2003-751 (2) WTOM VIEW
( STOMER -- ROBERT
OTE_09/09/03 REF DeckO3252 JC.
• rCCNp=y � f�"��
a•4J N CO.sz CnC p
REG
, IVED
p o, m Tt�i�6l OF QUEE SBURY
p� CLco
wC ; U D CODE
B � .,
4tpc c p
cti��.ro
go
I
I
c�� f
Lid {
G 06
LL
()
Zo
J W Lu
WQ
co � .o
CURTIS LUMBER COMPANY
885 RT, 67
BALLSTON SPA/CM715
1618 1 885.5311 EXT. 426 OR 526
BEAM LAYOUT CURTIS LUMBER COMPANY
CUSTOMER -- ROBER'T 885 RT. 67
DATE 09/09/03 REF Deck03252 BALLSTON SPA/CM715
1 518 } 885-5311 EXT. 426 OR 526
7' 3 3/4".
7' 3„
A
1' 6 1/4"
,BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 9" 3 9' 83/4"
B 19' 90 3 9' 8 3/4"
Post spacing is measured center-to=center.
Depth of concrete footers_ --- 48 inches.
CUT LIST CURTIS LUMBER COMPANY
CUSTOMER -- ROBERT 885' RT. 67
DATE 09/09/03 REF Deck03252 BALLSTON SPA/CM715
f 518 l 885-53I EXT. 426 OR 526
E
E
A A A A A A A A A A A A A A A A A A A
B D I
G
G
H
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A ,lout (19) 15' 7 112" F cap 5' 5 1/2"
B fascia 16' FO S45 F section 5'
B ledger 15' 7 1/2' G cap 6' l° FO S45
C fascia 20' F45 S45 G section 5' 3"
C ledger 19' 9" H cap 20' 9" F45 S45
D fascia 16' F45 SO H section 6' 5 3/4"
D ledger 15' 7 112" I cap 16' 4 1/2" F45 SO
E ledger 19' 9" I section 7' 9 1/4"
PLAN VIEW CURTIS LUMBER COMPANY
CUSTOMER -- ROBERT 885 RT. 67
DATE 09/09/03 REF Deck03252 BALLSTON SPA/CM715
( .518 ) 885-5311 EXT. 426 OR 526�
20'
cD 5'
ti
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 39" from--the top of decking to level ground.
The top of the deck support posts will therefore be 28.25" above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 12" 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: ROBERT
DATE: 09/09/03 DESIGN: DECK03252 REF:
SALESMAN #
--------------------------------- ---------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
------------------------------:-------------------------
-JOISTS 2X10 DEFLECTION 762 PSF
121N BENDING 445 PSF
SHEAR 310 PSF
COMPRESSION 367 PSF 310 PSF
BEAMS 2-2X12 DEFLECTION 169 PSF
BENDING 82 PSF
SHEAR 69 PSF
COMPRESSION 354 PSF 69 PSF
BOLTS 1/21N SHEAR 1723 PSF 1723 PSF
POSTS 4X4 STABILITY 317 PSF 317 PSF
------------------------------7
TOTAL LOAD 69 PSF
DEAD LOAD 10 PSF
LIVE LOAD 59 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 270 PSF
BENDING 241 PSF
SHEAR 184 PSF
COMPRESSION 725 PSF
-----------------------------------
TOTAL LOAD 184 PSF
DEAD LOAD 10 PSF ,
LIVE LOAD 174 PSF
------------------------------------------------------