2003-381 (2) ,4
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CUSTOM VIEWS
CUSTOMER -- DAVID BUSCHLE
DATE 06/02/03 REF Deck03153
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BEAM LAYOUT FOR LEVEL 2 STORE NAME
CUSTOMER -- DAVID BUSCHLE 123 STREET RD.
DATE 06/02/03 REF Deck03153 CITY, ST
(800) 555 1212
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10' 11 1/4'
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 3' S" 2 2' 1/2"
8 22' 1/2" 4 7' 3"
C 1' 5 1/2" 2 1' 2"
D 13' 1 1/2" 2 12' 10"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- inches.
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BEAM LAYOUT FOR LEVEL ! STORE NAME
CUSTOMER -- DAVID BUSCHLE 123 STREET RD.
DATE 06/02/03' REF Deck03153 CITY, ST
(800) 555 121247
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BEAM BEAM POST' POST
LABEL LENGTH COUNT SPACING
A 5' S 1/2" 2 5' 2"
'B 5' S 1/2" 2 51211
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 36 inches.
CUT LIST FOR LEVEL 2 STORE NAME
CUSTOMER -- DAVID BUSCHLE 123 STREET RD.
DATE. 06/02/03 REF. Deck03153 CITY, ST
(800) 555 1212
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist.(2)' 9' 2 1/4' P fascia 3' 6 1/2' F22 S22
B joist. 9111 3/4.' F45 RO Pledger 3' 4 1/2' F45 S45
C joist 11' 3 3/4' F45 . RO 0 fascia 12' 6' F22 SO
D joist 14' 10 1/4' 0 ledger 12' 7 1/2' F45 SO
E joist 14' 10 1/4' R ledger 1' 10 3/4' FO S45
F joist 13' 6 3/4' FO R45 S ledger 2' 11 1/2' F45 S45
G joist (6) 12' 10 1/4' T ledger 8' .4 1/4' F45 S45
H joist, 13' 6' - FO R45 U ledger 2' 11 1/2' F45 *S45
I joist 14' 4' F45 R45 V ledger 8' 1/2' F45 SO
J joist 13' 1/4" F45 RO W cap 9' 7" FO S45
K fascia 9' 6' FO S45 W section 4' 4"
K ledger 9' 2 1/4' X cap 5' 8' F45 SO
L fascia 3' 4' F45 S22 X section ' 4' 9"
L ledger 3' 3 1/4' FO S45 Y cap 5' 8 3/4' FO S22
M fascia 3' 4.1/2' F22 S22 Y section 5' 1 1/2'
M_ledger 3' 8 3/4' F45 S45 Z cap 3' 10 1/4' F22 S22
N fascia 3' 4 F22 S45 Z section 3' 2
N ledger 3' 1 3/4' F45 SO a cap 3' 2 3/4' F22 SO
0 fascia 14' F45 S22 a section 2' 7 1/2'
0 ledger - 14' 1/2' FO S45 b cap 4' 9'
b section 4' 3 1/2'
CUT LIST• FOR LEVEL I STORE "NAME
CUSTOMER'. -- DAVID BUSCHLE_, 123 STREET RD.
DATE 06/02/03 REF Deck03153 CITY," ST
($00) 555 1212
M E :I
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LABEL LENGTH 'BEVELS LABEL LENGTH BEVELS
A joist- 5' 10' - F45 R45 H ledger 3' 2" F45;S45
B joist (3) 7' 7 1/2' I fascia 3' 3 3/4' F22 .S22
C joist 5'.'4' F45 R45 I ledger 3' 6.1/4' F45 S45
D fascia 3' 3 3/4' F22 S22 J fascia 3'3 3/4' F22 S22
D ledger 3' 2' F45 S45 J ledger 3''2' F45 S45
E Fascia 3' 3 3/4' F22 S22 K fascia 3!'3 3/4' 'F22 S22
E ledger 3' 6 1l4' F45 S45 K ledger 3' 6 1/4' F45 S45
F fascia 3' 3 3/4' F22 S22 ,L cap 3'6 3/4' FO S22
"F ledger 3' 2" F45 545- L section. 2' 11 1/4'
G fascia 3' 3 3l4' F22 S22 M cap' 3' 7 1/2' F22 S22
G ledger- 3' 6 Ito' F45 S45 M section 2' 11 1/4'
H fascia 3 3/4K F22 S22 N cap 3' 6 3/4' F22 SO
N section c' 11 1/4'
PLAN VIEW FOR LEVEL 2 STORE NAME
CUSTOMER -- DAVID BUSCHLE 123 STREET RD.
DATE 06/02/03 REF Deck03153 CITY, ST '
(800) 565 1212
22' 2'
C. 21 2 2'
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3' 3 3/4' 2' 4' 14' 2' 6'
LOAD AND SUPPORT: Your deck will support a 44 PSF live`load. Posts .have)3 " below-ground
post support.
DECK AND'POST HEIGHT.: You selected a height of 23" from the top of decking to level ground.
The top of the'deck support posts will therefore be:14.25"•above ground level. Your salesperson.
can provide information for uneven or,sloped ground.
JOISTS: Set joists on -top of beams,, 16" center to center..
NOTE: The design may require knee braces and bridging between joists. Your materials_ list includes
the necessary items. The suggested design is not a finished building plan. You are .responsible for
•all I measurements being correct, for verifying that- the design tend any substitutions or modifications
that you make) meets all local building 'codes and..requirements. To verify that the_suggested design,
and any substitutions or -modifications, is consistent with conditions at the'construction site,
review the design with your, architect.' Also consult your architect for proper construction and use
of, materials in the.structure.
Be sure to,follow the deck construction detail available ,from your store salesperson.
PLAN VIEW FOR LEVEL I STORE NAME
CUSTOMER -- DAVID BUSCHLE 123 STREET RD.
DATE 06/02/03 REF Deck03153 CITY, ST
(800) 555 1212
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LOAD AND SUPPORT: 'Your deck will support a 222 PSF'live load. Posts have " below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 30" from the top of decking to level ground.
The top of the deck support posts will therefore be 21.25" above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 16" center to center.
NOTE: The design may require knee braces and bridging between joists. Your materials list includes
the necessary items. The suggested design is not a finished building plan. You are responsible for
all measurements being correct, for verifying that.the design land any substitutions or modifications
that you make) meets all local building codes and requirements. To verify that the suggested design,
and any substitutions or modifications, is consistent with conditions at the construction site,
review the design with your architect. Also consult your architect for proper construction and use
of materials in the structure.
Be sure to follow the deck construction detail available from your store salesperson.
STRESS ANALYSIS FOR LEVEL 2
CUSTOMER: DAVID BUSCHLE
DATE: 06/02/03 DESIGN: DECK03153 REF: 03153145.ZIP
SALESMAN #
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MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 256 PSF
16IN BENDING 222 PSF
SHEAR 165 PSF
COMPRESSION 267 PSF 165 PSF
BEAMS 2-2X10 DEFLECTION 78 PSF
BENDING 54 PSF
SHEAR 63 PSF
COMPRESSION 281 PSF 54 PSF
BOLTS 1/21N SHEAR 2015 PSF 2015 PSF
POSTS 4X4 STABILITY 454 PSF 454 PSF
-----------------------------------
TOTAL LOAD 54 PSF
DEAD LOAD 10 PSF
LIVE LOAD 44 PSF
-------------------------------------------------------
STRINGER 2XI2 DEFLECTION 1693 PSF
BENDING 878 PSF
SHEAR 443 PSF
COMPRESSION 1478 PSF
-----------------------------------
TOTAL LOAD 443 PSF
DEAD LOAD 10 PSF
LIVE LOAD 433 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 1483 PSF
BENDING 768 PSF
SHEAR 388 PSF
COMPRESSION 1293 PSF
TOTAL LOAD 388 PSF
DEAD LOAD 10 PSF
LIVE LOAD 378 PSF
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STRESS ANALYSIS FOR LEVEL 1
CUSTOMER: DAVID BUSCHLE
DATE: 06/02/03 DESIGN. DECK - REF,: 03153145.ZIP
. SALESMAN
---------------------- ------------- -----------
MEMBER STRESS. FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------1--------- --------------------------------
JOISTS 2X8 DEFLECTION 1041 PSF
161N BENDING 904 PSF
SHEAR 419 PSF
COMPRESSION 538 PSF 419 PSF
BEAMS 2-2X10 DEFLECTION 1148 PSF
BENDING 409 PSF
SHEAR 232 PSF
COMPRESSION 500 PSF 232 PSF
BOLTS 1/21N SHEAR 9652 PSF 9652 PSF
POSTS 4X4 STABILITY 2170 PSF 2170 PSF
-----------------------------------
TOTAL LOAD 232 PSF
DEAD LOAD 10 PSF
LIVE LOAD 222 PSF
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