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CUSTOM Gi. ��N'th the1 pre In j
.CUSTOMER -- EbYTWE ALDRICW ��a Yp (af� �(' in9 Ga $l
DATE 05/09/03 REF Dgck03119 ,
ON ��• .` "'� '�; If""�. l��►� ilk i
RECEVED
n 1 JUL 3 0 2003
BUILDING &G � DEFT". 1
TOWN,OF QUEENSBURY
REVOED BY �' BI!'DING AND CODE
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STORE NAME
123 STREET Rb,
CITY, ST
(S00) 565 1212,
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CUT LIST FOR LEVEL I STORE N ME
CUSTOMER -- EDYTHE ALDRICH 123 STR E
T
T RD.
DATE 06/09/03 REF Deck08119 CITY, S
(800) 6S 1212
J
R
A B B B B A A A A A
C t
i
11
_ S Ql
D H
M G�
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LABEL LENGTH .BEVELS LABEL LENGTH BEVELS
A ,j6ist (10) 9' 8 1/4" J ledger 19, 10 3/2"
B joist (4) 14' S 1/4" K cap lb' 4. 1/2' FO S45
C Fa,;Cia . 10' FO S45 K Section 4' 9 1/4"
C led9or 9' 6 1/4" L cap 7' 11 1/2" F 45 S45
D fascia 7' 6 3/4" F45 S45 L section 7' 1 1/F" {I
D ledger, 7' 6" M cop 5' 5 1/2" F45 S4i
E fascia 5' 3/4' F45 S45 M section 4' 7 1/F"
C ledger 5' N cop 5' 10" F45 SO
F Fwsp is 5' F45 S45 N section 4' 7 1/P"
F ledger, 4' 10 1/2" 0 cop ' - 2" FO S45
G Fascio 5' 3/4" F45 S45 O sect ion l' 7 1/2°
G ledger 5' P cop 7' 11 1/2' F45 S4
H fascia 7' 6 3/4' F45 S45 P section 7' 1 1/21'
H ledger 7' G" a cap 7' 1' F4,9 SD
1 Fascia 10' F45 SO D section E' 3'
1 ledger 9' S 1/4' R cap 5 1/2"
trio/800'�i ZIO# OI:II 6003/60/90 6098Z609 AdnosNiino_.siid o:wo j
PLAN VIEW FOR LEVEL I STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD. _
DATE 05/09/03 REF Deck03119 CITY, ST
(800) 555 1212
20'
Emil
o
in
in
7' 6' 5'
LOAD AND SUPPORT: Your deck will support a 48 PSF live load. Posts have 36" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground.
The top of the deck support posts will therefore be-27.25" 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 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.
PLAN VIEW FOR LEVEL 2 STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET- RD.
DATE 06/09/03 REF Deck03119 CITY, ST
(800) 555 1212
5
O
f
LOAD AND SUPPORT: Your deck will support 'a 211 'PSF live-load: Posts. have 36" 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 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.
PLAN VIEW FOR LEVEL 3 STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD.
DATE 05/09/03 REF Deck03119 CITY, ST
(800) 565 1212
3'
3;
Fes`
:S
SITE DESCRITPION: The decking is 18" above ground level, and has no supporting posts. The ground
is assumed to be level. Your deck will support a 887 PSF live load. Joists are_to be placed 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 salesperson.
CUT LIST FOR LEVEL I STORE NAME _
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD.
DATE 05/09/03 REF Deek03119 CITY, ST
(800) 655 1212
FRI
A A A A A B B B B A A A A A
r
K C I
C
0
G �
M E G
E
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (10) 9' 8 1/4' J ledger 19, 10 1/2"
B joist (4) 14' 8 1/4" K cap 10' 4 112' FO S45
C fasc'la 10' FO S45 K section 4' 9 114'
C ledger 9' 8 1/4' L cap 7 11 1/2' F45 S45
D fascia 7' 6 3/4" F45 S45 L section 7' 1 112'
D ledger 7' 6" M cap 5' 5 112' F45 S45
E fascia 5' 3/4' F45 S45 M section 4' 7 1/2'
E ledger 5' N cap 5' 10' F45 SO
F -ascia 5' F45 S45 N section 4' 7 1/2"
F ledger 4' 10 1/2" 0 cap 2' 2" FO S45
- G fascia 5' 3/4' F45 S45 0 section V 7 1/2
G ledger 5' P cap 7' 11 112' F45 S45
H fascia 7' 6 3/4' F45 S45 P section 7' 1 112"
H ledger 7' 6" 0 cap 7' 1" F45 SO-
I fascia 10' F45 SO 0 section 6' 3'
I ledger 9' 8 1/4' R cap 5 1/2'
CUT LIST FOR LEVEL 2 STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RID..
DATE 05/09/03 REF Deck03119 CITY, ST
(8O01 555 1212
IF]
i
e
A A A
] H �
LABS UNM; BEias LABEL um" BefiLB '
A jast(3) 9'71/2- E ledge 4�10 I/e
B fascia 19 F45 $45 F cap 7"5 1/2' F45 SO
'B.le(lger 9'71/2' F sector 6'7 1/2• '
C fascia 5' F45 S45 G Cap 5'10' FO S45
C ledger 4'10 1/2' G sect(' 4'71/2'
D fosda 10' F45 S45 14 cop 7'S 1/2' F45 SO
D ledger 9'7 1/2^ N section 6'7 ve -
E fnsctfl 5' F45 S45 I cap 5'10' FO S45
I sect'.- 4'7 Ile '
CUT LIST FOR LEVEL 3 STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD.
DATE 05/09/03 REF Deck03119 CITY, ST
(800) 555 1212
j6mj
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist 2'7 I/2' E fascia 3' F45 S45
B joist e 7 i/2' E ledger 2'7 1/2'
C fascia 3 F45 S45 F fascia 3' F45 S45
C ledger 2'7 1/2' F ledger c 10 1/2'
D fascia 3' F45 S45 G cap 3'S t/L1
D ledger c 10 1/2' G section 2'7 1/L1
BEAM LAYOUT FOR LEVEL. I STORE NAME.
CUSTOMER -- EDYTHE ALDRICH• 123 STREET PD.
DATE 05/09/03 REF Deck03119 CITY, ST
. (Soo) '555 1212
i
r
A
B -
C i _
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 10 V2" 3 9' 9: 1/2"
B 7' 7 1/2" 2 7' 4"
C 7' 7 1/2" 2 7' 4"
4' 10 1/2" 2 4' 7"
.Post spacing is measured center-to-center.
Repth of post-in-concrete footers --- 36' inches.
BEAM LAYOUT FOR LEVEL 2 STORE NAME
CUSTOMER -- EDYTHE ALDRICH. ' 123 STREET, RD.
DATE 05/09/03 REF Deck03119 CITY, ST
(800) 665 1212
11 V
A ,f
6' 1°
1 -
I
1
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 4' 10 1/2" 2 4' 7"
B 4' 10 1/2" 2 4' 7"
Post spacing is measured center-to-center.
Depth, of post-in-concrete footers --- 36 inches.
t
BEAM LAYOUT FOR LEVEL 3 STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD.
DATE 05/09/03 REF Deck03119 CITY, ST
t800) 555 1212
HIM- ,
i
lt
k'
p
' c
�4
r
BEAM BEAM POST POST T
LABEL LENGTH COUNT SPACING
A 1' 5 1/2" . . 0
B 1' 5 1/2" 0
Post spacing is measured center-to=center.
Depth of post'in-concrete footers --- 36 inches.
PLAN VIEW FOR LEVEL I STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD.
DATE 04/29/03 REF Deck03119 CITY, ST
(800) 655 1212
20,
3'
t4r
3'
71 6" 7' 6'
LOAD AND SUPPORT: Your deck will support a 48 PSF live load. Posts have 36" below-ground
post support.
DECK AND POST HEIGHT: You selected a height, of 36" from the top of decking to level ground.
The top of the deck support posts will therefore be 27.25" 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.
i
PLAIN VIEW FOR LEVEL i STORE �,AMF
CUSTOMER EDYTHE ALDRIOH 123 STREET AD.
DATE 06/09/03 REF DecMI19 CITY, 8 .
(800) 6 6 1212
4 . 4.
7a i_
I
in ;I
- i
... ....... !!
j,
7' 7' V
LOAD AND SUPPORT: Your deck will support a 48 PSI" live load, Posts have 36" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 36" from tho top of decking to level round.
The top of the deck support posts will therefore be 27,26® above ground level. Your salesperson
can provide information .for uneven or sloped ground.
JOISTS: Set joists on top of beams, IS" canter to center.
NOTE: The design may require knee braces and bridging between joists. Your materials lis 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 cmy substitutions or modifi6otions
that you make) meets all local building codes and requirements, To verify that the suggestod design,
and any subetitutians or modifications, is consistent with conditions at the construction site,
review the design with your architect, Also consult your orchitoct for proper construction and use
of materials In the structure.
Be sure to follow the deck construction detail"available from your store salesperson}.
PLAN VIEW FOR LEVEL 3 STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD.
DATE 04/29/03 REF Deck03119 CITY, ST
(800) 555 1212
3'
SITE DESCRITPION: The decking is 18" above ground level, and has no supporting posts. The ground
is assumed to be level. Your deck will support a 887 PSF live load. Joists are to be placed on top
of beams, 16" center to center.
NOTE. The design may requite 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
4311 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 salesperson.
PLAN VIEW FOR LEVEL 2 STORE NAME
CUSTOMER -- EDYTHE ALDRICH 123 STREET RD.
DATE 04/29/03 REF Deck03119 CITY, ST .
(800) 555 1212
5'
zoom=
6
00
' 00
0�p t t(
66
LOAD AND SUPPORT: Your deck will support a 211 PSF live load. Posts have 36" 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 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.
BILL OF MATERIALS --- LUMBER
CUSTOMER: EDYTHE ALDRICH
DATE: 05/09/03 DESIGN: DECK03119 REF: 031-i9l54 .ZIP
SALESMAN # 8101
------------------------------------------------------------- -------------
COMPONENT SKU QUANTITY DESCRIPTION, WOOD TYPE
---------------------------------------------------------------------------
DECKING 568T 16 EA 5/4 X 6" 8 ' PT PINE
DECKING 5612T 16 EA 5/4X.6 12 ' PT PINE
DECKING 5610T 44 EA 5/4X6 1.0" PT PINE
RAIL CAP 2610T 10 EA 2X6 10! �, PT PINE
RAIL CAP 268T 1 EA 2X6 8 ' . ' PT PINE
RAIL CAP 2616T 1 EA 2X6 161- PT PINE
HORIZONTAL RAILS 2416T 20 EA 2X4 16' PT PINE
VERTICAL RAILS 224TB 208 EA 2X2 4 ' .SQ BAL PT PINE
RAIL POST 4416T 8 EA 4X4XI6 - PT PINE
STAIR POST 4410T 1 EA 4X4X10 . PT PINE
STAIR STRINGER 21212T 2 EA 2X12 12' PT PINE
STAIR TREAD 5616T 2 EA 5/4X6 16' PT PINE
BEAMS 2108T 7 EA 2X10 8 ' PT PINE
BEAMS 21012T 2 EA 2X10 12 ' PT PINE
BEAMS 21010T 3 EA 2X10 10' PT PINE
JOISTS 288T 2 EA 2X8 8 ' PT PINE
JOISTS 2810T 15 EA 2X8 10' PT PINE
JOISTS 2816T 4 EA 2X8 16' PT PINE
RIM BOARD 2810T 8 EA 2X8 10' PT PINE
RIM BOARD 288T 8 EA - 2X8 8 ' PT PINE
STAIR HANDRAIL/CAP 2612T 1 EA 2X6 12 ' PT PINE
HORZ. STAIR RAILS 2416T I EA 2X4 161 PT PINE
VERT. STAIR RAILS 224TB 22 EA -. 2X2 4 ' SQ BAL PT PINE
GROUND POSTS 4410T 2 EA 4X4X10 PT PINE
GROUND POSTS 4412T 5 EA 4X4X12 PT PINE
BILL OF MATERIALS --- OTHER MATERIALS
CUSTOMER: EDYTHE ALDRICH
DATE: 05/09/03 DESIGN: DECK03119 REF: 03119154 .ZIP
SALESMAN # 8101
---------------------------------------------------------------------------
COMPONENT SK(J QUANTITY DESCRIPTION
---------------------------------------------------------------------------
JOIST HANGER, 81N 28SJH 28 EA * 8" GALV. HANGER
JOIST HANGER NAILS 8TPG 4 BOX GALV JOIST HANGER NAILS
12D DECK SCREWS 13XT 20 BOX 3" GALV DECK SCREWS
8D DECK SCREWS . 1212XT 10 BOX 2 1/2" GALV DECK SCREWS
LAG SCREW 38412GLB 20 EA 3/8"X4-1/2" LAG SCREW
WASHER 38W 102 EA 3/8" WASHER
TIE-DOWN STRAP TY2 51 EA RT-15 RAFTER TYS
RAILING BOLT, 7IN 387CB 66 EA 3/8 X 7" CARRIAGE BOLT
NUT 38N 74 EA 3/8" NUT
8IN SONG TUBE SECT 5 EA 8"X12 ' SONG TUBE
CONCRETE, 80LB 80cm 36 BAGS CONCRETE, 80 LB BAG
---------------------------------------------------------------------------
---------------------------------------------------------------------------
GROUND POSTS PRESSURE-TREATED PINE r
STRINGERS PRESSURE-TREATED PINE
STAIR TREADS PRESSURE-TREATED PINE
STAIR RISERS PRESSURE-TREATED PINE t'
RAIL POSTS PRESSURE-TREATED PINE
RAIL GAPS PRESSURE-TREATED PINE
RAIL SPINDLES PRESSURE-TREATED PINE
OTHER RAIL MEMBERS PRESSURE-TREATED PINE