AST-000086-2017 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-000086-2017 Date Issued: Monday, September 25, 2017
This is to certify that work requested to be done as shown by Permit Number AST-000086-2017
has been completed.
Tax Map Number: 289.15-1-34.39
Location: 81 SURREY FIELD DR
Owner: ROGER GEBO,Elona Gebo
Applicant: ROGER GEBO
This structure may be occupied as a: Deck 243 s.f.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
//4---
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-000086-2017
Tax Map No: 289.15-1-34.39
Permission is hereby granted to: Most Building Services
For property located at: 81 SURREY FIELD 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: ROGER GEBO Deck $6,800.00
Owner Address: 81 Surrey Fields DR Total Value $6,800.00
Queensbury,NY 12804
Contractor or Builder's Name I Address Electrical Inspection Agency
Most Building Services
280 Lampman RD
Broadalbin,NY 12025
Plans&Specifications
Deck 243 s.f.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,March 23,2018
(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 Townofj�w sbury; Thu s ay arch 23,2017
SIGNED BY: C for the Town of Queensbury.
Director of Building&Code nforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION Received
DATE Tax Map ID y
TAX MAP ID # 53.3yon 259. 15-►-3y 39 Permit No. ic - Or
PermitFee
ZONING Reo F Y)VQ\U
HISTORIC SITE —Yes _No .39 rovals
SUBDIVISION NAME s Lj r, F►ELD Lot# 1'
APPucANr 1?oXEL+RPPA 6ERD OWNER (Z06Er4+Ebf>PA (EM)
ADDRESS S SLjIzMY FIELD PEWC- ADDRESS Dg( SL)2FEV FIaP DQIVF_
�s�Eusr��RYitiY Izeoy GUus� VOW';W IzBoq
PHONE _ 516 -71Z- 5'2'18 C
PHONE /► 9 7'IZ- 8'2'q 0
CONTRACTOR My 67- k3LjILDIN6 5ay/cE s COST OF CONSTRUCTION(ESTIMATED): $ ,C v Q v00 ±
ADDRESS: Z 3 0 LA WM AW VD 6'UILDING ADDREss: 81 Su lzmy FIELD D/?I V L;
BROAVALl W10 170257
2
PHONE: G 2 LL 3L5 -16261 c)FF• aW -8813
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE R bGER GEBJ PHONE '
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 1"floor sq,ft. 21"floor sq.ft, Total sq.ft. Height
Boathouse with Sundeck
Deck Z43 4>t- 23fin
Detached Garage(#of cars_)
-- -- - _..
Dock ""--
r,=
Pole Barn
Porch-open
Porch-3 season,Covered,Enclosed
Shed +; - -
k"
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 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: 14�G�R 6t�B� Date: /7
Signature: Date: 3 7
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
SEPTIC SYSTEMS AS PER CONTRACTOR'S SKETCHES
----
Mr. Roger E. Gebo
81 Surrey Field Dr.
Queensbury, NY 12804
i
_ Ilk _ 3)9V/�7
MAR 0 9 2017
U rpt
R
TOWIJ OF QUEENSBURY
g BUILDING & CODES
93.
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A
AREA
7,323.72 sq ft l
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q. �h
0 0
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C 2jS
�S3 J�p
289.15-1-34.39 AST-000086-2017
Gebo, Roger & Elona /
81 Surrey Field Drive 243 s.f.
Deck
289.15-1-34.39 AST-000086-2017
Gebo, Roger & Elona
81 Surrey Field Drive
Deck 243 s.f.
' �It - ---- FILE COPY
t i ---- —---- -- -- ------- —- TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination,compliance
with our comments shall not be construed as
indicating the plans and srliications are in
�?
full compliance with the Building Codes of
Ei New York State.
I D0 W E
'I
2017 j �J
T01101 OF QUEENSBURY
B 'II-DiNG & CODES
TOWN OF QUE _ —
BUILDING & C D > ' Mr. Roger E. Gebo
D / 81 Surrey Field Dr.
Reviewed By: Queensbury, NY 12804
Date:
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i FLOORS FLOORS
hl kk in accordance with ASTM D 7032. Plastic-or-composite R507.3.3 Decay resistance. Plastic composite deck
t"1 ` 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 = z_ STAGGER FASTENERS
'
IN 2 ROWS
the maximum allowable span determined in accordance resistant in accordance with ASTM D 7032. " N
I S'll' with ASTM D 7032. R507.3.4 Termite resistance.Where required by Section
Y �>
lastic com osite deck boards, stair treads, guards 5.5"MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO
k R507.3.2 Flame spread index. Plastic composite deck 318 p p
ks'{ IG boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or other Mode ^a 5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS
O 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
E flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance`; REDUCED TO THAT OF LAG SCREWS
dance with ASTM E 84 or UL 723 with the test specimen with ASTM D 7032. T,t TO ATTACH 2 X 8 LEDGERS TO 2 X 8
remaining in place during the test. 507.3.5 Installation of plastic composites. Plastic com 2"MIN• BAND JOISTS.
p p ` LEDGER LAG SCREW OR BOLT 3/4"MIN.
Exception: Plastic composites determined to be non- posite deck boards,stair treads,guards and handrails shall t ;
combustible. be installed in accordance with this code and the manufac ;gf
I i'I turer's instructions. For SI: 1 inch=25.4 mm.
FIGURE R507.2.1(1)
-f4 ` PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
I i
((I TABLE R507.2
CI i DECK LEDGER CONNECTION TO BAND JOISTa,b i4
(Deck live load=40 psf,deck dead load=10 psf,snow load<_40 psf)
}
JOIST SPAN ,
i CONNECTION DETAILS 6'and 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'
SHEATHING
On-center spacing of fasteners f SIDING
I �.Y,..:°.. NOTE:
1pl i
'/,-inch diameter lag screw with'/,-inch 30 23 18 15 13 11 10 }i
THIS DETAIL IS APPLICABLE
maximum sheathing`'d r�� WHERE FLOOR JOISTS ARE FLASHWATERTNG TIGHOTNESS
PARALLEL TO DECK JOISTS.
'/,-inch diameter bolt with'/1-inch maximum
a 36 36 34 29 24 21 194 DECKING
o+ , sheathing t, .
�oIIA '/ inch diameter bolt with 1-inch maximum 4J: �
,,,Ilil ,-'::• z e. 36 36 29 24 21 18 16
sheathing k
For SI: 1 inch=25.4 mm, I foot=304.8 mm,1 pound per square foot=0.0479 kPa.
APPROVED JOIST HANGERS
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. a "{ 2"MIN. ° 2x LEDGER WITH FASTENERS
' III IiS b.Snow load shall not be assumed to act concurrently with live load. o IN ACCORDANCE WITH TABLE R507.2
c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. £�
II lie: d.Sheathing shall be wood structural panel or solid sawn lumber.
e. Sheathing shall be permitted to be wood structural panel, sum board,fiberboard,lumber or foam sheathin .U to J/-inch thickness of stacked washers :;� HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
p gyp g P z FLOOR JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED
shall be permitted to substitute for up to�/z inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing-
shall � Y y ALONG DECK AND ONE WITHIN 24"OF EACH
J ,! END OF THE LEDGER. HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
?�A
A FULLY THREADED 3/8"DIAMETER LAG
SCREW PREDRILLED W/MIN.3"PENETRATION
TABLE R507.2.1 TO CENTER OF TOP PLATE,STUDS,OR HEADER.
1' ;"ii' :. v
PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AN BAND JOISTS
For SI: 1 inch=25.4 mm.
P MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS #y ,
1+� TOP EDGE BOTTOM EDGE ENDS ROW SPACING FIGURE R507.2.1(2)
e >,,•u.'
PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
l Ledgers 2 inchesd 3/4 inch 2 inchesb 15/8 inches' 4
Band Joist` 3/4 inch 2 inches 2 inches ip
b 15/8 inchesb
For SI: 1 inch=25.4 mm. "
IiJ a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). r "
�( b.Maximum 5 inches. r
Ytr{II; c. For engineered rim joists,the manufacturer's recommendations shall govern.
f
4;r J d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1(1). F
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011 150 2015 INTERNATIONAL RESIDENTIAL CODE® U ? 2015 INTERNATIONAL RESIDENTIAL CODE® 151
civ{; :.,.