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CUSTOM VIEW
CUSTOMER -- TOM CRONIN
DATE 05/14/03 REP Deck03134
r
i
CURTIS LUMBER COMPANY
885 RT, 67
BALLSTON SPA/CM715
1 518 1 885-5311 EXT. 426 OR 526
PLAN VIEW CURTIS LUMBER COMPANY
CUSTOMER -- TOM` CRONIN 885 RT. 67
DATE 05/14/03 REF Deck03134 BALLSTON SPA/CM715
1 518 l 885-5311 EXT. '426 'OR 526
13'
0
3' 6'
LOAD AND SUPPORT: Your deck will support a 116 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 24" 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 unev n or sloped ground. Pow
JOISTS: Set joists on top of beams, 16' center to center. ���� / S � Y
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 mea urements.,-�beirsg_ corr.'ect.. for verifying_ that the design (and any substitutions ,or.,modi€ications
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 detain available from-your store salesperson.
v rye` -
STRESS ANALYSI-S'
CUSTOMER: TOM CRONIN
DATE: 05/14/03 DESIGN: DECK03134 ' REF: 03134111 . ZIP
SALESMAN # 1212/JO ANN
----------------------------- - --------------------
MEMBER, STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------- ----------------------------
JOISTS 2X8 DEFLECTION 137 PSF
161N BENDING 143 PSF
SHEAR 127 PSF
COMPRESSION 214 . PSF 127 PSF
BEAMS 2-2X10 DEFLECTION S63 -PSF
BENDING 230 PSF
SHEAR 144 PSF
COMPRESSION 382 PSF 144 PSF
BOLTS 1/21N SHEAR 4961 PSF 4961 PSF
POSTS 6X6 STABILITY 1664- PSF 1664 PSF
-----------------------------------
TOTAL LOAD 127 PSF
DEAD LOAD 10 PSF
LIVE LOAD 117 -PSF,
- ------------------------------ ------------------------
STRINGER 2X12 DEFLECTION' 617 -PSF
BENDING 420 PSF
SHEAR 255 PSF
COMPRESSION - 936 PSF
I
-----------------------------------
TOTAL LOAD
255 PSF
DEAD LOAD, 10 PSF
LIVE LOAD 245 PSF
-------------------------------------------------------
BEAM. LAYOUT CURTIS LUMBER COMPANY
CUSTOMER -- TOM CRONIN 885 RT. 67
DATE 05/14/03 REF Deck03134 BALLSTON SPA/CM715
518 ) 885-5311 EXT. 426 OR 526
9' 4 3/4"
JAI
7 1/4"
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 12' 9" 3 6' 1 3/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
d
GUT LIST
r C.URTIS. LUMBER- C-O-MPAN-Y
CUSTOMER -- TOM CRONIN 885 RT. 67
DATE 05/14/03 REF 'Deck03i34 BALLSTON SPA/CM715
1. 518- Y 8.8.5-5311- EXT. 426- OR- 526-
E
A A A A A A A A A
DI
B
C
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (9) 9' 7 1/2" C ledger 12' 9"
B fascia 10' FO S45 D fascia 10' F45 SO
B- hedger- 9' 7 1-/2" D-ledger- 9' 7- 112"
C fascia 13' F45 S45 E ledger 12' 9"