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Congratulations:
You should have our free 384 SF cabin plan with loft and are one step closer to
enjoying the vacation space that will result from using these plans. We hope that
these plans are the correct size and configuration for your property.
Great
Do you need it larger or would like to relocate windows and doors or do you need
something completely different?
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We can create a custom plan that matches your specifications in a short time and
for a reasonable cost. We also have many other pre-designed plans that are
displayed on our website. http://www.cabinplans123.com/ We have many more
plans that are not shown on the website. There is a good chance we have one
close to your proposed building.
You should be able to see the quality and completeness of our plans. Our
purchased plans are equal to these with the exception of being on full size
drawing paper. We have reduced this free plan to personal printer size so that
you can print them your self.
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Cad Northwest
Custom Home Design
22685 SW Conifer Dr.
Sherwood OR 97140
www.cabinplans123.com
cadnw@zzz.com
Index
Page Title
1 Congratulations
2 Index
3 Front and Rear Elevation
4 Right and Left Elevation
5 Main Floor Plan
6 Foundation Plan
7 Roof Plan
8 Cross Section
9 Typical Wall Detail
10 Alternate Foundation Detail (Slab Option)
11 Alternate Brace Panel
12 Notes
13 Notes
14 Floor Joist Calculation
15 Rafter Calculation
16 Porch Roof Beam Calculation
17 Porch Deck Beam Calculation
18 Floor Beam Calculation
19 Materials List
BeamChek v2005 licensed to: Cad Northwest Reg # 5234-
Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.
R2= 0.5 in²
(psi)
ft
Lu = 0.0 Ft
l
Selection
Max V (Reduced) 269 #
Ch Shear Stress
Loads
Ratio 80% 27% 66% 79%
Status
Beam Wt per ft 0 Reaction 2 TL
Conditions
Data
DL Defl 0.06 in
Uniform LL: 53
OK OK OK OK
LL Defl
LL Max Defl L / 360 LL Actual Defl L / 457 Attributes
Uniform TL: 67 = A
R1= 0.5 in²
L / 240 L / 366
Min Bearing Area
Fc
TL Max Defl TL Actual Defl
Bm Wt Included (^) Maximum V Max Moment
Reaction 2 LL Reaction 1 TL
Reaction 1 LL
Values
N/A
Cm Wet Use
Cr Repetitive
Cd Duration
Adjustments CF Size Factor
Base Values Base Adjusted
Fb (psi) Fv (psi) E (psi x mil)
Beam Span
Section (in³) Shear (in²) TL Defl (in) Actual Critical
Repetitive Use, NDS 2001
2x 6 DF-L #2 @ 16 in. oc
Date: 1/04/
Floor Joist B
C0384A Cabin Plan
Uniform and partial uniform loads are lbs per lineal ft.
R1 = 300 R2 = 300
Uniform Load A
SPAN = 9 FT
BeamChek v2005 licensed to: Cad Northwest Reg # 5234-
Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.
R2= 2.3 in²
(psi)
ft
Lu = 0.0 Ft
l
Selection
Max V (Reduced) 1165 #
Ch Shear Stress
Loads
Ratio 73% 38% 27% 33%
Status
Beam Wt per ft 6.17 Reaction 2 TL
Conditions
Data
DL Defl 0.01 in
Uniform LL: 400
OK OK OK OK
LL Defl
LL Max Defl L / 360 LL Actual Defl L / > Attributes
Uniform TL: 480 = A
R1= 2.3 in²
L / 240 L / 905
Min Bearing Area
Fc
TL Max Defl TL Actual Defl
Bm Wt Included (^) Maximum V Max Moment
Reaction 2 LL Reaction 1 TL
Reaction 1 LL
Values
N/A
Cm Wet Use
Cr Repetitive
Cd Duration
Adjustments CF Size Factor
Base Values Base Adjusted
Fb (psi) Fv (psi) E (psi x mil)
Beam Span
Section (in³) Shear (in²) TL Defl (in) Actual Critical
NDS 2001
4x 8 DF-L #
Date: 1/04/
Porch Beam B
C0384A Cabin Plan
Uniform and partial uniform loads are lbs per lineal ft.
R1 = 1458 R2 = 1458
Uniform Load A
SPAN = 6 FT
BeamChek v2005 licensed to: Cad Northwest Reg # 5234-
Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.
R2= 1.4 in²
(psi)
ft
Lu = 0.0 Ft
l
Selection
Max V (Reduced) 734 #
Ch Shear Stress
Loads
Ratio 58% 24% 28% 35%
Status
Beam Wt per ft 6.17 Reaction 2 TL
Conditions
Data
DL Defl 0.02 in
Uniform LL: 180
OK OK OK OK
LL Defl
LL Max Defl L / 360 LL Actual Defl L / > Attributes
Uniform TL: 210 = A
R1= 1.4 in²
L / 240 L / 858
Min Bearing Area
Fc
TL Max Defl TL Actual Defl
Bm Wt Included (^) Maximum V Max Moment
Reaction 2 LL Reaction 1 TL
Reaction 1 LL
Values
N/A
Cm Wet Use
Cr Repetitive
Cd Duration
Adjustments CF Size Factor
Base Values Base Adjusted
Fb (psi) Fv (psi) E (psi x mil)
Beam Span
Section (in³) Shear (in²) TL Defl (in) Actual Critical
NDS 2001
4x 8 DF-L #
Date: 1/04/
Deck Beam B
C0384A Cabin Plan
Uniform and partial uniform loads are lbs per lineal ft.
R1 = 865 R2 = 865
Uniform Load A
SPAN = 8 FT
MATERIAL LIST C0384A Cabin Plan
Standard Foundation W/ Framed Roof
ITEM CALC SIZE LENGTH O.C. QTY 1 MAIN EXT STUDS 2X6 92-5/8" 16'' 57 EA 2 MAIN TREATED SILL 2X6 77 LF 3 MAIN INT PLATES 2X4 60 LF 4 MAIN EXT PLATES 2X6 160 LF 5 MAIN INT STUDS 2X4 16'' 24 EA 6 MAIN FLOOR PLYWOOD 3/4'' 384 SF 7 UPPER INT WALL STUDS 2x4 VARIES 16'' 37 EA 8 UPPER CEILING S.R. 1/2" GYP. 543 SF 9 HEADER, (Main Window) N/A 4X12 6' 1 EA 10 HEADER, (Ext Main Door) N/A 4X8 4' 1 EA 11 HEADER, (Main Window) N/A 4X8 4' 1 EA 12 HEADER, (Main Window) N/A 4X8 5' 1 EA 13 RAFTERS B02 2x12 15' 16'' 38 EA 14 EAVE BLOCKING 2X 14.5'' 16'' 36 EA 15 H2.5 RAFTER TIE 16'' 38 EA 16 ROOF SHEATH 1/2'' CDX 815 SF 17 ROOF FELT 30# Felt 815 SF 18 ROOFING 662 SF 19 BARGE RAFTERS 2X6 15' 4 EA 20 MAIN EXT WALL S.R. 1/2" GYP. 616 SF 21 MAIN INT WALL S.R. 1/2" GYP. 480 SF 22 MAIN CEILING S.R. 1/2" GYP. 384 SF 23 EXT WALL SHEATH 1/2" CDX 616 SF 24 EXT WALL VAPOR 15# Felt 616 SF 25 EXT SIDING (See Plan) Varies 616 SF 26 CONCRETE 4.24 CY 27 UPPER JOISTS B01 2X6 16' 16'' 9 EA 28 UPPER FLOOR PLYWOOD 5/8'' 140 SF 29 POST 4X6 8' 4 EA 30 MAIN FLOOR JOISTS B02 2X6 16' 18 EA 31 POST 4X4 6' 2 EA 32 DECK BEAM B05 4X8 9' 2 EA 33 FLOOR BEAM 4X8 24' 1 EA 34 PORCH BEAM B04 4X8 P.T. 6' 2 EA 35 DECK JOISTS 2X6 P.T. 6' 14 EA 36 DECKING 2X6 P.T. 18' 13 EA 37 MAIN FLOOR RIM JOISTS 2X6 80' 80 LF 38 RIDGE BEAM 2X14 30' 1 EA 39 ANCHOR BOLTS 1/2'' 48'' 20 EA 40 ANCHOR BOLTS 5/8'' 3 EA 41 HOLD DOWNS HD5A W/ SSTB20 2 EA 42 HOLD DOWNS HD2A 2 EA 43 STRAPS LSTA18 10 EA
This estimate is designed solely to provide the customer with a rough estimate of the
amount of material used in the given project. The material estimate is based on normal and
typical building and construction techniques. The actual amount of material used may vary
from this estimate due to a number of factors. Consequently, no representation or warranty
has been made that the amount of material used will not vary from the estimate.
44 FLOOR PLYWOOD 1- 1/8 384 SF
