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t`1 TOWN OF QUEENSBUIRi,
BUILDING AND CODE
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CUSTOM VIEW �a
CUSTOMER -- GENERIC CUSTOMER
DATE 05/27/03 REF Deck03147
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STORE NAME
/ � 123 STREET RD,
f CITY ST
(800) 655 1212
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STRESS ANALYSIS
CUSTOMER: GENERIC CUSTOMER
DATE: 05/27/03 DESIGN: DECK03147 REF:
SALESMAN #
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
--------------------------- - ---------------------------
JOISTS 2X8 DEFLECTION 466 PSF
161N BENDING 334 PSF
SHEAR 212 PSF
COMPRESSION 327 PSF 212 PSF
BEAMS 2-2X10 DEFLECTION ' 90 PSF
BENDING 60 PSF
SHEAR 65 PSF
COMPRESSION 320 PSF 60 PSF
BOLTS 1/21N SHEAR 1797 PSF 1*797 PSF
POSTS 4X4 - STABILITY 405 PSF 405 PSF
-----------------------------------
TOTAL LOAD 60 PSF
DEAD LOAD 10 PSF
LIVE LOAD 50 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 906 ,PSF
BENDING 577 PSF
SHEAR 333 PSF
COMPRESSION 1198 PSF
-----------------------------------
TOTAL LOAD 333 PSF
DEAD LOAD 10 PSF
LIVE LOAD 323 PSF
--------------------------------------------------------
STRINGER 2X12 DEFLECTION 659 PSF
BENDING 417 PSF
SHEAR . 241 PSF
COMPRESSION 867 PSF
-----------------------------------
TOTAL LOAD 241 PSF
DEAD LOAD 10 PSF
LIVE LOAD 231 PSF
-------------------------------------------------------
BILL OFMATERIALS --- LUMBER
CUSTOMER: GENERIC CUSTOMER
DATE: 05/27/03 DESIGN: DECK03147 REF:
SALESMAN #
---------------------------------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE
---------- -----------------------------------------------------------------
DECKING 5612T 60 EA. . 5/4X6 12' PT PINE
RAIL CAP 2616T 2 EA 2X6 16' PT PINE
RAIL CAP 268T 2 EA 2X6. 8'
8 ' PT PINE
HORIZONTAL RAILS 2416T 7 EA 2X4 16' PT PINE
VERTICAL RAILS 224TB 94 EA 2X2 4' SQ BAL PT PINE
RAIL 'POST 4416T 3 EA 4X4X16 PT PINE
STAIR POST 4416T 1 EA 4X4X16l PT PINE
STAIR STRINGER 21212T 2 EA 2X12 12 ' PT PINE
STAIR TREAD 568T 3 EA 5/4 X 6" 8 ' PT PINE
STAIR RISER 568T 1 EA 5/4 X 6" 8' PT PINE
STAIR TREAD 5610T 2 EA 5/4X6 10" PT PINE
BEAMS 21016T 4 EA 2X10 16' PT PINE
BEAMS 2108T 14 EA -2XI0 8 ' PT PINE
JOISTS 2814T 17 EA 2X8 141 ' PT 'PINE
RIM BOARD. 2814T . 2 EA 2X8 14 ' PT PINE
RIM BOARD 2812T 4 EA 2X8 12' PT PINE
STAIR HANDRAIL/CAP 2616T I EA 2X6 16' PT PINE
HORZ. STAIR RAILS 2416T 1 EA 2X4 16' PT PINE
VERT. STAIR RAILS 224TB 32 EA 2X2 4' SQ BAL PT PINE
GROUND POSTS 4410T 4 EA 4X4X10 PT PINE
PLAN VIEW STORE NAME
CUSTOMER -- GENERIC CUSTOMER 123 STREET RD.
DATE 06/27/03 REF Deck03147 CITY, ST
(800) 555 1212
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LOAD AND 'SUPPORT: Your deck will. support a 49 PSF live load. Posts have-96`15elow-ground
post support.
. �y
DECK AND POST HEIGHT: You selected a, height -of from the top of decking 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 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 (and any substitution's 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.
BILL OFMATERIALS --- OTHER MATERIALS
CUSTOMER: GENERIC CUSTOMER
DATE: 05/27/03 DESIGN: DECK03147 REF:
SALESMAN #
---------------------------------------------------------------------------
COMPONENT � SKU QUANTITY DESCRIPTION
---------------------------------------------------------------------------
JOIST HANGER, 8IN 28SJH 34 EA 8" GA.LV. HANGER
JOIST HANGER NAILS 8TPG 4 BOX GALV JOIST HANGER NAILS
12D DECK SCREWS 13XT 21 BOX 3" GALV DECK SCREWS
8D DECK SCREWS 1212XT 11 -BOX 2 1/2" GALV DECK SCREWS
LAG SCREW 38412GLB 24 EA 3/8"X4-1/2'* LAG SCREW
WASHER 38W 84 EA 3/8" WASHER
TIE-DOWN STRAP TY2 38 EA RT-15 RAFTER TYS
RAILING BOLT, 7IN 387CB 32 EA 3/8 X 7" CARRIAGE BOLT
NUT 38N 46 EA 3/8" NUT
---------------------------------------------------------------------------
---------------------------------------------------------------------------
RAIL POSTS PRESSURE-TREATED PINE
RAIL CAPS PRESSURE-TREATED PINE
RAIL SPINDLES PRESSURE-TREATED PINE
OTHER RAIL MEMBERS PRESSURE-TREATED PINE
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