2004-368 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: P20040368 Date Issued: Tuesday, October 05, 2004
This is to certify that work requested to be done as shown by Permit Number P20040368
has been completed.
Tax Map Number: 523400-301-013-0001-068-000-0000
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Location: 11 MOHAWK Trl
Owner: MICHAEL & CAROL COFFEY
Applicant: MICHAEL & CAROL COFFEY
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040368 Application Number: A20040368
Tax Map No: 523400-301-013-0001-068-000-0000
Permission is hereby granted to: MTC',HAF,T,& C;AR01. C 0FFF,Y
For property located at: 11 MOHAWK Trl
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. Tie of Construction Value
Owner Address: MICHAEL& CAROL COFFEY
11 MOHAWK Trl Deck $2,200.00
Total Value $2,200.00
QUEENSBURY, NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
j.
Plans&Specifications
2004-368
384 sq ft DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, June 01, 2005
(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 of Que sb Tu s a June 01, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Cod e En orcement
4
Porch, Deck, Dock, or Boathouse Permit Application
Town of Queensbury—Dept of Community Development, 742 Bay Road,Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. No Permit File No.
inspection will be made until applicant has received a valid Fee Paid $ i
building permit. All applicants'spaces on this application must be Reviewed B
completed and must appear on the application form
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'! Applicant: ' _ o �• Ac4el'. �OFi� Owner:
N
T� 1Address:-Address: I �ti:-) K(-4�L i 1 Rio 4-wk
Pj ea s.s o,t.j /J V ►-LTto Qoo Lm� , A.r I-, So 5{
�o # Phone#(fir) -7 qr -� Phone#&J 74 -- 6�6Z
Email Address: ac P /9e 4. , OA Email Address:.
Person_ Responsible for Supervision of Work as Regards to Building Codes:
k 67b,3
W tii` '` Name �1/(i ��) e,,P,-F,i Address: IL Mn ,,vuT24�C_ Phoneme/b L
to40o S GZ U ee.JS�1.cj ...
T3z-� Property Location: Lot Number: iv i / House Number
Subdivision Name: `7-yA)es wa0 Tax Map Number: 301.
Estimated Market Value of Construction:$ R Zo o
❑ Porch
lac Deck
❑ Dock
❑ Boathouse .,
❑ Other work(describe
Size of structure to be,built 3is square feet 20()4
----- TOWN O(=OUEENSBURY
Submit along with this application: BUILDING AND CODE
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
- structure showing setback dimensions from all property lines. Show location of
water supply and location and configuration of septic disposal area.
--2.-- -Two sets-of structural drawings. Indicate size-of posts-or-studs,-floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed,indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof. sloped,flat,shed,or
other. Indicate the type of material being used for the roof.
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and
specifications submitted,area true and complete statement of all proposed work to be done on the
described premises and that all provisions of the.Building-Code,-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.
Applicant's signature: Date: LS o
Y IT
L:\.SueHemingwayTuilding.Pennit.FORMSTorch.Porch.Pennit.doc 8113/02 revised per DH ..
Residential Final Inspection —
Office No. (518) 761-8256 Date Inspection reque ecec ived: Cf'
Queensbury Building&Code Enforcement Arrive: a pm / D4a jpV
742 Bay Rd., Queensbuly,NY 12804 Inspector's Initial
NAME: (� P `HT#: c>2
LOCATION: l /7e r E:. , tout �G(�aQv�
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof
Roof Complete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in. or more
Exterior Finish Complete
Interior/Exterior Railings 34 in. to 38 in.
Platform at all exterior doors
�iior Handrails stairs 2 or more risers
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
8 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. 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
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing
Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor truss, draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3/4 hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents
Building No./Address visible from road
Final Electrical .
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification,if required
Okay to issue C/C(Cert. Of Compliance)
Okay to issue Temporary C/O(Cert. Of Occu anc )
Okay to issue Permanent C/O (Cert. Of Occupancy)
L:1SueHeniingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003
Framing /Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/� C�art: ) am/pm
742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: `�
NAME: Cf' C= PERMIT#:
LOCATION: k-cU�. .►A� INSPECT ON:
TYPE OF STRUCTURE:
l�
Y N N/A COMMENTS
Framing
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
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow 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 'I/2 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003
CA
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Foundation InspeciHon Report Aj
Office No. (518) 761-8256 Date In spe tion ei e .
Queensbury Building&Code Enforcement Arrive: �s. a Depart: pia m
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s / � .
NAME: . '� P IT#:
LOCATION: ) cwQ INSPECT ON: Z
TYPE OF STRUCTURE: S� -
Comments
i
x Y N N/A
otings
Piers
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 r
Foundation Dampproofmg
Foundation/Waterproofing
Type of Dampproofmg/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 t
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\,SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report Aft
Office No. (518) 761-8256 Date Inspection request received: '
Queensbury Building&Code Enforcement Arrive: am/p>�I nVepart: a amlpm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: `J `�
NAME: PERMIT#:
LOCATION: Y& INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
aming
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
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow 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 %2 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
LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection rtse' ed: ki
Queensbury Building&Code Enforcement Arrive: aDepart:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initial
NAME: P
LOCATION: INSPECT ON: :J(
TYPE OF STRUCTURE:
Comments
Y N N/A
ootings
Piers
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
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/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.
LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
CUSTOM VIEW Co � 'r /CUSTOMER --
DATE 05/26/04 REF Deck04146
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TOWN OF QUEENSBURY BUILDING DEFARTMEN1
F11.E COP Based on odr limited examination, -
Y compliance with our comments shall
not be construed as indicating the
plans and specifications are in full
Hance with the Building Codes
of N w York State. ��
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BUILDING ® �t
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REVIEWED BY °Z
DATE CURTIS LUMBER CO. INC.
460 BIG BAY RD
QUEENSBURY, N.Y.
518-792-8601
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CROSS SECTION
CUSTOMER --
DATE 05/25/04 REF Deck0414
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CURTIS LUMBER CO. INC.
460 BIG BAY RD
QUEENSBURY, N.Y.
518-792-8601
BEAM LAYOUT FOR LEVEL 2 CURTIS LUMBER CO. INC.
CUSTOMER -- 460 BIG BAY RD
DATE 05/25/04 REF Deck04146 QUEENSBURY, N-Y.
518-792-8601
A Icu
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 7' 10 1/2" 2 7' 7"
B 7' 10 1/2" 2 7' 7"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
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BEAM LAYOUT FOR LEVEL I a1460
CURTIS LUMBER CO. INC.
CUSTOMER -- BIG BAY RD
DATE 05/25/04 REF Deck04146 QUEENSBURY, N.Y.
518-792-8601
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14' 1/2"
1' 11 1/2"
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 10 1/2" 4 6' 6 114"
Post spacing is measured center-to-center.
�ubL.E PT z.Y,.I p gE;UA
Depth of concrete footers --- 48 inches. t-,>PllLkfl BourEi-�
{'T LA Y-LA P0-6T'S
�" C,C>c�cgcTE- VMS
LAW' SELO ex: C�QAa
STRESS ANALYSIS FOR LEVEL 2
CUSTOMER:
DATE: 05/25/04 DESIGN: DECK04146 REF: 04146125. ZIP
SALESMAN # 8402
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 2163 PSF
16IN BENDING 1275 PSF
SHEAR 624 PSF
COMPRESSION 538 PSF 538 PSF
BEAMS 2-2X10 DEFLECTION 357 PSF
BENDING 183 PSF
SHEAR 137 PSF
COMPRESSION 500 PSF 137 PSF .
BOLTS 1/2IN SHEAR 6690 PSF 6690 PSF
POSTS 4X4 STABILITY 1510 PSF 1510 PSF
-----------------------------------
TOTAL LOAD 137 PSF
DEAD LOAD 10 PSF
LIVE LOAD 127 PSF
-------------------------------------------------------
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STRESS ANALYSIS FOR LEVEL 1
CUSTOMER:
DATE: 05/25/04 DESIGN: DECK04146 REF: 04146125. ZIP
SALESMAN * 8402
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 84 PSF
16IN BENDING 86 PSF
SHEAR 103 PSF
COMPRESSION 140 PSF 84 PSF
BEAMS 2-2X10 DEFLECTION 255 PSF
BENDING 109 PSF
SHEAR 73 PSF
COMPRESSION 218 PSF 73 PSF
BOLTS 1/2IN SHEAR 1737 PSF 1737 PSF
POSTS 4X4 STABILITY 392 PSF 392 PSF
-----------------------------------
TOTAL LOAD 73 PSF
DEAD LOAD 10 PSF
LIVE LOAD 63 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 659 PSF
BENDING 417 PSF
SHEAR 241 PSF
COMPRESSION 867 PSF
-----------------------------------
TOTAL LOAD 241 PSF
DEAD LOAD 10 PSF
LIVE LOAD .231 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 659 PSF
BENDING 417 PSF
SHEAR 241 PSF
COMPRESSION 867 PSF
-----------------------------------
TOTAL LOAD 241 PSF
DEAD LOAD 10 PSF
LIVE LOAD 231 PSF
-------------------------------------------------------
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