AST-000324-2017 r =
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
- Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: AST-000324-2017 Date Issued:
This is to certify that work requested to be done as shown by Permit Number AST-000324-2017
has been completed.
Tax Map Number: 308.8-1-71
Location: 84 BURNT HILLS DR
Owner: Stephen Ringler
Applicant: Stephen Ringler
This structure may be occupied as a: Deck 168 sq. ft.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, Y
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 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000324-2017
Tax Map No: 308.8-1-71
Permission is hereby granted to: Stephen Ringlet
For property located at: 84 BURNT HILLS 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
Tvce of Construction
Owner Name: Stephen Ringlet Deck $5,000.00
Owner Address: 84 Burnt Hills DR Total Value $5,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Deck 168 sq.ft.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,June 19,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of ueenj re the e ationdatkae
Dated at the Town of ueens /,lMo19,2017
SIGNED BY: till for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
' ACCESSORY STRUCTURE Permit#: % 3a —anl�
PERMIT APPLICATION Permit Fee: $ S7.'
Town of(Zccnsbury q
742 Bay Road,Queensbury,NY 12804 Invoice #: 1
P:518-761-8256 www.gueensbury.net
Project Location: gf( Burnt -4i IIS r1,✓-
Tax Map ID #: 309. '�'= 1 --7 1 Subdivision Name: LA--R 1 i�t/ ,lez A f
CONTACT INFORMATION:
• Applicant:
Name(s): Sf „ •le
Mailing Address C/S/Z• / Jr
Cell Phone: 4'-1Y- ) -LL O - T125 Land Line:
Email: 5t4% en r;n •�>i K��
Primary Owner(s):
Name(s): S�Ym
Mailing Address, C/S/Z:
Cell Phone: �_) Land Line:
Email:
• Contractor(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line: � )
Email:
• Architect(s)/Engineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone:. Land Line:
Email:
Contact Person for Building & Code Compliance:
Cell Phone: Land Line: � )
Email:
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial X Residential
WORK CLASS:
Deck, pen Porch _Solar Panels (w/o rafter upgrades) _Carport Cell Tower
_Shed _Pavilion, Pole Barn, Canopy _Dock Gazebo
_Detached Garage _ Boathouse (with or w/o sundeck) _3-Season Porch
_
Other(description: )
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2nd floor:
Total square feet:
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YES NO Explain:
4. Are there any easements on the property? YES NO
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
5. 1 also understand that I/we are required to provide an as-built survey bya licensed land surveyor of all newly
constructed facilities priorto issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME:
SIGNATURE: _ DATE:
Town of Queensbury Building&Code Enforcement Accessory structure Application Revised April 2017
FILECOPY
TOWN OF QUEENSBURY
BUILDING DEPARTMENT TOLN0FQU:EEN]SBURY
Based on our limited examination,compliance j COM
MUNITY DEVELOPMENT
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
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Store Name
Bottom View
308.8-1-71 AST-000324-2017 123Street Rd.
STEVE RINGLER
06/09/17 Ringler, Stephen city,ST
Scale:To fit
Ref_Scale:To
84 Burnt Hills Drive (800)5551212
Deck 168 s.f.
J
E
F
C D D D
B
A A A A A A A A
I
G
H
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (8) 9' 7 1/2' O fascia 10' 1)45 2)45
B joist 10' 4' FO R45 G rim 9' 7 1/2'
C joist it' 7 1/2' H fascia 18' 1)45 2)45
D joist (3) 11. 7 1/2' H rim 15' 10 1/2'
E fascia 2' 10 1/4' 1)22 2)22 1 fascia 12' 1)45 2)45
E rim 2' 11 1/2' 1)45 2)45 1 rim 11'7 1/2'
F fascia 10' 1/4' 1)22 2)45 J fascia 4' 1)45 2)22
F rim 9' 11 1/2' 1)45 2)0 J rim 4' 1/2' 1)0 2)45
Cut List Store Name
STEVE RINGLER 123 Street Rd
06/09/17
Ref:Deck17160 City,ST
Scale: 1/4"= 1' (800)555 1212
- ls ,Joy
10' 2' 4'
6x6 Post
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3-2xBLm Bean
Plan View Store Name
STEVE RINGLER 123 Street Rd,
06/09/17
Ref Deck17160 City ST
Scale: 1/4"=P (800)555 1212
1E' c
3' 1 3/4"
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H O
3'
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7' 3 3/4" I 7' 3 3/4° 01
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4" MAX.
GAP " II
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¢6" MAX.
' y � R ��.J
GRADE
-
- R ---fit-
- ' 0 4" BEARING BLOCK
OR CONCRETE
Stair Cross Section
A: Run: 10" C: Rail Height: 3' E: Tread: 1X6
B: Rise: 7 1/4" D: Deck Height: 3' F: Riser: None
Rail Layout
Post SKU Description
0 DT-4439APSWT 4x4x39" Railpost Classic White
U � CUT FROM 4x4x108" Railpost Classic White
DT-4439APSWT 4x4x39" Railpost Classic White
DT-4439APSWT 4x4x39" Railpost Classic White
X1 DT-4439APSWT 4x4x39" Railpost Classic White
Rails
Section X-ref Cut From
E DT-WTCROWNTR06 (Crown Top Rail,6',Classic White)
F DT-WTCROWNTR06 (Crown Top Rail,6',Classic White)
G DT-WTCROWNTR06 (Crown Top Rail,6',Classic White)
I DT-WTCROWNTR06 (Crown Top Rail,6',Classic White)
H DT-WTCROWNTR06 (Crown Top Rail,6',Classic White)
C DT-WTCROWNTR08 (Crown Top Rail,B',Classic White)
D DT-WTCROWNTR08 (Crown Top Rail,B',Classic White)
A, B DT-WTCROWNTR08 (Crown Top Rail,B',Classic White)
H = 4' 3/4" (35.75 degrees)
1 = 4' 3/4" (35.75 degrees)
** Measure/cut on site. **
Design: Deck17160
FLOORS '
in accordance with ASTM D 7032:-Plastic or composite R507.3.3 Decay resistance. Plastic compositedeck'
handrails and guards,or their packaging,shall bear a label boards,stair treads,guards and handrails containing wood,
that indicates compliance to ASTM D 7032 and includes cellulosic or other biodegradable materials shall be decay:
the maximum allowable span determined in accordance resistant in accordance with ASTM D 7032.
with ASTM D 7032. R5073.4 Termite resistance.Where required by Section'`
R507.3.2 blame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards
boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or other biode-r
flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance
dance with ASTM E 84 or UL 723 with the test specimen with ASTM D 7032.
remaining in place during the test. 5073.5 Installation of plastic composites. Plastic cora-
Exception: Plastic composites determined to be non- polite deck boards,stair treads,guards and handrails shall.
combustible. be installed in accordance with this code and the manufaa
[ater's instructions. s
TABLE R5072
DECK LEDGER CONNECTION TO BAND JOISTyb ;
(Deck live load=40 psf,deck dead load=10 psf,snow load 5 40 psf)
JOIST SPAN
CONNECTION DETAILS 6'end less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14 14'1"to 16' 16'1"to 18'
On-center spacing of fasteners .
'/2 inch diameter lag screw with'/z inch 30 23 18 15 13 11 10
maximum sheathing`'a
bi inch diameter bolt with'/z inch maximum 36 36 34 29 24 21 19 yak
sheathing° <,
112-inch diameter bolt with 1-inch maximum 36 t) 36 29 24 21 18 16 N
sheathing`
For SI: I inch=25.4 mm,I foot=304.8 mm,I pound per square foot=OB479 kPa.
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist
b.Snow load shall not be assumed to act concurrently with live load.
a The tip of the tag screw shall fully extend beyond the inside face of the band joist
d.Sheathing shall be wood structural panel or solid sawn lumber.
e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to 112-inch thickness of stacked washers.`,,3
shall be permitted m substitute for up m'/a inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. .; .
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TABLE R5072.1
-PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AN BAND JOISTS
MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
TOP EDGE BOTTOM EDGE ENDS ROW SPACING '?
Ledge
2 inchesa 3/4 inch 2 inches° 13/s inchesb
u 1°/ inches°
Band Joist` 3/4 inch 2 inches 2 inches s
For SI: I inch=25.4 mm.
a. Lag scows or bolts shall be staggered from the tap m the bottom along the horizontal tan of the deck ledger in accordance with Pigure R5072.1(1).
b.Maximums inches.
c. For engineered dinjoists,the manufacturer's recommendations shall govem.
it.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R5072.1(1)•
m s
2015 INTERNATIONAL RESIDENTIAL CODE-0:'
150
FLOORS
y�
z STAGGER FASTENERS
IN 2 ROWS
® OO ® 5.5MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO
6:5'MIN.FOR 2X 10 BE REDUCED TO 4.5'IF LAG SCREWS
LI
OO ® ',7.5'MIN.FOR 2X 12 ARE USED OR BOLT SPACING IS
M14REDUCED TO THAT OF LAG SCREWS
.TO ATTACH 2 X 8 LEDGERS TO 2 X 8
LEDGER
BAND JOISTS.
7 MIN. LAG SCREW OR BOLT 3/4'MIN. '
Igor SI: 1 inch=25.4 mm.
FIGURE R507.2.1(1)
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
SHEATHING
NOTE: SIDING
THIS DETAIL ISAPPLICABLE FLASHING FOR
WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. WATER TIGHTNESS
' DECKING
° APPROVED JOIST HANGERS
2'MIN. 2x LEDGER WITH FASTENERS
IN ACCORDANCE WITH TABLE R5072
•Lr.':., HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
v'- FLOOR JOISTS AT 4 EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 24"OF EACH
END OF THE LEDGER.HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
' HOLD-DOWN MANUFACTURER.
A FULLY THREADED'/?DIAMETER LAG
SCREW PREDRILLED W/MIN.30 PENETRATION
4" TO CENTER OF TOP PLATE,STUDS,OR HEADER.
r.
For SI: linch=25.4 mm.
FIGURE R5072.1(2)
PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
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2015 INTERNATIONAL RESIDENTIAL CODE° - 151
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Reference:
,d Subdivision Made For =_
✓elopment, LLC
April 10, 2003
d: January 4, 2014
Dusen & Steves
3, 2014, Plat C-349
I
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POWER CORPORATION
NIAGARA MOHAOF
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31.�31_s�it��r?.
'ODES
50-NO CUT ARE ! -
j LOT 2
I
CP
cp
LOT 3
\ 45031. 7 Sq. Feet
1.03 Acres
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PER�j��V'�f'� y / �- TO THS
" ^ 7PO'ED 3TR�I Tt�I E(jl O-yHE PR o
fURE 13
I HEREBY.CERTIFY THAT:THIS M,AP. WAS PREPAR17
ED
LOT 4 FROM AN ACTUAL FIELD SURVEY.
��F r THIS CERTIFICATION SHALL' RUN ONLY TO THE PERSONS
FOR WHOM THE SURVEY WAS'PREPARED, AND ON THEIR
.
BEHALF .TO THE TITLE:COMPANY, GOVERNMENTAL AGENCY
J� AND LENDING,INSTITUTION.LISTED HEREON. ' .-
FILE COPY CERTIFICATIONS ARE NOT,TRANSFERABLE TO ADDITIONAL
INSTITUTIONS OR SUBSEQUENT OWNERS.
' Y CERTIFIED TO: STEPHEN M. 'RIN _
BARBARA #
/ HOME P � A IPtL. RATION,
IT'S SIGNS
'CHIC1111 S, CE`CCJIPANY
TO THE DECLARATION OF PROTECTIVE
' '. TIONS, RESTRICTIONS, EASEMENTS CHARGES
308.8-1-71
/�$T-000324-2017 CERTIFIED e'
MATMfE G=�SvES, LLS.NY 50135
t.... IT RIDGE HOMEOWNERS ASSOCIATION, INC. it�%r
VARREN COUNTY CLERK'S OFFICE ON
Ringler, Stephen DATED: MARCH 30, a, � '`-- '�,.� ,•'
IN LIBER 5298 PAGE 238. 84 Burnt Hills Drive 'I~�Q-AN
Deck 168 s.f.
'Date: MARCH 30, 2017
" Map of a Survey made for
Scale 1"=40'
i.: ue
►� 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYAP BEARING A
,�J NEW TION O STSECTION ATE EDUCATION SLAW�'DIVISIONS2SEOF THEAL IS A - -
LAND Ste hen lvl. Ringer
PIES FROM THE ORIGINAL OF THIS SURVEY I S 1
eve s - MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS !
SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES."
_
"CERTIFICATIONS INDICATED HEREON SIGNIFY THAT
THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE And%% -
EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED - � _ � - - (SHEET 1 OF 1
S -ur V o r S BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL _ _
LAND SURVEYORS.SAID OM THE SURVEY
SHALL RUN ONLY /�y�
N THE PERSON FOR WHOM THE SURVEY IS PREPARED,At{9 I e 1
Y T V. R
GOVERNMENTAL bar a � RINGER
YG R r
ON HIS BEHALF TO THE TITLE COMPANY, L!a � I
AGENCY AND LENDING INSTTUI'RON LISTED HEREON,AND ,1
Queensbury, New York 12804 TO THE ASSIGNEES OF THE LENDING INSTITU110l DWG. NO. 99241-3
E DESCRIPTION
County,
N York N0. DAT
�p Town of i Queensbury,llIIIlll I�IIIIIWalrllrll�lnl 111 Cloun I I /New „°, , .
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