Bolin Edmonds Selected Member PASSES
Beam ID Garage Door Header Date 5/3/2018
Loading Diagram - Beam Length= 16
A
R1 R2
Loads and Locations Including Beam Self -Weight - (LL / TL)
Load A
635 / 1,005
Length: 16 ft
MomentMax = ShearMax = Reaction 1 LL= 5,080 Reaction 2 LL= 5,080 Beam Length = 16
32,693 at 8.00 8,173 at 0.00 Reaction 1 TL= 8,173 Reaction 2 TL= 8,173 R2 at 16
wiectea member Including Beam Self -Weight _
Glue Lam DFL V4 Bending Shear LL/def LL/360 E LL Ratio TLEdef]FTL/240�E
Fb 9 Fv
5 1/8 x 15 11,87% 60 % 0,361 68 % L/532 0.581 73
Member Species
Fb
Fv
E
Glue Lam DFL V4
Base = 2400
265
1.8
Size =51/8x15
Fb Factor = 0.983 Adjusted Fb = 2,359
References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications
FEB 1 2019
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Beam Helper 1.0 www.beamhelper.com
Company Home Design Member Selection
By Dennis Controlling Factor
Project Bolin Edmonds Selected Member
Beam ID Garage Mid Date
Loading Diagram - Beam Length= 21.5
5 1/8 x 18 - Glue Lam DFL V4
Live Load Def at 87%
PASSES
5/3/2018
R1 R2
Loads and Locations Including Beam Self -Weight - (LL / TL)
Load A
580 / 725
Length: 21.5 ft
MomentMax = ShearMax = Reaction 1 LL= 6,235 Reaction 2 LL= 6,235 Beam Length = 21.5
43,046 at 10.75 8,009 at 0.00 Reaction 1 TL= 8,009 Reaction 2 TL= 8,009 R2 at 21.5
Selected Member Including Beam Self -Weight
Glue Lam DFL V4 Bending Shear LL/def LL/360 E LL Ratio T�def TL/240 EFb g Fv ��
5 1/8 x 18 81 % 49 % 0.622 87 % L/415 0.799 74
Member Species Glue Lam DFL V4 Size = 5 1/8 x 18
Fb Base = 2400 Fb Factor = 0.965 Adjusted Fb = 2,316
Fv 265
E 1.8
References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications
Beam Helper 1.0 www.beamhelper.com
Company
Home Design
By
Dennis
Project
Bolin Edmonds
Beam ID
Front Porch
Loading Diagram - Beam Length= 16
Member Selection
Controlling Factor
Selected Member
Date
4x12-DF-L#2
Bending at 89%
PASSES
5/3/2018
A
R1 R2
Loads and Locations Including Beam Self -Weight - (LL / TL)
Load A
100 / 160
Length: 16 ft
MomentMax = ShearMax = Reaction 1 LL= 800 Reaction 2 LL= 800 Beam Length = 16
5,393 at 8.00 1,348 at 0.00 Reaction 1 TL= 1,348 Reaction 2 TL= 1,348 R2 at 16
Selected Member Includina Beam SPIT-wpi
Member Species DF-L #2 Size = 4 x 12
Fb Base = 900 Fb Factor = 1.100 Adjusted Fb = 990
Fv 180
E 1.6
References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications