2000-291 TOWN OFOUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building_& Codes,(518)761-82516
CEa , IFIC E OF CO PLDT AT M IA-N
Permit Number: 2000291 Date Issued: Friday,June'151'.2001
This is to certify that work requested to be done as shown by Permit Number 2000291
has been completed, _
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Tax Map Number:' 523400.074-000=0002.063-000-0000
Location: 28 LEBLAND' Dr
Owner:. JOSEPH&ELIZABETH MC GINNIS
Applicant: MC GINNIS,JOSEPH&ELIZABETH y
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building&Code Enforcement
BUILDING PERMIT
Town of Queensbury, 742 Bay Road, Queensbury,NY 12804
County of Warren (518) 761-8256
VALUE $ 2300 Building Permit No. 2000291
TAX MAP NO. 74 . -2-63
Permission is hereby granted to MC GINNIS, JOSEPH & ELIZABETH
Owner of property located at 28 LEHLAND DR.
in the Town of Queensbury,to construct or place a DECK
at the above location in accordance to 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.
Owner's Address:
ELIZABETH 28 LEHLAND DR.
. QUEENSBURY, NY 12804
Contractor or Builder's Name:
MC GINNIS, JOSEPH
Contractor or Builder's Address:
Electrical Inspection Agency:
Type of Construction:
DECK
Plans and Spegifications:
400 SQ FT DECK AS PER PLOT. PLAN SPECIFICATIONS
Proposed Use:
DECK
32 May 10 200.2 .
PERMIT FEE PAID-THIS PERMIT EXPIRES
(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 Queensbury thip 10 Day of May 2000
SIGNED BY for the Town of Queensbury
CoM-11�nfbicement Officer
TONN OF QUEENSBURY �VED I'ee I'tt I•d
• BUILDING & CODES DEPARTMEN•1.
APPLICATION FOR: ItUItCIIi 5-ULCKS, MAYI'erltti I 1! G
�
DOCKS & UOATt18USES �� l fit. Cost _
A PERMIT MUST till UD'PJIINL"U Utit Ultk UZ;GINNING coNs'rizt3 WitiO 01JEERISB(It�►Y 3OD
.f(�¢Jl +� laLlt ALL UI: 111L I-'UI_ t�/INc::
The undersigned botchy applies for 11 13u'11 tlinf/ hel-ltrt 1. to do the Fol l owi ml work which will bee
done in accordance with the description , plans and specifications suhnrltCcd, and sur.lt stntc:;ai
conditions as may be ind tea red on .(;Ile pet ari t:. IWU :;ET:; OF S11MCIM(Al. Pi_AN:; ::ii/1LL Ill' Stlilhll'f 11"D
WI'filAI'NI_ICA'1'ION_ _
Owner of Property:
Address �e ,g,��Q y1, C uee.��s_�c� y 1t�Y, Jc2�ld1( Phone #
Property location Tax MaIY 11 � �
Subdivision Name (If applicable) —
PERSON I01"ONSIBLE i 0k SUPERVISION 01: WORK AS REGARDS TO BUILDING CODES
Name: I�oSe �j /% �.� .5 Address ;;2e 1 ,
C)2 ! IlullLl! ��l--9s"g
BUILDING SPECIFICAT
.
h �
.• Type of work to bb done: Porc Dock Uoc Uoat."I4:fus Circle vile)
Size of Structure to be built (squa otaye) :
Foundation Material : Width Thi kness
Depth of Footing. below Ut•acie:l �q �cF{"
Size or Posts or Studs: '
x x cf� LonU
Size of Floor Hoists: x x �' Span
Decking or Flooring Material : S
HOW will Porch or Deck be fastened to building?
If hoof Will Be Installed, Answer Following ouestions:
Si ze—o-f11osost,•Ls or Studs: x x Long
Roof Rafters: — ----_- -- — — `~ —
Spacing_
Roof Trusses (pre-engi nee red--spacii/g-}:._ Span
Type of hoof; _-.-- 5"loped Fiat Sled OLiie-r-, (Circle one)
MaLOi"ittl of hoot°:
ZONING INFORMATION:
TWO PLOT PLANS MUST 1131" i REPAIWO AND SUIlMi'iTE-1); drawn reasortab'ly to scale acid arLLar.lted
horot•ti. sshtiwiit4j c`lcar y utidit'ist litci7y iiI'"t`iii7`t liltrt�is. whot:hor c.xtr:tin'j tit- prol,o!;ml au,!
indicate all setback dimensions rrotll property 1 frees. Show lucaLion of I-mLer supply anct
location and configuration of septic disposal iWea.
/ . I
Size of Property: f q� ft. x > 41s ft.
Existing building(s) : Size 4V ft. x -26 ft.
Size ft. x ft.
Use of Existing building(s) : DiQG#4
proposed structure, ti stance from property lint :
Front yard 13 `7 ft. hear yard
Side yards 130 ft. and l3 .D -fL.
If oil corner, setback from side street: Ft.
DECLARATION
To the best of my knowlodge and belies` the Stateallertts cooLainod In this .apl,licaLivn,
CocJothor wi th tho plans and sl7aci l'icn tion. sul,ai L•t n,d, aro a LI-tla and compl rs Ltr- s to Lctotcrr L
oi° ali proposed work to be done on Lhe described premises and that all Irrovisions of Lite
Uuildittq. Code, the 7_ortinr/ Ordinance, and all other laws pertairtirt�, Lo Life-- proposed work
shall bu couryrTied with. ivltether specs_.°icd or not. fired Lhat such work i ^ auLltor'Ixecl by Lie(!
DATE: - 4 SIGNATURE J
I1 r, Uwtler s Agen , nr ct oil tractor
REVIEWED BY CODE ENFORC[MENT OFFICER, DATE SIGNATORE
f
GENERAL INSPECTION REPORT
(518 ) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:Jl�
Building&Code Enforcement
742 Bay Road
Queensbury,NY 12804. Arrive I Dep
art w95;?Xrrl in
Inspector's Initi
NAME: PERMIT#
LOCATION: L- ' DATE:
TYPE OF STRUCT`UW-
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from ftTezing
for 48 hours folio ig the placement
of the concrete. 7
Materials for this purpose on site,
Foundatiorv`Wallpour � T
Reinforcement in Place. 11
Foundation/Dampproofilig I
Backftll Approval1 7
Plumbing Und6rSlab
Plumbing VentfVen—t-g-irrFlace
Rough Plumbing
Heating Rough-In
Insulation
Foundation Walls Interior\R
Foundation Walls Exterior
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
ranting
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2, 3,hour
Penetration Sealed
Fire Wall 2, 3,4 hour
Firestopping_
RESIDENTIAL FINAL INSPECTION REPORT
Office No.(518)761-8256 Date inspection request received:
Building&Code Enforcement `
Dept.of Community Development Arrive am/pm Depart L
Town of Queensbury Inspector's Initials
742 Bay Road
Queensbury,New York,12804
NAME � PERMIT
LOCATION _ DATE
TYPE OF STRUC
N/A YES NO COAEVIENTS
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
Plumb Vent through roof
Roof Complete
Exterior Finish Complete
Interior/Exterior Railings 30"to 36"
Exterior Handrails,balconies,lan ' g 1$ or more
Interior Handrails stairs both sides or in re risers
Grade 2%away from foundation
8"clearance to sill plate
Gas Valve shut-off exposed/regul or 1�"above grade
Gas Furnace shut offwithin 30 fe or thin line of site
Oil Furnace shut-off at entrance t ace area
FurnacetBot Water Heater opera g
Relief Valve(s)installed
Headroom,6 ft.6'' .on stairs
Basement stairs,6 4 in.
Handrail exterior stairs oth sid s more than 3 risers
Interior privacy/trim/doors/main or
36"
Floor Finish
BathrooniXitchen watertight
Interior Handrails Balconies lLan ' 18 in.or more
Railing across window in stairwe s
Smoke Detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing IS"or less from floor
Final Electrical
Site Plan/Variance required
Final Survey Plot Plan
As Built Septic System layout required
Okay to issue C/C(Certif.of Compliance)
Okay to issue temp.C/O(Certif.of Occupancy)_
Okay to issue permanent C/O(Certif.of Occupancy)
GENERAL INSFECTICIN REPORT
(518)761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building&Code]Enforcement /
742 Bay Road ` r
Queensbury,NY 12804. Arrive am/pm Depart a l� amlpm
,l
Inspector's Initials
NAIVE: Ne Cal` h ``S PERMIT# e
LOCATION: DATE
TYPE OF STRUCTURE:
RECHECK
N/ NO COS
/Piers
onolithi our Form
��
Reinforcement in Place
The contractor is responsible for
providing protection from freezi g
for 48 hours following the place ent
of the concrete.
Materials for this purpose on site
Foundation/Waltpaur
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing
Heating Rough-In
Insulation
Found/Vent
terior R
Foundte 'or R-
FloorsR
WallsR
CeilinR
Duct wm
unhR
Proper Ve
Framing
JackAuds/Headers
BracingBridging _
Joist Hangers_
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2, 3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
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MAY ° ,6 2000
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CUSTOM VIEW
CUSTOMER -- GENERIC CUSTOMER
DATE 05/08/00 REF D"eck00120
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CURTIS LUMBER
460 BIG BAY RD
OUEENSBURY, NEW YORK
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BEAM LAYOUT CURTIS LUMBER
CUSTOMER -- GENERIC CUSTOMER 460 BIG BAY RD
DATE 06/08/00 REF Deck00129 QUEENSBURY, NEW YORK
(518)792-8601
.hqlrlv
7 yf (0
5' 10 112'
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3' 6 112' B
I' ll 112'
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 6' 411 3 4 1/2"
8 6' 4 1/2" 2 52
5' 5 1/2" 2 .51 211
D 161 111 3 7' M 1/2"
E 22' 9 1/2" 4 71 6'1
Post spacing is measured center-to-center.
Depth ®f concrete footers --- 48 inches.
PLAN VIEW CURTIS LUMBER
CUSTOMER -- GENERIC CUSTOMER 460 BIG BAY RD
DATE 05/08/00 REF Deck00129 QUEENSBURY, NEW YORK
(518)7192-8601
31'
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LOAD AND SUPPORT: Your deck will support a 61 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 30" from the top of decking to level ground.
The top of the deck support posts will therefore be 21,25" 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 a'rchitect. 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.
,•'e h 3D View o' f Your Deck
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The deck is designed for a 60 PSF live load,
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The deck is designed for a 60 PSF live load,
Top View of Your Deck
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LEHLAND DRIVE
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p 142.00 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED
m N85'41'20 W FROM AN ACTUAL FIELD SURVEY.
t THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS
FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR
BEHALF TO THE TITLE COMPANY, GOVERNMENTAL.AGENCY
AND LENDING INSTITUTION LISTED HEREON.
CERTInCATIOINSTITUTIONS NS ARE NOT OR SUBSEQUENT OWNERS.
TO ADDITIONAL
.
CERTIFIED TO:Joseph P. R Elizabeth A. McGinnis
Home Funding.Wero,Inc.. Its auccessom
ajO
l! Chkago-�! a rt�p Company
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q CERTIFIED BY
c, QLLS NYS 50135
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DATED:Decanter 7. WD
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