2008-132 �I ► TOWN OF QUE E NSBURY
742 4w Bay Road,Queensbury,NY 12$4 5R42 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20080132 Date Issued: Friday, May 02, 2008
This is to certify that work requested to be done as shown by Permit Number P20080132
has been completed.
Tax Map Number. 523400-296-011-0001-015-000-0000
Location: 38 BROWNS Path
Owner ANDREW & CHERYL LEE HEINZ
Applicant: ANDREW& CHERYL LEE HEINZ
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the rrn. ay../P
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
Fos 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080132 Application Number. A20080132
Tax Map No: 523400-296-011-0001-015-000-0000
Permission is hereby granted to: ANDREW & CHERYL LEE HEINZ
For property located at: 38 BROWNS Path
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: ANDREW&CHERYL LEE HEINZ Deck $2,500.00
38 BROWNS Path Total Value $2,500.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
NORTH COUNTRY CUSTOM HOMES
9 HALL Rd
NY 12804-0000
Plans &Specifications
2008-132
400 SQ FT DECK
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,April 21,2009
(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 Tr7uee iluaZ ,April 21,2008
SIGNED BY \ for the Town of Queensbury.
Director of Building&Code Enforcement
OFFICE USE ONLY -- _d�Eo9
TAX MAP NOPERMIT NO. e rid •
) �i
FEE PAID BLDG. & CODES APPROVA t
ACCESSORY STRUCTURE BUIL ING PERMIT AP 1�
Use this application for any structure other than the Principal Structure (house)to include, but not limited to:
garage, shed,greenhouse, dock, deck, etc. Refer to informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.
OWNER: Andrew Heinz INSTALLER/BUILDER: North Country Custom Homes
ADDRESS: 38 Browns Path ADDRESS: 9 Hall Road
PHONE NOS. (518)480-3065 PHONE NOS. (518)668-4272
LOCATION OF PROPERTY: Browns Path 3rd on Right SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: Rear Upper Entrance
ESTIMATED COST OF CONSTRUCTION: $ 2,500 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? No
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Andrew Heinz PHONE: (518)480-3065
1ST FLOOR 2ND FLOOR TOTAL PROPOSED
PROPOSED CONSTRUCTION HEIGHT
SQ.FT. SQ.FT. SQ.FT.
FT.&IN.
OPEN PORCH
DECK 400 400 32"top decking
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN
THE WATERFRONT RESIDENTIAL ZONE.
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 surveyor, drawn to scale, QUESTIONS? CALL 761-8256 OR EMAIL
showing actual location of all new construction. codesagueensbury.net
I have read an• agree to the ove. VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensburv.net
Signed of cJiJ' : Dated: 4,1c-D
Name/Title(Printed) r/l)1& J
Vow Tou'n of Qw't'nsb1,iry - Comniiiuitlf Development Office 742 Bay Road, Qf,wenshift"tf, NY 12804
1 3 llirs
Queensbury Building & Code Enforcement - Reside tial Final Inspection
Office No. (518)761-8256 Arrive: am/pm De rt: - �� am/pm
Date Inspection request received: Inspector's Initials: /°1
NAME: -�! � '� PERMIT#: &d -/3Z_
LOCATION: ?5 ea, J , DATE: r-/- ') 1
TYPE OF STRUCTURE:
Comments:
Yes No WA_
4" Budding Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location •
Fresh Air Intake //I0 itspew
3 inch Plumbing Vent through roof minimum 6 inches `
Roof Complete/Exterior Finish Complete S ���it..Platform at all exterior doors
de h
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more /
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall o ra'Vt r Ire_"
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches .Bathroom/Kitchen watertightfr?"'Al\A- 5Z1Q ..-C'
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom: —V
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet 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 Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C l O(Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\lnspectlon Forms\Residential Final Inspection Form revised_100405.doc;Revised
January 7,2008
`
*
1 i
North Country Custom Homes
9 Hall Rd.
Queensbury,NY 12804
(518)668-4272 Office (518)824-5767 Fax
www.northcountrycustomhomes.com
Deck plans for a proposed 20' x 20' deck on the rear upper entrance to:
Andrew Heinz
38 Browns Path
Queensbury,NY 12804
(518)480-3065
" ' ° -
DECK PERMIT PLANS
,e77
Y
/
Permit Page:
Overview Number of Levels: 1
Total Square Feet: 400
Footer Depth 4iii 4
Live Load: 43 psf
Dead Load: 10 psf
Component Size Wood Type
Joists 2 x 8 Top Choice Treated
Beams 2 x 8 Top Choice Treated
Posts 4 x 4 Top Choice Treated
Decking 5/4 x 4 Top Choice Treated Decking
Railing Pressure Treated Railing
Bench None
Lattice None
Footer Depth 48" Live Load 43 psf
Dead Load 10 psf
LOAD AND SUPPORT:
Your deck will support a 43 PSF live load.
Posts have 48" below ground support.
DECK AND POST HEIGHT:
You selected a height of 32"from the top of the decking to
the ground level. The top of the deck support posts will
therefore be 23.25" above ground level.
Joists:
Set joists on top of beams, 16"; center to center.
Stress Analysis: Level 1 c O
Component PSF —T-- P1111111
JJoist oist BDefle
ending n 154 � 111111
Joist Shear 89
Joist Compression 154
Beam Deflection 54
Beam Bending 54
Beam Shear 53
Bolt Shear 113
Post Stability 171 ..
.__IIIIIolllllll I
Footer Depth: 48 inches
Joist Cantilever: 12 inches 3r r
61
Joist Spacing: 16"center to center y Jar 3
Spacing Between Deck Planking: 1/8 inch
Stair Stringers: 10 inches
Deck Live Load: 40 psf BEAM LABEL BEAM LENGTH POST COUNT POST SPACING
Deck Dead Load: 10 psf A 1B s 4 6's v4
19'9" 4 6'3 114"
Stairs Live Load: 40 psf c 1s's° 4 6'31/4
Stairs Dead Load: 10 psf
. .
Deck layout diagram
Rail Post Top Rail
Cap Rail Baluster
Joist
Decking $.$i 1 i if I;li
I 1[1 1
11111%.•1.14111I 11111
' ,:'.o..,• ,,.$
Tread
Riser
Bottom Rail
_
111111 II I, O..
Beam - -Pr
1 ire P°..---------
Post
___ Stringer
111111111 it tird --. -----:
00 --. ------ - --- -
Concrete Pier
_ --
, 141 4
.4.-- ..........., ,.
Top view without planks
,...• L
e.'"
c 11,3 to Ipj
' f'l 5 gc'Af l 4iiip
(44%
Bottom view with planks
I I I 1 II I
• 01.11
ilii I ll I oolf-..
II
40.111
Oil *1.
. 1100PIPL
....-
Top view with planks
/
Framing i
/—Angle
e ^ /e
d9e<
d9
L
Double Joist / \
/L�g Bolt / / C or Stringer Beam
w/washer to s ild 0.j / / Expansion olt
blocking Z / \� L—w/washer
/ �/ / /
Founds' n Wall
er- i
\ \ \J v/ \ \
O LEDGER \ / \ LEDGER
�c(angle\ \\ \ \\ �► \ \�
\Joists.—
Cantilever /% \ ✓ \ \\\ \ \ \ \y\ \ \\ �� \��• y �/./ I•/
2 X Depth 'R \ Ojsf \ \ \ \ \ � \ y
\ \ /y \ \\ \ / — See Section C for Post/Beam
of Beam Max. \ \ \�Span \\ \ \ \�� \�\�j� / Detail
t e\0,0,, y� /
—R"m
/ Joist
Post W/2'x'
Depth of Support I / / �6 ° � PP Cantilever / � Note:Lag Bolts and decking hardware to be hot dipped galvanized.
Beam / I I°°, cleat both Depth of joss /
sides joist
Double Joist Pier Block A_J I —on undistured soil
or Stringer �� gravel or footing Pier eiock
W 1
Note: Joists to be 2"x6" P.T. 16" O.C.
Note:Top of Footing to be No Less then 48"Below Grade.
POST/ BEAM
✓ DE AIL
1/ 1004
j L
L
� d „
20' x 20' Deck
38 Browns Path 12804
North Country Custom Homes
Address:
Lake George,NY 12845
(518)668-4272 04/17/2008
- - -- - - -- Date: 3
Existing Exterior Wall
f 5/4 P.T. x6"Top Railing
c ; - 2"x4" Face Railing
c //
c ; ; ,
c - ,
I 2"x 2"Square P.T. Spindle 3 3/4" O.C.
c Ix ----__. 4"x 4" Post
C - /
g
—
x
XrL75LtL1X(
r>i ( �0„. ►- , <_[f><1f5<1 u 5<
( ' \ ,
'V Top of decking 32" above Grade
c -- - -- - --- -- 2"x 10"PT Doubled Carrier Beam
5/4 x 6" P. Deckl 3/8 Galv. Carriage Bolt Through
1/4" Spacing
a • -1 � - -s J J 1=�IT-� I
2"x6" P.T. Joists------ ---- 4"x4" P.T. Post
TYPICAL DECK SECTION p a ~ c'`
8" Concrete Footing 48" Below Grade.
'` • 38 Browns Path , Queensbury , NY 12804
Ali al.\ __,.-.
, imr.j41-77 17:1Willil TITLE
North Country Custom Homes 20' x 20' Wood Deck
Lake George,NY 12845
. (518)668-4272 SIZE CAGE CODE DWG NO 1 REV
Drawn by:AJW 1
SCALE SHEET
04/17/2008
/;'..... ...._,-4*---- ---2"x4" Top Rail
/\ l` ✓� -+I--- 4"x4" Rail Post
/�
2"x2" Pickets 3 3/4" 0.C.
io
Lower Rail Must Not
/ —Allow 4" Dia Sphere
// to Pass through.
C y
/
5/4"x6" Decking
/
�r
'Nf\/
f
kr
N.
,�
N.
2"x Pressure Treated
Joist a 16" O C.
16, \ 2"x 12" Stringers W/1 1/2" x 1/1/2"
Min. Blocking to Support Treads
Stair Section At Deck
38 Browns Path , Queensbury , NY 12804
TITLE
North Country Custom Homes 20' x 20' Wood Deck
Lake George,NY 12845
(518)668-4272 SIZE CAGE CODE DWG NO 1 I REV
Drawn by:AJW
SCALE SHEET
_...___O4/1.7/2008
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