2008-280 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: P20080280 Date Issued: Thursday, July 31, 2008
This is to certify that work requested to be done as shown by Permit Number P20080280
has been completed.
Tax Map Number: 523400-296-017-0001-018-000-0000
Location: 25 JUNE Dr
Owner: HOWARD & CHRISTINE GREENHOLTZ
Applicant: HOWARD & CHRISTINE GREENHOLTZ
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,
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: P20080280 Application Number. A20080280
Tax Map No: 523400-296-017-0001-018-000-0000
Permission is hereby granted to: HOWARD & CHRISTINE GREENHOLTZ
For property located at: 25 JUNE 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. Type of Construction Value
Owner Address: HOWARD &CHRISTINE GREEN
25 JUNE Dr Deck
QUEENSBURY,NY 12804-0000 Total value
Contractor or Builder's Name/ Address Electrical Inspection Agency
Plans &Specifications
2008-280
192 SQ FT DECK
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 26, 2009
(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 a To of ens ury; day,June 26, 2008
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
e _ _ 1 ,'
OFFICE USE ONLY
0 "
TAX MAP NO. PERMIT NO. 1
'� L
o FEE PAIArQ BLDG.&CODES APPROVAL ; R
0. ...._------------------' ........ i " TO 1,1 , I� - C'i
.................. ... �... sii+ .ap"
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure (house)to include, but
not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3
entitled Accessory Structures-Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS
RECEIVED A VALID BUILDING PERMIT. A
OWNER: �� � 6 �+�NvC.TL INSTALLER/BUILDER:
ADDRESS: C25 �V G ADDRESS: S111 HIE
PHONE NOS. �� /g —3_)"�- PHONE NOS.
LOCATION OF PROPERTY: 4 �b SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION:
ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? /
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
sr No PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 .FM TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT FT.&IN.
OPEN PORCH
DECK /901 4
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: 1
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO] REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
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
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
I have read and to th bove. codes(Maueensbury.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed Dated: www.aueensburv.net
Town of Queensbury- Community Development Office ■ 742 Bay Roue, Queen$h q, NY.12804
B 1-LGL 11-05
-� --/-/ /vC-S4� ll�-11
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: ' aff Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials.
NAME:
/ 0 0 Y,/'-',—L-) 7 PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
r4.1 Y N WA COMMENTS:
Framing
ccess 22" x 3W minimum
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
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/ w 16 gauge 8 16D nails each we
Draft stopping 1,000 sq. ft. floor trusses
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'A inch or 518 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
013uiiding&Codes Fortes-01-Muilding&Codesllnspedion FwnsTr waQ Fuestapp"lmpWw Report.doc Revised January 7,2008
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/pm pa : am/pm
Date Inspection request received: Inspector's Initials: _^ Q
NAME: �� � C 1 2— PERMIT#: DO
LOCATION: A 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
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/3/a hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Surve Plot Plan
As Built Se is m/Sewer Dept.Ins ection Sticker
Site P1an/I vaylanceNequired
Flood Plain(jertification,if required
Okay to iss C/C C/O[Temporary/Permanent
L:\Building odes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised-1 00405.doc
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:"am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION-j - k. -'`cam.. INSPECT ON:
TYPE OF STRUCTURE:
COMMO
Y N/A
Footings
Piers
Monolithic 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 purp9se on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Formsfoundaiion Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
PLOT PLAN Joseph J . Timko Jr .
B?Abd-001gb 25 June Drive
ueensb r Q u y , N .Y . 12801
Lot Size : 87' ' X 127 ' 793-8588
Scale : 1 "=12 ' (approximate)
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BILL OF'MATERIALS
CUSTOMER: HOWARD GREENHOLTZ
DATE: 06/06/08 DESIGN: GREENY DE REF:
SALESMAN # 8116
---------------------------------------------------------------------------
SUMMARY
---------------------------------------------------------------------------
LUMBER MATERIALS $ 0 . 00
OTHER MATERIALS $ 0 . 00
TOTAL $ 0 . 00 (192 . 00 SQ FT, $0 . 00 PER SQ FT)
PRICE VALID UNTIL 06/07/08 .
---------------------------------------------------------------------------
WOOD TYPES USED IN DECK
---------------------------------------------------------------------------
DECK PLANKS UNKNOWN
JOISTS PRESSURE TREATED
FASCIA UNKNOWN
RIM BOARD PRESSURE TREATED
BEAMS PRESSURE TREATED
STRINGERS PRESSURE TREATED
STAIR TREADS UNKNOWN
STAIR RISERS UNKNOWN
n n r, PARTMIENIT
f t �GL
' l
('w1.tfu2d as i�,Gl,acng the _.
i udii,'ations 0,e in full
it fhe Funding Codes Of
STRESS .ANALYSIS
CUSTOMER: HOWARD GREENHOLTZ
DATE: 06/06/08 DESIGN: GREENY DE REF:
SALESMAN # 8116
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 110 PSF
16" BENDING 122 PSF
SHEAR 116 PSF
COMPRESSION 198 PSF 110 PSF
BEAMS 2-2X10 DEFLECTION 196 PSF
BENDING 98 PSF
SHEAR 75 PSF
COMPRESSION 283 PSF 75 PSF
BOLTS 1/2" SHEAR 1880 PSF 1880 PSF
POSTS 4X4 STABILITY 424 PSF 424 PSF
------------------------------------
TOTAL LOAD 75 PSF
DEAD LOAD 10 PSF
LIVE LOAD 65 PSF
-------------------------------------------------------
STRINGERS 2X12 DEFLECTION 648 PSF
BENDING 410 PSF
SHEAR 237 PSF
COMPRESSION 853 PSF
-----------------------------------
TOTAL LOAD 237 PSF
DEAD LOAD 10 PSF
LIVE LOAD 227 PSF
-------------------------------------------------------
PRICE SUMMARY
CUSTOMER: HOWARD GREENHOLTZ
DATE: 06/06/08 DESIGN: GREENY DE REF:
SALESMAN # 8116
---------------------------------------------------------------------------
SUMMARY
---------------------------------------------------------------------------
LUMBER MATERIALS $ 0 . 00
OTHER MATERIALS $ 0 . 00
TOTAL $ 0 . 00 (192 . 00 SQ FT, $0 . 00 PER SQ FT)
PRICE VALID UNTIL 06/07/08 .
---------------------------------------------------------------------------
WOOD TYPES USED IN DECK
---------------------------------------------------------------------------
DECK PLANKS UNKNOWN
JOISTS PRESSURE TREATED
FASCIA UNKNOWN
RIM BOARD PRESSURE TREATED
BEAMS PRESSURE TREATED
STRINGERS PRESSURE TREATED
STAIR TREADS UNKNOWN
STAIR RISERS UNKNOWN
A 15' 11 " -
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Plank Layout Curtis Lumber Co,Inc
howard greenholtz 885 Route 67
06/06/08
Ref:greeny de Ballston Spa
Scale: 1/2' = l' (800)724-9663
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Plan View Curtis Lumber Co,Inc
howard greenholtz 885 Route 67
06/06/08
Ref greeny de Ballston Spa
Scale: 1/4' = 1' (800)723663
E
A A A A A A A A A A A
B D
C
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A Joist (11) 11' 8 1/4' C rim 15' 10 1/2'
B fascia 12' 1)0 2)45 D fascia 12' 1)45 2)0
B rim 11' 8 1/4' D rim 11' 8 1/4'
C fascia 18' 1)45 2)45 E rim 15' 10 1/2'
Cut List Curtis Lumber Co,Inc
howard greenholtz 885 Route 67
06/06/08
Ref:greeny de Ballston Spa
Scale: 1/4"=1' (800)724-9663