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2011-232 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518).761-8201
Community Development-Building & Codes (518) 761-8256
C ERTI F I C ATE OF .COMPLIANCE
Permit Number: P20110232 Date Issued: Monday, June 27, 2011
This is to certify that work requested to.be"done as shown.by Permit Number P20110232
has been completed.-
Tax Map Number: 523400-279-015-0001-022-000-0000
Location: 19 AZURE Dr .
Owner: CYNTHIA MOREHOUSE
Applicant: CYNTHIA MOREHOUSE
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.
6
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes _(518)761-8256
BUILDING PERMIT
Permit Number: P20110232 Application Number: A20110232
Tax Map No: 523400-279-015-0001-022-000-0000
Permission is hereby granted to: CYNTHIA MOREHOUSE
For property located at 19 AZURE 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. Tempe of Construction Value
Owner Address: CYNTHIA MOREHOUSE Deck $7,037.00
19 AZURE Dr Total Value
QUEENSBURY,NY 12804-0000 $7,037.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-232
550 sq ft deck
$55.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,May 27,2012
(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 datAliy'
.)
Dated at the To of ens 1� May 27,2011
V
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
%-----------------------OFFICE USE ONLY---------------------- - r----------------------
TAX MAP NO. 4 rZ�C�PERMIT NO. ✓ Z 3 n I
i FEE PAIIdJY 1 BLDG.&CODES APPROVAL `
1
____AY
ACCESSORY STRUCTURE BUILDING PERMIT APPLI A
o�
Use this application for any structure other than the Principal Structure (ho to
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 en 1 res-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.NO INSPECTIONS ILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.
0
OWNER: 1 NSTALLER/BUILDER: U CGSInjo n Q (�
ADDRESS: 7 (�Ji r�c�Oi ( ADDRESS:
PHONE NOS.T a I �\7 b 4 T (( PHONE NOS.
LOCATION OF PROPERTY: Y u 0 Q SUBDIVISION NAME: `'-
LOCATION OF PROPOSED CONSTRUCTION AND/OR
//INST�r CATION: In�y� / T boo S-p-
ESTIMATED COST OF CONSTRUCTION: $ D 3(9'ANOTHER ACCES RY A 06N9 0i9RTY?`'e-
IF YES,PLEASE LIST: / !- �j
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: L V r Cis PHONE: 33O 3(0 L
PROPOSED CONSTRUCTION 1sT FLOOR 2ND FLOOR TOTAL PROPOSED
O OS D
SQ.FT. SQ.FT SQ.FT. FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH'
BOATHOUSE yft
BOATHOUSE WITH SONDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS:---j
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 l/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.
I have read and agree to the above.
QUESTIONS? CALL 761-8256 OR EMAIL
Signed Dated: 112, codesCaD-Queensburv.net
dnUA1 / VISIT OUR WEBSITE FOR PADRE INFORMATION
Nameffitle(Printed) C� V) 1`a- /!►Dfe- 05 www.gueensbury.net
d
Queensbury Building & Code Enforcement - Re ' ential Final Inspection
Office No. (518) 761-8256 Arrive: am/pm De art: � *m/pm
e :Date.Inspection request receiv Inspector's Initials:
NAME: '� t:> PERMIT#: IIj
LOCATION: DATE:
TYPE OF STRUCTUIR5.
Comments:
Yes No NIA
4" Building Number Address visible from road
ChimneyHeight/"B"Vent/Direct Vent Location , -( F�
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
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
Deck Bracing/Handicapped Ramp Compliant
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/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backu :
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.-1 50 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification/Sticker on Panel
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 Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/"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 Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/O Temporary/Permanent
LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10
Foundation Inspection Report
Office:No.(518)161-8256 Date Ins o request received:
Que%bury Building&Code Enforcement Arrive: ' is am/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �C/
NAME: re- 11w,
PERMIT V /
LOCATION: r INSPECT ON:
TYPE OF STRUCTURE:
on gyp
N
Footings
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 purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight-or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet area under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:kBuIlding&Codes Forms\Buiiding&Codesunspecdon Fannff oundatlon Inspecction Report.doc
Last printed 12/20/2005 9:24:00 AM
qq
MAY 2 3 2011
TOWN OF QUEENSIB
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B ILDING QUEENSBEPARTMURYNT TOWN OF QUE NSBURY
Based on our limited examination,compliance BUILDING & CO ES �
with our comments shall not be construed as
indicating the plans and specifications are in Reviewed BY:
full compliance with the Building Codes of
New York State. Da$e'� •��.. l
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LABEL LENGTH COUNT SPACING
A 23' 10 1/2' 3 11' 3 1/2"
• Post spacing is measured center-to-center.
Depth of concrete footers --- 48"
STRESS ANALYSIS FOR LEVEL 1
CUSTOMER: LUCAS
DATE: 05/21/11 DESIGN: DECK11141 REF:
SALESMAN # 50064 - BP
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X10 DEFLECTION 192 PSF
16" BENDING 157 PSF
SHEAR 146 PSF
COMPRESSION 189 PSF 146 PSF
BEAMS 2-2X12 DEFLECTION 350 PSF
BENDING 145 PSF
SHEAR 102 PSF
COMPRESSION 296 PSF 102 PSF
BOLTS 1/2" SHEAR 2386 PSF 2386 PSF
POSTS 4X4 STABILITY 441 PSF 441 PSF
-----------------------------------
TOTAL LOAD 102 PSF
DEAD LOAD 10 PSF
LIVE LOAD 9.2 PSF
-------------------------------------------------------
STRINGERS 2X12 DEFLECTION 638 PSF
BENDING 534 PSF
SHEAR 379 PSF
COMPRESSION 1465 PSF
-----------------------------------
TOTAL LOAD 379 PSF
DEAD LOAD 10 PSF
LIVE LOAD 369 PSF
-------------------------------------------------------
STRESS ANALYSIS FOR LEVEL 2
CUSTOMER: LUCAS
DATE: 05/21/11 DESIGN: DECK11141 REF:
SALESMAN # 50064 - BP
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X10 DEFLECTION 2797 PSF
16" BENDING 969 PSF
SHEAR 495.. PSF
COMPRESSION 469 PSF 469 PSF
BEAMS 2-2X12 DEFLECTION 187 PSF
BENDING 113 PSF
SHEAR 110 PSF
COMPRESSION 542 PSF 110 PSF
BOLTS 1/2" SHEAR 2906 PSF 2906 PSF
POSTS 4X4 STABILITY 537 .PSF 537 PSF
-----------------------------------
TOTAL LOAD 110 PSF
DEAD LOAD 10 PSF
LIVE LOAD 100 PSF
2' 3/4"
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 13' 10 1/2" 3 6' 3 1/2"
B 15' 10 1/2" 3 7' 3 1/2"
C 6' 8 3/4" 2 5' 5 1/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48"
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