2011-250 .4.1" TOWN OFQ UEENSBURY
742 BayRoad,Queensbury,NY 12804-5902
wo � Q r3, (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110250 Date Issued: Wednesday, July 06, 2011
This is to certify that work requested to be done as shown by Permit Number P20110250
has been completed.
Tax Map Number: 523400-289-012-0001-034-000-0000
Location: 4 FARMINGTON PI
Owner: KEVIN & JEANINE REPPENHAGEN
Applicant: KEVIN & JEANINE REPPENHAGEN
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 7) °
property owner of the responsibility for compliance with Site Plan, • 'r „-
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
CERTIFICATE OF COMPLIANCE
Permit Number: P20'110250 Datelssued: Wednesday, July 06, 2011
This is.to certify that work requested to.be done as shown by Permit Number P20110250
has-been completed.
Tax Map Number: .523400-289-012-0001-034-000-0000
Location: 4 FARMINGTON PI
Owner: KEVIN & JEANINE REPPENHAGEN
Applicant: KEVIN & JEANINE REPPENHAGEN
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, `� ry
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: P20110250 Application Number: A20110250
Tax Map No: 523400-289-012-0001-034-000-0000
Permission is hereby granted to: KEVIN&JEANINE REPPENHAGEN
For property located at: 4 FARMINGTON Pl
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. Tine of Construction Value
Owner Address: KEVIN&JEANINE REPPENHAGE
4 FARMINGTON PI Deck $3,200.00
QUEENSBURY,NY 12804-0000 Total Value $3,200:00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-250
500 sq ft deck
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 02,2012
(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 date.)
Dated at the Toa ueensb lurday,June 02,2011
SIGNED BY d� 14A for the Town of Queensbury.
Code
Director of Building& Enforcement
jj OFFICE USE ONLY
11 D
G� ( � ;
TAX MAP NO, I PERMIT N0.
Mai 3 20zt ,
FEE PAID �� BLDG.&CODES APPROVA AY
TOWN IF Q. N8I5URY
..-,..__- _ . .. Kp1N � ...
. ACCESSORY STRUCTURE DU LDING 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.
OWNER: j`L-'[i(.V /CL�(��iJ � G G-N INSTALLER/BUILDER: 7ilN
ADDRESS: F Rm w PLA ct ADDRESS:
PHONE NOS. Jrl 6 3G-3U SS PHONE NOS.
LOCATION-OF PROPERTY: SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION:
HAS.THERE BEEN A SITE PLAN REVIEW:VARIANCE OR SUBDIVISION APPROVAL? ❑YES ❑ NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $,E7aUO GG ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? U
IF YES,PLEASE LIST:
CONTACT PERSON,FOR BUILDING&CODES COMPLIANCE: !CL-PPZ--r/MA PHONE: -16-3-47- 7603
St No PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK 500 SGt Ft- ►✓`A .7 00 So F-17 36 1�
3 SEASON,COVERED OR ENCLOSED PORCH'
BOATHOUSE
BOATHOUSE WITH SUNDECK I
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 I.ioderstood 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 761-9256 OR EMAIL
Queensbury Building & Code Enforcement - Residenti al Inspection
Office . (518) 761-8256 Arrive: r a rt: q a
Date Inspection req est received: Inspector's Ini ' s
NAME: � P MIT#: 1
LOCATION: ATE:
TYPE OF STRUCTURE:
Comments:
Yes No 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 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 lain /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 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 1 Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/hour fire door/door closer
Duct work Sealed properly
Gas Lo s 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
Framing / Firesfo ing Inspection Report
Office No. (518)761-8256 Date In ue
Queensbury Building&Code Enforcement Arrive: am/ armor r
742 Bay(toad, Queensbury, NY 12804 inspector's Initia s:
NAME: ERMIT#:
LOCATION: s INSPECT ON:
TYPE OF STRUCTURE: ci
I ell Y HLA COMMENTS:
Framing
AtbAccew&x 30" minimum
Jack Studs/Headers
Bracing l 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 naus each side
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%Inch or 518 inch Type X
Garage side 5/8 inch Type X
Ceilingtwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. A
5.7 sf above/below grade
5.0 sf grade
LABuilding&Codes Fomis-OLOSuliding&CodesUnspedion FomsTrarning FiredoWng Inspection Report.doc Revised January 7,2006
Foundation Inspection Report
Officf My"Buildin;&
18 7618256 Date Inspection st r
Queens Code Enforcement Arrive: art:
742 Bay Rd,Qucensbury,NY 12804 Inspector's
NAME: PERMIT#: .
LOCATION: _ INSPECT ON:
TYPE OF STRUCTURE:
�..�r . r rrrrr.rr�rwr
COMMOU
N1 WA
Footings
[Monoffit-hic Slab v�
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:\Bullding&Codes FormsXQuiiding&CodesUnspewon FormsWoundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
TOWN OF QUEENSBURY
BUILDING DEPARTMENT ' FILE
COPY
CROSS-SECTION R �fJ ��\Based on our limited examination,compliance
CUSTOMER -- R6�with our comments shall not be construed as
DATE 05/28/II REF Decklll47 indicating the plans and specifications are in
full. compliance with the Building Codes of
New York State.
y.,
77
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TORE NAME
4_6 G'p �„s,'— ;, a STREET RD,
OD .
�� TOWN ��`" �y s� a Y, ST
CT�V BUILDING & (0 E 555 1212
r Revievved By:
Dates 6 .�
t �
STRESS ANALYSIS
CUSTOMER: RUPPEN HAGEN
DATE: 05/28/11 DESIGN: DECK11147 REF: 11147111 . ZP1
SALESMAN # LEN S.
----------------=--------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
--------------------------------------------------------
JOISTS 2X8 DEFLECTION 226 PSF
1611, BENDING 203 PSF
SHEAR 156 PSF
COMPRESSION 383 PSF 156 PSF
BEAMS 3-2X8LM DEFLECTION 52 PSF
BENDING 55 PSF
SHEAR 73 PSF
COMPRESSION 397 PSF 52 PSF
POSTS 4X4 STABILITY 363 PSF
BEARING 391 PSF 363 PSF
-----------------------------------
TOTAL LOAD 52 PSF
DEAD LOAD 10 PSF
LIVE LOAD 42 PSF
-------------------------------------------------------
STRINGERS 2X12 DEFLECTION 319 PSF
BENDING 263 PSF
SHEAR 187 PSF
COMPRESSION 721 PSF
7-----------------------------
TOTAL LOAD 187 PSF
DEAD LOAD 10 PSF
LIVE LOAD 177 PSF
25'
24' 11 3i 4'
BIiv SONO BE
4X4 PO
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X
V' �
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3-2x8Lm Beam
(U
CU
9'
L j�
2 21' 2'
K
F
M
� 1
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A Joist 18' .F45 RO J fascia 18' 1)22 2)45
B Joist(16) 18'7 1/2• J rim 17'11' 1)45 2)0
C Jolat." 18.6 112' F45 RO K cap 3'11 3/4'
D fascia 24'11 3/4' 1)45"2)45 K section 4'2 1/4'
.. D rim 24'10 1/4' .L sap 4'1 1/2'
E fascia 8'8 1/2• 1)45 2)46 L section 4'4'-
E rim 8'5 3/4' M cap 2'4 1/2•
F fascia 3/4• 1)45 2)45 M section :2'T:
. .. .. F rim" 1 1/2' .. ..N,cap '6'1/4' .. .
G fascia 2'10' 1)22 2)22 N section 6'2 3/4'
O rim 2'8' - 1)45 2)46 O cep 5'7 3/4'
H fascia 21' 1)22'2)22 O section...5'10 114'
H rim 21'2 1/4• 1)45 2)45 P cap :2'4 1/2'
I fascia 2'10': 1)22 2)22 P section 2'7•-
.. I rim.. .2'81 1)45 2)46.. O sap 5'7 1/2•
O"section 5'10'
A �1
6' 6 3/4
B
T 10„ �
• a
1110,
D
1' 10 1/2'
BEAM BE POST POST
LABEL LENGTH COUNT SPACING
A 24' 10 1/4" 3 11':9 1/2"
B .24' 10.I/2" 4 7' 10 1/4"
C 24' 10.1/2" 3
D 22' 9 1/2'' 3 10' 9
Post spacing s.measured center-to-
. . p . 9.i center.
Depth of concrete footers --- 48"
D) 12'11"
D) 13'4" C) 117" -
C) 12' D) 12'11"
D 13'4" L C) 11 r7"
C) 12' D) 12r1.1" -
D 13'4" C) 11'7"
C) 12' D) 12'11"
D) 13'4' C 11'7":
C 12' D 12'11"
D 13'4" C 11'7"
C 12' D 12'11'
D 13'4" C 11'7"
C) 12' D) 12'11"'
D 13'4" C 11'7"
C 12' D) 12'11"
D 13'4" C) 11 r7"
C) 12' D) 12'11"
C 11'7"
C 12' D 12'11'
D 13'4" C 117"
C 12' D) 12'11'
D 13'4" C 11'7"
C 12' 1D) 12'11"
D) 13'4" C) 11'7"
C 12' D) 12'11'
D 13'4" C 11'7"
C 12' D 12'11"
D 13'4" C 11'7"
C 12' D 12'1 1"
D 13'4" C 117"
C 12' D) 12'11'
D) 13'4" C) 11'7"
C 12' D) 12'11'
D) 13'4" C) 11.7"
C 12' D) 12'11'
D 13'4" C 11'7"
C 12' D) 12'11'
D 13'4" '
C 11'11" D).12'9"
D) 12'9" C)'10'11"
C -10-11' C 11'10"
A 7'10" D 14'
O
1
"I have seen or observed, or believe I saw evidence of,
all ob ecis such Is h„�:ases, wells, trees, fences, etc.,
shown on this dr;;ur;�,n2 I also represent personally mea;�r hove
ed the distances set h onithe diagram."
GNATURE
DATE
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