2015-347 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 128045902 (518)761-8201
CL Community Development- Building& Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20150347 Date Issued: Wednesday, March 02, 2016
This is to certify that work requested to be done as shown by Permit Number P20150347
has been completed.
Location: 40 ROCKWELL Rd
Tax Map Number: 523400-290-014-0001-007-001-0000
Owner: T. CRAIG JENKIN
Applicant: T. CRAIG JENKIN
This structure may be occupied as a:
Garage Detached By Order of Town Board
Horse Barn TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property J
owner of the responsibility for compliance with Site Plan, Variance, or
other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement
or Zoning Board of Appeals.
011°1A TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
F.4,0
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
U NG
Permit Number: P20150347 Application Number: A20150347
Tax Map No: 523400-290-014-0001-007-001-0000
Permission is hereby granted to: T. CRAIG JENKIN
For property located at: 40 ROCKWELL Rd
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: T. CRAIG JENKIN Garage Detached $60,000.00
269 CHESTNUT RIDGE Rd Horse Barn
QUEENSBURY,NY 12804-0000 Total Value $60,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
BP 2015-347
884 sq. ft. Modular Horse Barn; Cross Ref. SP 30-2015 approved by Planning Board May 19, 2015
$132.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 13,2016
(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 T wn o ueenil hh ,August 13,2015
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION
Received
DATE .' 3 / -` C ap ID
TAX MAP ID oZ O - / -- / ray* C. V ['- -is .t No. '2.01 5 -3i -
ZONING / . i - j r - III t Fee I 2-. ii 1 c�
ee
HISTORIC SITE Yes No Q 4 2015
Appro. als jP 3--,-) 1 5 at-rel
SUBDIVISION NAME i {' QUEENSB RY �c
t ) .)-a i 5
�^ �s •BUILDING cOD - -
APPLICANT / . C�'Y-c.% J moi.._/ t� OWNER l Cst2.15.----e_.",IC,,' -,
if-
ADDRESS q /2-0 44e—L-Le—Ce Aff ADDRESS 0 , p C,. .�Le---( (
PHONE �-2 ci—-" ...2-,,-;3 - G S-6,- PHONE �) k - 0:/.23 - gS—0,A,
CONTRACTOR 62 Qs- Q. 77-I V,_.{ _J y., _ COST OF CONSTRUCTION(ESTIMATED): $ 6 0- 6-0-0
ADDRESS: 6, cc.,/, 6) t.c-t c_C_` BUILDING ADDRESS: '16 i -I& j Q /1-d
PHONE: 5—/g-- 71 3 - $ j
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE 6--A e, ,J-Q� fC-rl-__ PHONE 7?/- O(,.7_
TYPE OF CONSTRUCTION r'= -7J7C�- �7 7'3 -- �s�s
( 7 r-o-eice )
Check all that apply Please indicate measurements as required below
Boathouse 1st floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars )
Dock
Pole Barn
Porch-open
** Porch-3 season, Covered, Enclosed
Shed
Other Accessory Structure(s) PC•t o du-(c.-- L f gif7.2-1
**Considered floor area & must comply with FAR (floor area ratio) requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will
be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with
local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy. 1/
✓I have read and agree to the above: Print Name: C2QIL, JMr-' Date: 8/7 f 1 >
)1jSignature: Date: 6/(//5-
1
Town of Queensbury Building &Codes Accessory Structure Application July 2014
T. Craig Jenkin
40 Rockwell Rd
Queensbury, NY 12804
Town of Queensbury
Planning Office
742 Bay Rd, Queensbury, NY 12804
August 4, 2015
Re: Plans for modular barn &fence construction at 40 Rockwell Rd, QBY
Included are the site plan and building plans for the construction of a modular barn by "Garden
Time", and property fencing, at 40 Rockwell Rd, Queensbury. There has been a minor change in
the overall dimensions of the barn. The original plan was for a 34' x 24' barn (total sq. ft. 816),
the amended plan is for a 34'x 26' (total sq. ft. 884) structure. This modification was discussed
with Craig Brown, and approved, on 8/4/15. There are no other changes to the plans, and this
minor change will not impact any other aspect of the project, such as "set backs", etc.
The Accessory Structure application for a building permit is being submitted to the Building &
Code office at the same time these plans are being submitted for review.
Sincerely, FILE C°PY
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
T. Craig Jenkin Based on our limited examination,compliance
518.791.0672 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.
NOTICE
KRAFT PAPER INSULATION
MUST BE COVERED BY TOWN OF QU ' SB R
NON-COMBUSTIBLE BARRIER BUILDING & ' 0,k P E r `
Reviewed B f//.,
NOTICE Date: /Man
FOAM INSULATION MUST BE
COVERED BY A 15 MINUTE
THERMAL BARRIER
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SIGNATURE _DATE
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DESIGN CONTRACTOR CUSTOMER _ DRAWN BY: David S. PLAN NO:14591/1114 _
DATE: July 14, 2015 REVISION_S_: 3
PLAN-DESCRIPTION
Garden Time Craig Jenkins& Lisa Hindson
652 Quaker Road 40 Rockwell Road 34'x 26'Monitor
Queensbury, NY 12804 Queensbury, NY 12804 Rear Elevation
structures LLG Scale:%4" = 1'
PANIC#PA025372
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SIGNATURE DATE
77.2-t-h
DESIGN CONTRACTOR CUSTOMER DRAWN BY: David S. PLAN NO:14591
DATE: July 14, 2015 REVISIONS: 3
PLAN-DESCRIPTION
Garden Time Craig Jenkins& Lisa Hindson 34'x 26'Monitor
652 Quaker Road 40 Rockwell Road
Queensbury, NY 12804 Queensbury, NY 12804 Right Elevation
structures LLG Scale:Y4"= 1'
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SIGNAT RE DATE
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DESIGN CONTRACTOR CUSTOMER DRAWN BY: David S. PLAN NO:14591_
DATE:July 9, 2015 REVISIONS: 2
PLAN-DESCRIPTION
Garden Time Craig Jenkins& Lisa Hindson
652 Quaker Road 40 Rockwell Road 34'x 26'Monitor
Queensbury, NY 12804 Queensbury, NY 12804 Left Elevation
StrUGtureS LLC
Scale:Y4" = 1'
PAH IC#PA025372
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SIGNATURE DATE
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DESIGN CONTRACTOR CUSTOMER L.
DRAWN BY: David S. PLAN NO:14591
DATE: July 9, 2015 REVISIONS: 2
PLAN-DESCRIPrII TION
Garden Time Craig Jenkins& Lisa Hindson 34'x 26'Monitor
652 Quaker Road 40 Rockwell Road
Queensbury, NY 12804 Queensbury, NY 12804 Front Elevation
Structures 1 I r. Scale:Y4"= 1'
PANIC#PA025372
12' 9'-5" 12'
^' I NW'Ii 1
i E� 1 (2)5'x8'Sliding Doors
• 4x4 Post — c--\2141 .
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A SIGNATURE DATE
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DESIGN CONTRACTOR CUSTOMER DRAWN BY: David S. PLAN NO:14591
DATE: July 9, 2015 REVISIONS:2
PLAN-DESCRIPTION
Garden Time Craig Jenkins& Lisa Hindson
652 Quaker Road 40 Rockwell Road 34'x 26'Monitor
Queensbury, NY 12804 Queensbury, NY 12804 Floor Plan
structures LLC Scale: 3A6° = 1'
PAH IC#PA025372
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RECEIVED
6112.42OI5 2c1c-_, -,--,_
30 Year Architectural Shingles 4" Plywood Gusset
2x6#1 SYP Rafters @ 16" O.C. 3
Plywood Floor Over 2x10#1 SYP Floor Joists
(1)Simpson Strong Tie Model#HIZ @ Each Rafter 12 4116� (1)Simpson Strong Tie Model#HIZ @ Each Rafter
(2)
13/4'X94"2. OE LVL 6;
` (2) 13/"X9 4"2. OE LVL
(1)Simpson Strong Tie Model#H1Z @ Each Rafter 1_.
%" Plywood Sheeting
Covered wI 15 Lbs. Felt (1)Simpson Strong Tie
2x8#1 SYP Rafters @ 16"O.C. 12 f II Model#H1Z @ Each Rafter
(50 PSF) 3 v ',) If
(1)Simpson Strong Tie 10„ I (1) Simpson Strom
Model#H1Z @ Each Rafter Tie Model#H1Z
Each Rafter
1x8 Pine Wood Fascia Illik
Pine Vented Soffit
(2) 13/"x9%4'2.OE LVL 4 Ply 2x6 1x8 Oak Kickboard , (2) 1%4'x94"
Glu- Lam Post ! 2.0E LVL
1x10 Vertical White Pine I, M 2x4 Oak Girts o
Board & Batten Siding 3 Ply 2x6 ��
Glu-Lam Post , 11 2x4 Oak Brace
Li ., .
5/" Plywood Floor Over P.T. 2x6 '�`\ Ai =
#1 SYP Floor Joists @ 16" O.C. ahh,
41111 Aisle Way
P.T. 6x6 Grade Beam -� ..__.._..
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18"Dia. x 48" Deep Piers ' I
4x4x3/s' Hurricane Bracket
@ Each Pier-Secured wI
"x4" Bolts III 12' 9'-5" 12'
SIGNATURE, � DATE
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Vi,..y/S—
DESIGN CONTRACTOR CUSTOMER _DRAWN BY: David S. PLAN NO:145
DATE: August 11, 2015 REVISIONS:2
_ PLAN-DESCRIPTION
Garden Time Craig Jenkins& Lisa Hindson
652 Quaker Road 40 Rockwell Road 34'x 26' Monitor
1411111 1.
Queensbury, NY 12804 Queensbury, NY 12804 Building Section
Scale: 3/6' = 1'
�PAHIC#PA025372
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GENERAL NOTES-AGRICULTURAL BUILDINGS 5. Concrete Work to meet to all Provisions of latest EDS. of AC1 301 and 318
These notes apply to all drawings. NCL Freezing and Hot Weather Provisions,Type 1 Cement Per ASTM
0150. Max. I IN. Stone par ASTM C33. Slump 4 1N. tel- } IN. Nc.Calc.
1. This Building Classifies as an Agricultural Structure and is not required Chloride. Concrete to have 28-Day Min. Compressive Strength as Follows
to meet any code except must conform to elect. reqts. of current NEC -4500 PSI All Locations
including GFIC Receptacles &grounding of Concrete Slab at animal -Air Entrain Concrete At Ext. Horiz. Surfaces: 6% +/- 1.5%
use areas. - Reinf. to meet ASTM A615, Grade 60. W.W.F. to meet ASTM A 185,
Grade 65.
2. Hurricane Strap Model to be Verified based on uplift shown on Truss Shop - Provide Covering Bars to Match Contin. Reinf. Laqp W.W.F. Min. 24"
DWGS. Do not install Prior to verifying fasteners per MFR. concrete.
-To be Cured or Protected with Membrane.
3. Provide P.T. wood where in contact with EPDM Roofing, Flashing , Water-
proofing, Masonry, Concrete or Earth. 6.All Structural Wood to be Graded- Min. S.P.F. or#2 Hem-Fir U.N.O.
4. All Wood Fasteners, Hangers, ETC. in contact with P.T.wood to receive 7. ENGRD. Wood products to have Following Strengths:
min. G90 Galv. or Greater as required by fastener MFR. for type of P.T. -LVL- FLO= 2600 PSI
chemical used and/or environment.
8. Contractor is Responsible for all means of Construction , Including Pro-
INFORMATION ON STRUCTURE viding Men, Bracing, and Shoring as Required for all Loading Conditions
throughout Construction and Job Site Safety. Contractor is not to Store
1. Foundations designed for assumed 3000 PSF Allow. Net Soil Bearing. Materials in Excess of Design Live Loads without Approval of Architect.
Contractor to verify. Owner to pay for soil tests and for redesign and
increased construction costs if soil inadequate.Step Foundations at NOTE OF PLAN USAGE:
Util----No Util. below FTG. without Architect Approval.
This Drawing was done for the Sole Purpose of Assisting J&N Structures
2. Design Live Loading as Follows: in Construction of the Building. It shall not be used by any Persons in any
-SNOW 50 PSF - Seismic Use Group: 1 Manner other than the Employess and Dealers of J&N Structures without
-WIND 90 MPH (Exposure B) - Site Class: D the Written Permission of J&N Structures and the Architect. Also this
- HAY LOFT-40 PSF - Seismic Resist. WD Drawing shall not be Copied without the Written Permission of J&N
- Weathering Severe Structures and the Architect.
3. DEAD LOADS AS FOLLOWS SYMBOL LEGEND
-Wood Roof with Shingles 10 PSF
SD- 36"x 80" Service Door
4. Place Fill and Backfill in Max. 8" Lifts. Compact Each Layer under Slabs DD -48"x 84" Dutch Door
and Footings Dry Density Min. 95%. Do not Build on Under strength Soil. SSD-48"x 84" Sliding Stall Door
LD-48"x 72" Loft Door
W -28"x 24"Standard Sliding Window
DESIGN CONTRACTOR CUSTOMER DRAWN BY: David S. PLAN NO:14591
DATE:July 9, 2015 REVISIONS: 2
PLAN-DESCRIPTION
Garden Time Craig Jenkins& Lisa Hindson
652 Quaker Road 40 Rockwell Road 34'x 26'Monitor
Queensbury, NY 12804 Queensbury, NY 12804 Specifications for Drawings
structures LLG Scale: 3A6 = 1'
PAHIC#PA025372
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Town of Queensbury �Pcr'
Community Development Office ALJ I347
_ 742 Bay Road, Queensbury, NY 12804
Town of Queensbury Planning Board
RESOLUTION—Grant Site Plan Approval for Site Plan 30-2015
T. CRAIG JENKIN
Tax Map ID 290.14-1-7.1 /Property Address: 40 Rockwell Road
The applicant has submitted an application to the Planning Board for Site Plan approval pursuant to Article 9
of the Town zoning Ordinance for: Applicant proposes construction of an 816 sq. ft. horse barn and fence.
Pursuant to Chapter 179-3-040 of the Zoning Ordinance Agricultural Use in a RR zone shall be subject to
Planning Board review and approval.
Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080, the Planning
Board has determined that this proposal satisfies the requirements as stated in the Zoning Code;
As required by General Municipal Law Section 239-m the site plan application was referred to the Warren
County Planning Department for its recommendation—No County Impact (5-3-15);
The Planning Board opened a public hearing on the Site plan application on 5-19-2015 and continued the
public hearing to 5-19-2015 when it was closed,
The Planning Board has reviewed the application materials submitted by the applicant and all comments
made at the public hearing and submitted in writing through and including 5-19-2015;
The Planning Board determines that the application complies with the review considerations and standards
set forth in Article 9 of the Zoning Ordinance for Site Plan approval,
MOTION TO APPROVE SITE PLAN NO.30-2015 T. CRAIG JENKIN, Introduced by Paul
Schonewolf who moved for its adoption, seconded by Thomas Ford:
Per the draft resolution provided by staff conditioned upon the following:
1) Waivers request granted: topography,traffic, commercial construction/alteration, soil logs;
2) Adherence to the items outlined in the follow-up letter sent with this resolution.
Duly adopted this 19th day of May, 2015, by the following vote:
AYES: Mr. Deeb, Mr. Schonewolf, Mr. Ford, Mr. Magowan, Mr. Ferone, Mr. Traver, Mr. Hunsinger
NOES: NONE
Phone: 518.761.8220 I Fax: 518.745.4437 742 Bay Road. Queensbury, NY 12804" www.queensbury.net
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