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CUSTOM VIEW UILDING
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CURTIS LUMBER CO
460,BIG BAY ROAD
QUEENSBURY NEW iYORK
(800) 555 1212
BEAM LA
YOUT d CEU TIS LUMBER 00 S
CUSTOMER -- JEFF & ROBIN 460 BIG BAY ROAD
DATE 05%25/02 REF Deck02122 QUEENSBURY NEW YORK
(800) 565 1212
9,11 1/4"
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- 2
B -
3; 11 "
1' 7 1/4'
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19'. 91, 4 6' 5 I/4°
B 14 II/2 2 _
13' 8' .
C 5' 9„ 2 5' 3 1/2"
.Post spacing is measured center-to=center.
Depth of concrete footers --- 48 inches.
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: CUT LIST CURTIS LUMBER, CO
CUSTOMER -- JEFE & ROBIN 460 BIG BAY ROAD
DATE 05/26/02 REF Deck02122 GiUEENSBURY NEW YORK
(800) 566 1212
I
A A A A A A A A A A B B . B B
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D
H N
J
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r E F L
F
G
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (10) 15' 7 1/2' H fascia 20' F45 SO
B joist (4) 919 3/4' H ledger 19'7.1/2'
C joist (4) 9' 9 3/4' I ledger :' 19' 9'
D fascia IS' FO S45 J.cap 8' 4 1/2' FO S45
D ledger 15' 7 1/2' J section 7' 7 1/2'
E fascia 14' 1 1/8' F45 S45 K cap 14' 5 1/2' F45 S45
E ledger 14'• K section G' 9 1/4'
F fascia 4' 1 1/2' F45 S45 L cap 1' 2' F45 SO
F ledger 4' M cap 6' 10' FO S45
G fascia . 6' F45 -S45 M section 5' 7 1/2'
G ledger 5' 9' N cap 20' 4 1/2' F45 SO
N section 6' 5 3/4"
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PLAN VIEW CURTIS LUMBER CO
CUSTOMER -- JEFF & ROBIN 460 BIG BAY ROAD
DATE 05/25/02 REF Deck02122 QUEENSBURY NEW YORK
(800) 555 1212
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14'
LOAD AND SUPPORT: Your deck will support a 58 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 96" from the top of decking to level ground.
The top of the deck support posts will therefore be 87.25" 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 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
CUSTOMER: JEFF & ROBIN
DATE: 05/25/02 DESIGN: DECK021.22 REF: 02122080.zip
SALESMAN # 8402
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MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
---------------------------------------------------------
JOISTS 2X8 DEFLECTION 116 PSF
161N BENDING 127 PSF
SHEAR 119 PSF
COMPRESSION 202 PSF 116 PSF
BEAMS 2-2X10 DEFLECTION 90 PSF
BENDING 68 PSF
SHEAR 74 PSF
COMPRESSION 209 PSF 68, -PSF-
BOLTS 1/21N SHEAR 2624 PSF 2624 PSF
POSTS 6X6 STABILITY 819 PSF 819 PSF
-----------------------------------
TOTAL LOAD . 68 PSF
DEAD LOAD lGPSF
LIVE LOAD 58 -PSF
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STRINGER 2X1.2 DEFLECTION 182 PSF
BENDING 192 PSF
SHEAR 170 PSF
COMPRESSION, 692 PSF
-----------------------------------
TOTAL LOAD 170 PSF
DEAD LOAD 10 PSF
LIVE LOAD 160- PSF
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