2005-291 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERT I F I CAT E OF COMPLIANCE
Permit Number. P20050291 Date Issued: Monday, September 17, 2007
This is to certify that work requested to be done as shown by Permit Number P20050291
has been completed.
Tax Map Number. 523400-289-012-0001-007-020-0000
Location: 29 BERRY PATCH Dr
Owner. JOSEPH & KRISTINE MARASCO JR
Applicant: JOSEPH & KRISTINE MARASCO JR
This structure maybe occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
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 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050291 Application Number: A20050291
Tax Map No: 523400-289-012-0001-007-020-0000
Permission is hereby granted to: TnSFPH& KRNTINF MARASCn IR
For property located at: 29 BERRY PATCH 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
Orduiance. Type of Construction Value
Owner Address: JOSEPH&KRISTINE MARASCO J Deck $4,000.00
29 BERRY PATCH Dr Total Value $4,000.00
QUEENSBURY, NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
20005-291
672 SQ FT DECK
$67.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 19, 2006
(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 expiration date.)
Dated at the Town of Queengbury; Thursday, May 19, 2005
SIGNED BY for the Town of Queensbury.
Director of Buildin &Co)4 Enforcement
rN ofPermit No.
„Codes Office-Department of Community Development-Town of Queensbury Fee Paid 4:
y Road,Queensbury,NY 12804
.
a Hatin,Director codes@aueensburv.net
.tone: (518) 761-8256 FAX: (518) 745-4437
Accessory Structure Building Permit Application
Application & Plans subiect to review before issuance of a valid permit for construction.
Any structure other than the principal structure (i.e., house), typically a garage,shed, greenhouse, dock, deck,
etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3
Instructions: A permit must be obtained before beginning construction. No inspections will be made until the
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form. �J
Applicant/Builder U-4 '' ` `` Owner: Von"14
Address: �! � rye l Address:
Home Phone: 761-vi o 7 Home Phone: 761'4 U7
Email Address: �Jk ftjAUli" hxt W Email Address: .lK n3 (61 &
Cell Phone: .36) /6 9 7 Cell Phone: 6-1-M 7
FAX Phone: 70-oio 7 FAX Phone: 741-C/V-
Person responsible for supervision of work with respect to building and codes compliance:
Name:
Address: e;?J 71t�y i - t - � 7� �'l Phone
Location of proposed construction: Lot No. �� Legal Address: i HLY 41_14t i,�-'"'�.
Tax Map Number: M. _ 7 O Subdivision Name:
Estimated Cost of Construction: $ 7 �
Does an accessory structure currently exist on the property? _Yes / -e-4-No
If YES, list all existing accessory structures:
Proposed Construction V floor 2^d floor Total Proposed Height
sq.ft. sq.0. S ft, ft.&in.
Open Porch
Coy re or Enclosed Porch
(considered floor area&must comply to FAR[Floor Area Ratio]
requirements if the structure is located in the Waterfront
Residential zone.
3-season Porch is considered an enclosed porch.
Deck 67,1 6 79L0l
Boathouse
Boathouse with sundeck
DOCK
Shed
Pole Barn
Detached Garage 1, 2, 3 car
Other Accessory Structure:
Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
Issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge, the statements contained in the application, together with the plans and
specifications submitted, are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the
proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner.
Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a.
licensed surveyor, drawn to scale,showing actual location of all new truction.
Date: �rj� �j4� Applicant/Builder Signature:
The application of dated is hereby approved and'
permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as s,et
forth above. �- � M < � ��:_
Date: 1 Authorized Signature:�_
LASue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04
Queensbury Building & Code Enforcement - R&dential Final Inspection
f
Office No.(518)761-8256 Arrive: d, am/ m? - De�. am/pm
Date Inspection request received: Inspector's Initials: ��--
NAME: f f,SC® PERMIT#: D-5--
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Yes No N/A
Buildin Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake _
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade 1(
4 inches or more Guard at stairwell at 3 f
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches 1 �S
Bathroom/Kitchen watertight
Safe lazing/Window in stairwells safe glazingj
Interior Smoke Detectors:
Every level: Every Bedroom: Ao pil
Outside every bedroom area:
Inter Connected: Batterybacku :
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''/s"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Sur Plot Plan
As Built SeptX System/Sewer Dept.Inspection Sticker
Site Plan /VapXWe required
Flood Plain ert ation,if required
Okay to iss e C/t or C/O Temporary/Permanent
L:1Building odes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: a,part: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
tf
NAME: MG V712 ZNQ PERMIT#: 0 J
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
aming
Jack Studs/Headers
Bracing/Bridging C1
Joist hangers 1
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side '/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SucHernin-way\13ui1din-.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection requesl,received: 2
Queensbury Building&Code Enforcement Arrive: am/pY part: - vpm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: "A-R-ASC-ID PERMIT#:
LOCATION: 629 6tIP- c-1 - INSPECT ON:
TYPE OF STRUCTURE: I `C
Comment
N/A
1116Ags
Piers
onolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing =�
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHer ingway1Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003
LOT 13
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The Home Dbpot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(TI8) 798-8301 QC -��
Wed Apr 27 20:40:33 2005 /
The materials for this project will cost$3556.02 I
JOE MARASCO
DECK
25772
3D View
ft
SPY �.4 � .. _ � �v�,
2
R Vi'EVVEDJY � i
The Home Depot#6160
820 RGJJTE 9, QUEENSBURY, NY 12804
(b' 8) 798-8301
Wed Apr 27 20:40:33 2005
The materials for this project will cost$3556.02
JOE MARASCO
DECK
25772
Post Layout for Deck 1
o
N co l— N
00
rl l0 01 -
- - rl
N
9"-- -� ---22' 91T
12' - -� � • � � �- - -12'
N CO
Point _ - N _ co
N
The Horne Depot#6160
820 RQUTE 9, QUEENSBURY, NY 12804
18) 798-8301
Wed Apr 27 20:40:33 2005
The materials for this project will cost$3556.02
JOE MARASCO
DECK
25772
Deck Dimensions for Deck 1
�o �o
JL
N N
i
lD
eck 1
2 ----
- --- 29' 11" --- — -- ------ -- —
Joist Spacing = 16 in. o.c.
Baluster Spacing = 3 3/4"
Toe Spacing = 3 3/4"
Railing Height = 36"
The Houle Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
fib' 8) 798-8301
Wed Apr 27 20:40:33 2005
The materials for this project will cost$3556.02
JOE MARASCO
DECK
25772
Deck Layout
,ome Depot#6160
ROUTE 9, QUEENSBURY, NY 12804
6) 798-8301
,on May 16 11:04:29 2005
jOE MARASCO
DECK DESIGN
26744
Construction Specifications
deck 1:
Construction Method =Beam to Side of Post
Footing Type = In-Ground
Live Load =60
Dead Load = 10
Decking Spacing =0 1/8"
Joist Spacing = 16"
Beam Spacing = 132"
Post Spacing =67"
Decking =5/4X6 ACQ Premium Southern Pine No. 2
Beams =2X8 .25 ACQ Southern Pine No. 1
Joists =2X8 .25 ACQ Southern Pine No. 1
Posts =4X4 ACQ Southern Pine No. 2
Deck Height=30"
Diagonal Bracing = No
Deck Skirt= No
Joist Overhang = 12"
Beam Overhang= 12"
Decking Deflection Factor=360
Joist Deflection Factor=360
Beam Deflection Factor=360
Pref Decking Size =
Pref Joist Size =2x8
Pref Beam Size =2x8
Pref Post Size=4x4
Stair 1:
Step Width =96"
Step Height=30"
Step Rise=7 3/16"
Step Run = 11"
Stringers =2X12 ACQ Southern Pine No. 2
Risers=5/4X6 ACQ Premium Southern Pine No. 2
Treads=5/4X6 ACQ Premium Southern Pine No. 2
Railing 6:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 7:
Railing Height=36"
Baluster Spacing = 3 3/4"
Railing 2:
Railing Height=36"
Baluster Spacing= 3 3/4"
Railing 1:
Railing Height=36"
Baluster Spacing =3 3/4"
Railing 3:
„ ome Depot#6160
ROUTE 9, QUEENSBURY, NY 12804
t8) 798-8301
,/16/2005
JOE MARASCO
DECK DESIGN
26744
Materials for Deck:
Qty UOM SKU Use Description
194 EA 430400 Baluster 2X2-42 B1E BALLUSTER PT
28 EA 255523 Beam 2X8-8#1 SYP PT
1 EA 168768 Decking 5/4 X6-8FT THOMPSONIZED DECK PT
123 EA 168793 Decking 5/4 X6-12FT THOMPSONIZED DECK PT
3 EA 168768 H Top Rail 5/4 X6-8FT THOMPSONIZED DECK PT
4 EA 255523 Joist 2X8-8#1 SYP PT
2 EA 255618 Joist 2X8-10#1 SYP PT
47 EA 255676 Joist 2X8-12#1 SYP PT
1 EA 255523 Ledger 2X8-8#1 SYP PT
8 EA 258132 Post 4X4-12#2 PT
1 EA 256276 Post 4X4-8#2 PT
11 EA 256276 Railing Post 4X4-8#2 PT
4 EA 155959 Stair Stringer 2X12-12#2 PT
8 EA 168768 Tread 5/4 X6-8FT THOMPSONIZED DECK PT
13 EA 254258 V Top Rail 2X4-8#1 SYP PT
5 EA 865858 2x8 Joist Hanger ZMAX 2X8 JOIST HANGER
2 EA 735002 BalusterScrewGreen GREEN 5LB 2 1/21N DECKMATE DECK
SCRW
34 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8
34 EA 538892 Beam Nut HEX NUT GALV 1/2
34 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2
34 EA 169765 Concl n-Ground Foot 80LB. CONCRETE MIX
7 EA 735003 Deck Screws Green GREEN 5LB 3 IN DECKMATE DECK SCRW
2 EA 439432 Flashing DECK LEDGER FLASHING BRN GALV 8FT
1 EA 336963 Footing Tube 10” 101N X 481N TUBE FOR CONCRETE
1 PK 462810 Hanger Nails 2x8 10D JOIST HANGER NAILS
2 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB
11 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2
11 EA 928607 Ledger-Bolt LAG SCREW GALV 112 X 6
42 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8
42 EA 538892 Rail Post-Nut HEX NUT GALV 1/2
42 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2
1 EA 735002 Step Screw Green GREEN 5LB 2 1/21N DECKMATE DECK
SCRW
----------------------------------------------------------------------------------------------------------------
The total cost of in stock materials is$3514.30 plus tax.
This estimate was created on 5/16/2005 and is valid for 3 business days.
Parameters from UBC.cod parameter file.
Parameters used for Deck 1:60 psf live load, 48 inch footing depth.
WARNING:
THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL
CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE
FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS
DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING
INSPECTOR.
THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM.
ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE
REASONABLE AND ACCURATE.
)ding Height=36"
,aluster Spacing=3 3/4"
Aailing 4:
Railing Height= 36"
Baluster Spacing =3 3/4"
Railing 5:
Railing Height=36"
Baluster Spacing=3 3/4"