2015-138 TOWN OF QUEENSBURY
Bay Road,Queensbury,
742 NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20150138 Date Issued: Tuesday, July 14, 2015
This is to certify that work requested to be done as shown by Permit Number P20150138
has been completed.
Tax Map Number: 523400-301-017-0003-043-000-0000
Location: 1 CRANBERRY Ln
Owner: ROBERT & ROBIN BENTLEY
Applicant: ROBERT & ROBIN BENTLEY
This structure may be occupied as a:
Shed/ Storage Sheds
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the 4
At-
property owner of the responsibility for compliance with Site Plan, Li.),„,P
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 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150138 Application Number: A20150138
Tax Map No: 523400-301-017-0003-043-000-0000
Permission is hereby granted to: ROBERT& ROBIN BENTLEY
For property located at: 1 CRANBERRY Ln
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: ROBERT& ROBIN BENTLEY
1 CRANBERRY Ln Shed/Storage Sheds
QUEENSBURY,NY 12804-0000 Tota Value
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2015-138
Shed 216 s.f.
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 22, 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 Tow. : •ueens ; I i n, .y,June 22,2015
SIGNED BY r �� for the Town of Queensbury.
Director of Building&Code Enforcement
Town of Queensbury Building & Codes Office Use Only
-! Received
ACCESSORY STRUCTURE AP ICATI'b'N 1 ,� Permit #
rtnit Fee 4b '
Date _ mac 1/-Y- MAY 0 5 2015 .9 creation Fee
Tax Map ID • 3 _"_J. l_/Z:2 3 pptovals
Zoning TOWN OF QUEENSBURV—
Historic Site BUILDING & CODES
Subdivision Name/Lot No.
APPLICANT 1Eo6eI 2_2Zf%.)72.E4( OWNER L.
L.- 43F.�=TLS
Address / C,.4-Atif'/c'�4/ L/f-AJ€ Address / C'46 , E . '
Qcee/ 3akL y. /2,y0`L QQfg-Jsi?cfey iv. v. /zSC�(
Phone 75'3-2/93 Phone —2/F3
CONTRACTOR ESTIMATED COST OF CONSTRUCTION $
Address Building Address: Lai\
Phone
CONTACT PERSON FOR BUILDING & CODES COMPLIANCE Otaqz �_ ,c �1 L3�i 1� ____ Phone 752-1-
CG i (A 3 /5<5'6,
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
1st floor sq. ft. 2nd floor sq. ft. Total sq.ft. Height
Boathouse
Boathouse with Sundeck
Deck
Detached Garage (#of cars)
Dock
Pole Barn
Porch- Open
**Porch - 3 season. Covered. Enclosed
Shed /2X/ 2/&- // /
Other
** Considered floor area and must comply with 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 and complete statement 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 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.
I HAVE READ AND AGREE TO THE ABOVE: Print Name: 1 '6&62-r 2- J7I- f Date:
Signature: /'&% �` � t� Date: � � � __
Town of Queensbury Building & Codes -Accessory Structure Application - December 2014
, 0,A).4A '-'1,-V
Is ..r. q60J -}v c,�se
Queensbury Building & Code Enforcement - 'esidential Final Inspection 01/%4
Office No. (518) 761-8256 / Arrive: am/p De•art: m/pm�
Date Inspection request received; 1 Inspector's Initials: . �..
Pr
NAME: gbel---`9,Rk'' `q7T�� PE-MIT#: 01 1 J g)
LOCATION: ! d,') t E�x,r�e.� DATE: Iffff _ 0
TYPE OF STRUCTURE:
,_.-7,/t_ Comments:
Yes No N/A
4" Building Number Address visible from road 4 V c -., .Z
Chimney Height/"B"Vent/Direct Vent Location d 444 E
Fresh Air Intake '4�Ae
3 inch Plumbing Vent through roof minimum 18 inches (�' (-�''% Ci
-
Roof Complete/Exterior Finish Complete G�
Platform at all exterior doors 6t"" ' ' � ' cd.—
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
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet adi e pie-et --
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade I 1'e- C'J
Interior privacy/trim/doors/main entrance 36 inches 1
Bathroom/Kitchen watertight lij CLO
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors p
Every level: Every(Bedroom: S1 , lOutsideCo every bedroom area: r
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
Plumbingfixtures ,(,Q/
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
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
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s) installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum 1/"Gypsum
Basement stairs closed rise>4 inches t h l
Garage Floor Pitched ?�
Garage fireproofing/%hour fire door!door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50% ' 01.f.\s*'s '
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required
Oka to issue C/C or C/0[Temporary/Permanent I ''v/
L:\Building &Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised
January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 c4)
/C�adf2i vL--/e/, /,,-; ,& sr-rf/ 7 3-2/F2
Is'PLYWOOD DOUBLE GUSSET f7YP.)
15'4PLY PLYWOOD ROOF SNEDTIYNG GABLE VENT ASPHALT SHINGLES(VARIES)
(BOTH ENDS/
04 RAFTERS a 4'O.C. Ss"APLT PLYWOOD ROOF SHEATHING
12
7x4 RAFTHR L ' _/ H 1 1 Zx4 RAFTERS•O.O.G y`
\ 3✓�' ' `_ 7x4 E,COLLARCOLLAR
TIES•SNS LL
/' I 1 1 t L 1 • NOTE,COJ.Aw TIES(VISTA'-LED
S 12 -.. ON 6'r 6-6'NIGH BALL UNITS, ,��
// -�/Y 10.14L OR LARGER ONLY.
"-►_( USP-MODEL FPAI CONVECTOR�r��r�� ASPHALTia
23 // SIDING
��i OR EQUAL METALED PER ������� -.dN[:4.Fbl I I 1 (VARIES SEE RAFTER TO PLATE /
I MAIyA.SPECIFICATONS. „,,,,,,E5,1_4
vA'R/ J CONNECTION DETAIL.
NOTE:USE ONE T CON CONNECTION
1 1 7 I I..' I 1 t 1.'
1 1 I J L, 1 '1 1 1 I 1 6/IDMG 1 17-117:
__ 16
I TFL.DOUTO PLATE RATE
L 1 lI �l I ! T L/ - —� UWTa vl 4'-O”-15N L4LL91
At RAFTER/FA-ATE CONNECTION ----lily
'I_ I --`-" Win,E TCP ON S
' EVERY d-0'O.C.. L �- 1 ` 7
3x4 TOP PLATE 1 /VARBE) OI _ _ -' -...._ ALUMINUM DRIP EDGE ' O M-
3x4 WALL STUD IT\ . ' 91 7x4 WALL 9+1106 / : a'Q
RAFTER TO PLATE I 0.C. / y 00X
CONNECTION DETAIL � sD6GrvARIsS 9
_-__ I C MYL r'3`91J0LTHMG d }
SCALE:Id"R 1'-0' 'T���I�II'1�I 1 I �_-- I OR 6/S'ml!SIDING
DOOR a WINDOW LOCAT J(�1 i c
NOTE.THE USP•MPAI CONNECTORS STYLES AND SIZES N4RI'M2 -
A ' ®0 510'6-PLr PLTWDOD FLOOUh
ARE N A O TOP
TO THE STANDARD -
ARETL'R TO TOP MATE FASTENERS 7�SOLE PLA-E
TM
WH90H ARE r3)IAF NALI TOE NAILED
NROJGH THE RAFTER INTO THE PLATE r � .
TT/�{ ���' QU EtNSB l.1 Rx4 P.T.FLOOR JObT& 16::-Y
fl9` ( ,.;• O`a-'N I 6'C'TO IL.'-0'WIDt-1 ARS) nr o.L.WHEN DVERHEAO •.O.10 Itb'WOTH nARi61•,i V 1fT� •`I� NOF "n6E„'�U6��EfRO l � & CQSIDEELEY!¢ ! QU 11$1' ED 9KCROSS SECTION
f.
Based on our limited NG a amAnat on,complian
Reviewed B _ with our comments shalt not be construed as
indicating the plans and specifications are in 6 WIDE Date: _/ full compliance with the Building Codes of '
New York Stater 41.'
BUILDING CODES, -DB4KaNED IN ACCORDANCE WITH ASCE 1-05 AND 224 P,T,ROOR ; k
ALU CONSTRUCTION SHAD COMPLY WITH THE 7010 RESIDENTIAL CODE OF NEW YORE STATE �'�1 JOISTS Mr.P.1-
REQUIREMENTS CP ANT AND AL..APPLICABLE STATE -ALL W0OD TO BE EF P.OR 6P5.2 • ROOF RAFTBR6 RYR.) II ROOF RA=IERS RNP.: S WIDE
COUNTY AND LOCAL BUILDING CODES OR REGULATIONS -ALL EHEATHMG TO SE V"DO.GRADE _ fl
a pOJOLE TOP F+LATE 254 DOUBLE TOP PLATE 4rr4 P,T,
INCLUDING BUT NOT LIMITED TO THE ORE STATE
-RAFTERS SHALL BE NAILED`O TOP•LATES WITH 'x SKID TYR., I. -C- .
-3010 REVD-D.1-1AL CODE OF NEW YORK STATE AAD/CR (3;Od TOE NAILS ( F
AS AMENDED OR ADOPTED BY LOCAL MUNCIPAL -ROOF SHEATHING SHALL BE SECURED WITH(4)6,21 NAILS ����11 ��r��� R]224 HEADER .1354 HEADER
AUTWRITY PER FOOT CF LENGTH AT ALL PANEL EDGES,S./6d ®'ul 0 a MAY..Pg.50 PSF.1 MAX Pg•50 P5F1 10 EDE
NAILS PER FOOT AT A.1 OTHER LOCATIONS. 1r] (HT1 mi i1 91 91 91
ENGINEERING NOTE, WALL SHEATHING SHALL BE SECURED WITH(7:SF/NAILS s I I I II ' I L ZI' 4, Y-IO4'
THOSE DRAWINGS ARE TO BE USED ONLY AS AN PER FOOT.FOR UP TO 170 MPH 411.0 SPEED. �:1 'lull!! Iluil ' ' dJ N' •! •T
ARCHITECTURAL GLIDE FOR THE CONSTRUCTION OF .MAX.DESIGN WIND SPEED IS NO MR. NL�Jf O WOE
THIS PROECT.THERE HAS NOT SEEN ANY MECHANICAL. 'ASSUMED WINO LOAD EXPOSURE CATEGORY B .• awl JACK STUD 0 2,4 JACK STUD6 61 IS Pg d
ELECTRICAL OR SITE ENGINEERING PERFORMED FCR -MAX.DESIGN GROUND STOW L0AD IS SO PIF.ASSUMING " • P
TN'S PROJECT.IT SHALL BE NE RESPONSIBILITY OF EXPOSURE 0 PARTIALLY SHELTERED CONDITIONS. r- STUD .�I LTL.STUD L 7-ICH' L 1-!ON" L ]'-ON' Y-104" L
OTHERS TO OBTAIN DESIGN DATA FROM A LICENSED UNSEATED.AND 11.0.60 �I�1�'-111gI If T T T 1 T
ENGINEER FOR THESE SYSTEMS.ENGINEERNG SHILL -FLOOR L'VE LOAD ISO P55 11 NLi 7x4 SOLE PLATE —J h4 SOLE PLA-E �WOE
CONFORM WITH ALL APPLICABLE LOCAL 4ND10R ill 6 2, 22 ay 61 RI
STATE BWLONG COOED AND REGU'-AT OAS. DONBULT TECHND4L DEPARTMENT FOR PRODUCT _F-= R.00R LINE . F{.oQR LING_-, E-ON" 1,11- I,]'-104' I, T-ON' NI. 4. 2.05'
STRLCTURE SHALL 0E IIISTALLED ON A PROPERLY PLACEMEN:IN EXPOSURE C AND/OR WIND-BORN 6'-0'M4k.OPENING WDTH �, 7'4'1441 f T T
PREPARED SUEGRADE.ROIL BEARING CAPACITY SHALL DEBRIS REGIONS rI OPENING WDN y A.�
BE.CAPABLE OF SUPPORTING A TOTAL SERVICE SKID PLACEMENT
GRAVITY LOAD CF 590 DLP ALONG THE FRONT/REAR TYPICAL DOOR FRAMING DETAILS
ELEVATIONS.
AT LOAD BEARING WALL LOCATIONS
.
SEAL 15—155
r-7:7--7-----V,.-- --\
) E c E il Lt .
IiI PLOT DAtE AteAt.B,2019
`c" '' - I ROBERT R.DESMARAIS,JR.,PE TYPICAL BARN STYLE SHED
< : '=s. 1 MAY 052015
`%'� " ��= DRi STRUCTURAL ENGINEERING DATE 8!15/13 SCALE f!4"E I'-O"
<- B.
a, .-I2s C; VT 1410 NEWTON ROAD
,y,-,,,,. ..--,;16 F LANCASTER,PA 17603
„
REVISIONS P.N. OS-13
' DV. NEWYORK
LICENSE
Ne.OUSE
UNAUTHORIZED REVISIONS VOID THIS 000UMEM TOWNQE ^�FFLY7IIUR]a ,
SHEET NO. I OF I
BUILDING & CODES
Z
N
Nc
��n�°c=��S•� Abn tib ,.
Li CIPIIqIV5
ri
LN
MCD
Q � b � I � O i' 7l O O
Dir �Q
rrl
Z � Z
61.1
°
O
ti
6l
0
(u
-J;1,10,—eD/ 1 1j10A/ (D
° GL ®20 '
1tA F
• z
a
0
o `I
V `Caenio. "77 ACK
A.
® t r®
EX/6T/NG E
7— s/-
,Ifpmlw 14vENUE
I.
0
1-9
w,
1�
61.1
°
O
ti
6l
0
(u
-J;1,10,—eD/ 1 1j10A/ (D
° GL ®20 '
1tA F
• z
a
0
o `I
V `Caenio. "77 ACK
A.
® t r®
EX/6T/NG E
7— s/-
,Ifpmlw 14vENUE
I.
0
1-9