AST-000384-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: AST-000384-2017 Date Issued: Wednesday, August 9,2017
This is to certify that work requested to be done as shown by Permit Number AST-000384-2017
has been completed.
Tax Map Number: 295.15-1-25
Location: 3 CRESTWOOD DR
Owner: Debbie Scarfo,Joe Scarfo
Applicant: Home Improvement Gallery Inc
This structure may be occupied as a: Deck 350 s.f.
By Order of Town Board
TOWN OF QUEENSSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, (•+�T"/ �d
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000384-2017
Tax Map No: 295.15-1-25
Permission is hereby granted to: Home Improvement Gallery Inc
For property located at: 3 CRESTWOOD DR
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tvoe of Construction
Owner Name: Debbie Scarfo Deck $8,000.00
Owner Address: 3 CRESTWOOD DR Total Value $8,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Home Improvement Gallery Inc
10 Saratoga AVE
South Glens Falls,NY 12803
Plans&Specifications
Deck 350 s.f.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 12,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expr/ryfjion///dJJJate.)
Dated at the Town of eensbu / J�ednn 2017
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE Permit#: ��-
PERMIT APPLICATION Permit Fee:$
T. '(L. ry
742 Bay Road,Queensbury,NY 12804 Invoice#: if
P:518-761-8256 www.gueensbury.net
Project Location: 3 l}-edfiq)-14 �✓
Tax Map ID #: 2 f Subdivision Name: �V J i IGC�XL7Z0 n /
CONTACT INFORMATION:
• Applicant-�
Name(s): 66 f yh/�/oueis,ew f C�4 /`rcv L
Mailing Address, C/S/Z: f <G ,,.alom /4,t der/;lt Air /&-Y-
Cell Phone- ( AY ) fr.0:644f-Aft Land Line: SYS ) ? 4 s'-j7�q 7
Email: 94U ��/v,Vff- P17 rP� Cn
• Primary Owner(s):
Name(s): -I-Q t' t de 46,i 5c' f.4i'o
Mailing Address, C/S/Z: _ T (2i/es Jc4 cG.f/ 44XPu£ (1-t uCS✓-Y if/ ! !L3'�y
Cell Phone: -ZI-oiL Land Line:
Email:
• Contractor(s):
Business Name: w£
Contact Name(s):
Mailing Address, C/S/Z: /d1-2sLout `r die` Cttslt l/ iGJ? %Gsol
Cell Phone: ( S/X ) )p6 ��s"e'�� �C Land Line: ( 57d 7
Email: ycc.ss�// �,9rGi �k µc
• Architect(s)/Engineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone:�_) Land Line: �)
Email:
Contact Person for Building & Code Compliance:
Cell Phone: Land Line:
Email:
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial Residential
WORK CLASS:
Deck pen Porch _Solar Panels (w/o rafter upgrades) _Carport _Cell Tower
Shed _Pavilion, Pole Barn,Canopy _Dock _Gazebo
Detached Garage _Boathouse (with or w/o sundeck) —3-Season Porch
Other(description: )
SQUARE FOOTAGE OF STRUCTURE:
lst floor: 35a o�r
2"d floor:
Total square feet:
ADDITIONAL PROJECT INFORMATION: //
1. Estimated Cost of Construction:$ Q /<
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YES NO Explain:
4. Are there any easements on the property? YES NO
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities priorto issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: /i'C
SIGNATURE: /G✓ DATE: /1E 1,7
Town of Queensbury Building&Cade Enforcement Accessory Structure Application Revised April 2017
295.15-1-25 AST-000384-2017
Scarfo, Debbie & Joe
3 Crestwood Drive
Deck 350 s.f.
28'
14' 14'
J
0
co
& 3'
O I
3' i
O
1
X
3-2x10Lrn Becm
~ TOWN OF QUEENSBUR —�
ILDING & C
14' � Rcviewe�1 y:
Date:
TOWN OF QUEENSBURY
Plan View BUILDING DEPARTMENT Curtis Lumber
PAUL HOME RV1P GALLERY sed on our limited examination,compliance 885 Route 67
07/11/17 th our comments shall not be construed as
Ref:Deck17151 ndicaling the pians and speciflcaUons are in Ballston Spa,NY
Scale: 1/4"=1' II compliance with the Buliding Codes of
ew Yak State.
E
A A A A A A A A A A
B D
i
i
C
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist(10) 12'3' C rim 13'B.
0 fascia 13' 1)0 2)45 0 famla 13' 1)46 2)0
0 rim 12'3' 0 rim 12-3-
C
2'3'C fascia 14' 1)46 2)45 E rim 13'B'
Cut List for Level l Curtis Lumber
PAUL ROME 20 GALLERY 885 Route 67
07/11/17 Ballston Spa,Ref:Deck17151 P r NY
Scale: 1/4"=P
B
H
A A A A A A A A A A
C E
'F7
D
F
LABEL LENGTH Bevels LABEL LENGTH BEVELS
A joist(10) 11'T 1/2' E rim 11-7 112-
R rim 13'0' F pap 14'5 1/2' 1)0 2)44
C fascia 12' 1)0 2)45 F section 5'S 114-
0 rim 11'T 1/2' G cap 4'11 1/2' 1)45 2)0
0 fascia 14' 1)45 2144 G section 4'1 i/2'
0 rim 13'0' H pap 4'T'
E Iaeel. 12' 1)45 2)0 H..ellen 4'1 1/2'
Cut List fnr Level Curtis Lumber
PAUL HOME IMI'GALLERY 885 Route 67
17
Ref.DBallston S NY
Ref: eck17151 Pa.
Scale:1/4"=1'
12'S 3/4•
A
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19'9' 0
Pest spacing is measured center-to•centor. -
Depth at canerete faolas — 48'
Beam Layout for Level 1 Curtis Lumber
PAUL HOME IMP GALLERX 885 Route 67
07/11/17
Ref:Deck17151 Ballston Spa,NY
Scale: 1/4"=1'
IU10'3/4'
A
1'a 1/4'
II II I
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 13'S' 3 T 1 3/4'
Post spodq ie meosmed o.Mwto data.
Depth at mnaete looters--As'
Beam Layout for Level 2 Curtis Lumber
PAUL HOME EAP GALLERY 885 Route 67
07/11/17
Ref:Deck17151 Ballston Spa,NY
Scale: 1/4"=P
A 13'9"
A 13'9"
A 13'9-
A 13'9-
A 13'9"
A) 13'9"
A 13-9-
A 13-9-
A 13-9-
A 13'9"
13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A 13'9"
A) 13'9"
13;97
A) 13'9"
A) 13'9"
A) 13'9"
A 13'9"
A 13'9"
A) 13'9"
A) 13'9"
A) 13-9-
A) 13'9-
A) 13'9"
13'
Plank Laayout�levell) Curtis Lumber
PAUL 1 0 IMI'GALLERY 885 Route 67
07/11/17
Ref.Deck17151 Ballston Spa,NY
Scale:3/8"=1'
A) 13'9"
A) 13'9"
A) 13 9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 139
A) 13 9
I A) 13'9" I
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
A) 13'9"
I Al 1 3'9" I
Plank Layout(level 2) Curtis Lumber
PAUL HOME IMP GALLERY 885 Route 67
07/11/17
Ref:Deck17151 Ballston Spa,NY
Scale:3/8"=1'
IDWood Type Size Quant . Length ,
A) PT ------ 5 / 4x6 54 14 , 0O1
Plank Layout Curtis Lumber
PAUL HOME DO GALLERY 885 Route 67
07/11/17
Ref:Deck17151 Ballston Spa,NY
Scale: 1/8"=P
i
Top View Curtis Lumber
PAp HOME MOGALLERY 885 Route 67
07/11/17
Ref:Deck17151 Ballston Spa,NY
Scale_To fit
i
I , 1
' 1I
I
i
4" MAX.
GAP ,
i
i
I _
I
i
i
C -
06" MAX.
E ,
GRADE
- ° 4" BEARING BLOCK I I
OR CONCRETE
Stair Cross Section
A: Run: 10" C: Rail Height: 3' E: Tread: 1.25X6
B: Rise: 6 1/4" D: Deck Height: 2' 7 F: Riser: 1X8 Behind tread
1/4"
a--
Exledor Wall
i
Hand
B Rail
Height
Sub-floor
Floor Joist
G Plank Size Nailer
Hanger
i
VcR �� See home
\ C attachment delallSee handraillJatlachmentde ail Beam Platesost Beam Connector
Deck
Height Post
Metal Saddle
min.2" Concrete Pier by Owner a
GRADE
in-ground depth of footer
Beam 3 Ply Laminated Rail Outside Rim
A: Deck Height: 10 1/4" C: Joist: 2x10 E: Beam: 3-2x10Lm
B: Rail Height: 3' D: Post: 6"x6" F: In-ground depth of footer: 4'
G: Plank: 1.25X6
Date:7/11/2O17
OTHER MATERIALS
Name::�_:......: ..._....,.;,-•Sku- ty. ;...,., Desuip8on.. _... .._..: _.. -
101N JHANGER TZ210 20 EACH LUS210Z ZMAX HANGER(1)2X10.12-14
8D NAILS 18GB " 1 EACH 1 LB 8D GALV BOX NAILS
100 NAILS DT-tOD1 4 EACH 10D NAILS
8D NAILS-5LBS 58GB 2 EACH 5LB BD GALV BOX NAILS
8D NAILS 18GS 1 EACH 1 LB 8D GALV BOX NAILS
WALL FLASHING CSDL 2 EACH 12"x20'COPPER SHIELD
WALL FLASHING NAILS 114CN 2 EACH 1/4-lb 1-1/4"COPPER NAILS
LEDGER LOCK 3.5 50 PK LL358 1 EACH 3.5/8"LEDGERLOK SCREW 50po.
BAL 2X2X36 PT 223TB 64 EACH 2x2-3'80 TREATED BALLUSTER(480/UN)
2.51N SCREWS 1212XT 4EACH 1lb.BOX 2-112"XT SCREWS
61N BOLT 318 387GCB 14 EACH 318X7 GALV CARRIGE BOLT
3181N NUT 38GN 14 EACH 3/8-16 HEX NUT GALV
3/8IN WASHER 38GW 14 EACH 318 FLAT GALV WASHER
61N BOLT OT.HBO6 4 EACH 61N BOLT
1/21N NUT DT-N12 4 EACH 1121N NUT
1/21N WASHER DT-W12 8 EACH 1/21N WASHER
BAL 2X2X36 PT 22378 16 EACH 2x2-3'SQ TREATED BALLUSTER(480/UN)
2.51N SCREWS 1212XT 2 EACH 1lb.BOX 2-12"XT SCREWS
BOLT 1/2X101N 1210GHB 8 EACH 112X10 GALV HEX BOLT -
1/21N.NUT DT-N12 6 EACH 1/21N NUT
1121N WASHER DT-W12 12 EACH 1/21N WASHER
BIN BEAM BRKT LPC6Z 6 EACH Z MAX ADJ POST CAP 6 X 6
61N CAR PORT BRKT ABA66Z 3 EACH Z MAX POST BASE 6 X 6
ANCHOR BOLT 128W 3 EACH 1/2 X 8"GALV ANCHOR BOLTwith nuts and washers
12IN SONO TUBE DT-SONO12 1 EACH 121N SONO TUBE
80LB CONCRETE 80CM 8 EACH SURE MIX CONC 300016 80LB BAG
H HANGER H1Z 22 EACH Z MAX RAFTER TIE
6D NAILS 16GB 1 EACH 1LB 6D GALV BOX NAILS
$D NAILS 18GB 1 EACH ILB 8D GALV BOX NAILS
10D NAILS DT-10DI 3 EACH 1 O NAILS
Prepared For:
Customer Info.,(ID:J
Name: PAUL HOME IMP GALLERY
Company.
Address:
Phone: Phone:
Date:7/1112017
LUMBER MATERIALS
Descrip•on..- Type
Name.. _.:............. _........ SkuQty ..
5/4X6-14 STD TREATED SYP PT 1
Decking 5614GCT 54 EA _ GROUNDCONTACT(96/UN)
2X6.16'91 TREATED SYP PT 1
Rail Cap 2616GCT 2 EA GROUNDCONTACT(641UN)
2X4-16'#1 TREATED SYP PT
Horz Rails 2416GCT 4 EP, GROUNDCONTACT(104/UN)
2 4X4.16#2 TREATED GROUND PT
Rail Posts 4416T CONTACTSYP S4S(65/UN)
4X4.8#2 TREATED GROUND PT
Stair Posts 448T6 1 EA CONTACTSYP S4S(65/UN)
2X12-16'#1TREATEDSYP PT
Stair Stringer 212I6GCT 1E GROUNDCONTACT(321UN)
2X12-10'#1TREATEDSYP PT
Stringer Fascia 21210GCT 1E GROUNDCONTACT(321UN)
5/4X6-12 STD TREATED SYP PT
Stair Tread 5612GCT 6 EA GROUNDCONTACT(961UN)
MANGGAN-
Stair Riser ,,.. 3 EA 1X812• _
2X12-14'#1TRFATED SYP PT
Stair Stringer 21214GCT 2 EA GROUNDCONTACT(321UN)
2X12-8'#1 TREATED SYP PT
Stringer Fasda 2128GCT 1 EA GROUNDCONTACT(32/UN)
2X10-14#2TREATED SYP PT
Beams 21014GCT 6 EA GROUNDCONTACT(401UN)
2X10-12#2TRFATEDSYP PT
Joists 2t012GCT 10EA GROUNDCONTACT(40/UN)
2X10-14#2TREATED SYP qT
Joists 21014GCT 10 EA GROUNDCONTACT(40/UN)2X12-14'#1TRFATED SYPFascia 21214GCT 4 EA GROUNOCONTACT(32A1N)2X12-12'#1TREATED SYP
Fascia 21212GCT 2E GROUNDCONTACT(321UN)
2X1 0-14 92TREATED SYP PT
Rim board 21014GCT 6 EA GROUNDCONTACT(401UN)
2X10-12#2TREATED SYP PT
!Horz
m board 21012GCT 2 EA GROUNDCONTACT(401UN)
3 2X6-8#2 PRIME TREATED PT
air Rail Cap 268GCTP SYPGROUND CONTACT(641UN)
2X4-16'#1 TREATED SYP PT
Stair Ralls 2416GCT 2 EA GROUNDCONTACT(1041UN)
1 6X6-8#2 TREATED FOR PT
Ground Posts 668T6 STRUCTURALUSE SYP S4S(241UN)
Prepared For:
Customer1n/o:(1D:)
Name: PAUL HOME IMP GALLERY
Company:
Address:
Phone: Phone;
PULL LIST
CUSTOMER: PAUL HOME IMP GALLERY
DATE: 07/11/17 DESIGN: DECK17151 REF: 17151080 .ZP1
SALESMAN# 50064 - BP
---------------------------------------------------------------------------
WOOD TYPE SKU QUANTITY DESCRIPTION
---------------------------------------------------------------------------
PRESSURE TREATED 1 5614GCT 54 EA 5/4X6-14 STD TREATE
PRESSURE TREATED 1 2616GCT 2 EA 2X6-16 '#1 TREATED S
PRESSURE TREATED 1, 2416GCT 4 EA 2X4-16'#1 TREATED S
PRESSURE TREATED 1 4416T 2 EA 4X4-16 #2 TREATED G
PRESSURE TREATED 1 448T6 1 EA 4X4-8 #2 TREATED GR
PRESSURE TREATED 1 21216GCT 1 EA 2X12-16 '#1TREATED S
PRESSURE TREATED 1 21210GCT 1 EA 2X12-10 '#1TREATED S
PRESSURE TREATED 1 5612GCT 6 EA 5/4X6-12 STD TREATE
MAHOGANY LF DT-18012MAHLF 3 EA 1X8 12 '
PRESSURE TREATED 1 21214GCT 2 EA 2X12-14 '#1TREATED S
PRESSURE TREATED 1 2128GCT 1 EA 2X12-8 '#1 TREATED S
PRESSURE TREATED 1 21014GCT 6 EA 2X10-14 #2TREATED S
PRESSURE TREATED 1 21012GCT 10 EA 2X10-12 #2TREATED S
PRESSURE TREATED 1 21014GCT 10 EA 2X10-14 #2TREATED S
PRESSURE TREATED 1 21214GCT 4 EA 2X12-14 '#1TREATED S
PRESSURE TREATED 1 21212GCT 2 EA 2X12-12 '#1TREATED S
PRESSURE TREATED 1 21014GCT 6 EA 2X10-14 42TREATED S
PRESSURE TREATED 1 21012GCT 2 EA 2X10-12 #2TREATED S
PRESSURE TREATED 1 268GCTP 3 EA 2X6-8 #2 PRIME TREA
PRESSURE TREATED 1 2416GCT 2 EA 2X4-16'#1 TREATED S
PRESSURE TREATED 1 668T6 1 EA 6X6-8 #2 TREATED FO
STRESS ANALYSIS FOR LEVEL 1
CUSTOMER: PAUL HOME IMP GALLERY
DATE: 07/11/17 DESIGN: DECK17151 REF: 17151080 .ZP1
SALESMAN # 50064 - BP
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X10 DEFLECTION 112 PSF
16" BENDING 107 PSF
SHEAR 117 PSF
COMPRESSION 233 PSF 107 PSF
-----------------------------------
TOTAL LOAD 107 PSF
DEAD LOAD 10 PSF
LIVE LOAD 97 PSF
-------------------------------------------------------
STRESS ANALYSIS FOR L13VEL 2
CUSTOMER: PAUL HOME IMP GALLERY
DATE: 07/11/17 DESIGN: DECK17151 REF: 17151080 .ZP1
SALESMAN # 50064 - BP
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X10 DEFLECTION 212 PSF
16" BENDING 168 PSF
SHEAR 152 PSF
COMPRESSION 293 PSF 152 PSF
BEAMS 3-2X10LM DEFLECTION 484 PSF
BENDING 218 PSF
SHEAR 162 PSF
COMPRESSION 1430 PSF 162 PSF
POSTS 6X6 STABILITY 1155 PSF
BEARING 784 PSE 784 PSF
-----------------------------------
TOTAL LOAD 152 PSF
DEAD LOAD 10 PSF
LIVE LOAD 142 PSF
----------- --------------------------------------------
STRINGERS 2X12 DEFLECTION 454 PSF
BENDING 361 PSF
SHEAR 248 PSF
COMPRESSION 948 PSF
-----------------------------------
TOTAL LOAD 248 PSF
DEAD LOAD 10 PSF
LIVE LOAD 238 PSF
----------- --------------------------------------------
a
25
31 -3vp_
PERMIT PLOT PLAN
I HAVE PERSC`iALLY MEASURED THE DISTANCE
FROM THE PROPERTY LINES 1-0 THE
PR.v"C TRUC URE(S)OR SIGN(S)
_ as ?9 /7
E DATE
9
Trr.
Q
295.15-1-25 AST-000384-2017
Scarfo, Debbie & Joe
3 Crestwood Dr.
Deck 350 s.f.
� LS '