2005-426 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
4E Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20050426 Date Issued: Monday, July 25, 2005
This is to certify that work requested to be done as shown by Permit Number P20050426
has been completed.
Tax Map Number: 523400-290-000-0001-060-000-0000
Location: 18 BROOKFIELD Run
Owner: RICHARD & JULIE CURTIS
Applicant: RICHARD & JULIE CURTIS
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
property owner of the responsibility for compliance with Site Plan, 4t
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: P20050426 Application Number: A20050426
Tax Map No: 523400-290-000-0001-060-000-0000
Permission is hereby granted to: RTCHARD& .TT TI,TF, C1 TRTTS
For property located at: 18 BROOKFIELD Run
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. Tyne of Construction Value
Owner Address: RICHARD & JULIE CURTIS
Deck $5, 00
18 BROOKFIELD Run
Total Value $5,000. 0
00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-426
500 SQ FT DECK
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, June 22, 2006
(If a longer period is required,an application for an extension must he made to the code Enforcement Officer
of the Town of Queensbury*before the expiration date.)
Dated at n of I ury; Wednesday, June 22, 2005
J
SIGNED BY for the Town of Queensbury.
Director of But ding& ode Enforcement
` L
Permit No. T l✓
IAO
1&Codes Office-Department of Community Development-Town of Queensbury Fee Paid
,y Road,Queensbury,NY 12804
Hatin,Director codes@aueensburv.net
ne: (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, clW ce/vE
etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3 D
JIJIV , _I �pOS
Instructions: A permit must be obtained before beginning construction. No inspections will be m until the r
applicant has received a valid building permit. All applicants' spaces on this application must be�t_Wg-Wa
must appear on the application form. G AND CODE
Applicant/Builder i(- (:vr�S Owner: /'(� << Y175
Address: 1 Address:
P.[til /
Home Phone: / - Home Phone:
Email Address: Email Address: �T
Cell Phone: 5-19—3'zP 371 6 Cell Phone:
FAX Phone: &9- -7 U .3 7& FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: IG� �hlGk Q DIN
Address: Phone 201 -S103
Location of proposed construction: Lot No. Legal Address: /8 RRl1'SLIJF .QUAJ .62lNA/_M60
Tax Map Number: p q0. I-60 Subdivision Name:
Estimated Cost of Construction: $ S, ycw.o0
Does an accessory structure currently exist on the property? i Yes / No
If YES, list 0 existing accessory structures:
Proposed Construction 10+ 1oor 2nd floor Total Proposed Height
sq.ff. sq.ff. S .ff. ft.&in.
Open Porch
Covered or Enclose 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 Ov s .f r fT 2.e 3ler
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)/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 des, an As-Built Survey by a
licensed surveyor, drawn to scale, showing actual location of all new c structio .
01
Date: / � 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 set
forth above.
Date: ZZ ID-A Authorized Signature -
LASue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 _ Arrive: aT—
r-)part:4 .Ll1m/pm
Date Inspection request received: �} Inspector's Initials:NAME: cC��a PERMIT#: -iT
LOCATION: J _ DATE:
TYPE OF STRUCTURE: - �!--�
_ Comments
Y N NIA
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6" 1-3
'
Roof Complete/Exterior Finish Complete
Guard 30 in.or more a`,stairs,decks, atios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in. or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum ''/2"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.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
Interior privacy/trim/doors/main entrance 36 in.
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 _
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches _
Gara a Floor Pitched _
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly _
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, l s . ft,150 s . ft. vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\Building&Codes\Inspection Forrns\Res. Final Inso. form 2.docLast printed 2/12/04
Framing / Firestopping Inspection Report
/C,
Office No. (518) 761-8256 Date Inspection request received: _
Queensbury Building& Code Enforcement Arrive: am/p� pa pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: q-, A PERMIT#:
LOCATION: ! INSPECT ON:
TYPE OF STRUCTURE: ,
Y N N/A,Framing COMMENTS
Jack Studs/Headers
Bracing/Bridging
Joist hangers
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 %z (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 %inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H) i
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: l pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:.A
NAME: f PERMIT#: � �J /o(
LOCATION: INSPECT ON: _ '-- --
TYPE OF STRUCTU E:
Comments
Y N/A
F
,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.
LASueHemingway\Building.Codes.InspectionTORMSVoundation Inspection Report.doc January 28,2003
fl
�2
4
r �A
AS
ow
5'
i
x ills is
IIW
--C
� < t�c1Ci1
BEAM LAYOUT CURTIS LUMBER CO
CUSTOMER -- RICK 460 BIG BAY RD
DATE 06/10/05 REF Deck05161 QUEENSBURY, N.Y.
(800) 555 1212
I
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 34' 4 1/2" 5 8' 6 1/4"
B 3' 1 1/2" 2 2' 10"
C 31' 4 1/2" 4 10' 4 1/4"
D 5' 5 1/2" 2 5' 2"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
PLAN VIEW CURTIS LUMBER CO
CUSTOMER -- RICK 460 BIG BAY RD
DATE 06/10/05 REF Deck05161 QUEENSBURY, N.Y.
(800) 555 1212
i
t
f
t
LOAD AND SUPPORT: Your deck will support a 43 PSF five load. Posts have 48' 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 16.25' 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.
STRESS ANALYSIS
CUSTOMER: RICK
DATE: 06/10/05 DESIGN: DECK05161 REF: 05161093.ZIP
SALESMAN # 8402
MEMBER - ----_-- STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 298 PSF
16IN BENDING 205 PSF
SHEAR 180 PSF
COMPRESSION 287 PSF 180 PSF
BEAMS 2-2X10 DEFLECTION 104 PSF
BENDING 54 PSF
SHEAR 64 PSF
COMPRESSION 316 PSF 54 PSF
BOLTS 1/21N SHEAR 1748 PSF 1748 PSF
POSTS 4X4 STABILITY 352 PSF 352 PSF
-----------------------------------
TOTAL LOAD 54 PSF
DEAD LOAD 10 PSF
LIVE LOAD 44 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 836 PSF
BENDING 485 PSF
SHEAR 369 PSF
COMPRESSION 1355 PSF
-----------------------------------
TOTAL LOAD 369 PSF
DEAD LOAD 10 PSF
LIVE LOAD 359 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 902 PSF
BENDING 524 PSF
SHEAR 398 PSF
COMPRESSION 1463 PSF
------------------------------------
TOTAL LOAD 398 PSF
DEAD LOAD 10 PSF
LIVE LOAD 388 PSF
STRINGER 2X12 DEFLECTION 836 PSF -----------
BENDING 485 PSF
SHEAR 369 PSF
COMPRESSION 1355 PSF
-----------------------------------
TOTAL LOAD 369 PSF
DEAD LOAD 10 PSF
LIVE LOAD 359 PSF
,
_______________________________________________________
STRINGER 22{I2 DEFLECTION 690 PGF
BENDING 400 PSl7
SHEAR 304 P3F
COMPRESSION I115 P8F
-----------------------------------
TOTgJ, I,OJ8D 304 PSF
DEAD L[DQ] IO PSF
LIVE LOAD 294 PSF
-------~-----------------------------------------------
�
Q C1
1 ♦EI`j V
JUN 1 4 2005
TOWN OF QUEENSBURY
BUILDING AND CODE
05'10 00"
35.89'
YY
9
® PROPOSED WELL
7128'
o 0
r
LOT 18
w 1 67,255 sq.ft.
o
1.54 acres
28g S�,
S14-2 "w
L07 20