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Congratulations: You now should have a plan for your new garage, and you are only that much closer to having a finished garage to store your valuables in. We hope that the size is just perfect and iits ts 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 pr pre-designed e-designed plans th that at you can view on our web page.
http://cadnw.com
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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:
Tom Easton (503) 625-6330 Cad Northwest Custom Home Design 22685 SW Conifer Dr Sherwood, OR 97140 [email protected] http://cadnw.com
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INDEX
Index Page
Title
1
Congratulations To Order Click Here
2 3
Index Front and Rear Elevation
4
Right and Left Elevation
5
Foundation, Floor and Roof Plan
6
Cross Section (Framed Roof Option)
7
Cross Section (Trussed Roof Option)
8
Cross Section (2” x 12” Ridge Option)
9
Typical Wall Detail
10
Alternate Foundation Detail (Single Pour Option)
11
Alternate Roof Detail (Trussed Roof Option)
12
Notes
13
Notes
14
Ridge Beam Calculation
15 16
Rafter Calculation Floor Joist Calculation (2” x 12” Option)
17
Floor Joist Calculation (Wood I Beam Option)
18
Garage Door Header Calculation
19
Stair Beam Calculation
20
Loft Window Header Calculation
21
Materials List
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G2424A Garage Plan
Roof Ridge
B01
Date: 10/16/06
Choice
5-1/8x 16-1/2 16-1/2 GLB 24F-V4 DF/DF
Conditions
Attributes Actual Critical Status Ratio Values Adjustments
ADJ Fb = 2304
DL adj: 12:12 pitch, R1= 9.5 in² R2= 9.5 in² DL Defl
Min Bearing Area Data
BASE Fb = 2400
BeamChek 2.2
0.35 in Suggested Camber 0.52 in
Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl
23.0 ft 29.06 # 668 # 35489 '# L / 240 L / 360
Section (in³) 232.55 184.86 OK 79%
Shear (in²) 84.56 42.90 OK 51%
TL Defl (in) 0.98 1.15 OK 85%
LL Defl 0.63 0.77 OK 82%
Fb (psi) 2400 2304 0.960 1.00
Fv (psi) 190 190
E (psi x mil) 1.8 1.8
Base Values Base Adjusted Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use
Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl
6172 # 6172 # 6172 # 5434 # L / 283 L / 439
Reaction 1 LL Reaction 2 LL
3968 # 3968 #
Fc l (psi) 650 650
1.00
BeamChek has automatically added the beam self-weight into the calculations. Loads
Uniform TL:
508 = A
Uniform LL:
345
Uniform Load A
R1 = 6172
R2 = 6172 SPAN = 23 FT Uniform and partial uniform loads are lbs per lineal ft.
22685 S.W. Conifer Dr. Sherwood OR 97140
Internet: www.cadnw.com Internet: www.cadnw.com Email: [email protected]
(503) 625-6330 Voice (503) 293-5025 Fax
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G2424A Garage Plan
INDEX
Rafters
B02
Date: 10/16/06
Choice
2x 8 DF-L #2 @ 16 in. oc
Conditions Data
Attributes Actual Critical Status Ratio
Values Adjustments
BASE Fb = 875
Repetitive Use, DL adj: 12:12 pitch, '91 NDS R1= 0.5 in² R2= 0.5 in² DL Defl Min Bearing Area Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl
11.5 ft 0# 0# 973 '# L / 240 L / 360
Section (in³) 13.14 9.67 OK 74%
Shear (in²) 10.88 4.78 OK 44%
TL Defl (in) 0.30 0.57 OK 53%
LL Defl 0.21 0.38 OK 54%
Fb (psi)
Fv (psi)
E (psi x mil)
95 95
1.6 1.6
875 1208 1.200 1.00 1.15
ADJ Fb = 1208
0.10 in
Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl
Base Values Base Adjusted CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use
BeamChek 2.2
338 # 338 # 338 # 303 # L / 455 L / 669
Reaction 1 LL Reaction 2 LL
230 # 230 #
Fc l (psi) 625 625
1.00
The beam self-weight was not automatically added to the loads by BeamChek. Loads
Uniform TL:
59 = A
Uniform LL:
40
Uniform Load A
R1 = 338
R2 = 338 SPAN = 11.5 FT Uniform and partial uniform loads are lbs per lineal ft.
22685 S.W. Conifer Dr. Sherwood OR 97140
Internet: www.cadnw.com Internet: www.cadnw.com Email: [email protected]
(503) 625-6330 Voice (503) 293-5025 Fax
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INDEX
G2424A Garage Plan
Upper Floor Joists
B03
BeamChek 2.2
Date: 12/13/05
Choice
BASE Fb = 875
(2) 2x 12 DF-L #2 @ 16 in. oc
Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
Repetitive Use, '91 NDS R1= 1.3 in² R2= 1.3 in² DL Defl Min Bearing Area
0.24 in
Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl
23.0 ft 0# 0# 4753 '# L / 240 L / 360
Section (in³) 63.28 56.68 OK 90%
Shear (in²) 33.75 12.22 OK 36%
TL Defl (in) 0.82 1.15 OK 72%
LL Defl 0.59 0.77 OK 77%
Fb (psi) 875 1006 1.000 1.00 1.15
Fv (psi) 95 95
E (psi x mil) 1.6 1.6
Base Values Base Adjusted CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use
830 # 837 # 837 # 774 # L / 335 L / 469
Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl
ADJ Fb = 1006
Reaction 1 LL Reaction 2 LL
613 # 613 #
Fc l (psi) 625 625
1.00
The beam self-weight was not automatically au tomatically added to the loads by BeamChek. Loads
Uniform TL: Point TL B = 67 C = 67
67 = A Distance 5.75 18.42
Uniform LL:
53
Uniform Load A B
Pt loads:
C
R1 = 830
R2 = 837 SPAN = 23 FT Uniform and partial uniform loads are lbs per lineal ft.
22685 S.W. Conifer Dr. Sherwood OR 97140
Internet: www.cadnw.com Internet: www.cadnw.com Email: [email protected]
(503) 625-6330 Voice (503) 293-5025 Fax
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INDEX
16" TJI® 360 @ 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
TJ-Beam(TM) 6.10 Serial Number: 7003019522 User: 2 4/27/2004 10:26:33 AM Page 1 Engine Version: 1.10.3
LOADS: Analysis is for a Joist Member. Member. Primary Load Group - Residential - Living Areas (psf): 30.0 Live at 100 % duration, 12.0 Dead
SUPPORTS: Input Width
Bearing Length
Vertical Reactions (lbs) Live/Dead/Uplift/Total
Detail
Other
1
Stud wall
3.50"
2.25"
480 / 192 / 0 / 672
A3: Rim Board
1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board®
2
Stud wall
3.50"
2.25"
480 / 192 / 0 / 672
A3: Rim Board
1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board®
-See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board
DESIGN CONTROLS: Maximum
Design
Control
Control
Location
Shear (lbs) Vertical Reaction (lbs)
660 660
-656 660
2190 1202
Passed (30%) Passed (55%)
Rt. end Span 1 under Floor loading Bearing 2 un u nder Floor loading
Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro
3893
3893 0.325 0.455 33
8405 0.590 1.179 30
Passed (46%) Passed (L/871) Passed (L/622) Passed
MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1
-Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability.
TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for th this is rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. program. Comparison Value: 1.88
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product product design criteria and code accepte accepted d design values. The specific product application, input d design esign loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for p product roduct availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above.
PROJECT INFORMATION: G2424A Garage Plan
OPERATOR INFORMATION: Tom Easton Cad Northwest
Copyright © 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist™,Pro™ and TJ-Pro™ are trademarks of Trus Joist.
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G2424A Garage Plan
INDEX
Garage Door Header
B04
Date: 10/16/06
Choice
BASE Fb = 2400
5-1/8x 15 GLB 24F-V4 DF/DF
BeamChek 2.2 ADJ Fb = 2400
Conditions Min Bearing Area Data
Attributes Actual Critical Status Ratio Values Adjustments
R1= 7.9 in² R2= 7.9 in² DL Defl
0.63 in Suggested Camber 0.95 in
Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl
16.0 ft 18.68 # 299 # 31572 '# L / 240 L / 360
Section (in³) 192.19 157.86 OK 82%
Shear (in²) 76.88 39.51 OK 51%
TL Defl (in) 0.66 0.80 OK 82%
LL Defl 0.02 0.53 OK 4%
Fb (psi) 2400 2400 1.000 1.00
Fv (psi) 190 190
E (psi x mil) 1.8 1.8
Base Values Base Adjusted Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use
5105 # Reaction 1 5105 # Reaction 2 5105 # Maximum V Max V (Reduced) 5005 # L / 293 TL Actual Defl LL Actual Defl L / >1000
Reaction 1 LL Reaction 2 LL
320 # 320 #
Fc l (psi) 650 650
1.00
BeamChek has automatically added the beam self-weight into the calculations. Loads
Uniform TL: Point TL B = 4460 C = 4460
62 = A Distance 6.5 9.5
Uniform LL:
40
Uniform Load A B
Pt loads:
C
R1 = 5105
R2 = 5105 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft.
22685 S.W. Conifer Dr. Sherwood OR 97140
Internet: www.cadnw.com Internet: www.cadnw.com Email: [email protected]
(503) 625-6330 Voice (503) 293-5025 Fax
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G2424A Garage Plan
INDEX
Stair Beam
B05
Date: 10/16/06
Choice
3-1/8x 12 GLB 24F-V4 DF/DF
BASE Fb = 2400
BeamChek 2.2 ADJ Fb = 2400
Conditions Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl
Data
Attributes Actual Critical Status Ratio
Section (in³) 75.00 39.48 OK 53%
Values
Base Values
Adjustments
Base Adjusted Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use
R1= 1.6 in² R2= 1.9 in² DL Defl 0.53 in Suggested Camber 0.80 in 20.0 ft Reaction 1 1011 # Reaction 1 LL 400 # 1221 # Reaction 2 LL 9.11 # Reaction 2 400 # 182 # Maximum V 1221 # 7896 '# Max V (Reduced) 1162 # TL Actual Defl L / 240 L / 338 L / 360 LL Actual Defl L / >1000 Shear (in²) 37.50 9.17 OK 24%
TL Defl (in) 0.71 1.00 OK 71%
LL Defl 0.18 0.67 OK 27%
Fb (psi) 2400
Fv (psi) 190
E (psi x mil) 1.8
190
1.8
2400 1.000 1.00
Fc l (psi) 650 650
1.00
BeamChek has automatically added the beam self-weight into the calculations. Loads
Uniform TL: Point TL B = 450 C = 600
50 = A Distance 12.0 12.0
Uniform LL:
40
Uniform Load A C B
Pt loads: R1 = 1011
R2 = 1221 SPAN = 20 FT Uniform and partial uniform loads are lbs per lineal ft.
22685 S.W. Conifer Dr. Sherwood OR 97140
Internet: www.cadnw.com Internet: www.cadnw.com Email: [email protected]
(503) 625-6330 Voice (503) 293-5025 Fax
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G2424A Garage Plan
INDEX
Loft Window Hdr
B06
BeamChek 2.2
Date: 10/16/06
Choice
BASE Fb = 2400
3-1/8x 12 GLB 24F-V4 DF/DF
Conditions Data
Attributes Actual Critical Status Ratio Values Adjustments
DL adj: 12:12 pitch, Min Bearing Area
R1= 6.9 in² R2= 6.9 in² DL Defl
0.01 in Suggested Camber 0.02 in
Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl
3.0 ft 12.89 # 39 # 6618 '# L / 240 L / 360
Section (in³) 75.00 33.09 OK 44%
Shear (in²) 37.50 34.71 OK 93%
TL Defl (in) 0.01 0.15 OK 9%
LL Defl <0.01 0.10 OK 0%
Fb (psi) 2400 2400 1.000 1.00
Fv (psi) 190 190
E (psi x mil) 1.8 1.8
Base Values Base Adjusted Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use
ADJ Fb = 2400
Reaction 1 4460 # Reaction 2 4460 # Maximum V 4460 # Max V (Reduced) 4396 # TL Actual Defl L / >1000 LL Actual Defl L / >1000
Reaction 1 LL Reaction 2 LL
56 # 56 #
Fc l (psi) 650 650
1.00
BeamChek has automatically added the beam self-weight into the calculations. Loads
Uniform TL: Point TL B = 8729
51 = A Distance 1.5
Uniform LL:
37
Uniform Load A B
Pt loads: R1 = 4460
R2 = 4460 SPAN = 3 FT Uniform and partial uniform loads are lbs per lineal ft.
22685 S.W. Conifer Dr. Sherwood OR 97140
Internet: www.cadnw.com Internet: www.cadnw.com Email: [email protected]
(503) 625-6330 Voice (503) 293-5025 Fax
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INDEX
MATERIAL LIST
G2424A Garage Plan Standard W/ Framed Roof
This estimate estimate is d designe esigned d solely solely to provide provide the customer customer with a rough roug h estimate of the amount amount of material used in the given pro projec ject. t. The material aterial estimate estimate is ba based sed on norm normal al and ty typical pical build building ing and construction construc tion techniques. The actual am amount ount of material material used may may vary from this estimate due to a number number of factors. factor s. Co Consequently, nsequently, no representation repr esentation or warranty warr anty has been made made that the amount amount of material used will wil l not vary from the estimate. 1 2 3 4 5 6 7 8 9 10
ITEM MA IN EXT STUDS UP P ER INT P L ATES UP UP P ER INT WA L L STUDS UP P ER CE IL ING S.R. (Optional) UP P ER INT WA L L S .R. (Optional) HEA DER, (Ext Main Gar age Door) HEA DE R, (Ext Main Door) HEA DER, (Main Window) HEA DE R, (Upper Window) RA F T E R S
11 12 13 14 15 16 17 18 19 20 21 22 23
EA VE BL OCK ING H2.5 RA F TER TIE ROOF SHEA TH ROOF FEL T ROOF ING B A R GE R A F T E R S MA IN EXT WA L L S.R. (Optional) MA IN C EIL ING S .R. (Optional) EXT WAL L SHEA TH EXT WA L L VA P OR EXT SIDING (See P lan) CO CONC RETE (Footing) CONC RE TE (Stem)
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
CONC RETE (Floor) CONC. FOOTING, (Doorway S lab) CONC. FOOTING, (Ridge Suppor t) CONC . F OOTING, (Garage Door) OISTS R I M J OI S T UP P ER FL OOR P L YWOOD RIDGE BE A M P OS T P OS T P OS T P OS T P OS T ST STA IR BEA M A NCHOR BOL TS WIRE MESH
22685 S.W. Conifer Dr. Sherwood OR 97140
CALC SIZE 2X6 2X4 2X4 1/2" GYP . 1/2" GYP . B 04 5-1/8X15 GL B N/A 4X8 N/A 4X10 N/A 3-1/8X12 GL B B 02 2X8
2X
LENGT O.C. QTY 95.13 16'' 57 144 5' 16'' 37 600 240 17' 1 4' 1 7' 1 4' 1 19' 16'' 3 38 8
14.5''
16'' 16''
1/2'' CDX 30#F elt 2X6 1/2" GYP . 1/2" GYP . 1/2" CDX 15#F elt Var ies 12'' X 6'' 6'' X 20''
TJ I
B 01 N/A N/A N/A N/A N/A B 05
19'
4'' (1) 48'' X 48'' X 4'' DP . (1) 26'' X 26'' X 12'' DP . (2) 20'' X 20'' X 10'' DP . 16 TJ I 360 24' 5/8'' 5-1/8X16-1/2 GL B 4X4 4X4 4X4 4X4 4X4 3-1/8X12 GL B 1/2'' 6X6 W1.4 X W1.4
Internet: www.cadnw.com Internet: www.cadnw.com Email: [email protected]
16''
24' 8' 8' 4' 9' 11' 21' 48''
EA LF EA SF SF EA EA EA EA EA
36 38 956 956 956 4 693 576 981 981 981 1.78 2.96
EA EA SF SF SF EA SF SF SF SF SF CY CY
7.11 0.20 0.17 0.17 19 96 576 1 2 2 1 1 1 1 20 20 576
CY CY CY CY EA LF SF EA EA EA EA EA EA EA EA SF
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