AST-000813-2016 TOWN OF QUEENSBURY
OL 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: AST-000813-2016 Date Issued: Wednesday, July 19, 2017
This is to certify that work requested to be done as shown by Permit Number AST-000813-2016
has been completed.
Tax Map Number: 301.14-1-82
Location: 76 PEGGY ANN RD
Owner: Edmund Brochu
Applicant: Edmund Brochu
This structure may be occupied as a: 288 sq. ft.shed
Cross Ref. AV PZ 237-2016 approved 10/19/2016 By Order of Town Board
TOWN OF QUEENSSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
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
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000813-2016
Tax Map No: 301.14-1-82
Permission is hereby granted to: Edmund Brochu
For property located at: 76 PEGGY ANN 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
Tome of Construction
Owner Name: Edmund Brochu Shed $2,000.00
Owner Address: 76 Peggy Ann RD Total Value $2,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
288 sq.ft.shed
Cross Ref. AV PZ 237-2016 approved 10/19/2016
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 19,2017
(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 ofeensb yJonda , e 9,2016
SIGNED BY: /VJ for the Town of Queensbury.
Director of Building&Code Enforcement
ACCESSORY STRUCTURE APPLICATION Office Use Only
Received
DATE � Tax Map ID
TAX MAP ID /�i /— oZ _ Permit No. ST Sfl�-
ZONING P—Z a3 /(72(5^ 1(0 Permit Fee
HISTORIC SITE _YES V NnnORec Fee
SUBDIVISION NAME/''// PST nn ai-h Lot# a.Z Approvals
APPLICANT E�t✓I'T4r%d +10V1111C fO t!A OWNER
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ADDRESS % I C<C l/ 9A n 9d ADDRESS
C �" N...O..rV. 29 2016 v11, 1
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PHONE /7 ) 3CPHONE
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CONTRACTOR COST OF CONSTRUC77ON(i,-h.ATED): s V I` '
ADDRESS: BUILDING ADDRESS: -&h•7L / k _It
PHONE: Z/ p
CONTACT PERSON FOR BUILDING B CODES COMPLIANCE 60 PHONE Zl` )-018(5
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse I'floor sq-ft. 2n4 floor sq.ft. Total sq-ft. Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars
Dock
Pole Bam
Porch-open
Porch-3 season,Covered,Enclosed
Shed /
Other Accessory Structure(s)
'•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 Itwe 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. nn //
✓I have read and agree to the above: Print Name: rGimu n 4 C. g r6 G h N/ Date:
Signature: ee/ � Date: ///P-
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
15"PLYWOOD DOUBLE GUSSET(TYP.)
ASPHALT SHINGLES(VARIES)
�5°4-PLY PLYWOOD ROOF SHEATHING
15'4-PLY PLYWOOD ROOF SHEATHING -
2x4 RAFTERS O 16° O.C. 2x4 COLLAR TIES s 80"O.C.
(USE 12"O.C.SPACING FOR 14'WIDE UNITS IN NOTE:COLLAR TIES INSTALI
REGIONS WHERE GROUND SNOW LOAD IS)55 PSF) ON UNITS 16'-0"OR LONGER ONLY.
4 RAFTER GABLE VENT
OVERHEAD (BOTH ENDS) 2x4 RAFTERS m 16"O.G.
2x
DOOR(OPTIONAL) (USE 12"O.G.SPACING FOR
14'WIDE UNITS IN REGIONS WHERE
ASPHALT 12 12 GROUND SNOW LOAD 15>55 PSF)
USP-MODEL MPAI CONNECTOR HINGLES SEE RAFTER 70 PLATE
US EQUAL INSTALLED PER (VARIES) CONNECTION DETAIL
MANUF. SPECIFICATIONS, 2x4 DOUBLE TOP PLATE _
4
NOTE:USE ONE(U CONNECTOR
AT RAFTER/PLATE CONNECTION L. ALUMINUM DRIP EDGE Q
EVERY 4'-0'O.G.. U F=7 ALUM.FASCIA t SOFFIT V 0
MOOD ON UNITS O
2x4 TOP PLATE w/TI-II SIDING) XX
2x4 WALL STUD IFT
F=l F= F 915"OVERHANG @ Q
4 WALL
RAFTER TO PLATE n a ira'aG.Sruos n r
N SIDING(VARIES)-
CONNEGTION DETAIL DOOR i WINDOW LOCATION , VINYL w/15"SHEATHING Q
�� �� STYL`e5 AND SIZES IYARIESJ OR 5/S"TI-II SIDING
SCALE: = I-O 3 a
I x S/B° PLYWOOD FLOOR
NOTE:NHE USP-MPAI CONNECTORS SIDING 2x4 SOLE
PLATE
ARE M ADDITION TO THE STANDARD (VARIES—) F=_1 F=__1
RAFTER TO TOP PLATE FASTENERS I I I
WHICH ARE(3)IOd NAIL5 TOE NAILED
THROUGH THE RAFTER INTO THE PLANE, I 2x4 P.I.FLOOR JOISTS*16"O.C.
6'-0'TO 45'-0" LENGTH(VARIES) L 6'-0"TO 14'-0"WIDTH(VARIES) L (12'O.C.WHEN OVERHEAD 6'-0"TO 14'-0' WIDTH(VARIES)
DOOR IS USED)
FRONT ELEVATION SIDE ELEVATION 4x4 PRESSURE TREATED SKIDS CROSS SECTION
BUILDING CODES, -DESIGNED IN ACCORDANCE WITH ASCE 1-09 AND
ALL CONSTRUCTION SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE
REQUIREMENTS OF ANY AND ALL APPLICABLE STATE, -ALL WOOD TO BE SP 02 OR SPF'2 6'WIDE
COUNTY AND LOCAL BUILDING CODES OR REGULATIONS -ALL SHEATHING TO BE 15"EXT,GRADE 29
INCLUDING BUT NOT LIMITED TO THE FOLLOWING: -RAFTERS SHALL BE NAILED TO TOP PLATES WITH
-2010 RESIDENTIAL CODE OF NEW YORK STATE AND/OR (3)IOd TOE NAILS(MIN,) 2.4 P.T.FLOOR L L
AS AMENDED OR ADOPTED BY LOCAL MUNICIPAL -ROOF SHEATHING SHALL BE SECURED WITH(4)6d NAILS ROOF RAFTERS(TYP•) ROOF RAFTERS(TYP,) JOISTS(TYP,)
AUTHORITY PER FOOT OF LENGTH AT ALL PANEL EDGES,(3)6d B'WIPE
111 11 �Ea
NAILS PER FOOT AT ALL OTHER LOCATIONS. 2x4 DOUBLE TOP PLATE 2x4 DOUBLE TOP PLATE
4x4 P.T.
ENGINEERING NOTE, -WALL SHEATHING SHALL ISE SECURED WITH(2)6d NAILS (2)2x4 HEADER (2)2x4 HEADER SKID(TYP,J l
THESE DRAWINGS ARE TO BE USED ONLY AS AN PER FOOT.FOR UP TO 120 MPH WIND SPEED. a •60 PSF) (MAX.Pg•t5 PSF)ARCHITECTURAL GUIDE FOR THE CONSTRUCTION OF -MAX. (MAX.AX.DESIGN WIND SPEED I5 120 MPH 10'WIDE
THIS PROJECT,THERE HAS NOT BEEN ANY MECHANICAL, -ASSUMED WIND LOAD EXPOSURE CATEGORY B
ELECTRICAL OR SITE ENGINEERING PERFORMED FOR -MAX.DESIGN GROUND SNOW LOAD 15-15 PSF,ASSUMING 29 29 29
THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF EXPOSURE B PARTIALLY SHELTERED CONDITIONS, L 2-1' L 2-1010 L 2-1014" L 2-1
+ L
OTHERS TO OBTAIN OF51GN DATA FROM A LICENSED UNHEATED,AND lo-0.80 —�—
ENGINEER FOR THESE SYSTEMS.ENGINEERING SHALL -FLOOR LIVE LOAD 100 PSF 2x4 JACK STUD 2x4 JACK STUD I2'WIDE
CONFORM WITH ALL APPLICABLE LOCAL AND/OR 2x4 STUD 2x4 STUD
STATE BUILDING CODES AND REGULATIONS, CONSULT TECHNICAL DEPARTMENT FOR PRODUCT 1 2'-104• L 2'-10%4" L Y-1014" L 2'-10141 L
STRUCTURE SHALL BE INSTALLED ON A PROPERLY PLACEMENT IN EXPOSURE C AND/OR WIND-BORN " ---,T-- i--,1
PREPARED SUSGRADE.SOIL BEARING CAPACITY SHALL DEBRIS REGIONS 2x4 SOLE PLATE 2x4 SOLE PLATE
BE CAPABLE OF SUPPORTING A TOTAL SERVICE
14'WIDE
GRAVITY LOAD OF 530 PLF ALONG THE FRONT/REAR _ ROOR UNE IOU_ 10�CR LINE
ELEVATIONS, OPENING WIDTH L 3'-0'MAX. I 2'-Ol:" L f-II" L 2'-104" L 2'-1014"
OPENING WIDTH
SEAL
N; TYPICAL DOOR FRAMING DETAILS SKID PLACEMENT
O; K;/ `' AT LOAD BEARING WALL LOCATIONS
- . PT R
FBI i�
tic) F:=r_ ± k'�• PLOT DATE August 15,2013
�r J ROBERT R. DESMARAIS, JR., PE TYPICAL 0,4PE GOD STYLE SLED
STRUCTURAL ENGINEERING DATE 5/15/13 SCALE 1/4" = V-0"
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1410 NEWTON ROAD
01 LANCASTER,LANCASTER,PA 17603 REYI510NS P.N. 08 - 13
NEW YORKLICENSE No.084398 SHEET NO- 1 OF I
'U' UNAUTHORIZED REVISIONS VOID THIS DOCUMENT
:
,
_
Gate -Lands NIF of
Pat P
rick P: & Janice Vit10
P
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68511003
.5
Lands NIF of
George R. & doarine ''T. Sankey f`
Limps of O'" tee. JS �° Stockade Fence
Occupation Septic s c/ 8571'292 �.r f SX-
I
" Cover �7 0 ��m f j �o (Fallen Oyer).-
/' S8 Iron Pipe Found 4.IJ a 0, /f%
190 0.2'Below Grade O l 4�o v I
-700F once Board
/
Wood Ramp
Iron Pipe Found o � "Shed
0.2 Ab e
ove Grad �
c N' 77
rs/ PROPOSED SHED RELOCATION DETAIL
SCALE 1
/ stockade Fence
Lands:NIF of:,. r
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Kathien P. Orsak M.D, as .Trustee
e ,;.:,. : .
-
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of the. Katleen 'P.: Orsak, M.D" "Trust Area" _..20j f100 "square deet l
3703187 . Off, 4 creS
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� (Q.459 :Acres
) _ .
i
22Wood Ramp o j Shed
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Board NOTES:
��- 1, THIS.MAA WAS PREPARED WITHOUT THE BENEFIT
OF AN:ABSTRACT OF TITLE OR,AN UP-TO-DATE
TITLE REPORT AND IS'
SUBJECT TO FACTS .
CONTAINED Vmyl Pence .THEREIN
House " ' p" not ,_ �1/��
Tub 2. OFFSETS BETWEEN BUILDINGS :AND PROPERTY
LINES'ARE ROUNDED. 'TO THE NEAREST 0.5 THESE
wc.Unit / SHOULD NOT 'BillED To ESTABLISH SH" PROPERTY :.
/ Lamp LINES. 0000
Base} I
I Generator r
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a SUBJECT T S P
osx `',•,\; I ��.,,. cb 3. SURVEYED PARCEL .T S SU 0; EASEMENT" OF
Elec Meter / /_. 'RECORD
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Y`
2-$tory House s 4 RT T G
� • , NO:•PROPS Y .CORNERS WERE :SET SE AS A PART F
Landscaping THIS SURVEY, "
Co `` ,• �' Timbers Lands NI F. of
yor po��ti�: ff • Robin M: Kenny
53421300
Garage MAP "REFERENCE;
1 PEGGY ANN "PARK SUBDIVISION .
DATED; FEBRUARY 20,' '9975
Transformer Meter
CableT.V. Pe til BY: JOHN B. VAN DUSEN, LICENSED LAND SURVEYOR"
Pedestal •�-
aS� ?. rll� �! T n � "
y� I p l', ---,- �C �,,Cr FILED: MAY 0O; 1977
rv... /�.Iltr��.).J'i",riiYil r -
" _C�_,} BOOK .O MAPS NO, 109 PAGE 77
L
F'M P
I _
q. Lamp
. � '; I r_')(�rj�,�Lj :��i"�•.ti�`J ff II r�yC[,-- S9
c-
- u r` DEED REFERENCE:
Q��� Stone StGld1`
.•N wan 1. ,MARJORIE J. BRONK AND JUDITH
ro 1 ANNE BRONK
0 Q Landscapingf i.. TO
O% timbers EDMUND BRQCHU AND JAMIE BROCHU
�. . ti,
DATED,AUGUST,.31; 1995
<- I P- RECORDED SEPTEMBER 01, 1995
^1, � ;, L ;. � BOOK 956 OF DEEDS., PAGE 978
stone 1 1j i
Vj.
j
Transformer
`1_Cable,T.V.
v > Box 5s`� L�L6��5`/` LEGEND:
y, Phone .�
4� Box I = LOT NUMBERS PER MAP_ REFERENCE
= LAMP
0' = PROPERTY CORNER
."�.... Dater SEPTEMBER, 13, _201E
ij
. �;,� .�\_'". - "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY I �y =Scale '1"-�0, -
.. .. A-Al
MAP BEARING A LICENSED LAND SURVEYORS SEAL I$A p
Map of a .purvey made.:far
` .. VIOLATION OF SECTION 7201),SUB-DIVISIDN'2,OF THE _
. Vi. NEW YORK STATE EDUCATION LAW."
. - 'ONLY COPIES FROM THE ORIGINAL.OF.THIS SURVEY .
. t le "v e MARKED PATH"AN ORIGINAL,OF THE LAND SURVEYORS
SEAL.SHALL BE CONSIDERF,U.TO BE VALID TRUE COPIES.`
'CERIIFlCATWNS'IROIGARtD HEREON SIGNIFY VATH - I .rj,, T,�+
THIS.SRVEY WAS.PREPAREp IN ACCORDANCE THAT
THE iJ .i JrJS ar- _
ExNSiTNG CODE OF PRACTICE FOR LAND SII,RVEYORS ADOPTED -aii - .
' NEW YORK STATE;ASSOCIATION OF PROFESSIONAL
L `A..�. Imo..! .-u r_e y o"r ►J ._ LAND S RVEYORS.SAID CknonGA oil SHALL:RUN ONLY
. •.. TO THE PERSON FOR Vil THE SURVEY IS PREPARED,AND 8f-I,EEI"1 OF 1
_ ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL. _
A
AGENCY AND LENDING INShWITION LISTED"HEREON.AND Town Of Queensbury, Warren �aLUI , New YOrk = _
169 Ilaviland Road Queensbury,. New York 12804 TO:THE ASSIGNEES OF THE9 LENDING.INSTITUTION' M
. BROCHu G3034
(518)-.792=8474 New York .Uc. No. 50135
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