2008-167 TOT OF QUE,ENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
rr.
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Pemut Number: P20080167 Date Issued: Friday, November 21, 2008
This is to certify that work requested to be done as shown by Permit Number P20080167
has been completed,
Tax Map Number: 523400-301-014-0002-015-000-0000
Location: 15 MC ECHRON Ln
Owner: JOHN & JESSICA LUTTMER JR
Applicant: JOHN & JESSICA LUTTMER JR
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 s`
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 :s de ' ortement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
Fos 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080167 Application Number. A20080167
Tax Map No: 523400-301-014-0002-015-000-0000
Permission is hereby granted to: JOHN &JESSICA LUTTMER JR
For property located at: 15 MC ECHRON Ln
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 QueensburyZoning
Ordinance. Type of Construction Value
Owner Address: JOHN &JESSICA LUTTMER JR Deck $3,000.00
15 MC ECHRON Ln Total Value
QUEENSBURY,NY 12804-0000 $3,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-167
432 sq ft deck
$43.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,May 15, 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 the wn o ee u V(7 , May 15, 2008
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
OFFICE USE ONLY = r7;
M-t2----
TAX MAP NO. PERMIT NO. Off -/6
,44, ,I1 3
FEE PAID BLDG,&CODES APPROVAL ; + .> ,
KY
TQ6UIC.Dtldt &' QD �.
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ACCESSORY STRUCTURE BUILDING PERMI 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. L
OWNER: U�\n •�- aSSJ C (--tO\ I u- vi7(I INSTALLER/BUILDER: \'*W\ 1 ..1-
ADDRESS: I' 1 ,I C Ic.d1 rcyn 2 ADDRESS: (-
PHONE NOS. (S o l PHONE NOS. -S a- -
LOCATION OF PROPERTY: rOM R t y rlerrl dicfriiall SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: Back
ESTIMATED COST OF CONSTRUCTION: $50506 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST: ^y
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: J 6 c i1fr PHONE: 11t`-9,34.eb
j81 FLOOR 2N0 FLOOR TOTAL PROPOSED
PROPOSED CONSTRUCTION HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK [,7 VC 27\ ,IC/1
3 SEASON,COVERED OR ENCLOSED PORCH* (Li3 2�
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 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
codes(a cweensburv.net
I have read and agree to the above.
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed
Dated: L/-23-O2 www.aueensburv.net
4 Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
B 1-LGL 11-05
itiliNtik " Community Development Office
Town of Queensbury • 742 Bay Rd.
Queensbury, New York .12804 PLOT PLAN _----,
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Show all existing and proposed structures. Indicate the setbacks of all structures arid bu!loIll;rglfrom all property lines.
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SIDE PROPERTY LINE
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Queensbury Building & Code Enforcement - Residential Fr I Inspection
Office No. (518) 761-8256 Arrive: am/pm Depart 1 � `Cam/pm
Date Inspection request received: Inspector's Initials:
NAME: C/ 'lt PERMIT#: c
LOCATION: - ' "r EC/ f DATE:
TYPE OF STRUCTURE:
Comments:
No NA
4' Building Number Address visible from road / it.5 1-JE'Cs
Chimney Height/"B"Vent/Direct Vent Location /
Fresh Air Intake C, CAA -- /
3 inch Plumbing Vent through roof minimum 6 inches f1
Roof Complete/Exterior Finish Complete
Platform at all exterior doors r`i/
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 � A1
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/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 < �� 1
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'r4"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/.hour fire door/door doser
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
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 required V Okay to issue C/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
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:Z.I( am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:^
NAME: t' -P PERMIT#:
LOCATION: /, eL c I / INSPECT ON:
TYPE OF STRUCTURE: -1). ,,,,Lkc
Comments
--)
Y N_ N/A
Footings
ien
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 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 Reportdoc
Last printed 12/20/2005 9:24:00 AM
(A,/c5cf if-*mac-'
Framing / Firestopping in Inspection Report 7
Po
Office No. (518) 761-8256 Date Inspection request received: '
Queensbury Building&Code Enforcement Arrive: am/ Depart/f ' �- am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: 4f'pA
PERMIT#: {� . l77
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: r`
_ N WA COMMENTS:
Framing
c Access 22" x 30" 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 side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Botts 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 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space I Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\Building&Codes Forms-OLD\Building&Codes\inspection Forms\Framrng Firestopping Inspection Reportdoc Revised January 7,2008
1:.00,„0.-
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CUSTOM VIEW
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CUSTOMER -- JOHN LUTTMER
DATE 05/19/08 REF Deck08I40
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-Fsa�,, ' (SG 885 AT. 67
BALLSTON SPA
Z, �l:�t G !c s � � - 15181490-1488 OR 490-1326
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BEAM LAYOUT CURTIS LUMBER CO.
CUSTOMER -- JOHN LUTTMER 885 RT. 67
DATE 05/19/08 REF .Deck08t40 BALLSTON SPA
04.,,,,.e_,, f,L.,.,,...9 151814904483 OR 490-1326
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 15' 10 1/2" 3 7' 9 1/2"
B 15' 10 1/2" 3 7' 9 1/2"
C 17' 1 t/2" 3 8' 5"
D 17' I1/2" 3 8' 5"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
PLAN VIEW CURTIS LUMBER CO.
CUSTOMER -- JOHN LUTTMER 885 RT. 67
DATE 05/19/08 REF Deck08140 BALLSTON SPA
(518)490-1483 OR 490-1326
27'
10'6' 8'6' 8'
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10'6' 8'6'
LOAD AND SUPPORT: Your deck will support a 45 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 30" from the top of decking to level ground.
The top of the deck support posts will therefore be 19.25" above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 12" center to center.
NOTE: The design may require knee braces and bridging between joists. Your materials list includes
the necessary items. The suggested design is not a finished building plan. You are responsible for
all measurements being correct, for verifying that the design land any substitutions or modifications
that you make) meets all local building codes and requirements. To verify that the suggested design,
and any substitutions or modifications, is consistent with conditions at the construction site,
review the design with your architect. Also consult your architect for proper construction and use
of materials in the structure.
Be sure to follow the deck construction detail available from your store salesperson.
•
3TTT?QC ANALYSIS
2USTOMER: JOHN LUTTMER
DAZE: 05/19/08 DESIGN: D .CKD8I4O REF:
SALESMAN # BILL D 1171
.EMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X10 DEFLECTION 416 PSF
12IN BENDING 295 PSF
SHEAR 239 PSF
COMPRESSION 299 PSF 239 PSF
BEAMS D T PSF
G.�_2XC_.Ca1:l Liu rti��.T il�'f 134
BENDING 69 PSF
SHEAR 56 PSF
COMPRESSION 311 < SF 56 PSF
BOLTS 1/2IN SHEAR 1434 PSF 1434 PSF
POSTS 4X4 STABILITY 323 P SF 323 PSF
TOTAL LOAD 56 PSF
DEAD LOAD 10 P S F
LIVE LOAD 46 PSF
STRINGER 2X12 DEFLECTION 1442
DEFLEC�IO�d PSF
BENDING 988 PSF
SHEAR 600 PSF
2200 ✓PSF
COMPRESSION �
TOTAL LOAD 600 PSF
DEAD LEAD 10
.; PSF
LIVE LOAD 590 PSF
ST1',114GER LA1 n
�nIL DEFLECTION .:A0
1 PSF
BENDING 615 PSF
SHEAR 373 PSF
COMPRESSION 1?6" PSF
TOTAL LOAD 373 PSF
DEAD LOAD 10 PSF
LIVE LOAD 363 PSF
SARI GDER 2X12 DEFLECTION 1442 PSF
BENDING 988 PSF
SHEAR 600 PSF
Vs1t pCNqit:l'
2200
PST
TOTAL LOAD 600 PSF
DEAD LOAD 10 PSF
LIVE LOAD 590 PSF
Code Compliance and Informational Sheet for Peiit Use
Queensbury Dept. of Community
Project for: Ja- BP 2 -
Applicant Name: J 9 T's i 46-14-hke zemte
�►
Tax Map No. 3O1. Ig-- S APPROVED
Lot# House # lS MC-FC,1\/15-4.14/— 'ppiication
road, street
Lot Size: I.P� ' ' . 0 2008
Mobile Home Park:
Zoning Administrator
Business Plaza: TOWN Or 4UE[NSEURY
Planned Unit Dev.
Subdivision: hale/Section
Effective Year Zoning Designation
Zoning Ordinance
Prior to 1967, July 10 Subject to current setback requirements at time of development.
Section 179-20-10,B
Subsequent to Development of lots within subdivisions subsequent to July 10, 1967
July 10, 1967 shall use the setback requirements in place at the time of the
approval of the subdivision.
1967
1982,June 11
1988,September 19
,Corner lot rule Prior to Nov. 23, 1992 a proved subdivisions* (see note on back of form)
V 2002,April 9 -; -
Road Name Setbacks Existing Required Proposed Difference
Front 1 36 1 �r
Front 2 `.
Side 1 &ask:36 D.k I (o i
Side 2 1OF 3 co tl
Rear 1 �f.
Rear 2 t _Jk
Shoreline
Travel
Cooridor •14,-ert; S
Overlay Zone /f 1
Buffer
Yes No
meets depth,width,&square footage requirements
preexisting,nonconforming lot with proper setbacks
required frontage on public road
has required off-street parking
permeable area is adequate (Requirement is %)
building does not exceed maximum height (Max. ft.)
Is lot in a Flood Zone?
Floor Area Ratio worksheet required?Zone: WR-1A
— —
Town of Queensbury
Code Compliance and Informational Sheet for Permit Use -
Queensbury Dept. of Community Development
40.
H
0
*Corner Lot Information for Subdivisions Approved Prior to November 23, 1992
Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted
until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved
subdivisions have one (1)front yard,two (2) side yards,and one(1) rear yard setback.
Review Type File No. Action Resolution Date
Zoning Board of Appeals
Planning Board _ a t_leN
Town Board
Check List Yes No
_Recreation Fee Paid
Engineering Fee Paid
Site Plan Maps on File
Subdivision Mylar Signed and
Filed with County
Application appears to conform to the requirements of Section(s) of the local
Town Code:
Application requires additional review for the following:
Zoning Board of Appeals
Planning Board
Town Board of Health
Town Board for Mobile Home Outside of a Mobile Home Park
Other
Revie . - • •y Staff Date Notes
Town of Queensbury