AST-000187-2017 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-000187-2017 Date Issued: Friday, December 1,2017
This is to certify that work requested to be done as shown by Permit Number AST-000187-2017
has been completed.
Tax Map Number: 302.5-1-26
Location: 16 JUNE DR
Owner: Donald Swinton
Applicant: Donald Swinton
This structure may be occupied as a: 3-season porch 168 sq.ft.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the /J
property owner of the responsibility for compliance with Site Plan, �VJ
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
41ib Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000187-2017
Tax Map No: 302.5-1-26
Permission is hereby granted to: Morgans Property Management
For property located at: 16 JUNE 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
Tvne of Construction
Owner Name: Donald Swinton Deck $14,100.00
Owner Address: 16 June DR Total Value $14,100.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Morgans Property Management
117 Stone Bridge RD
Pottersville,NY 12860
Plans&Specifications
3-season porch 168 sq.ft.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,September 11,2018
(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 ex ' ation date.)
Dated at the Town of ueensb Po
n a , ember 11,2017
SIGNED BY: / for the Town of Queensbury.
Director of Building&Code Enforcement
ACCESSORY STRUCTURE APPLICATION v vV
Received
DATE Tax Map ID
TAx MAP lD �D�?..S -!-a Permit No.
c_
ZONING Permit Fee r
Rec Fee
HISTORIC SITE Yes No Approvals
SUBDIVISION NAME Lot #
ti A
LICANT L/ ) E.(,?�/L I U� OWNER 0A)0;(2) W I IV Mk)
APP
ADDRESS �o J U JV _b(Z ADDRESS I (o ',S �l f�C_: Pte,
PHONE " C�� If SIR R� PHONE L -�
CONTRACTOR /-IBJ C 1'C G�f 7"( M�� -COST OF CONS TRUCTION(ESTIMATED,: $- � ��c� E?,--
ADDRESS: _1 `7BUILDING ADDRESS: 1 (L(Gtr �►/)V`�
��--t-�VS U( f-! � -� f l Z �r6J !Yl+al�G-sl'✓S�'C��lt-l�'14�v�_�"1t.�- � ��L�
PHONE:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE I -ZCfq
TYPE OF CONSTRUCTION D
Check all that apply Please indicate i�sr ments as required belo
Boathouse Is'floor sq.ft. 2nd floor sq.ft. TC 1fVN Q1it@WC- JSBU Y Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars _ )
Dock
Pole Barn
Porch -open
**Porch—3 season,Covered, Enclosed y
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 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: Sf,u ( Q-TV A-% Date: %
Signature: -v� Date:
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
June: Drive
17
a
Property ;_itis
Porch Slab Addition211
x ' io ;' — ,peptic Tank
TOWN OF QUEENSBURY `•,
BUILDING DEPARTMENT
81115ed on our limited examination,compliance',,
"'e with our p�.tkglRtraed as
!t d �and spedfiications are in
`* . . rage - C�Ct�����,�ica'nce with the Building Codes of
Bream. sway Existing Foundation Slab
00
4 -_
2 9
�-- Vell Head _.�---_— - -- - _ {�+ f
_ _ gt
�--`-'' ----- - - .17 10 20
_ 16 .dune DR Queensbury NY 12804
Map ID#302.5-1-26
North Elevation Drawing a��
if TOVVMI OF QUEEtj'SSURY
CXG`�
East Elevation Drawing West Elevation Drawing
ISO Structural Detail View
xa�
ANA
c
,,,n
East Structial Drawing
20'
1'4" 2x8" Roof Joist 2"x10" Ridge Beam
Paired 2x6 Timbers
rn
M
M
un 2"x6" Collar Ties
r-r
N 2"x4" Ceiling Joist to Support 1/2" Paneling
2"x6" Ledger Board For Ceiling bolted to current wall.
in
�r 7'-3 1/2"
Screened Openings
New Slab Set 3 1/4"
Below Top of Current
N
Steel Adjustable Post Base
_ 6" Poured 3000 PSi Concrete with 2"x2" welded wire grid
8" Steel Rebar Reinforced Poured Concrete Post
sf22 footing form
8'-0"
North Structial Drawing 10'-6"
2"x8" Douglas Fir#2
Roof Joist 16" on Center
3/4 Plywood Roof Sheathing with Rated for 60 LB/FT Snow Load
Asphalt Shingles to Max Current Roof 7/12 Pitch Roof
12'
Z "x6" Collar Tie Huricane Tie
H2.5A
Extra Blocking and Metal Tie
1'-4"
2"x4" Joist
Tripple 2"x6" Carry Beam
co
i\ Threaded Steel J-Bolt 2'-011 2'-1 1/4"
Tied to Rebar in Post 1
io
i (V
Li fD
t
619" 6'-911 61911
� y 7
21'
2" min of Crushed Stone
Under Slab (Size 1" Minus)
Cc I*
DATA SHEET -
!WEDGE SYSTEM:ACCOMODATES ALL r-uALL,
SQUARE FOOT I MEDUIM AND LARGE CONSTRUCTION TUBES I
SIZES 8" & 10"
RIBS FOR I AIR VENT HOLES
STRUCTURAL I
INTEGRITY
CI AT AnCA
INCREASES
RESISTANCEF
TO UPLIFT I 10"y I
16.6"
w ( (42 cm)
REBAR TIE HOLES �--�
ON EACH CORNERI
rt� MINIMUM EDGE
Mom
THICKNESS 6"
I ( INCREASES BEARING
CAPACITY&
STRUCTURAL
INTEGRITY
SF 22
22','(56 cm)
23.5"W/Hauge
(60 cm)
Concrete QTY(1)Footing Conversion
Model# I Volume I 4 Bags 160 LB.Bag=0.50 CuFt
3 Bags 30 LB.Bag=0.66 CuFt
SF 22 2.0 CuFt 0.07 Yards 1 Cubic Yard=27 CUFt '
*If you are placing more than 4 footings,we strongly rec-
rniVrRETE TVDE a.�_._. �_.. �•
iorfinjen rout you or-der reui-iy►iX concrete and pour yout,
1 MINIMUM 3000 PSI footings and columns all together.
*There is a"delivery surcharge"for each time you order-
concrete-make sure you calculate concrete QTY for your
project so you only have to order once!
DO NOT UNDER ORDER!
' .Scund Fo:t:ng,.LLQ: .3,7 T3I..^.tt Ro.-d,W;I:iston,VT 05495 Te:: 802 7642323 Fax: 802 7645605
PRESUMPTIVE_ LOADBEARING VALUES OF FOUNDATION MATERIALS
FOR
MODELS SF 22, SF 28, and SF 32
Soil Description Allowable Soil TB 22 TB28 TB 32
Bearing Pressure Allowable Load Allowable Load Allowable Load
psf(kPa) lbs. (kN)- lbs. (kN) lbs. (kN)
Soft Clay 1,000 psf 3,360 5,440 7,100
(47.88) (14.9) (24.0) (31.6)
Clay, sandy clay, silty clay 2,000 psf 6,720 10,880 14,200
& clayey silt (95.76) (29.9) (48.4) (63.1)
Sand, silty sand, clayey sand, 3,000 psf 10,000 16,320 21,300
silty gravel and clayey gravel (143.64) (44.5) (72.6) (94.7)
Sandy gravel or gravel 5,000 psf 16,800 27,200 35,500
(239.40) (74.7) (121.0) (157.8)
I Sedimentary Rock 6,000 psf 20,000 32,640 42,600
(287.28) (88.9) (145.2) (189.4)
Crystalline bedrock 12,000psf 40,300 65,280 85,200
(574.56) (179.2) (290.4) (378.8)
1) The allowable loads shown conform to BOCA National Building Code, 1996 Section 1804.3.
2) Minimum concrete compressive strength shall be 3000 psi at 28 days.
3) Gravity loads include only dead loads(weight of construction materials) and service loads such as snow
loads. Pier design and their ability to resist lateral and uplift loads is beyond the scope of this table.
4) Piers requiring design for earthquake loads shall be designed by a qualified Professional Engineer.
5) Maximum lift when pouring concrete is 16 inches (40.64 cm).
6) Sound Footing footing forms are not intended as a substitute foundation system for the full foundations
commonly used under residential housing unless they have been designed to do so by a qualified
professional engineer.
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aP N . 567
s� S-T
TABLE 2
k. S[11 CSW LOADSIcvun
=ES5e
Wan-en Couanty
New York
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RICON
Legend
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b
Snow1oads
Ij
BOLTON
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a
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Counly C7 Municipal Boundaries
rHU(2fv1AN m
County Boundaries
co
LAKE
` ;GEORG y Washington
< founiy
S i ONY
CREEK
LAKE
LUZERNE OUEENSBURY DATA SOURCES:
Warren County Fire Pmoeritton
and Building Code Enforcement
,Varrc-i County Planning
b
"I Mao prepa,ed by Vie Warr+n Cnu7dy
JCII"QtO r� v15 Ptot�am -r Mar i 2011
County r, 7RRTAVTtlo7tY AW Dl:LAtKr
a �l
r.:..,-_... 3:' r ±`• SC
;44;7tW. AND{k.N''YLF#%1*03 SNO �/N'ES OFA
..AWN'EES E.•R ':s �: 7R A'P-ED ICV.CW4
Fulton EtY+4'94A3fR NO --0- OF W fOR A
- r 44r[;S..AR Pt�'JSE{•� VPY�N_EFBr,4$MAP AND T14
County FS=r.Ff.'f.n:)N CaJr - 11EE
TAMDVFMN LIERA3S.. S K:
4N
AMERICAN WOOD COUNCIL
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Codes & Standards > CalCLIlators & Software > rlaximumSpan Calculator for Wood Joists and Rafters
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