2010-163 411 ` TOWN OFQ UEENSBURY
wow742 Bay Road ee ns bury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Pe mit Number. P20100163 Date Issued: Tuesday, June 22, 2010
This is to certify that work requested to be done as shown by Permit Number P20100163
has been completed.
Tax Map Number. 523400-303-020-0001-047-000-0000
Location: 3 PHILLIPS Ave
Owner. JESSE & JENNIFER PREHODA
Applicant: JESSE & JENNIFER PREHODA
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 1 I
property owner of the responsibility for compliance with Site Plan, / e� ✓ TM
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
cos 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20100163 Application Number. A20100163
Tax Map No: 523400-303-020-0001-047-000-0000
Permission is hereby granted to: JESSE &JENNIFER PREHODA
For property located at: 3 PHILLIPS Ave
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: JESSE &JENNIFER PREHODA
3 PHILLIPS Ave Deck $1,500.00
QUEENSBURY, NY 12804-0000 Total Value $1,500.00
Contractor or Builder's Name/ Address Electrical Inspection Agency
Plans &Specifications
2010-163
240 sq ft deck
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, April 21, 2011
(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 o eens , d 1. , April 21,2010
SIGNED BY ` for the Town of Queensbury.
Director of Building&Code Enforcement
C l—`7 FFICE USE ONLY , ip'i,i ` _:_ Feu ..
TAX MAP NQ. PERMIT NO. s i+ '/
`== 1 APR 0 -010 ; ;
FEE PAID BLDG. &CODES APPROVAL i0 3 1 dr
ACCESSORY STRUCTURE BUILDING PERMIT PPL A I - --'--
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.
OWNER: Jesse W Prehoda INSTALLER/BUILDER: myself
ADDRESS: 3 Phillips Ave.Queensbury N.Y.12804 ADDRESS: same
PHONE NOS. (518)745-6836 PHONE NOS.
LOCATION OF PROPERTY: 3 Phillips Ave. Quennsbury NY 1245 SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: backyard at 3 Phillips Ave.
ESTIMATED COST OF CONSTRUCTION: $ 1500 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? yes
IF YES,PLEASE LIST: backporch
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Jesse Prehoda PHONE: 518-745-6836
PROPOSED CONSTRUCTION 1S'FLOOR 2ND FLOOR TOTAL HEIGHT PROPOSED
SQ.FT. SQ.FT. SQ.FT. FT &IN
OPEN PORCH
DECK 240 240 6
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
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
Uwe 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, QUESTIONS? CALL 761-8256 OR EMAIL
showing actual location of all new construction. codes(aaqueensbury.net
I have read and agree o above. VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensburv.net
Signed Dated: t_� �6!1 �
Name/Title(Printed)
Q, Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
/ -- lJe Ieci
Queensbury Building & Code Enforcement - Residential Fina spection
O No. (518) 761-8256 Arrive: am/pm De rt: . i am/pm
Date Inspection reques ived: Inspector's Initials: �,1
NAME: re/OcI PERMIT#: / )/
LOCATION: "U 'i�S .....c4.....1c.. _ DATE: —
TYPE OF STRUCTURE:
Comments:
Igo LI2 NIA
4° 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 f-- 4.1\4,l1) -1-(.5 -
Handrail 4 or more risers ,
Guards at stairs,decks,patios more than 30 inches above grade
VI
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 i Handicapped Ramp Compliant V
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 i Insulation 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
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'A'Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing i%hour fire door/door closer
Duct work Sealed properly
Gas Lo sg_in Sealed or Glass Enclosure Il
Final Electrical — — C71X----
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if regeired
Okay to issue C I C or C I 0 j Temporary/Permanent
L:\Buiiding&Codes Forms\Buiiding&Codes\Inspection FormsResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08
Framing / Firestopping Inspection Re //
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/• rt:.. adpam/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: PreAz) PERMIT J #: /2-/é3
LOCATION: AiiripS 14)e INSPECT ON: , —/7/b
TYPE OF STRUCTURE:
Y W NA COMMENTS:
Framing �/
ccess 22" x 30" minimum
Jack Studs/Headers
Bracing/Joist hangers ��
?Q FLI�ti•` �' i` —�C'�
Jadk Posts/Main Beams
Exterior sheeting nailed properly 1:4041-M $41-T"
12"O.C. S tV "tZ._ —
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing R4 ,
Headroom 6 ft. 8 in. •
Notches/Holes/Bearing Walls t�v
Metal Strapping for Notches Top Plate
1 16(w) 16 gauge(8) 16D Haus each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 61t 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 14 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
L:\Building&Codes Fortes-OLD1BulIdi g&CodesJnspedion FormssFraming Firestopping Inspection Report.doc Revised January 7,2008
- 4 ik _cf"i/ e--s41,_? _
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. :�
/°_/C�
NAME: _� `/ PERMIT#:
LOCATION: ���J �s !, - INSPECT ON: —/Z �h
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
•1_ ,
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 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 12/20/2005 9:24:00 AM
6,—115„ -s.),—,v e � �-�
8 �,� cc?___ lam=
GIRDER LOAD AREA 40 PSF LIVE-10 PSF DEAD
r r
i py
j Y 2X8 ACQ LEDGER BOARD
ATTACHED TO BUILDING
FRAMING EDGER LOK"SCREWS,
2 ROWS 16"oc
5/4X6 ACQ DECKINGT.-2X8 ACQ JOIST 16"oc 1
[2]2X12 ACQ GIRDER TYP JOIST HANGER
�� _ BOLTED TO 4X4 ACQ ��
1 )-8 411 POSTS 10 -6 4
/ / i
CV
I WN OF QUEENSBURY
-UILD:N :a & CODES DEPT.
eviewed By: t .�.
-C. �. .1Q_____.--
4X4 POST BASE CLIP
1/2"X8"ANCHOR BOLT 2'X2'CONRETE BLOCK PATIO
I
I I I I I I ��
TOWN OF QUEENSBURY 8"DIA.CONCRETE FILLED \V/w)
BUILDING DEPARTMENT SONO TUBE
O Based on our limited examination,compliance
I Ziith our comments shall not be Construed as ` 14"X14"X8"CONCRETE FTG.
dicating the plans and specifications are in [1.36 SF]ON UNDISTURBED
�- TuII compliance with the Building Codes of • SOIL
New York State.
9'X7'DECK AREA CARRIED BY
POST @ 50 PSF
a, a. 3150 LBS PER FTG
3000 PSF SOIL BEARING CROSS SECTION
1.05 SF FTG. REQ'D.
DECK GIRDER Date: 4/15/10 BeamChek 2.2
Choice (2)2x 12 Mixed So. Pine#2 BASE Fb=875 ADJ Fb=875
Conditions '91 NDS
Min Bearing Area R1=2.9 in2 R2=2.9 in2 DL Defl 0.02 in
Data Beam Span 9.0 ft Reaction 1 1612# Reaction 1 LL 1260#
Beam Wt per ft 8.2# Reaction 2 1612# Reaction 2 LL 1260#
Beam Weight 74# Maximum V 1612#
Max Moment 3627'# Max V(Reduced) 1276#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl
Actual 63.28 33.75 0.11 0.08
Critical 49.74 21.27 0.45 0.30
Status OK OK OK OK
Ratio 79% 63% 24% 28%
Fb(psi) Fv(psi) E(psi x mil) Fc I(psi)
Values Base Values 875 90 1.4 565
Base Adjusted 875 90 1.4 565
Adjustments CF Size Factor 1.000
Cd Duration 1.00 1.00
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self-weight into the calculations.
Loads Uniform TL: 350 =A Uniform LL: 280
Uniform Load A
R1 = 1612 R2= 1612
SPAN=9 FT
Uniform and partial uniform loads are lbs per lineal ft.
NOTE:
2X2 BALUSTERS ARE SPACED NOT TO
ALLOW A 4"OBJECT TO PASS THROUGH
2X6 TOP RAIL
2X4 SUB RAIL
\ 7 v
\\-
4X4 NEWEL
2X2 BALUSTER —IN -
Co I
I 2X4 BOTTOMI
RAIL N
s
\ \
. \SI
::
2„ SIN
DECK RAIL SYSTEM
EXISITING HOUSE
FRAMING DIMENSIONS SHOWN
CONNECT NEW DECK TO STAIR
LAM,
ING
cV
..............
to
�J j i� i E
Illi I �
ps I
EXISTING
2'X2'CONRETE
BLOCK PATIO
NEW DECK BELOW
EXISIIINGI-ANOING
ADD STAIRS
65 38
19n
M" REFERENCES: fo
MAP OF A SURVEY MADE FOR
OoLLEYTEo=o" INC
OAlm crcso
97
BY: VAN DUSEN*SIMS
MAP OF A SURVEY MADE FOR
911HAEL C it 7ERESA M.HAMMOND
Or VAN DUSEN&SIEVES '7*4'E
DATED. JULY 25. 1989 S87'i4
MAP SHOWO LANDS OF t49.T3'
OPERIAL HElQiT$PARK
DATED: JUNE 1, 1911 66 37
Sr. O.J.RAINVILLI:
04
ZONING INFORMATION: D4
UR-10
URBAN RESIDENTIAL-10.000 sq It
MINIMUM LOT WIDTH = 75 FEET 67 36
SMACKS: To.sr "R
FRONT = 30 T-4 AM 18'4
�t 7-
SIDE = 10 MIN, 30 TOTAL
HEAR 10 46
OWNERS/APPLICANTS. 8s9
ELIO CERRONE 681 35
LIDIA CERHONRx
es SUNSET Tun
WERNSDURY, NY 128"
TEL 518--798-42081• b - "1 n _
't 44T 1s
LEGEND
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0 CATCH BAW
0 •CA7tm DAW
dw POWER POLE
WATER OW W
WATER VALVE
CPP CMUCATED PLASTIC PPC
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