2002-774 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
EllI ATE C � OF COMPLIANCE
Permit Number: P20020774 Date Issued: Thursday,Apra.22,2004
This is to certify that work requested to be done as shown by Permit Number .'P20020774
-has been.completed.
Tax Map Number: 523400-309-005-0001-014-000-0000
Location: 440 UPPER SHERMAN Ave
Owner: FRANK SEARS
Applicant: FRANK SEARS
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: P20020774 Application Number: A20020774
Tax Map No: 523400-309-005-0001-014-000-0000
Permission is hereby granted to: FRANK SF,ARS
For property located at: 440 UPPER SHERMAN Ave
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: FRANK.SEARS
Deck 5,000.00
KAREN NEEDHAM Total Value. 5,000.00
440 UPPER SHERMAN Ave 440
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2002-774
Construction of a 1,008 sq ft deck per plot plan and specifications.
$100.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,October 07,2003
(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 TqXzjLof Queen ury; o day, October 07,2002 {'
SIGNED BY the Town of Queensbury.
Director of Buildin VCo knforcement
1
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 construch.- '" .--N- - -1 * I I I 11�
, 9 N6fifiit File No. 77�
inspection will be made until applicant has received a�viWd' iF68=&id $
building permit. All applicants' spaces on this application st be
completed and must appear on the application form 9t P 1 2 21)fleviewed By:
%J OF QUEENSOU-W
Applicant: ?0
Address: -11.416 -3h ef" ,;14xl
Phone# Phone# (_)_-
Email Address: Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes:
NameLName q
A4) Address: 14-q(� 8 6WAahone
ez Cv
Property Location: Lot Number House Number4/V /
'Subdivision Name: U. Tax Map Number:
Estimated Market Value of Construction: $
Li Porch U111-"
X Deck
• Dock
• Boathouse
Li Other work(describe
Size of structure to be built 00&1 square feet
Submit along with this application:
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 signa Date: 2
L:\SueHemingway\Building.Perrnit.FORMS\Porch.Porch.Permitdoe 8/13/02 revised per DH
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/p epa am/pm 1
Date Inspection request received: Inspector's Initials:
NAME: �rv�J � SC= 'V . PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Y IN N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake 14 -
3 inch Plumb Vent through roof minimum 6" �—
Roof Complete/Exterior Finish Com lete
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
Enclosed Stairs Sheetrock Underside minimum %a"
Gypsum
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall
6 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 Valves installed/Heat Trap/Water Temp, 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safe glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level. / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
I Garage fireproofing/'/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24" access, I s .ft.-150 s . ft. vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final SurveyXIIpt Plan
As Built Septic . stem/Sewer Dept,Inspection Sticker
Flood Plain C rtifi ation, if required
Okay to issue LC/q or C/0 Temporary/ ermane j
L:\PamW\Building&Codesllnspection Forms final Insp.form 2:docLast printed 2/12/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/ptrttt art: gmtpm
Date Inspection request received: ` Inspector's Initials: `J Q
NAME: 1� (3'l� J PERMIT#: U\— ej
LOCATION: — p DATE: —
TYPE OF STRUCTURE: Syr
-
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location , 4; +
Fresh Air Intake '��
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at k, arches 36 in.or more
Exteri r Finish iNomplete
Interi -/Exterior Aailings 34 in.to 38 in.
Platfor al terior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum ''/2"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 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 Valves installed/Heat Trap/Water Tern 110
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: / Batterybackup:
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(iit.)In accessible area
Crawl Spaces 18"x 24"access, I s . ft.-150 s . ft,vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot PIan
As Built Septic Sys m/Sewer Dept.Ins e cker
Flood Plain Cqfficajion, if re uired
Oka to issue C/C r C/Ol Tern orar /Permanen ]
L:\PamW\Building&Codes\Insuection For \Res. inal Insv. form 2.docLast Printed 2/12/04
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CUSTOM VIEW
CUSTOMER -- GENERIC CUSTOMER
DATE 09/11/02 REF Dec k0 2254
ww
b
i
Se ,Ike 111 4' '� STORE NAME
123 STREET RD.
CITY, ST
(800) 555 1212
BEAM LAYOUT FOR LEVEL I STORE NAME
CUSTOMER -- GENERIC CUSTOMER 123 STREET RD.
DATE 09/11/02 REF Deck-02254 CITY, ST
(900) 555 1212
- - - - - - --- - - - -
4'.112'
13' 3 3/4'
11' 8 3/4'
56' 8 3/4'
13' 3 3/4'
�212�
1018,
5' 9 3/4' 10' 5 1/2'
1' 5 112'
I
°v N
M
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 16' 2 1/4" 3 718 3/4"
B 27' 10 1/2' 3 13' 9 1/2'
C 27' 10 1/2' 5 6' 10 3/4'
D 4' 1 1/2" 2 3' 10`
E 6' 6 1/20' 2 6' 3"
F 27' 10 1/2' 6 5' 6 1/4'
Z G 27' 10 1/2' 6 5' 6 1/4'
H 26' 6 1/2" 5 6' 6 3/4"
Post spacing is measured center-to-center.
Depth of concrete footers =-- 48 inches.
PLAN VIEW FOR LEVEL 2 STORE NAME
CUSTOMER -- GENERIC CUSTOMER 123 STREET RD.
DATE 09/11/02 REF Deck02254 CITY, ST
(800) 555 1212
U I
3'
LOAD AND SUPPORT: Your deck will support a 76 PSF live load. Posts have 48" below-ground
post support.
DECK AND. POST HEIGHT: You selected a height of 31" from the top of decking to level ground.
The top of the deck support posts will therefore be 22.25" above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 16" 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 (and 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.
PLAN VIEW FOR LEVEL 3 STORE NAME
CUSTOMER -- GENERIC CUSTOMER 123 STREET RD.
DATE 09/11/02 REF Deck02254 CITY, ST
(800) 555 1212
12,
in
S
LOAD AND SUPPORT: Your deck will support a 76 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 38' from the top of decking to level ground.
The top of the deck support posts will therefore be 29.25" above ground level. Your salesperson.
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 16" 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 (and 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.
PLAN VIEW FOR LEVEL 4 STORE NAME
CUSTOMER -- GENERIC CUSTOMER 123 STREET .RD.
DATE 09111/02 REF Deck02254 CITY, ST
(800) 555 1212
12'
it
LOAD AND SUPPORT: Your deck will support a 128 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST ,HEIGHT: You selected a height of 45" from the top of decking to level ground.
The top _of the deck support posts will therefore be 36.25" above ground level. Your, salesperson
can provide information,far uneven or sloped ground.
JOISTS: Set joists on top of beams, 16" 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 (and 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.
s
u
MAP REFERENCES:
MAP OF A SURVEY
OF THE LANDS OF
H. RUSSELL HARRIS
DATED: OCTOBER 17, 1958
BY. JOHN B. VAN DUSEN
MAP OF A SURVEY MADE FOR ~'� SHERMAN AVENUE
MARTIN V. LAVIN &
DANIEL E. MENDL
DATED: JULY 25, 1988
REVISED: AUGUST 23, 1988
BY: VAN DUSEN & STEVES
MAP_ OF SURVEY OF LANDS OF
ELIZABETH SCHERMERHORN
DATED: JULY 9, 1981
BY. W.J. ROURKE, ASSOCIATES
MAP OF SURVEY OF LANDS OF
RICHARD & PATRICIA ROGGE
DATED DECEMBER 27, 1988
UPDATED: AUGUST 24, 1989
BY: W.J. ROURKE, ASSOCIATES
AMENDED SUBDIVISION OF
LANDS NOW OR FORMERLY OF
GLENS FALLS HOME, INC.
DATED: FEBRUARY 17, 1995
BY: DAVID F. BARRASS
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Land Surveyors, LLC
169 Haviland Road Queenabury, New York 12804
(518) 792-8474 New York Lic. No. 50135
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Map of a Survey made for
FRANK SEARS
Town of Queensbury, Warren County, New York
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DESCRIPTION