2004-424 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. P20040424 Date Issued: Wednesday, September 29, 2004
This is to certify that work requested to be done as shown by Permit Number P20040424
has been completed.
Tax Map Number. 523400-308-010-0002-064-000-0000
Location: 14 ROSE Ln
Owner. NICHOLAS LOSITO JR
Applicant: NICHOLAS LOSITO JR
This structure maybe 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: P20040424 Application Number: A20040424
Tax Map No: 523400-308-010-0002-064-000-0000
Permission is hereby granted to: NTC;HOLAS LOSTTO JR
For property located at: 14 ROSE 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: NICHOLAS LOSITO JR
14 ROSE Ln Deck $3,000.00
Total Value $3,000.00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
LEE HORNTNG
NY 12804-0000
Plans&Specifications
2004-424
468 SQ FT DECK
$46.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, June 21, 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 o eensb n y, June 21, 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 No. '
inspection will be made until applicant has received a valid Fee Paid $
building permit. All applicants'spaces on this application must be Reviewed By:
completed and must appear on the application form.
PP �/�Gha l4 S ��S�,�aJ�1�/1 Owner: /a )4 S k 6 fir.
Applicant:
Address: Address: /1�' Afl-.
Phone#(01 )142- - Phone#(5-79-)712-
Email Address: Email Address:
P.�� JUIV 0 9 2004
Person Responsible.for Supervision of Work as Regards to Building Cod?b
_ BUILDING�MjV8,Lft4,,,U
Name Lee or r Address: Gfen� � ��s �
Property Location: Lpt Numb / House Number
7a, �a,
Subdivision Name: -)`a G Tax Map.Number:3�5�. id_
Estimated Market Value of Construction: $ ,�000
❑ Porch
Deck
❑ Dock p7�0-P x 18-�4 ��--
❑ Boathouse
❑ Other work(descnbe
�zt = 30
Size of structure to be buiiF4_ 8 square feet 5 ^ aG
Submit along with this application:
1. 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 anlc tliat 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:
LASueHemingway\Building.Permit.FORMS\Poreh.Porch.Permit.doc 8/13/02 revised per DH
sV, Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/p 1�e - -
art: tc a m
P
Date Inspection request received: 7 Inspector's Initials: 1
NAME: 0/ —4
PERMIT#: �/�-
LOCATION: DATE: -
TYPE OF STRUCTURE: (R
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
E 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 minitnum %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 Temp 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: / 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
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 S aces 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 or C 10 Temporary/Permanent]
L:\PamW\Building&Codes\Inspection FormslRes, Final Insp. form 2,docLast printed 2/12/04
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/pm Depart: -3 am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
i;
NAME: PERMIT#:
LOCATION: INSPECT ON: L,E: I
Q co`�
TYPE OF STRUCTUR
f
t
Y N lv/a COMMENTS
raming
'
s 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\I3uilding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
�� c✓�`s L
Foundation Inspection Report _ 7
Office No. (518) 761-8256 Date Inspection requ G
Queensbury Building&Code Enforcement Arrive: VHD an ' epart: ° a pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials e v.
NAME: � r� )-v S i Y. ZMIT#: �� --l Ll
LOCATION: _ I� _ INSPECT ON: _
TYPE OF STRUCTURE:
^ Comments
deck -
N/A
Fo 'ngs _
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.
U\SueHcmingway\Building.Codes.Inspection.PORMSToundation Inspection Report.doe January 28,2003
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BEAMI LAYOUT FOR LEVEL 3 CURTIS LUMBER CO. INC.
CUSTOMER -- LOSITO 460 BIG BAY RD
DATE 05/27/04 REF Deck04148 OUEENSBURY, N.Y.
518-792-8501
1, 7„
1' 3 1/4"
1' 4"
C
1, 4„
D
1' 4"
E
1' 4„
1' 4„
G ` 1' 4„
H
1' 4"
I
J
1' 4"
1' 4"
K {—
Y 4"
L �-
1' 9 3/4'
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 10 1/2" 0
B 10 1/2" 0
C 10 1/2" 0
D 10 1/2" 0
E 10 1/2' 0
F 10 1/2' 0
G 10 1/2" 0
H 10 1/2" 0
1 10 1/2" 0
J 10 1/2" 0
K 10 1/2" 0
L 10 1/2" 0
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
BEAM LAYOUT FOR `LEVEL 2 CURTIS LUMBER CO. INC.
CUSTOMER -- LOSITO 460 BIG BAY RD
DATE 05%27/04 REF ,Deck04148 L1�C� �f- UEENSBURY; N.Y.
4,t.Ab4j 8-792-8601
a
_A
9' 1/2,
I
FT
1' 11 1/2"
;7
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 8' 1 1/2" 2 7' 10"
B 24' 10 1/2" 4 8' .2 114".
Post spacing is measured_ center-to-center.
Depth of concre�foot�ers ---- 48 inches.
I
BEAM LAYOUT FOR LEVEL I CURTIS LUMBER CO: INC.
CUSTOMER -- LOSITO 460 BIG BAY RD
DATE 05/27/04 REF Deck04148 CUEENSBURY, N.Y.
518-78 2-8601
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 5' 5 114" 2 5' 1 3/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
. BILL OF -MATERIALS
CUSTOMER: LOSITO
E: 05/27/04 DESIGN: DECK04148 REF:
_ _._ESMAN #
UNAVAILABLE COMPONENTS
1X10S IN PT PINE NOT AVAILABLE FOR FASCIA (1 26 FOOT LENGTHS)
1X10S IN PT PINE NOT AVAILABLE FOR FASCIA (1 18 FOOT LENGTHS)
1X10S IN .PT PINE NOT AVAILABLE FOR FASCIA (1 7 FOOT LENGTHS)
1X10S IN PT PINE NOT AVAILABLE FOR FASCIA (2 25 FOOT LENGTHS)
1X10S IN PT PINE NOT AVAILABLE FOR FASCIA (2 17 FOOT LENGTHS)
1X10S IN PT PINE NOT AVAILABLE FOR FASCIA (1 12 FOOT LENGTHS)
1X10S IN PT PINE NOT AVAILABLE FOR FASCIA (2 8 FOOT LENGTHS)
1X10S IN PT PINE NOT AVAILABLE FOR FASCIA (1 6 FOOT LENGTHS)
------=--------------------------------------------------------------------
SUMMARY
----------------------=----------------------------------------------------
T.TTwBER MATERIALS $ 1640 . 76
ER MATERIALS $ 402 . 04
.L�lAL $ 2042 . 80
PRICE VALID TODAY ONLY.
-----------------=----------=-----------------------------------------------
---------------------------------------------------------------------------
WOOD TYPES USED IN DECK
---------------------------------------------------------------------------
DECK PLANKS PRESSURE—TREATED PINE
JOISTS PRESSURE—TREATED PINE
FASCIA PRESSURE—TREATED PINE
LEDGERS PRESSURE—TREATED PINE
BEAMS PRESSURE—TREATED PINE
GROUND POSTS PRESSURE—TREATED PINE
RAIL POSTS PRESSURE—TREATED PINE
RAIL CAPS PRESSURE—TREATED PINE
RAIL SPINDLES PRESSURE—TREATED PINE
'sR RAIL MEMBERS PRESSURE—TREATED .PINE
BILL OF MATERIALS --- LUMBER
CUSTOMER: LOSITO
E: 05/27/04 DESIGN: DECK04148 REF:
- E SMAN #
---------------------------------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE
--------------------------------------,,-i--- ------------------------------
DECKING 56,-0T .4-7'EA 5/4X6 10" PT PINE
5/4 X 6" 8 ' PT PINE'
DECKING 5612T 22 EA 5/4X6 12' PT PINE
-DECKING 5616T , EA 5/4X6 16' PT PINE
- -_
IL CA 2612T 1 EA 2X6 12' PT PINE
HORIZONTAL RAILS 2416T 1 EA 2X4 16' PT PINE
VERTICAL RAILS 224TB 22 EA 2X2 4 ' SQ BAL PT PINE
,,RAIL POST 4412T l EA 4X4X12 PT PINE
BEAMS �- 2108T EA 2X10 8 ' PT PINE
JOISTS 2810T 14 EA 2X8 10' PT PINE
JOISTS 2812T 6 EA 2X8 12' PT PINE
JOISTS 288T 15 EA 2X8 8 ' PT PINE
RIM BOARD 288T 10 EA 2X8 8 ' PT PINE
RIM BOARD 2812T 1 EA 2X8 12 ' PT PINE
RIM BOARD 2810T 7 EA 2X8 10' PT PINE
RIM BOARD 2816T 3 EA 2X8 16' PT PINE
rRnrJND POSTS 4412T 1 EA 4X4X12 PT PINE
TND POSTS 4410T 1 EA 4X4X10 PT PINE
------------------------------------------------------------------------
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MAP REFERENCE:
MAP ENTITLED "MAP OF A PROPOSED SUBDIVISION
MADE FOR HERALD SQUARE SUBDIVISION LAYOUT
AND UTILITY PLAN", DATED 5/29/96 LAST REVISED
10/2/96, PREPARED BY VANDUSEN do STEVES, LS.
FILED IN THE WARREN COUNTY CLERK"S OFFICE ON
DEC. 31, 1996 IN PLAT CABINET B, SLIDE 85,
bw LOT 136 MAP #185. Q T
� —
REc
�y EI VE p
cl ` s1'6 CNN n 9 200
OWjy
N
BU/tpOF�pNSBORY
•'00. w,�r
O _ I HEREBY CERTIFY TO:
1 KURTIS C. & AMY L. GLENN
2� HOME FUNDING, INC., IT'S SUCCESSORS AND/OR ASSIGNS.
3) FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YbRK
f/ THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD
F f SURVEY.
THIS SURVEY AND THE CERTIFICATIONS HEREON SHALL BE
�1t / VALID ONLY TO THE PARTY OR PARTIES HEREON NAMED AND
Q _ ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
LOT 137 �j� LOT 134 SUBSEQUENT OWNERS, OTHER THAN AS MAY BE OR
23,335 SQ.FT. Ooj' EXPRESSLY STATED HEREON.
G`
DAVID J.a.T.v. O DATE: NOVEMBER 24, 1998
O
198 LOT 10
MAP OF A SURVEY OF LOT 137 HERALD SQUARE
MADE FOR
- - LOT 138
z5,1 KUR TIS C. AMY L. GLENN
TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK
"UNAUTHORIZED ALTERATION OR .ADDITION TO A SURVEY DAVID J. BOLSTER
MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A LICENSED LAND SURVEYOR
VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE 342 MAIN STREET, HUDSON FALLS, NEW YORK 12839
NEW YORK STATE EDUCATION LAW'
"ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY DATE: NOVEMBER 24. 1998 SCALE: 1" = 30' N.Y.S. UC. NO. 49534
MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS
SEAL SHALL BE CONSIDERED TO 8E VALID TRUE COPIES." DWG. NO. 98157 B �j