2005-524 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20050524 Date Issued: Wednesday, November 23, 2005
This is to certify that work requested to be done as shown by Permit Number P20050524
has been completed.
Tax Map Number: 523400-301-018-0001-073-000-0000
Location: 33 FAWN Ln
Owner: JEFFREY & JENNIFER GOODWIN
Applicant: JEFFREY& JENNIFER GOODWIN
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (-:Dj W / /
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 nforc ent
Planning Board or Zoning Board of Appeals.
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/pm Depart: ?..1 V am/pm
Date Inspection request received: — Inspector's Initials:
NAME: PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Yes No N/A
Building 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
Guard at stairwell at 34 inches or more
Aq 4,/
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
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
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
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/Y4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Se tic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood-Plain-Certi#feation,if required
-Okay to issue C/C o' C/O Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\lnspection 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: am/pm Depart: f ,/� am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
raming
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams d �� �'
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 j
Metal Strapping for Notches Top Plate
1 '/2 w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses i
Anchor Bolts 6 ft. or less on center
Ice and water 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
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: m/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: ice_ PERMIT#: � "
LOCATION: INSPECT ON: _
TYPE OF STRUC E: QS
Comments j-0 ka1'1i' Q
Y N N/A
\/ootinggs
Piers
Monolithic Slab i
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.
1,ASueHemingway\I3ui1ding.Codes.Inspec tionTORMSToundation Inspection Report.doc January 28,2003
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050524 Application Number: A20050524
`fax Map No: 523400-301-018-0001-073-000-0000
Permission is hereby granted to: TF,FFRFY& TF.NNIFFR C 0DW1N
For property located at: 33 FAWN Ln
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. Type of Construction Value
Owner Address: JEFFREY& JENNIFER GOODWIN
33 FAWN Ln Deck $2,048.00
Total Value $2,048.00
QUEENSBURY, NY 12804
Contractor or Builder's Name / Address Electrical Inspection Agency
Plans&Specifications
2005-524
240 SQ FT DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, July 28, 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 own o uee s I
y, July 28, 2005
4
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Permit No. a005'5
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid
742 Bay Road,Queensbury,NY 12804
Dave Hatin,Director codes@aveensbvrv.net
Phone: (518) 761-8256 FAX: (518) 745-4437
Accessory Structure Building Permit Application
Application & Plans subject 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.
Applicant/Builder 1 VV Owner:
Address: Address: 33 Fawn W a e
Home Phone: 6c;VR7 (o1 Home Phone: 6145 7!v 1 O 770
Email Address: Email Address: 4 00d/tc IQ r4mg [. Gorot
Cell Phone: Cell Phone:
FAX Phone: FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: le" Clw Wr t,
Address: A ���.�n, I �� _ Phone ��� 0�71�
Location of proposed construction: Lot No. Legal Address: 33 EYUA2 h LA n
Tax Map Number: It. Io' 7A _ Subdivision Name: SInP✓wain Pintz
Estimated Cost of Construction: $ 2.O Ll$,00
Does an accessory structure currently exist on the property? _Yes / X, No
If YES, list all existing accessory structures:
Proposed Construction 10 floor 2nd floor Total Proposed Height
sq.ff. sq.ff. S ,ff, ft.&in.
Open Porch
Covered 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 2 0 11 IYI
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 co struction.
Date: Applicant/Builder Signature:
The application of dated is hereby approved ands
permission granted for the,construction, reconstruction or alteration of a wilding/and or accessory structure as set
forth above. ,-- �
Date:
�i4
*Authorized Signature: /
L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04
CUSTOM VIEW
CUSTOMER -- JEFF
DATE 07/07/05 REF Deck05188 TOWN OF QUEENSBURY
BUILDING & CODcS DEPT.
REVIEWEY BYL
Fit.-E COPY DATE
DING?
t "i
i P. r.. tip' � . . , .
r . 0 7
'� o.-i oUr 111 lited examination,
' mot,, ,,ianv e with our corrll nent_s shall
onstruft d as indica}ing the
k,r,- ,i,,d spedfi aliens are in full
i,Jfh the BUlldins. ('ode.
CURTIS LUMBER CO
PY 460 BIG BAY RD
�! CO
OUEENSBURY, N.Y.
18001 555 1212
CUSTOM VIEW
CUSTOMER -- JEFF
DATE 07/07/05 REF Deck05188
CURTIS LUMBER CO
460 BIG BAY RD
QUEENSBURY, N.Y.
(800) 555 1212
PLAN VIEW CURTIS LUMBER CO
CUSTOMER -- JEFF 460 BIG BAY RD
DATE 07/07/05 REF Deck05188 QUEENSBURY, N.Y.
(800) 555 1212
i
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I
46 tt
Foyz-
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LOAD AND SUPPORT: Your deck will support a 47 PSF live load. Posts have 48" below-ground
post support.
l�i l (b, h�:tiu� 2*1(�at cul'4& edge- 6F oLec(c
DECK AND POST HEIGHT: You selected a height of from the top of decking to level ground.
The top of the deck support posts will therefore be-,I above ground level. Your salesperson
can provide information for uneven or sloped ground. 0•zs(by Kou s ) /��3' 6-f o-"de F �
O_
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 --- OTHER MATERIALS
CUSTOMER: JEFF
DATE: 07/07/05 DESIGN: DECK05188 REF:
SALESMAN # 8402
---------------------------------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION
---------------------------------------------------------------------------
JHANGER 8IN 28SJH 28 EA JOIST HANGER 2X8
BAL 2X2X48 PT 224TB 104 EA TR BALUSTER 48"
CONCRETE 80LB 80CM 6 EA CONCRETE MIX 80LB
SONG TUBE 8IN 8ECT 2 EA SONO TUBE 8"X12 '
JH NAILS 8TPG 1 LB JOIST HANGER NAILS
SCREWS 2IN XT 500 52XT 4 EA 2"GAL SCREW XT 500
SCREWS 2 . 5 XT 1LB 1212XT 2 LB 2 .5" GAL SCREW XT 1LB
SCREWS 3IN XT 250 53XT 2 EA 3"GAL SCREW XT 250
SCREWS 3IN XT 1LB 13XT 1 LB 3"GAL SCREW XT 1LB
WASHER 1/2IN 12W 24 EA WASHER 1/2"
WASHER 3/8IN 38W 28 EA WASHER 3/8"
NUT 1/2IN 12N 12 EA NUT 1/2"
NUT 3/8IN 38N 28 EA NUT 3/8"
BOLT 3/8X6 386CB 28 EA CARRIAGE BOLT3/8X6"
BOLT HEX1/2X8 128HB 12 EA HEX BOLT 1/2X8"
BILL OF MATERIALS --- LUMBER
CUSTOMER: JEFF
DATE: 07/07/05 DESIGN: DECK05188 REF:
SALESMAN # 8402
---------------------------------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE
---------------------------------------------------------------------------
DECKING 5620GPD 26 EA 5/4X6 20' PC-D
RAIL CAP 568PT 1 EA 5/4X6 8' P-PT
RAIL CAP 5614PT 3 EA 5/4X6 14 ' P-PT
HORZ RAILS 2412T 8 EA 2X4 12 ' PT-2
STAIR STRINGER 21220T 1 EA 2X12 20' PT-2
STAIR TREAD 5620GPD 2 EA 5/4X6 20' PC-D
STAIR RISER 5616GPD 1 EA 5/4X6 16' PC-D
BEAMS 21020T 4 EA 2X10 20' PT-2
JOISTS 2812T 14 EA 2X8 12 ' PT-2
FASCIA 11018TT 6 EA 1X10 18 ' CTB
RIM BOARD 2812T 2 EA 2X8 12' PT-2
RIM BOARD 2820T 2 EA 2X8 20' PT-2
STAIR RAIL CAP 568PT 1 EA 5/4X6 8 ' P-PT
HORZ STAIR RAILS 2412T 2 EA 2X4 12' PT-2
GROUND POSTS 4412T 1 EA 4X4 12 ' PT-2
STRESS ANALYSIS
CUSTOMER: JEFF
DATE: 07/07/05 DESIGN: DECK05188 REF:
SALESMAN # 8402
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 207 PSF
16IN BENDING 159 PSF
SHEAR 155 PSF
COMPRESSION 253 PSF 155 PSF
BEAMS 2-2X10 DEFLECTION 114 PSF
BENDING 57 PSF
SHEAR 65 PSF
COMPRESSION 328 PSF 57 PSF
BOLTS 1/2IN SHEAR 1739 PSF 1739 PSF
POSTS 4X4 STABILITY 350 PSF 350 PSF
-----------------------------------
TOTAL LOAD 57 PSF
DEAD LOAD 10 PSF
LIVE LOAD 47 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 497 PSF
BENDING 286 PSF
SHEAR 217 PSF
COMPRESSION 798 PSF
-----------------------------------
TOTAL LOAD 217 PSF
DEAD LOAD 10 PSF
LIVE LOAD 207 PSF
-------------------------------------------------------
BEAM LAYOUT CURTIS LUMBER CO
CUSTOMER -- JEFF 460 BIG BAY RD
DATE 07/07/05 REF Deck05188 QUEENSBURY, N.Y.
(800) 555 1212
A
i
i
B {-
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 10 1/2" 3 9' 9 1/2"
B 19' 10 1/2" 3 9' 9 1/2"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
MAP REFERENCE:
SHERMAN PINES SUBDIVISION
SITE PLAN PHASE III
BY MORSE ENGINEERING P.C.
LAST REVISED APRIL 5, 1995
COMMON AREA
S64'48'50"E
106.00' �►
42
Os
10,600 sq.ft{, '
0.24 acres
i 4
F�
� I 3
41 b 2 STORY o 0 43
0 WOOD FR�ME HOUSE O
ti c c r
I
2: N
I � I
� I
106.00' I I QG' cZ.
N64'48'50"W I R�r;��V D
JUN 2 3 2000
TOV, O? G'22ENISBURY
,UILDiiv�,AND CODE
FAWN LANE
I HEREBY CERTIFY THAT THIS MAP WAS PREPARED
FROM AN ACTUAL FIELD SURVEY.
THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS
FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR
BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY
AND LENDING INSTITUTION LISTED HEREON.
CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL
INSTITUTIONS OR SUBSEQUENT OWNERS.
CERTIFIED TO: JEFFREY M. & JENNIFER L GOODWIN
M & T MORTGAGE CORPORATION.
OF CIE IrS SUCCESSORS AND\OR ASSIGNS
* CHICAGO TITLE INSURANCE COMPANY
C.& �9�.'.
CERTIFIED BY'
Q•' MATTHEW C. SIEVES. LLS NYS 50135
DATED: JUNE 22. 2000
Date: ,
2000
an D u s w,QA,LN�,�,M A Scale 1"=20'
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169 Haviland Road Queensbury, New York 12804 " Town of Queenabury, Warren County, New York
to,ML Aram a<lee esao eamerteoa• CREEDEN
1(518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 94246-41