2003-459 (2) PLAN VIEW STORE NAME
CUSTOMER -- GENERIC CUSTOMER MORSE 123 STREET RD.
DATE 06/23/03 REF Deck03174 SUN C-ITY ST
� 2003 (800) 665 1212
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LOAD AND SUPPORT: Your' deck will support a 41 PSF live load. Pos have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected' a height of 24 from"the top of ecking to level ground.
The top of the deck support posts will. therefore be 15.25° above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of eams, 16" center'to ce
NOTE: The design may require aces 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.
TOWN OF QUEENSBURY BUILDING DEPARTMENT
Based on our limited examination,
corn fiance with our comments shall
not be construed as indicating the F11
plans and specifics Bulding Codes .P MP V "
corn RU,Newance with the g ,.
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CUT LIST STORE NAME
CUSTOMER -- GENERIC CUSTOMER MORSE 123 STREET RD.
DATE 06123/03. REF Deck03174 CITY, ST
-% (800) 665 1212
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist 15' 7 1/2' F45 RO P fascia 6' 1/4° F22 S22
B joist (17) 10' 1 1/4' ` P ledger, 8' 1 1/2' F45 S45
C joist 5' 11 1/2' F45 RO 0 fascia 2' 10 3/4' F22 S45
D joist (6) 7' 1' 0 ledger 2' 9 1/4' F45 S45
E joist 7' 3 112' F45 , RO R ledger 15' 5' F45 SO
F joist 8' 7 1/2' F45 RO S ledger 24' 11 1/4'
G joist 9' 11 1/2' F45 RO T cap 2' 5 1/2
H joist (4) I0' 1'- T section 2',
I joist 9' 6 1/2' F45 RO U cap 5' 4 1/4" FO S22
J joist 8' 2 1/2' F45 RO U section 4' 9'
K joist 6' 10 1/2' F45' RO V cap 8' 9 1/2' F22 S22
L fascia 14' 6' FO S22 V section 4' 1/4'
L ledger 14' S 2/4' FO S45 W cap 6' 3 3/4' F22 S22
M fascia 8' 5 3/4' F22 S22 W section 5' 7 1/2'
M ledger 8' 4' F45 S45 X cap 4' 5 1/4' F22 S22
N fascia 6' F22 S22 X section 3' 9'
N ledger 6' 2 1/2' F45 S45 Y cap ill 112, F22 SO
0 fascia 4' 3 1/4' 'F22 S22 Z cap 1' 2 3/4" FO S22
0 ledger 4' 4 1/2' F45 S45 a cap 3' 3/4' F22 S45
a section 2' 1'
BEAM LAYOUT STORE. NAME
CUSTOMER -- GENERIC CUSTOMER , MORSE .128 STREET RD.
DATE 06/23/03 ,,REP Deck03174 y CITY, ST
(800) 555 1212
10' 2 3/4'
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12' 9 1/2'
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BEAM BEAM POST POST -
LABEL LENGTH COUNT SPACING
A 4' 6" 2.: 3' .I 1/2".
B 8' 3 1/4" 2` 6' 10 3/4"
C 24' II 1/40- 4 8' 2 1/2".-
D 8'-11 1/4" 2 8' 7 3/4"
E 4' 1 1/2" 2 ' 3' 10"
Post spacing is measured center-to-center.
Depth of post-in-concrete looters --- 48 inches.
CUSTOM VIEW
CUSTOMER -- GENERIC CUSTOMER MORSE
DATE O6/23/03 REF Deek03174
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►� STORE NAME
123 STREET RD.
CITY, ST.
r 1800) 555 1212
CUSTOM�UIEW
CUSTOMER.- GENERIC CUSTOMER MORSE
DATE .06/23/03 REF De(103174
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STORE NAME
123 STREET RD,
CITY, ST
1800) 555 1212
STRESS ANALYSIS
CUSTOMER: GENERIC CUSTOMER MORSE
DATE: 06/23/03 DESIGN: DECK03174 REF- 03174113.ZIP
SALESMAN #
--------------------------- ---------------
MEMBER STRESS FACTOR 'COMPOSITE*
,TYPE SIZE FACTOR LOAD LOAD
---------------------------------------------------------
JOISTS 2X8 DEFLECTION 105 PSF
161N' BENDING 117 PSF
SHEAR 114 PSF
COMPRESSION 194 PSF 105 PSF
e
BEAMS . 2-2x10 DEFLECTION 129 PSF
BENDING 64 PSF
SHEAR 51 PSF
COMPRESSION 207 PSF 51 PSF
BOLTS 1/21N SHEAR 1312 PSF 1312 PSF
POSTS 4X4 STABILITY 296 PSF 296 PSF
---------------------------------
TOTAL LOAD . 51 PSF
DEAD LOAD 10 PSF
LIVE LOAD' ' 41 PSF
-------------------------------7------------------------
STRINGER 2X12 DEFLECTION 748 PSF
BENDING- 475 PSF
SHEAR 274 PSF
COMPRESSION 986 PSF
-----------------------------------
TOTAL LOAD. 274 PSF
DEAD LOAD 10 PSF
LIVE LOAD 264 PSF
----------------------------------------------------
STRINGER 2X12 DEFLECTION 651 PSF
BENDING 413 PSF
SHEAR 239 PSF
COMPRESSION 858 PSF
----------------------------
TOTAL LOAD 239 PSF
DEAD -LOAD 10 PSF
LIVE LOAD 229 PSF
--------------------- ---------------------------------