2005-547 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
(zt Community Development- Building &Codes (518) 761-8256
CERTIFICATE (3.1rc COMPLIIA►NCE
Permit Number. P20050547 Date Issued: Monday, July 31, 2006
This is to certify that work requested to be done as shown by Permit Number P20050.547
has been completed.
Tax Map Number. 523400-295-016-0001-010-000-0000
Location: 137 FARR Ln
Owner. JEFFREY & MARYLEA RAYMOND
Applicant: JEFFREY & MARYLEA RAYMOND
This structure maybe 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, ��y(
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enfo emen
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: P20050547 Application Number: A20050547
Tax Map No: 523400-295-016-0001-010-000-0000
Permission is hereby granted to: TF.FFRFY&MARYI,F,A RAYMON )
For property located at: 137 FARR 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 Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: JEFFREY&MARYLEA RAYMON
137 FARR Ln Deck $2,000.00
Total Value $2,000.00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-547
229 SQ FT DECK
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, July 26, 2006
(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 eefW
a ay, July 26, 2005
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Wit j > i
- Permit No. �D �" 5��
Building&Codes Office-Department o^\ommunity Development-Town of Queensbury Fee Paid
742 Bay Road,Queensbury,NY 12804 _,
Dave Hatin,Director codes@a(jeensbury.net
Phone: (518) 761-8256 FAX: (518) 745-4437
Accessory Structure Building Permit Application
Application & Plans subject to review before issuance of a valid permit for construction.
Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck,
etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No.3
Instructions: A permit must be obtained before beginning construction. No inspections,will be made until the
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form.
Applicant/Builder Owner: geFr,- jz,1 e4q1WOA.0
Address: Address: L.3AWA
? LNy
Home Phone: Home Phone:
Email Address: Email Address:
Cell Phone: Cell Phone:
FAX Phone: FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: �L � le n20i(Il�
Address: -7 U� Ste(/ Phone
/2
Location of proposed construction: Lot No. Legal Address: 137 f/' / C'-'0� �3
Tax Map Number: sal ,
Subdivision Name:
Estimated Cost of Construction: REC"—,n ,r t
Does an accessory structure currently exist on the property? It' Yes / _No
JU1- 21105
If YES, list all existing accessory structures: TOWN OF QUP,;;,<-�-,!!Dv
Proposed Construction 1st floor 2^d floor ` � �� Height
sq.ff. sq.ff. sq.ft. t. .
Open Porch L!
Covered or Enclosed Porch
(considered floor area&must comply to FAR [Floor Area Ratio]
requirements if the structure is located in the Waterfront
Residential zone.
3-season porch is considered an enclosed porch. �V
Deck �'NC
Boathouse A1 A
Boathouse with sundeck
DOCK
Shed
Pole Barn
Detached Garage 1, 2, 3 car
Other Accessory Structure: Af
Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge.-the statements contained-in the application, together with theplans 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.
Date: -7 f 14TI a Applicant/Builder Signature:SLYA��,,
The application of dated is hereby approved and
permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set
forth above.
Date: _Z � Authorized Signaturei/'
L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Z ,,,� Arrive://) /)1� am/ am/pm
Date Inspection request received: _ 1/v Inspegfor`�s'In'if als:
NAME: N V t-eAAA PERMIT#: o S f(
LOCATION: DATE: -7Z2-j&
TYPE OF STRUCTURE:
Comments
Yes No N/A
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
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
Interior Handrails @ stairs 2 or more risers
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:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backUP:
Carbon Monoxide Detector
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,150 s .ft. vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
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 Valve(s)installed/Heat Trap/Water Tern 110
Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/a hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
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
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
Framing / Firestopping Inspection Report f
Office No. (518) 761-8256 Date Inspectionrequest received:
Queensbury Building&Code Enforcement Arrive: ��am/p epa am/pm
742 Bay Road, Queensbury,NY 12804 Inspect ';Initials:
NAME: ]C—r"F 4^;�{,pQ.J r`� PERMIT#:
LOCATION: /3;? INSPECT ON: Q�o
TYPE OF STRUCTURE:
Y N/A COMMENTS
Framing
Attic 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
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate I
1 `/z(w) 16 gauge 8) 16D nails each side I
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center I
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 Yz 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
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection r uest ivet{:
Queensbury Building&Code Enforcement Arrive: p Depart:
742 Bay Rd.,Queensbury,NY 12804 Inspector s Inid
NAME: ,�e e.� mant, le-0- k-'4 mil J PERMIT#: 2CCS: — J `1
LOCATION: INSPECT ON: -7�s .93
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
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
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 Fonns\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection reeSPECTON:
Queensbury Building &Code Enforcement Arrive: 7` viapart: ai� m.
742 Bay Rd., Queensbury,NY 12804 Inspector's Initial
NAME: A�> PQQ
LOCATION: _� � PARR L -r -
TYPE OF STRUCTURE: �S
Comments
Y N N/A
Footings
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.
T:!SueHenringway\I3uilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
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Depot#6160
01IQUEENSBURY, NY 12804 S S
5147M83
4FAM 11 12:07:59 2005
be materials for this project will cost$1395.16 RE -T F D
IEPOT HOMER
)ECK
8101
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"V:'1'our ccnnrnents shall
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TheHome Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
-(518)798-8301
Sat Jun 11 12:08:17 2005
DEPOT HOMER
DECK
2810'1
Construction Specifications
deck 2:
Construction Method=Beam Flush With Joist
Footing Type=In-Ground
Live Load=60
Dead Load = 10
Decking Spacing=01/8"
Joist Spacing=16"
Beam Spacing= 114"
Post Spacing=58 5/32"
Decking=5/4X6 ACQ Premium Southern Pine No.2
Beams=2X6 .25 ACQ Southern Pine No. 1
Joists=2X8 .25 ACQ Southern Pine No. 1
Posts=4X4 ACQ Southern Pine No. 2
Deck Height=22"
Diagonal Bracing=No
Deck Skirt=No
Joist Overhang=0"
Beam Overhang=0"
Decking Deflection Factor=360
Joist Deflection Factor=360
Beam Deflection Factor=360
Pref Decking Size=
Pref Joist Size=NONE
Pref Beare Size=NONE
Pref Post Size=NONE
Stair 1:
Step Width=36"
Step Height=22"
Step Rise=5 3/16"
Step Run 11"
Stringers =2X12 ACQ Southern Pine No. 2
Risers=5/4X6 ACQ Premium Southern Pine No.2
Treads =5/4X6 ACQ Premium Southern Pine No.2
F
The PIdme Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)798-8301
6/11/2005
DEPOT HOMER
DECK
28101
Materials for Deck:
Qty UOM SKU Use Description
3 EA 255457 Beam 2X6-16#1 SYP PT
2 EA 168768 Decking 5/4 X6-8FT THOMPSONIZED DECK PT
7 EA 168793 Decking 5/4 X6-12FT"THOMPSONIZED DECK PT
26 EA 159091 Decking 5/4X6-16 PREMIUM THOMPSONiZED PT
3 EA 167894 Decking 5/4X6-10 THOMPSONIZED DECK PT
22 EA 255618 .foist 2X8-10##1 SYP PT
9 EA 255523 Joist 2X8-8#1 SYP PT
3 EA 255677 Joist 2X8-16#1 SYP PT
1 EA 255677 Ledger 2X8-16#1 SYP PT
4 EA 258132 Post 4X4-12#2 PT
2 EA 155959 Stair Stringer 2X12-12#2 PT
2 EA 167894 Tread 5/4X6-10 THOMPSONIZED DECK PT
1 EA 168768 Tread 5/4 X6-8FT THOMPSONIZED DECK PT
56 EA 865858 2x8 Joist Hanger ZMAX 2X8 JOIST HANGER-JLQ 30OPCS
16 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8
16 EA 538892 Beam Nut HEX NUT GALV 1/2
16 EA 538981 Beare Washer FLAT CUT WASHER GALV 1/2
16 EA 169765 Concln-GroundFoot 80LB. CONCRETE MIX
3 EA 735003 fleck Screws Green GREEN 5LB 3 IN DECKMATE DECK SCRW
5 EA 439432 Flashing DECK LEDGER FLASHING BRN GALV 8FT
1 EA 336963 Footing Tube 10" 10IN X 48IN TUBE FOR CONCRETE
4 PK 462810 Hanger Nails 2x8 10D JOIST HANGER NAILS
2 EA 192708 Joist Framing Nails 16D 3-1/2"HOT GALV COMMON 5 LB
26 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 112
26 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6
1 EA 735002 Step Screw Green GREEN 51-13 21/21N DECKMATE DECK
SCRW
The total cost of in stock materials is$1395.16 plus tax.
This estimate was created on 6/11/2005 and is valid for 3 business days.
Parameters from UBC.cod parameter file.
Parameters used for Deck 2: 60 psf live load, 48 inch footing depth.
WARNING:
THIS IS NOT A FINAL DESIGN PLAN.VARIATIONS IN BUILDING CODES,SPECIFIC ARCHITECTURAL
CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE
FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE,AND STRUCTURAL SAFETY OF THIS
DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING
INSPECTOR.
THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM.
ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE
REASONABLE AND ACCURATE.
IMPORTANT: BEFORE INSTALLING MANUFACTURER SP€CIFIC PRODUCTS, REFER TO THE
MANUFACTURER' S INSTALLATION INSTRUCTIONS.
ie-Home Depot#6160
30 ROUTE 9, QUEENSBURY, NY 12804
18)79"301 "
at Jun 11 12:07:59 2005
ie materials for this project will cost$1395.16
EPOT HOMER
ECK
1101
Bck Layout
he Home Depot#6160
20 ROUTE 9, QUEENSSURY, NY 12804
A 8)798-8301
at Jun 11 12:07:59 2005
he materials for this project will cost$1395.16
SPOT HOMER
ECK
3101
ost Layout for Deck 2
LN
19'--;
iL- q9,19' 2"
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BasePoint; { _
'he Home Depot#6160
S ROUTE 9, QUEENSBURY, NY 12804
518)798-18301
;at Jun 11 12:07:59 2005
'he materials for this project will cost$1395.16
)EPOT HOMER
)ECK
18101
)eck Dimensions for Deck 2
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Deck 2;
_.. 10' 10".. - ---_ _.. _. 5' 7"-- - - - - -7'
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oist Spacing = 16 in. o.c.
aluster Spacing = 3 3/4"
Spacing
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and depending on lumber
Se a.rcn u,r S-t sizes, you may have to
modify the sizes slightly.. but I
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typical pressure treated
lumber sizes. The bench is
given as an 8 foot tong
Q .: :. bench, but it can be
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any lenght that suits you.
Below are the cutting dimensions:
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two sides, the 2 center legs have a shoulder cut only on one side. (note that l only
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314 1--2 314—►!
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314
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Mount the legs in the frame. Mail these in using 16 penny nails. Mail the comer legs
to the frame from two sides, and nail the 2 center legs in from three sides.
Cut the 3 leg bases from the W. Each base should be 16 1/2 inches long. Cut the
ends at a 45 degree angle.
Mount the bases to the legs. First drill a hole 1 inch in diameter, 1/2 inch deep.
Then drill a 318 inch hole through the base in the center of the 1 inch hole. Set the
base on the legs, and center the base on the legs, and mark the location of the hole
in leg. Remove the base and drill a 1/4 inch hole in the leg for the bolt.
Attach the bases to the legs with 3 inch long, 3/8" lag bolts. One bolt per leg is
sufficient.
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2 314"
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Before you mount the seat boards, your bench can have a more finished
appearance if you use a router to route a comer bead all the way around each
board. If you don't have a router, then use a block of wood with sand paper
wrapped around it to round over the edges.
Flip the base over upright, and attach the 3 seat boards of a long 514 boards. (You
can use 2x6s for the seat top, these should be routed to reduce the appearance of
their thickness). Attach the seat boards to the 2x4 frame underneath using 2 inch
screws or 12 penny galvanized ring nails.
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Now, flip the bench over upside down again, and attach the 1A apron boards to
the 2x4 frame all the way around. leer the ends by cuffing them at a 45 degree
angle. l gave you the sizes, in the cutting list above, but it helps to make these cuts
after measuring the actual dimensions, to assure a nice clean fit. Attach the apron
boards using 6 per any galvanized finish nails.
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frame 2 T g" 2x4
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6 15" 4x4
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Start by building the 2x4 frame that will support the top and the legs. This i
a simple box made of 2x4s. Cut 2 boards 7'9"each, and cut 6 boards 11 1
inches long. Use a 4x4 to gauge the distance between the two center boar
since the center legs will fit between these two. Nail them all together usin.
16 penny galvanized twist or ring nails.
(see figure below)
*--22 M"—+�.---22 318"—#i 31k t---22 30 1� 22 3/8"--
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Cut 6 legs 15 inches long from the 4x4s. The legs have shoulders cut on them. Cut
The shoulders 314"wide and 3117' deep. 1 ne 4 Winer legs have a shoulder cut on
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