2002-608 1
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20020608 Date Issued: Wednesday, October 01,2003
This is to certify that work requested to be done as shown by Permit Number P20020608
has been completed.
Tax Map Number: 523400-290.062-0001-006-000-0000
Location: 21 OVERLOOK 'Dr
Owner: JOHN&MARIANNE CUNNINGHAM
Applicant: JOHN&MARIANNE CUNNINGHAM
This structure maybe occupied as a:
By Order of Town Board
Residential Alteration TOWN OP QUEENSBURY
Director of Building&Code Enforcement
TOWN OF QUEENSB.URY
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20020608 Application Number. A20020608
Tax Map No: 523400-290-062-0001-006-000-0000
Permission is hereby granted to:
For property located at: 21 OVERLOOK 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&MAIZIANNE CUNNINGHA Residential Alteration 4,000.00
21 OVERLOOK Dr Total value 4,000.00
QUEENSBUR.Y,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
BP 2002-608 John and Marianne Cunningham
Deck alteration of stairs and reconfiguation of deck previously applied for as per plot plan and
specifications. See file BP 2001-098 Townhouse which includes a deck.
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 18,2003
(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 Town o Quee u , hu da J . 18, 2002
SIGNED BY for the Town of Queensbury
Director of Building&Code Enforcement
TOWN- OF gUcENS[3URY / Fee' Pa i-d
y --` BU,ILDING & CODES DEPARTMENT- � rI �.
APPLICATION FOR: PORCHES-
DECKS-DOCKS & BOATHOUS&/_ j Est.�Cost
C)vi1s 1_
A PERMIT MUST BE OBTAINED BEFORE [BEGINNING CONSTRUG.TIONR=-QPL- ASE ANSWER ALL bF THE FOLLOWING:
The undersigned hereby applies for a Building Permit to-do the, fbL1-lowing work'which-wi17 be
done in accordance with the description ,' plans and sl)ecificatio submitted, and such special
'conditions as may be indicated on the -pernri t. IWO SETS.. OF STRUCTURAL PLANS SHALL BE- SUBMI"I it
_—WITff THIS APPLICATION.
Owner" of Property:
P.O. Address .2 / dv,�,� �, ��� Phone -#
Property Location a I Q vet Tax Map #
Subdivi-sign Name (If applicable)
PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES:
Name: _' dssr�jarn � Address Phonell'S �`�
tv
BUILDING SPECIFICATIQNS:ft-
,,I ` �� �{L•s` �' �/ �
Type of work to be done: Porch Dec bock Boathouse (C r e one)
Size of Structure to be built q )(square footage
Foundation Material : width Thickness
Depth of Footing, below grade:
Size of Posts or Studs: yt" x- x _ 31/'. Long
Size of Floor Joists: ji x '� x 14' Span 8`
Decking or Flooring Material :
How will Porch or Deck be fastened to building? ,
If Roof.'W.ill Be Installed, Answer Following Questions:
Size of Pasts or Studs: _ x k Long
Roof Rafters: x Spacing Span
Roof Trusses (pre-engineered spacing): Span-
Type of Roof: Sloped Flat Shed. Other (Circle one)
Material of Roof:
n
ZONING INFORMATION:
TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached
htcreto, showing clearly any]ti st nctTy al,i—t,r�"(T;�r`,cls, whether existing or proposed and Indicate all set back ditterisions from property lines. Show location of water supply and
location and configuration of Septic disposal area.
Size of Property: ft. x ft.
Existing building(s) : Size ft. x ft.
Size ft. x ft.
Use of Existing building(s):
Proposed structure, distance from property line:
Front yard ft. Rear yard ft.
Side yards ft, and ft,
If on corner, setback from si e street: - ft,
DECLARATION
To the best of my knowledge and belief the statements contained in this application,
together wi"th the plans and specifications submitted, are a true and complete statement
of all proposed work,-to be clone on the described premises and that all provisions of the
Qui7ding Code, the 7_oning Ordinance; and all other laws pertaining to ttre proposed work
shall be complied with, whether sl.rectfied or not, and LhaC such work is authorized by the
owner.
DATE: SIGNATURE ^
0 er.' Own r Agency, Arc c o tractor . .
REVIEWED BY CODE ENFORCEMENT OFFICER, DATE ",lZ--S3GTtATURE
r r
Foundation Inspection Report
Office No. (51S)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: >�am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: -�i
NAME: t} al t PERMIT#: ®2—
LOCATION: Z ����o(� INSPECT ON: v
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
-Mofolithic 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 t
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (51S)761-8256 Date Inspection request received:. --
Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials..TZ
NAME: \ PERMIT#: na
LOCATION: c INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y :N N/A
Footings
Piers—Mm ,,
olithic Slab f" l ��`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
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
Bacicfill Approval
Plumbing Under Stab
PVC./Cast,/Copper
Foundation Insulation Interior/Exterior"
R-
Rough Grade 6 inch drop within 10 ft.
L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reporkdoc January 28,2003
Foundation Inspection Report
' Office No. (51-8)761-8256 Date Inspection reque e ei r
Queensbury Building&Code Enforcement Arrive: ` amlpm epart: �`� �ai /pin
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ,
NAME: PERMIT#: C (CDR
LOCATION: INSPECT ON:—
TYPE OF STRU
v
-; Comments
Y , N NIA i
F otings �
Piers
Monolithic Slab D
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 i
6 mil poly for wet areas under slab
Backfill Approval
7
Plumbing Under Slab
PVC/Cast/Copper ;.
Foundation Insulation Interior 1 Exterior
R a
Rough Grade 6 inch drop within 10 ft.
L-.\SueHemingwaylBuitding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
i
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CUT LIST m1f �
CVSTOMER THOMAS DECK
DATE 04 /0a REF T-D08317 � � Jut � � 20
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LABEL LENGTH 3C1l1;L6 LABEL LENGTH OF.VCLS
A ;,0=5t 14' L« Fay �(1 P ledger 2' 4 q/2' F45 SO
jO;SS I5' F45 RO O1edVer :>4'
C just C13� 1519, R cap 131 5 1t21"
D joist 15' 4 1/2' F45 RO R section 4'' i y3/4'
C jcTst 14' ( 45 RO S CCL
P
C 'osst , 7 3/4` C45 R45section' .S ;' D 3 4
v jo5t 4' 33 3/4' F45 Ras T Cap :3' FG SeE
H :eCgPr 1a' FO S45 T sectw 2'
1 ledger 4' 1 3/4" F45 S45 V Cap 3' 1/4' F22 S22
J :edger 12' 3' r S5 S45 U section 2' 4"
K ledger 4' 1 3/4' F45 S45 V cap 4' 3 3/4' r c2 S22
L ledger 2' 7 1/2" F45 S45 'r, seCt;w 3' 7 1/21' -
M IE�ciger- 2133 1/2' Fay S 4 5 W ca,p Y 1/4' C22 522
N ledget- 4' 3' 745 S45 W 56�ctrrn 2# 4"
l40ger 2131 ile F45 S45 x cap _ 6 I/2' Fee $0
TOWN QE QUEENSBURY BUILDING DEPARTMENT X sectxn y'
Base'd on out limited examination, TOWN OF QU S FAY
compliance with out comments shall
not be construed as Indicating the
plans and specifications are in ff ll BUILDING & �T
compliance with the code,
REVIEWED BY
40/flo'd •L09S6699TSiS 01 i _ 5T Zieikt
F^.f'"t. 19
213-0c. 1 t•�.S FR S4 .LUI ER NPL7H 518 399 568 r TO '7585408
7
PLAN VIEW
CUSTOMER -- TriOMAS DECK
DATE 04/19/02 REF 'I T006 a17
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LOAD AND SUPPORT: Your deck wii suppert a 46 PSF dive load. Posts have 36' below-grourw
post support,
BECK AND POST HEIGHT: Your selected a height of 60' from the top of deckinS to lavtl ground.
'f he top of the deck support posts will therefore be 61.26" above groWd lawn. Y 00 s44person
can provide irdormation for gritven or sloped ground.
JOISTS. Set joists an top of beams. if canter to center.
NOTE, Titre design may require knee bocce& and bridging between i0i0t5L Your materials fist DOES NOT include
theses items. The suggested design is not a finished building plan. You are responsible far
W meosvrerr►eatits being correct. For verifying tha9 the design (and any sutmt:tutions or r"o'difications
that you make) meets afl local bum cadet and requhmenty. 79 verify that the suggested design,
and any substitutions of modifications, is consistent with conditions of the construction site. .
review the design with your architect. Aieo consult yaw architect for proper.construction and use
of materialu in tine structure.
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Wall Panel
Flashing
Decking.As
Specified With
114" Spacing
, 2
M� space
QPe
Ralling Post -
Deck Joist 1Vo.c. 2
4x4 Post To Footings DE
2x 12 Headers -
Joist Hanger
Nailer Sarre As. Joist
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