Free Cabin 1

8/6/2019 Free Cabin 1

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ongratulations:

ou now should have a plan for your new cabin, and youe that much closer to having a finished cabin for yourcreation. We hope that the size is just perfect and its justhat you were looking for.

hat's Great.

o you need it larger or want to relocate doors andndows or do you need something completely different?

o problem.

hatever modification you need we can do it quickly and foreasonable cost. We also have many pre-designed plans that youn view on our web page. http://kwikplans.com < Cl ic k Here

emember, with a purchased plan you receive master drawings on 24" x 36"llums that can be modified and reproduced for your project.

o ur n e x t s t e p .

rder by phone with a credit card by calling:

renda Thorne03) 245-8974

wik Plans65 SW 69

ortland, Or [email protected]://kwikplans.com

03) 293-5025 fax

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BeamChek v2005 licensed to: Cad Northwest Reg # 5234-65453

Rb = 0.00 Le = 0.00 Ft Kbe = 0.01.0000Cl Stability

R2= 0.5 in

(psi)

'###ft

Lu = 0.0 Ft

l

Selection

269 #Max V (Reduced)

625

1.00Ch Shear Stress

Loads

79%66%27%80%RatioStatus

240 #Reaction 2 TL0Beam Wt per ft

Conditions

Data

0.06 inDL Defl

53Uniform LL:

OKOKOKOK

LL Defl

0.300.24

L / 457L / 360 LL Actual DeflLL Max Defl

Attributes

67 = AUniform TL:

R1= 0.5 in

625

L / 366L / 240

0 300 #675

240 #300 #300 #

9.0

Min Bearing Area

Fc

TL Actual DeflTL Max Defl

Bm Wt Included Maximum VMax Moment

Reaction 2 LLReaction 1 TLReaction 1 LL

Values

1.001.00N/A

1.00

1.00

1.151.00

1.300

Cm Wet Use

Cr RepetitiveCd DurationCF Size FactorAdjustments

1.61.6

180180

9001346

Base ValuesBase Adjusted

E (psi x mil)Fv (psi)Fb (psi)

0.300.45

8.252.25

7.566.02

Beam Span

TL Defl (in)Shear (in)Section (in)ActualCritical

Repetitive Use, NDS 20012x 6 DF-L #2 @ 16 in. oc

Date: 1/04/07Floor Joist

B01C0384A Cabin Plan

Uniform and partial uniform loads are lbs per lineal ft.

R2 = 300R1 = 300

Uniform Load A

SPAN = 9 FT

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R2= 1.1 in

(psi)

'###ft

Lu = 0.0 Ft

l

Selection


625

1.00Ch Shear Stress

Loads


600 #Reaction 2 TL0Beam Wt per ft

Conditions

Data

1000L / 360 LL Actual DeflLL Max Defl

Attributes

152 = AUniform TL:

R1= 1.1 in

625

L / >1000L / 240

0 685 #1541

600 #685 #685 #

9.0

Min Bearing Area

Fc




Values

1.001.00N/A

1.00

1.00

1.151.00

1.000

Cm Wet Use


1.61.6

180180

9001035



0.080.45

16.884.52

31.6417.86

Beam Span


Repetitive Use, DL adj: 12:12 pitch, NDS 20012x 12 DF-L #2 @ 16 in. oc

Date: 1/04/07Rafters



R2 = 685R1 = 685

Uniform Load A

SPAN = 9 FT



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R2= 2.3 in

(psi)

'###ft

Lu = 0.0 Ft

l

Selection


625

1.00Ch Shear Stress

Loads


1200 #Reaction 2 TL6.17Beam Wt per ft

Conditions

Data

0.01 inDL Defl

400Uniform LL:

OKOKOKOK

LL Defl

0.200.07

L / >1000L / 360 LL Actual DeflLL Max Defl

Attributes

480 = AUniform TL:

R1= 2.3 in

625

L / 905L / 240

37 1458 #2188

1200 #1458 #1458 #

6.0

Min Bearing Area

Fc




Values

1.001.00N/A

1.00

1.00

1.001.00

1.300

Cm Wet Use


1.61.6

180180

9001170



0.080.30

25.389.71

30.6622.44

Beam Span


NDS 20014x 8 DF-L #2

Date: 1/04/07Porch Beam



R2 = 1458R1 = 1458

Uniform Load A

SPAN = 6 FT



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R2= 1.4 in

(psi)

'###ft

Lu = 0.0 Ft

l

Selection


625

1.00Ch Shear Stress

Loads



Conditions

Data

0.02 inDL Defl

180Uniform LL:

OKOKOKOK

LL Defl

0.270.09


Attributes

210 = AUniform TL:

R1= 1.4 in

625

L / 858L / 240

49 865 #1729

720 #865 #865 #

8.0

Min Bearing Area

Fc




Values

1.001.00N/A

1.00

1.00

1.001.00

1.300

Cm Wet Use


1.61.6

180180

9001170



0.110.40

25.386.12

30.6617.74

Beam Span


NDS 20014x 8 DF-L #2

Date: 1/04/07Deck Beam



R2 = 865R1 = 865

Uniform Load A

SPAN = 8 FT



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R2= 2.2 in

(psi)

'###ft

Lu = 0.0 Ft

l

Selection


625

1.00Ch Shear Stress

Loads



Conditions

Data

0.02 inDL Defl

360Uniform LL:

OKOKOKOK

LL Defl

0.200.06


Attributes

450 = AUniform TL:

R1= 2.2 in

625

L / 964L / 240

37 1368 #2053

1080 #1368 #1368 #

6.0

Min Bearing Area

Fc




Values

1.001.00N/A

1.00

1.00

1.001.00

1.300

Cm Wet Use


1.61.6

180180

9001170



0.070.30

25.389.11

30.6621.05

Beam Span


NDS 20014x 8 DF-L #2

Date: 1/04/07Floor Beams



R2 = 1368R1 = 1368

Uniform Load A

SPAN = 6 FT



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MATERIAL LIST C0384A Cabin PlanStandard W/ Framed Roof

This estimate is designed solely to provide the customer with arough estimate of the amount of material used in the given project.The material estimate is based on normal and typical buildingand construction techniques. The actual amount of material used mayvary from this estimate due to a number of factors. Consequently,no representation or warranty has been made that the amount ofmaterial used will not vary from the estimate.

ITEM CALC SIZE LENGTH O.C. QTY1 MAIN EXT STUDS 2X6 91.13 16'' 57 EA2 MAIN TREATED SILL 2X6 77 LF3 MAIN INT PLATES 2X4 60 LF4 MAIN EXT PLATES 2X6 160 LF

5 MAIN INT STUDS 2X4 16'' 24 EA6 UPPER INT WALL STUDS 2x4 VARIES 16'' 37 EA7 UPPER CEILING S.R. (Optional) 1/2" GYP. 543 SF8 HEADER, (Main Window) N/A 4X12 6' 1 EA9 HEADER, (Ext Main Door) N/A 4X8 4' 1 EA10 HEADER, (Main Window) N/A 4X8 4' 1 EA11 HEADER, (Main Window) N/A 4X8 5' 1 EA12 RAFTERS B02 2x12 15' 16'' 38 EA13 EAVE BLOCKING 2X 14.5'' 16'' 36 EA14 H2.5 RAFTER TIE 16'' 38 EA15 ROOF SHEATH 1/2'' CDX 662 SF16 ROOF FELT 30# Felt 662 SF17 ROOFING 662 SF

18 BARGE RAFTERS 2X6 15' 4 EA19 MAIN EXT WALL S.R. (Optional) 1/2" GYP. 616 SF20 MAIN INT WALL S.R. (Optional) 1/2" GYP. 480 SF21 MAIN CEILING S.R. (Optional) 1/2" GYP. 384 SF22 EXT WALL SHEATH 1/2" CDX 616 SF23 EXT WALL VAPOR 15# Felt 616 SF24 EXT SIDING (See Plan) Varies 616 SF25 CONCRETE (Footing) 12'' X 6'' 1.48 CY26 CONCRETE (Stem) 6'' X 20'' 2.47 CY27 JOISTS B01 2X6 9' 16'' 10 EA28 UPPER FLOOR PLYWOOD 5/8'' 140 SF29 POST 4X6 8' 4 EA30 POST 4X4 6' 2 EA

31 DECK BEAM B05 4X8 9' 2 EA32 FLOOR BEAM 4X8 24' 1 EA33 PORCH BEAM B04 4X8 6' 2 EA34 DECK JOISTS 2X6 P.T. 6' 14 EA35 DECKING 2X6 P.T. 18' 13 EA36 ANCHOR BOLTS 1/2'' 48'' 20 EA37 HOLD DOWNS HD5A W/ SSTB20 2 EA

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