Free 16' x 24' Cabin Plan
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Congratulations: You now should have a plan for your new cabin, and you are that much closer to having a finished cabin for your recreation. We hope that the size is just perfect and its just what you were looking for. That's Great. Do you need it larger or want to relocate doors and windows or do you need something completely different? No problem. Whatever modification you need we can do it quickly and for a reasonable cost. We also have many pre-designed plans that you can view on our web page. http://kwikplans.com < Click Here Remember, with a purchased plan you receive master drawings on 24" x 36" vellums that can be modified and reproduced for your project. Your next step. Order by phone with a credit card by calling: Brenda Thorne (503) 245-8974 Kwik Plans 9565 SW 69 Portland, Or 97223 [email protected] http://kwikplans.com (503) 293-5025 fax
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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
To Order Click Here
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BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B01 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Floor Joist Date: 1/04/07
2x 6 DF-L #2 @ 16 in. oc Lu = 0.0 Ft Repetitive Use, NDS 2001 Min Bearing Area R1= 0.5 in² R2= 0.5 in² DL Defl 0.06 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl
9.0 ft 0# 0# 675 '# L / 240 L / 360
Section (in³) 7.56 6.02 OK 80%
Shear (in²) 8.25 2.25 OK 27%
Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl TL Defl (in) 0.30 0.45 OK 66%
240 # 300 # 300 # 269 # L / 366 L / 457
Reaction 2 LL Reaction 2 TL
LL Defl 0.24 0.30 OK 79%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1346 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 53
Uniform TL: 67 = A
Uniform Load A
R1 = 300
R2 = 300 SPAN = 9 FT Uniform and partial uniform loads are lbs per lineal ft.
Fc l (psi) 625 625
1.00
240 # 300 #
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BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B02 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Rafters Date: 1/04/07
2x 12 DF-L #2 @ 16 in. oc Lu = 0.0 Ft Repetitive Use, DL adj: 12:12 pitch, NDS 2001 Min Bearing Area R1= 1.1 in² R2= 1.1 in² DL Defl1000 TL Defl (in) 0.08 0.30 OK 27%
Reaction 2 LL Reaction 2 TL
LL Defl 0.07 0.20 OK 33%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1170 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 400
Fc l (psi) 625 625
1.00
Uniform TL: 480 = A
Uniform Load A
R1 = 1458
R2 = 1458 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft.
1200 # 1458 #
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BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B05 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Deck Beam Date: 1/04/07
4x 8 DF-L #2 NDS 2001 Min Bearing Area
Lu = 0.0 Ft R1= 1.4 in² R2= 1.4 in² DL Defl 0.02 in
Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl
8.0 ft 6.17 # 49 # 1729 '# L / 240 L / 360
Section (in³) 30.66 17.74 OK 58%
Shear (in²) 25.38 6.12 OK 24%
Reaction 1 LL 720 # Reaction 1 TL 865 # Maximum V 865 # Max V (Reduced) 734 # TL Actual Defl L / 858 LL Actual Defl L / >1000 TL Defl (in) 0.11 0.40 OK 28%
Reaction 2 LL Reaction 2 TL
LL Defl 0.09 0.27 OK 35%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1170 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 180
Uniform TL: 210 = A
Uniform Load A
R1 = 865
R2 = 865 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft.
Fc l (psi) 625 625
1.00
720 # 865 #
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BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B06 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Floor Beams Date: 1/04/07
4x 8 DF-L #2 NDS 2001 Min Bearing Area
Lu = 0.0 Ft R1= 2.2 in² R2= 2.2 in² DL Defl 0.02 in
Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl
6.0 ft 6.17 # 37 # 2053 '# L / 240 L / 360
Section (in³) 30.66 21.05 OK 69%
Shear (in²) 25.38 9.11 OK 36%
Reaction 1 LL 1080 # Reaction 1 TL 1368 # Maximum V 1368 # Max V (Reduced) 1093 # TL Actual Defl L / 964 LL Actual Defl L / >1000 TL Defl (in) 0.07 0.30 OK 25%
Reaction 2 LL Reaction 2 TL
LL Defl 0.06 0.20 OK 29%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1170 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 360
Fc l (psi) 625 625
1.00
Uniform TL: 450 = A
Uniform Load A
R1 = 1368
R2 = 1368 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft.
1080 # 1368 #
MATERIAL LIST
C0384A Cabin Plan Standard Foundation W/ Framed Roof
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.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
ITEM MAIN EXT STUDS MAIN TREATED SILL MAIN INT PLATES MAIN EXT PLATES MAIN INT STUDS MAIN FLOOR PLYWOOD UPPER INT WALL STUDS UPPER CEILING S.R. HEADER, (Main Window) HEADER, (Ext Main Door) HEADER, (Main Window) HEADER, (Main Window) RAFTERS EAVE BLOCKING H2.5 RAFTER TIE ROOF SHEATH ROOF FELT ROOFING BARGE RAFTERS MAIN EXT WALL S.R. MAIN INT WALL S.R. MAIN CEILING S.R. EXT WALL SHEATH EXT WALL VAPOR EXT SIDING (See Plan) CONCRETE UPPER JOISTS UPPER FLOOR PLYWOOD POST MAIN FLOOR JOISTS POST DECK BEAM FLOOR BEAM PORCH BEAM DECK JOISTS DECKING MAIN FLOOR RIM JOISTS RIDGE BEAM ANCHOR BOLTS ANCHOR BOLTS HOLD DOWNS HOLD DOWNS STRAPS
CALC
N/A N/A N/A N/A B02
SIZE 2X6 2X6 2X4 2X6 2X4 3/4'' 2x4 1/2" GYP. 4X12 4X8 4X8 4X8 2x12 2X
LENGTH 92-5/8"
O.C. 16''
16'' VARIES 6' 4' 4' 5' 15' 14.5''
16''
16'' 16'' 16''
1/2'' CDX 30# Felt
B01
B02 B05 B04
2X6 1/2" GYP. 1/2" GYP. 1/2" GYP. 1/2" CDX 15# Felt Varies
15'
2X6 5/8'' 4X6 2X6 4X4 4X8 4X8 4X8 P.T. 2X6 P.T. 2X6 P.T. 2X6 2X14 1/2'' 5/8'' HD5A W/ SSTB20 HD2A LSTA18
16'
16''
8' 16' 6' 9' 24' 6' 6' 18' 80' 30' 48''
QTY 57 77 60 160 24 384 37 543 1 1 1 1 38 36 38 815 815 662 4 616 480 384 616 616 616 4.24 9 140 4 18 2 2 1 2 14 13 80 1 20 3 2 2 10
EA LF LF LF EA SF EA SF EA EA EA EA EA EA EA SF SF SF EA SF SF SF SF SF SF CY EA SF EA EA EA EA EA EA EA EA LF EA EA EA EA EA EA
INDEX
Congratulations: You now should have a plan for your new cabin, and you are that much closer to having a finished cabin for your recreation. We hope that the size is just perfect and its just what you were looking for. That's Great. Do you need it larger or want to relocate doors and windows or do you need something completely different? No problem. Whatever modification you need we can do it quickly and for a reasonable cost. We also have many pre-designed plans that you can view on our web page. http://kwikplans.com < Click Here Remember, with a purchased plan you receive master drawings on 24" x 36" vellums that can be modified and reproduced for your project. Your next step. Order by phone with a credit card by calling: Brenda Thorne (503) 245-8974 Kwik Plans 9565 SW 69 Portland, Or 97223 [email protected] http://kwikplans.com (503) 293-5025 fax
< PREVIOUS PAGE
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INDEX
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
To Order Click Here
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BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B01 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Floor Joist Date: 1/04/07
2x 6 DF-L #2 @ 16 in. oc Lu = 0.0 Ft Repetitive Use, NDS 2001 Min Bearing Area R1= 0.5 in² R2= 0.5 in² DL Defl 0.06 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl
9.0 ft 0# 0# 675 '# L / 240 L / 360
Section (in³) 7.56 6.02 OK 80%
Shear (in²) 8.25 2.25 OK 27%
Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl TL Defl (in) 0.30 0.45 OK 66%
240 # 300 # 300 # 269 # L / 366 L / 457
Reaction 2 LL Reaction 2 TL
LL Defl 0.24 0.30 OK 79%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1346 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 53
Uniform TL: 67 = A
Uniform Load A
R1 = 300
R2 = 300 SPAN = 9 FT Uniform and partial uniform loads are lbs per lineal ft.
Fc l (psi) 625 625
1.00
240 # 300 #
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BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B02 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Rafters Date: 1/04/07
2x 12 DF-L #2 @ 16 in. oc Lu = 0.0 Ft Repetitive Use, DL adj: 12:12 pitch, NDS 2001 Min Bearing Area R1= 1.1 in² R2= 1.1 in² DL Defl1000 TL Defl (in) 0.08 0.30 OK 27%
Reaction 2 LL Reaction 2 TL
LL Defl 0.07 0.20 OK 33%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1170 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 400
Fc l (psi) 625 625
1.00
Uniform TL: 480 = A
Uniform Load A
R1 = 1458
R2 = 1458 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft.
1200 # 1458 #
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INDEX
BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B05 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Deck Beam Date: 1/04/07
4x 8 DF-L #2 NDS 2001 Min Bearing Area
Lu = 0.0 Ft R1= 1.4 in² R2= 1.4 in² DL Defl 0.02 in
Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl
8.0 ft 6.17 # 49 # 1729 '# L / 240 L / 360
Section (in³) 30.66 17.74 OK 58%
Shear (in²) 25.38 6.12 OK 24%
Reaction 1 LL 720 # Reaction 1 TL 865 # Maximum V 865 # Max V (Reduced) 734 # TL Actual Defl L / 858 LL Actual Defl L / >1000 TL Defl (in) 0.11 0.40 OK 28%
Reaction 2 LL Reaction 2 TL
LL Defl 0.09 0.27 OK 35%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1170 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 180
Uniform TL: 210 = A
Uniform Load A
R1 = 865
R2 = 865 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft.
Fc l (psi) 625 625
1.00
720 # 865 #
< PREVIOUS PAGE
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INDEX
BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453 C0384A Cabin Plan B06 Selection Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Floor Beams Date: 1/04/07
4x 8 DF-L #2 NDS 2001 Min Bearing Area
Lu = 0.0 Ft R1= 2.2 in² R2= 2.2 in² DL Defl 0.02 in
Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl
6.0 ft 6.17 # 37 # 2053 '# L / 240 L / 360
Section (in³) 30.66 21.05 OK 69%
Shear (in²) 25.38 9.11 OK 36%
Reaction 1 LL 1080 # Reaction 1 TL 1368 # Maximum V 1368 # Max V (Reduced) 1093 # TL Actual Defl L / 964 LL Actual Defl L / >1000 TL Defl (in) 0.07 0.30 OK 25%
Reaction 2 LL Reaction 2 TL
LL Defl 0.06 0.20 OK 29%
Fb (psi) Fv (psi) E (psi x mil) Base Values 900 180 1.6 Base Adjusted 1170 180 1.6 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Uniform LL: 360
Fc l (psi) 625 625
1.00
Uniform TL: 450 = A
Uniform Load A
R1 = 1368
R2 = 1368 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft.
1080 # 1368 #
MATERIAL LIST
C0384A Cabin Plan Standard Foundation W/ Framed Roof
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.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
ITEM MAIN EXT STUDS MAIN TREATED SILL MAIN INT PLATES MAIN EXT PLATES MAIN INT STUDS MAIN FLOOR PLYWOOD UPPER INT WALL STUDS UPPER CEILING S.R. HEADER, (Main Window) HEADER, (Ext Main Door) HEADER, (Main Window) HEADER, (Main Window) RAFTERS EAVE BLOCKING H2.5 RAFTER TIE ROOF SHEATH ROOF FELT ROOFING BARGE RAFTERS MAIN EXT WALL S.R. MAIN INT WALL S.R. MAIN CEILING S.R. EXT WALL SHEATH EXT WALL VAPOR EXT SIDING (See Plan) CONCRETE UPPER JOISTS UPPER FLOOR PLYWOOD POST MAIN FLOOR JOISTS POST DECK BEAM FLOOR BEAM PORCH BEAM DECK JOISTS DECKING MAIN FLOOR RIM JOISTS RIDGE BEAM ANCHOR BOLTS ANCHOR BOLTS HOLD DOWNS HOLD DOWNS STRAPS
CALC
N/A N/A N/A N/A B02
SIZE 2X6 2X6 2X4 2X6 2X4 3/4'' 2x4 1/2" GYP. 4X12 4X8 4X8 4X8 2x12 2X
LENGTH 92-5/8"
O.C. 16''
16'' VARIES 6' 4' 4' 5' 15' 14.5''
16''
16'' 16'' 16''
1/2'' CDX 30# Felt
B01
B02 B05 B04
2X6 1/2" GYP. 1/2" GYP. 1/2" GYP. 1/2" CDX 15# Felt Varies
15'
2X6 5/8'' 4X6 2X6 4X4 4X8 4X8 4X8 P.T. 2X6 P.T. 2X6 P.T. 2X6 2X14 1/2'' 5/8'' HD5A W/ SSTB20 HD2A LSTA18
16'
16''
8' 16' 6' 9' 24' 6' 6' 18' 80' 30' 48''
QTY 57 77 60 160 24 384 37 543 1 1 1 1 38 36 38 815 815 662 4 616 480 384 616 616 616 4.24 9 140 4 18 2 2 1 2 14 13 80 1 20 3 2 2 10
EA LF LF LF EA SF EA SF EA EA EA EA EA EA EA SF SF SF EA SF SF SF SF SF SF CY EA SF EA EA EA EA EA EA EA EA LF EA EA EA EA EA EA
