2005-533 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLI-ANCE
Permit Number: P20050533 Date Issued: Friday, October 21, 2005
This is to certify that work requested to be done as shown by Permit Number P20050533
has been completed.
Tax Map Number: 523400-295-020-0001-004-018-0000
Location: 187 FARR Ln
Owner: JOHN & HEATHER MONROE JR
Applicant: JOHN & HEATHER MONROE JR
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
4 Issuance of this Certificate of Compliance 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 Director of Building&Code Enforcement
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: P20050533 Application Number: A20050533
'Fax Map No: 523400-295-020-0001-004-018-0000
Permission is hereby granted to: JOB& HFATHRR MOT, R0-F TR
For property located at: 187 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: JOHN&HEATHER MONROE JR
Deck
187 FARR Ln
Total Value
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
A20050533
400 SQ FT DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, July 19, 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 Town of Queens-bury; Tuesday, July 19, 2005
SIGNED BY for the Town of Queensbury.
hector of Builds &CA Enforcement
Permit No,
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paldd
742 Bay Road,Queensbury,NY 12804
Dave Hatin,Director codes@aueensbury.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 1Pi) ),r1p Ir *A'h i%�,,' ti-f Owner. C�" 1i
Address: '� r-o ,1L LA- Address: 9
TA
Home Phone: 791A _3 `i�l Home Phone:
Email Address: Email Address:
Cell Phone: _ �'� "_ 1ti5`1 Cell Phone:
FAX Phone: FAX Phone: = =a
Person responsible for supervision of work with respect to building and codes compliance: IJI f 1[10
Name: ` �/�-� , V/ TOWN
Address: P iLlf ',t: fGD
Location of proposed construction: Lot No. Legal Address: J KI ; LI
Tax Map Number: ( .J ` �— , bdivision Name: <l '�' ��
Estimated Cost of Construction: $ ?) i b Q
Does an accessory structure currently exist on the property? _Yes / No
If YES, list all existing accessory structures:
Proposed Construction V floor end floor Total Proposed Height
sq.ft. sq.ft. Sq.ft. ft.&in.
Open Porch
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 orch is considered an enclosed porch.
Deck G' (�G ' 11
Boathouse
Boathouse with sundeck
DOCK
Shed
Pole Barn
Detached Garage 1, 2, 3 car
Other Accessory Structure:
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 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 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 sury yor, drawn to scale, showing actual location of all new construction. .
Date: 1C-) Applicant/Builder Signature: l� C. -�.t� D. �G
The application of dated is hereby approved and.
permission granted for e construction, reconstruction or alteration of a building/and or accessory structure as set
forth above.
Date: lot 101Authorized Signature:
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 / Arrive: am/p D part: j� a3n/pm
Date Inspection request received: la oS Inspector's Initials: Z
NAME: 41 ro<- PERMIT#: (0
LOCATION: l 4r-/ DATE: 76 / p
TYPE OF STRUCTURE: G
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
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 %"
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
Fumace/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/1/4 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, 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/O Temporary/Permanent
L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
V 1 --
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request rec 'ved: v
Queensbury Building &Code Enforcement Arrive: am/ epa : pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ y
1 -
NAME: 0 -6lI— 11 PERMIT #: ` - a S 3
LOCATION: — /Is �r— ff -sue INSPECT ON:
00
TYPE OF STRUCTURE:
Comments
Y N N/A 1
Footings
Piers
on lab
m 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.
LASueHemingway\Buil ding.CodeslnspectionTORMS\Foundation Inspection Report.doc January 28,2003
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cud Plum Your Deck 11411111M
J U L
Deck Part Identification
Top Rail Cap Rail Baluster
Rail Post /
Decking
Joist
Tread
Riser
Bottom Rail
Beam
Post ,
Concrete Pier
Stringer : �y' - � f
36
�ANY)IPC
Baluster The vertical pieces of a railing spaced at regular intervals between post .
Beam A horizontal framing piece,which rests on posts and supports joists.
Decking The boards used to make the walking surface of a deck.
Joist A horizontal frame piece that supports the decking and spreads the weight over the beams.
Ledger A horizontal strip that connects the deck to the house.
Concrete Pier A vertical piece of concrete,used as a footing to support a post.
Post A vertical framing pied,used to support a beam or a joist.
Riser The board attached to the vertical cut surface of a stair stringer.
Stringer The diagonal board used to support treads and risers on a stairway.
Tread The horizontal surface of a stair, perpendicular to the riser.
Bottom Rail The lower horizontal piece that connects rag posts.
Top Rail The upper horizontal piece that connects rail posts.
Cap Rail The top horizontal trim on railing.
Rail Post The vertical posts connected to the deck framing,to which railing is secured.
r
Lowe's Deck Pro.icct Designer tile:///tmp/Iiro pnili2.htuil
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Specification Packet
3D Views
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Beam Layout
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l of 4 07/13/2005 1 1:1►8 AM
Lowe's Deck Protect Desiper file:///tinh/lirojpinli2.litml
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Beam Label Beam Length Post Count Post Spacing
A 19' 9" 4 6' 3 1/4"
B 19' 9" 4 6' 3 1/4"
C 19' 9" 4 6' 3 1/4"
D 13' 9" 3 6' 4 3/4"
Cut List: Level 1
r
e
F F F F L
GC:� G
H
IK
L L L L L L L L L
P
a
Label Name QTY Lenath Bevels Label Name QTY Lenath Bevels
A Facia 1 20' F45 S45 I Facia 1 6' 1 112"F45 S45
B Outer 1 4' 1 J Facia 1 15' 10" F45 S45
JoistC Header 1 19' 6" K Precut PT Top Choice Dimensional 2
Stringer
D Joist 10 14' L Joist 10 5' 6"
E Outer 1 5' 7 112" M Header 1 13' 6"
Joist
F Joist 4 15 4" N Outer Joist 1 ' 11
G Header 1 6' O Facia 1 14' F45 S45
H Outer 1 15' 7" P Facia 1 4' 3 1/2"F45 S45
Joist
I Facia 1 6' 1 112"F45 S45
Permit Information
rrTiT Load and Support
Your deck will support a 79 PSF live
load. Posts have 48" below ground
- - - support.
2 of 4 07/13/2005 11:08 AM
Lowe's Deck Project Designer file:///tnip/Pr(tlpn)li2.litnil
Deck and Post Height
You selected a height of 30" from the
top of the decking to the ground level.
The top of the deck support posts will
therefore be 21.25" above ground
e level.
Joists
Set joists on top of beams, 16.0"
center to center.
D
Disclamer: This quote is an estimate and is valid until Friday Jul 15,2005. Lowe's Price Guarantee is applicable to
individual material items only. Lowe's Price Guarantee does not apply to the total design package as a whole as quantities
within different designs may vary.
Warning:This may not be 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 architect, engineer and building
inspector.
Lowe's is a supplier of materials only. Lowe's does not engage in the practice of engineering, architecture,or general
contracting. Lowe's does not assume any responsibility for design, engineering,or construction;for quantities or sizing of
materials for a general or specific use;for quantities or sizing of materials;for the use or installation of materials;or for
compliance with any building code or standard of workmanship.
Handling Precautions for Pressure-Treated Wood
Disposal: Dispose of treated wood by ordinary trash collection.Treated wood should not be burned in open fires, stoves,
fireplaces, or residential boilers because toxic chemicals may be produced as part of the smoke and ashes. Treated wood
from commercial or industrial use(e.g., construction sites) must be disposed of in accordance with state and Federal
regulations,which may include burning only in commercial or industrial incinerators or boilers Always refer to information on
fastener packaging for use with pressure treated lumber.
Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing, sanding and
machining treated wood, wear a dust mask. Whenever possible,these operations should be performed outdoors to avoid
indoor accumulations of airborne sawdust from treated wood.(LoweA's in-store saws are equipped with a vacuum to
minimize airborne sawdust).
Protection: When power-sawing and machining,wear goggles to protect eyes from flying particles.
Clean Thoroughly: Wear gloves when working with the wood. After working with the wood,and before eating, drinking,
toileting,and use of tobacco products,wash exposed areas thoroughly.
Wash Separately: Because preservatives or sawdust may accumulate on clothes,they should be laundered before reuse.
Wash work clothes separately from other household clothing.
For Additional Information:
www.epa.gov-www.healthybuilding.net-www.ccasafetyinfo.com A-www.treatedwood.com Call: (800)282-0600 or
(800)356-AWPI
Stress Analysis
Component PSF
Joist Deflection 735
Joist Bending 150
Joist Shear 153
.Joist Compression 280
Beam Deflection 118
Beam Bending 118
Beam Shear 88
Bolt Shear 97
1 of 4 07/13/2005 11:08 AM
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MAP REFERENCE:
INDIAN RIDGE PUD
PHASE TWO
DATED AUGUST 27, 2001
BY VAN DU5EN + STEVES
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RECEIVED
QUEENSBURY SCHOOL I HEREBY CERTIFY THAT THIS MAP WAS PREPARED JUL 13 2p05
• 0 FROM AN ACTUAL FIELD SURVEY.
THIS CERTIFICATION SHALL RUN ONLY TO THE PER50N5 OWN OF 0UEENSS FOR WHOM THE SURVEY WAS PREPARED. AND ON THgEIk URY
51 BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENG`BUILDING AiVD CODE
AND LENDING INSTITUTION LISTED HEREON.
CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL
INSTITUTIONS OR SUBSEQUENT OWNERS.
CERTIFIED TO# JOHN F. MONROE. Jr. + HEATHER M. MONROE
WELLS FARGO BANK. N.A.. IT'S SMOE55ORS AND/OR ASSIGN5
CHICAGO, TIU INSURANCE COMPANY
CERTIFIEDN
MATTHEW C.=5TEVE5. LLS NY$ 50135 ( n
DATEDs DECEMBER."1"" 2003�
01.1-A / 1
ate M v 1'
�n DUS UALIMMM ALTEMAIM OR ADDITWM MA SIRt1EY
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"""BE"1tlN0A1C°'SEDt'AND'""'E1°""`"`"":Txo..OF sECT
U Map. Of a Survey made for Scale 1'=30'
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MEw YM STATE EDUCATION LAW.
S t e v e r ""`Y`� 'm`°�""'`� "'°�` HEATHER M. MONROE &
LM M WOM AN OWDWAL OFTI!LAW SAWban
sFx R M C TI 10 TO eE VALID TRUE aaFlEs• S- 1
'CEA IALL IONS NDDIRM MFAE011 LIDHIFY MAT
MIS SURVEY WAS PREPARED N ACCOIDANCE JIM THE
DUST Mc CODE a PRACTICE Fart LAW SURVEYp15 ADOPTED
Land Surveyors BYD���"h�" SI JO HN F. MONROE, Jr.
LME1 SURVEYORS.SAID CQ11f1CAl1aN8 SHALL RUN OILY
TO THE PERSON FOR WIM THE SURVEY IS PREPARED.AM
aM MIS EEHMF TO THE TITLE COMPANY,aOVE mmTAK
169 Haviland Road ueensbur New York 12804 '""°`�'°'"a'"s"n"'°"LISTED IIEnEON AIEI Town. of Queensbury, Warren County, New York
Q yP TOIIl A9:lIONGS Or TIl IDEIDN EISRMION.•
(518) 792-8474 New York Lie. No. 50135 MONROE
NO. DATE DESCRIPTION DWG. NO. IR-B