2004-200 TOWN OF QUEENSBURY
4W 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building & Codes (518) 761-8256 -
CERTIFICATE OF COMPLIANCE
Permit Number: P20040200 Date Issued: Wednesday, July 21, 2004
This is to certify that work requested to be done as shown by Permit Number P20040200
has been completed.
Tax Map Number: 523400-295-020-0001-004-017-0000
Location: 191 FARR Ln _
Owner: THOMAS & LISA HENDERSON
Applicant: THOMAS &LISA HENDERSON
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building S ode' c ent
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040200 Application Number: A20040200
Tax Map No: 523400-295-020-0001-004-017-0000
Permission is hereby granted to: THnMAS &1JSA HF,NDF,RSnN
For property located at: 191 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: THOMAS &LISA HENDERSON
191 FARR Ln Deck $4,000.00
QUEENSBURY, NY 12804-0000 Totai value $000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-200
408 SQ FT DECK
$40.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,April 23, 2005
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To Queens id y,April 23, 2004
SIGNED BY. for the Town of Queensbury.
Director of Building Code nforcement
Porch, Deck, Dock, or Boathouse Permit Application
Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. No Permit File N 0�
inspection will be made until applicant has received a valid Fee Paid
budding permit. All applicants'spaces on this application must be Reviewe
completed and must appear on the application form
Applicant:_I f1 a tti'lu5 F L l 5c: ,0 f 6(-"A Owner: 5 t.
Address: V q"i Cci v-v 1,k v,-k Address:
Wh—i knoLI
Phone#(5`8 ) 'ly'�-- o l-1 Phone#(_) -
Email Address: L la-c v.c r 1 e( i . Q--v-\ Email Address::
Person Responsible for Supervision of Work as Regards to Building Codes:
Name k O tm Address: 5 c vwe Phone *c, ,
Property Location: Lot Number: / House Number 1
Subdivision Name: ._!. N a 1 c..n jZ S 4 e. Tax Map Number: . .;2 9 5 ; j() j -L f, j-
Estimated Market Value of Construction:$ L4,U Uo
❑ Porch
Deck
❑ Dock
❑ Boathouse ° ®
a
❑ Other work(describe
Size of structure to be built LA 0% square feet Q R
owe! c� Y
Submit along with this application: F
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,are a 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: vim— Y ) 14 Date: 2CUI
ltX�. ���Yxxch4o�ti
L_\SueHemingtivay\Building.Permit.FORMS\Porch.Porch.Permit.doe 8113102 revised per DH
Residential Final Inspection
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/prrh part. 76-�am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: �yt� �gd� PERMIT#:
LOCATION: L DATE: O
TYPE OF STRUCTURE:
Co ments
Y N NIA
Chimney Ht./"B"Vent/Direct Vent Location yam-' p oK
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
Interior 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
Fumace/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/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 Xx
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 Occupancy)
Okay to issue Permanent C/O(Cert. Of Occupancy)
L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003
�A V
Framing /Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection r est r ceiv d: -3
Queensbury Building&Code Enforcement Arrive: am/pm D p an
742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi
NAME: PERMIT#:
LOCATION: {L INSPECT ON:
TYPE OF STRUCTURE: G
CL
Y N 'NIA COl�ITO�IENTS
ramin
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C. Q�
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 %z(w) 16 gauge(8) 16D nails each side R7
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 (�
. F 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
LASueHemingwaylBuilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
V�e
Framing /Firestopping Inspection Report.
Office No. (5-18) 761-8256 Date Inspection req ec ' ed:
Queensbury Building&Code Enforcement Arrive: a pm e a
742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: t
NAME: C' PERMIT#:
LOCATION: INSPECT ON: z ,y✓��
TYPE OF STRUCTURE:
Y N N/A COMMENTSFraming.
tuds/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 '/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 �OO
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping -V�D \
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
Ceilin /wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade v
5.0 sf grade
LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
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4/19/04 MON 09:46 FAX 5188845261 PCT STATE FARM IRJ002
'11
e ome Depot#6160
'820 RbUTE.9, QUEENSBURY, NY 12804
(518)798-8301
Sat Apr 1711:01:12 2004
The materials for this project will cost$2409.58
THOMAS HENDERSON
NEW DECK WITH CHANGES
9170
3D View
65
V.
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leading P«> 1
12-.4 Z(c Fr s d�cl wig. 8 Y 12 socond1 (eve l decy-
I�ad►r5 }n above ��o.,n� Poo k ( Po-i Perr,.l*v 46 Z01,4-I6i)
Ievs.e r��e 11S�ny So lb deck bbcks -or
W19/04 MON 09:46 FAX 5188845261 PCT STATE FARM 003
The Home Depot#0160
820 ROUTE 9, QUEENSBURY, NY 12804 ,
(618)798-M1
Sat Apr 1711:01:12 2004
The materials for this project will cost$2409.58
THOMAS HENDERSON
NEW DECK WITH CHANGES
9170
Deck Layout
r
r4
VY
00
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- � C�tlrb ok
io
A AO
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64/19/04 MON 09:47 FAX. 5188845261 PCT STATE FARM Q 004
The Home Depot#6160
820 ROUTE 9,QUEENSBURY, NY 12804
(518)79"M1
Sat Apr 17 11:01:12 2004
The materials for this project will cost$2409.58
THOMAS HENDERSON
NEW DECK WITH CHANGES
9170
Deck Dimensions for Deck 1
i
26'
l �
0
N N
e4
N
TDeck 1
Joist spading = 16 in. o.c.
Baluster Spacing _ 3 3/4"
Toe Spacing = 3 3/4"
Railing H'sight = 36"
04�/19/04 MON 09:4-7 FAX 5188845261 PCT STATE FARM Q005
`. The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)•798-8301
Sat Apr 1711:01.12 2004
The rmterials for this project will cost$2409.58
THOMAS HENDERSON
NEW DECK WITH CHANGES
9'170
Post Layout for Deck 1
:a o,
n N �
m
t�[
er
1 v 9n12
6 ■ 61
t
i •
I F
a--� 01
3"
Deck I; -II
EN
71 ❑9,
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0?V19/04 MON 09:47 FAX 5188845261 PCT STATE FARM 1@ 006
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(618)798-8301
Sat Apr 1711:01:35 2004
THOMAS HENDERSON
NEW DECK WITH CHANGES
9170
Construction Specifications
deck 1:
Construction Method=Beam Flush With Joist
Footing Type=Pier
Live Load=60
Dead Load =10
Decking Spacing=01/8"
Joist Spacing=16"
Beam Spacing =104"
Post Spacing=691/4"
D =5/4X6 Prem. Preserve Southern Pine Standard
'-Beams=2 _26 ACQ Southern Pine No. 1
Ioists=2X6 25 ACQ Southern Pine No. 1
Frosts= 4 ACQ Southern Pine No.2
Deck Height=36"
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 Beam Size=none
Pref Post Size=none
Stair 1:
Step Width=60"
Step Height=34 3/4"
Step Rise=5 9/16"
Step Run=11"
Stringers=2X12 ACQ Southern Pine No.2
Risers=5/4X6 Prem.Preserve Southern Pine Standard
Treads 5/4X6 Prem.Preserve Southern Pine Standard
Railing 5:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing I.-
Railing Height=36"
Baluster Spacing=3 314"
Stair 5:
Step Width=36"
Step Height=34 3/4"
Step Rise=5 9/16"
Step Run=11"
Stringers 2X12 ACQ Southern Pine No.2
Risers=5/4X6 Prem.Preserve Southern Pirie Standard
Treads=5/4X6 Prem. Preserve Southern Pine Standard
Railing 10:
01,/19/04 MON 09:47 FAX 5188845261 PCT STATE FARM 0 007
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 9:
Railing Height;--36"
Baluster Spacing=3 3/4"
OS/19/04 MON 09:50 FAX 5188845261 PCT STATE FARM �1001
The Horne Depot#6160
820 ROUTE 9,QUEENSBURY, NY 12804
(518)798-8301
Sat Apr 1711:01:12 2004
The materials for this project will cost$2409.58
THOMAS HENDERSON
NEW DECK WITH CHANGES
9170
Deck Dimensions for Deck 2
i
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s
12'
io
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'cam N
Deck 2
2'-2' 6' 3'-2' 6 2'
i
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!
Joist Spacing = 16 in. o.c. !
Baluster Spacing = 3 3/411
Toe Spacing = 3 3/4"
Railing Height = 36"
04-'19/04 MON 09:50 FAX. 5188845261 PCT STATE FARES 10002
°.The H®me Depot#6160
�820 ROUTE 9,OUEENSBURY, NY 12804
(518)798-8301
Sat Apr 1711:01:12 2004
The materials for this project will cost$2409.58
THOMAS HENDERSON
NEW DECK WITH CHANGES
9170
Post Layout for Deck 2
i
i
i
7 r 9n _. 7 r 91r
4' '
21 2 n
O
5„3 � nrJ.v
ePoint - 22 -- Deck
...21 .. .
I
I
I
04/19/04 MON 09:50 FAX 5188845261 PCT STATE FARM �1003
h
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)70M301
Sat Apr 1711:01:66 2004
THOMAS HENDERSON
NEW DECK WITH CHANGES
9170
Construction Specifications
deck 2:
Construction Method =Beam Flush With Joist
Footing Type=Pier
Live Load =60
Dead Load=10
Decking.Spacing=W
Joist Spacing= 16"
Beam Spacing=144 3/32"
Post Spacing=45114"
De�k'�a/=_5L4XB Prem. Preserve Southern Pine Standard
ams—2W.25 ACQ Southem Pine No. 1
[Joists=2)M25 ACQ Southern Pine No. 1
oP-sts-=4X4- ACQ Southern Pine No.2
Deck Height=48"
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 See=NONE
Pref Beam Size=NONE
Pref Post Size=NONE
Railing 7:
Railing Height=36"
Baluster Spacing=3 3/4"
Stair 3:
Step Width=37"
Step Height=10 3/4"
Step Rise=4 314"
Step Run=11"
Stringers =DS7X11 Precut Stringer ACQ
Risers=5/4X6 Prem. Preserve Southern Pine Standard
Treads=5/4X6 Prem.Preserve Southern Pine Standard
Railing 11:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 2:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 8:
Railing Height=36"
Baluster Spacing=3 3/4"