2012-186 TOWN OF QUEENSBURY
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742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201
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Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20120186 Date Issued: Monday, May 21, 2012
This is to certify that work requested to be done as shown by Permit Number P20120186
has been completed.
Location: 21 CARLTON Dr
Tax Map Number: 523400-296-017-0001-025-000-0000
Owner: JOHN LEE
Applicant: JOHN LEE
This structure may be occupied as a:
Porch By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property
owner of the responsibility for compliance with Site Plan, Variance, or
other issues and conditions as a result of approvals by the Planning Board Director of Building&Code ' nforcent
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
ET 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120186 Application Number: A20120186
Tax Map No: 523400-296-017-0001-025-000-0000
Permission is hereby granted to: JOHN LEE
For property located at: 21 CARLTON Dr
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: JOHN LEE Porch $3,000.00
MALINDA NELSON Total Value $3,000.00
21 CARLTON Dr
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2012-186
New roof structure over existing patio 280 SF
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,April 30,2013
(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 Town o nsbury• Moo t 4 y,rApril 30,2012
SIGNED BY for the Town of Queensbury.
Director of Building&Co.e Enforcement
f
OFFICE USE ONLY ii / `try-s`.
TAX t•AAP •
•
�__ 1 _. - _. PERMIT NO. -- O , ' '
,l _ .._.. / _� ; APR 2 3. 2012 �
''
'FEES: PERT_ ipJ ll1
CREAT'IUN„_ _ ENG;NEERING___ _ ,
_. (If applicable)
I- TO N-GF: ..
Rt III.DING a CODES
PRINCIPAL STRUCTURE: APPLICATION FOR ZONING.APPROVAL & BUILDING
PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW
BEFORE ISSUANCE OF AAVVALID PERMIT FOR CONSTRUCTION.
APPLICANT/BUILDER: 72./910 �, fir)-S L/C. OWNER: rj- A,-i, Lee (e --)ve/
ADDRESS:,./6‘ Wt' ac,,,1771 - 4/ iJ (5?//(/ ADDRESS: 02 / Cie /- 73---- d7,L
PHONE NOS. _Clef-3�/-� o / 7J, PHONE NOS. of V..j Lf07 9
CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: PHONE:
LOCATION OF PROPERTY: ' < 1 6.1 )s-(7.41-., 1--Nif-e.._
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO
IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL:
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT z
APPLY TO YOUR z 0 ~
x O C3 w u_ co
PROJECT P t 00 OCf co co I- w
O w � U amu~ W Q a � U
Z < < TCO N0 OLLL F- IL n- 206
• SINGLE FAMILY 1
TWO-FAMILY
MULTI-FAMILY
(NO.of UNITS )
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL - . '�
ATTACHED G: ,
GARAGE(1,2,3) (),1,t fPj IS
OTHERV 6 ):D-Z--6(ere'\ "(0- r 5
, art P° U
� 4," ✓
IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:
ESTIMATED CONSTRUCTION COST:,,3DD?I, Q 0 FUEL TYPE:
HEAT TYPE: *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S):
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 4/0
IS THIS A HISTORIC SITE? /v 0
PROPOSED USE OF BUILDING OR ADDITION:
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?
ARE THERE EASEMENTS ON PROPERTY?
"Please complete a separate Application for"Fuel Burning Appliances&Chimneys' available in our office
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. I acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand
that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issua e of a certificate of occupancy.
Ihaverea a ,d'a• -e.to t�: .:ye-"/-
,400000.-
Signe ,----2
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes
or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
Permission is hereby granted to the above This application / proposed action described
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury.
Application:
BUILDING & CODES APPROVAL ZONING APPROVAL
DATE DATE
QUESTIONS? CALL 761-8256 OR EMAIL
codes(cqueensbury.net
Office Use Only _ •
VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
Operating Permit Issued: Yes No
Occupancy Type: Construction Classification:
Assembly Occupancy Limit: Special Conditions:
Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804
Framing / Firestopping Inspection R= • •rt
Office No. (518) 761-8256 Date Inspectio i • : •:ived:
Queensbury Building &Code Enforcement Arrive: _ ,�* $;part: lifirK ••
742 Bay Road, Queensbury, NY 12804 Inspector's In . .
NAME: ,S tjx1 L,6 l✓ •ERMIT#:
LOCATION: ` ezz, INSPECT ON:
TYPE OF STRUCTURE: e7) r79)( R n r
Y N N/A COMMENTS:
raming
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
Exterior Deck Bracing
Headroom 6 ft. 8 in. �=�\�v�,�
Notches 1 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 Botts 6 ft. or less on center ..
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 % 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,\Building&Codes Forms-CM/Building&CodesUnspection Fo msTraming Firestopping Inspection Report.doc Revised January 7,2008
(1r�anclat I -3
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request rete' ed:
Queensbury Building&Code Enforcement Arrive: l%z. via aepart: 22 3) a i/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: OASb PE i T#: / a - I & (,
LOCATION: , \ -4-o n Dr INSPECT ON: .5 -j'y-i a
TYPE OF STRUCTURE: Ha yt4- S---r t r�
Comments
Y N N/A �bi'. 3(/ l-3 (oCo �
Footings ,
, c
onolithic• ,1""
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 Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Page 1 of 1
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Allowable Deflection Of Structural Members
Structural Members
Allowable Deflection
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"-' ^' '-" — " —z "� r-•
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; Rafters.. Having slopes Greater Than 3:12
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LI1S30 *£
a .
Ge�leOteS: 1
S'. Cal .amr ;d numwn� vn u'tl W WI l'.i
With no Finished Ceilings Attached To Rafters
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1NM�
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Interior walls & Partitions
H/180
1
Design Criteria: 90 M.P.H. Windload
70 P.S.F. Ground Snow
Floors & Plastered Ceilings
L/360
54 P.S.F. Actual Snow
P.S.F. Floor Load
All Other Structural Members
L/24040
30 P.S.F. Sleeping &
Exterior Walls W/ Plaster Or Stucco Finish
H/360
4. Attic Areas
='
60 P.S.F. Roof (Live Load)
Exterior Walls -Wind Loads With Brittle Finish
L/240:'
r
100 P.S.F. Stairs
Exterior Walls -Wind Loads With Flexible Finish
J120
50 P.S.F. Garage
1
60 P.S.F. Decks
Over Framing (Piaov Back) Span Tables
2•
All Masonry Reinforced Per Code
Horizontal span
size/ spacing
Up To 9'-0"
2 x 6 @ 24" O.C.
3.
Trusses: Pre -Engineered Per Code & Sealed
O.C.
By Licensed Engineer
V-1" To 1 V- 5"
2 x 8@ 245"
11'- 6" To 13'- 11"
2 x 10 @ 24" O.C.
4.
All Ext. Door & Window Headers To Be 2- 2x10's
Unless Otherwise Noted On Floor Plan
14'- 0" To 16'- 0"
2 x 12 @ 24" O.C.
> -
5.
Provide 5/8" Type - "X" Drywall @ Garage Walls
Minimum Uniformly Distributed Live Load (PSF)
& Ceiling. Option Of 1/2" Type - "X" On Garage
Use
Live Load
Walls Not Common To House
Exterior Balconies
60
6.
Minimum Platforms @ Ext. Doors to Be
Decks
40
3'-0' X 3'-0" Clear W/ 4" Min. Stepdown
Passenger Vehicle Garages
50
" 7.
Main Stairs: Closed Risers W/ Total Rise
Attics without Storage
10
Risers @ 10.25" Treads
Attics With Storage
20
Basement Stairs to Be Closed Risers
Rooms Other Than Sleeping
40
8.
All Stairway Headroom To Be 6'-8" Finished
Sleeping Rooms
30
9.
-
All Stairwell Widths To Be T-0" Clear Finished
Stairs
40
10.
Railings & Guards To Be Installed per Code
Guardrails & Handrails
200
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4.
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