2015-142 TOWN OF QUEENSBURY
ONu ,NY 12804-5902 (518) 761-8201
742 Bay Road,Queensbury,
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20150142 Date Issued: Monday, June 15, 2015
This is to certify that work requested to be done as shown by Permit Number P20150142
has been completed.
Tax Map Number: 523400-227-014-0001-021-001-0000
Location: 1155 PILOT KNOB Rd
Owner: GEORGE T CHOLAKIS
Applicant: GEORGE T CHOLAKIS
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, �d
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
elkki
wis 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150142 Application Number: A20150142
Tax Map No: 523400-227-014-0001-021-001-0000
Permission is hereby granted to: GEORGE T CHOLAKIS
For property located at: 1155 PILOT KNOB Rd
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: GEORGE T CHOLAKIS Deck _ $12,000.00
EVANGELINE H. CASEY-CHOLAK Total Value
6 BIRCH Ln $12,000.00
NEW PALTZ NY 12561-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2015-142
Deck 25' x 12.5'
$50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Sunday, May 15,2016
(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 To n of eens ;14 1 y 15,2015
SIGNED BY I \ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE -77
5 V_lS---
T I r Receiv
DATE S Tait� p ID 221-•I`4.-I-Z , I
TAX MAP ID =-' -'1.4.---'41-46,21--,0411"..► Per
rrii 20 It-11`L
"Nr �Q� (�6 2��• Perm' F e lGA
ZONING A es I>
HISTORIC SITE Yes No TOWN OF QUEEN,? Rec Fee
BUILDING& C_OL. Approval
SUBDIVISION NAME 0 '
APPLICANT GPU ��C�(k k1s OWNER
ADDRESS G L Lrif ADDRESS
AleLk, PaI* MI /2S 1
PHONE 8(1s 6 ( i -92_/Y PHONE 4117,19.-- '
CONTRACTOR V r + (/t/o if _ COST OF CONSTRUCTION(ESTIMATED): $ /62)0a)
ADDRESS: 31'2 5V five" e BUILDING ADDRESS: /45:-s-B / /oteie �� /�u
7, ,!? Ny 'z1 x 4 'i /vy /2
PHONE: 5IS - 2VV 96,2
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE � b
iOA \ �� ren-, h 1 1 S PHONE 51 Zv I
TYPE OF CONSTRUCTION GeOrj C C'hL1gk is Evs- 6/ 92/ 962_7
Check all that apply Please indicate measurements as required below
Boathouse 1st floor sq. ft. 2rd floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck d /�c/!/ / 3a.5.3a.58
Detached Garage(#of cars )
Dock
Pole Barn
Porch-open
'Porch—3 season, Covered, Enclosed
Shed
Other Accessory Structure(s)
"Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will
be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with
local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy. i _ (�
✓I have read and agree to the above: Print Name: Pp e 1 _/1C`'S Date: . //7/---
/ 1/r
Signature: 4 ieilP Date:
1
/ —
Queensbury Building & Code Enforcement - Residential Final Inspection
C-07
• O ice No. (518) 761-8256 VV7
j Arrive: am/p Depart:2 am/pm
Date Inspection request received: ) Inspector's Initials: A / ,bk,
NAME: �I' V f S. PERMIT#:
LOCATION: ( S I7;f i if )�y10 1�-/?. DATE: /VO,f
TYPE OF STRUCTURE: -C /i
Comments:
Yes No NIA
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbin• •ugh roof minimum 18 inches ,r
Roof Complet=` +i-i. a ish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs, decks, patios more than 30 inches above grade V
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 backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq._ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel •
Duct work sealed properly/Blower Door Test Certification
Floor truss, draft stopping finished basement 1,000 sq.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'/"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched _
Garage fireproofing/3/4 hour fire door/door loser
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50%
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 I C or C/0[Temporary/Permanent]
L:\Building&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, Revised 04/13/11
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received: 5\ 113
Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: /1 -
NAME: C,-NO\c..k SPERMIT#:
LOCATION: » P,\I 1Y1-• kak INSPECT ON: `D)2-G\2O13
TYPE OF STRUCTURE: }�
Comments
N N/A cj V\ GJ IrD— 'Lc7 t -C1,(0
2�
Footings
Piers
•Monolithic Slab Cc�� V\k11VVV)20&_,
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 c)kia61%
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 Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
•
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VOLUME 3247 PAGE 3 14 yoG p D
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OWN OF QUEENSBURY
BUILDING & CODES
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TOWN OF QUEENSBURY
BUILDING&CODES
25'
14' 11'
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6x6 Post
2-2x1OLrn Beare _
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IAY 06 2015
TOB NLD NG&CODESRY
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A A A A A A A A A
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IC:
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (1 1) 12' 2 1/4" E fascia 14' 4" 1 )45 2)45
B joist (9) 13' 11 1/2" E rim 13' 11 1/2"
C fascia 12' 6" 1)0 2)45 F fascia 11' 1)45 2)45
C rim 12' 2 1/4" F rim 10' 10 1/2"
D fascia 25' 1 )45 2)45 G fascia 1' 10" 1 )45 2)0
D rim 24' 10 1/2" G rim 1' 9 1/4"
H rim 14' ---n--- {t. E O \+ E
HAY 0 6 2015
TOB N D NGU&CODESRY
11Aj, 11
12' 4 1/2
1
7 B 1
=
. 11 3/4"
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 10' 3 1/4" 3 4' 5" rt.,. E i �l B 24' 10 1/2" 4 7' 9 3/4"Post spacing is measured center-to-center. MAY 08 2015N OF QUEENSBURYUILDING& CODES
STRESS ANALYSIS
CUSTOMER: J.M. WOLF
DATE: 05/04/15 DESIGN: DECK15089 REF: 15089145. ZP1
SALESMAN # RICH
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X10 DEFLECTION 115 PSF
16" BENDING 109 PSF
SHEAR 118 PSF
COMPRESSION 157 PSF 109 PSF
BEAMS 2-2X1OLM DEFLECTION 168 PSF
BENDING 90 PSF
SHEAR 78 PSF
COMPRESSION 273 PSF 78 PSF
POSTS 6X6 STABILITY 855 PSF
BEARING 413 PSF 413 PSF
TOTAL LOAD 78 PSF
DEAD LOAD 10 PSF
LIVE LOAD 68 PSF
iP2*Ir, 51
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TOWN OF PUE NSBURY BUILDING DEPARTKNT� rn
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Reviewed
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full omphance with the Bu n Codes of
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