97-275 BUILDING PERMIT
VALUE $ 1500 TOWN OF QUEENSBURY No.
TAX MAP NO. 125 . —9-78 WARREN COUNTY, NEW YORK 97275
I � �
P RMI SIGN is herleby gran to REESE , JOH-N T.
OWNER of property located at 4 MTCHELE C-OU-RT Street,Road or Ave.
in the Town of Queensbury,To Construct or place a DECK
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
4 MICHELE COURT
QUEENSBURY, NY 12804
2. CONTRACTOR or BUILDER'S Name
REESE, JOHN
3. CONTRACTOR or BUILDER'S Address
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
( )Wood Frame ( I Masonry ( )Steel IDFCK
7. PLANS and Specifications
25u°'SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS
8. Proposed Use
DECK
$ 24 PERMIT FEE PAID —THIS PERMIT EXPIRES June 10 19 99
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 10 Day of June 19 97
SIGNED BY ` �� for the Town of Queensbury
Building and Zoning Inspe r
it,fr /VG,
TOWN OF QUEENSBURY Fee Paid
BUILDING & CODES UEPARIMEN"f IIRAV mit 2g 1997 Perini I I/ 17J 3-�`<
.10._ APPLICATION FOR: PORCHES-DE KS- ?
DOCKS & BO/�Ttit�3�1+ i.tL�;; ,tif�Y Est. Cost �f �
J_ BUILDING AND CODE
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF THE FOLLOWING:
The undersigned hereby applies for a Building Permit to do the following work which will be
done in accordance with the description , plans and specifications submitted, and such special
conditions as may be indicated on the permit. 1WO SETS OF STRUCTURAL PLANS SHALL BE SUBMITiE
WITH THIS APPLICATION.
Owner of Property: tin. T. /22t;S - GO: 753-W)"/
csaS7
P.O. Address L( /tG(rJImo. �-r,,fcf t 0O /LS v�vye ll d' 06) Y Phone /; ? 73- tr2(8-
Property Location 9v►41— Tax Map Il la5-aj - -2g
___Subdivision-Ndine" ( I1 api l-icable)- —6o.l6t-d-S)�-r4r$-= LL -
PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES:
Name: •cf-;Lih (ee.e5-e=- Address 4 /I1 ec .L Cow'-f--- Phone# 79.'-'
. C�v -Is it/r-
. SPECIFICATIONS:
Type of work to be done: Porch 4010 Dock BoatiKuse� (Circle one)
Size of Structure to' be built (square footage) : a �� f6 �6
Foundation Material : Width Thickness
Depth of Footing, below grade: qSq
Size of Posts or Studs: if x x./ - x Long --
Size of Floor Joists: x g x Span
Decking or Flooring Material : ,S�� ( ' p
How will Porch or Deck be fastened to building? L-A,JpyP
If Roof Will Be Installed, Answer -Followi-n -estions: - //./bcr
Size of Posts o Studs: x x Long .
Roof Rafters: Spacing Span
Roof Trusses (pro-e a-rre ed spaci Span
Type of Roof:Sloped Flat Shed Oilier (Circle one)
Material o • Roof:
ZONING INFORMATION:
TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached
hereto, showing clearly andstirictly all buildings, whether existing or proposed and
indicate all set back dimensions from property lines. Show location of water supply and
location and configuration of septic disposal area.
6-3/9(1( ST` 'c>Size of Property: / ft. x / 7 '
u6 -a� s� n ft. x ia�.��r ,r176.aa
Existing building(s) : Size ft. x ft.' li3I'f sy r rF
Size ft. x ft. ?
Use of Existing building(s) : piw 7;7d.,c.,_ -y- ( c„ ,�LA-
Proposed structure, distance from property line:
Front yard rv/k ft. Rear yard 5-.6 r ft.
Side yards 51.5"e ft. and N/,9- ft.
If on corner, setback from side street: 4, L4,- ft.
DECLARATION
•
To the best of my knowledge and belief the statements contained in this application,
together with the plans; and specifications submitted, are a true and complete statement
of all proposed work to be done on the described premises and that all provisions of the
Building Code, the Zoning Ordinance, and all other laws pertaining to the proposed work
shall be complied with, whether specified or not, and that s h work is authorized by the
owner.
DATE: c5P511,7 SIGNATURE
e O n )Owner' s Agency, r i • -, Contractor
REVIEWED BY CODE ENFORCEMENT OFFICER, DATE (� /i f7 SIGNATURE
RESIDENTIAL FINAL INSPECTION REPORT
(A/5/31
Office No. (518)761-8256 Date inspection request received: .`c4=No i:.
Building& Code Enforcement
Dept. of Community Development Arrive am/pm Depart�,i
Town of Queensbury Inspector's Initials
742 Bay Road
Queensbury,New York 12804
CI- til --
NAME Ce_c\ ---.C) PERMIT#LOCATION L ' ��`>� l S.�( � DATE — —
TYPE OF STRUCTURES
N/A YES NO COMMENTS
Chimney HeightP'B"Vent/Direct Vent Location �P —
Fresh Air Intake � s`
Plumb Vent through roof
Roof Complete / Dc l� CJ-tv&tP I&Lk A V tL
Exterior Finish Complete /
Interior/Exterior Railings 30"to 36'Exterior Handrails,balconies,lan • g 18 ' . or more 642 D
Interior Handrails stairs both sides 3 or more risers l,gY°66.
Grade 2%away from foundation
8"clearance to sill plate C CcC—g<
Gas Valve`shut-of exposed/regulat•r :"above grade G—ow�A.
Gas Furnace shu ff within 30 feet e within line of site ,J dio G44l4,
Oil Furnace shut-o entrap • • furnace area /v'1 /AJC 0060
Furnace/Hot Water Heater operating
Relief Valve(s)installed kg(, Arr., /-CC'R J Ji i /
Headroom,6 ft.6 in. on stairs �+ ��U j.��
Basement stairs,6 ft.4 in. �1��`JF D
Handrail exterior stairs both sides ffore than 3 risers l
Interior privacy/trim/doors/main entrance 36" ��� l( / d
Floor Finish
Bathroom/Kitchen watertight G X / •2—
Interior Handrails Balconies/Landin 18 in. or more
Railing across window in stairwell.
Smoke Detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofmg
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing 18"or less from floor
Final Electrical
Site Plan/Variance required
Final Survey Plot Plan
As Built Septic System layout required
Okay to issue C/C(Certif. of Compliance)
Okay to issue temp. C/O(Certif. of Occupancy)
Okay to issue permanent C/O(Certif. of Occupancy)
. . ..,
or 7 _, o„,2. _ i__ __..,_________7_ • . ' . .
TrOPitlYaNitURY BUILDING 4 DEPARTMEla - ' .-FIFCEN ED
, DAtaa'ar=g8A • •
: - not be construed as indicating the WIAY IOW 29 1997
'• : plans and specifications,are in tull
•. compliance with the code.
. .
NsV,
D*':ifittY
FILE C-OPY. - -
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REVIEWED 3Y - '446 ' - CURTIS LUMBER DESIGN CENTER
BATE. ',A 175 BROAD STREET
GLENS FALLS, NY
CUSTOM VIEW
CUSTOMER -- JOHN REESE
DATE 05/28/97 REF JJR38718
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CURTIS LUMBER DESIGN CENTER .
175 BROAD STREET
GLENS FALLS, NY
R6-0/50 fi/e/A/ 07// '7 JPC----
PLAN VIEW CURTIS LUMBER DESIGN CENTER
CUSTOMER -- JOHN REESE 175 BROAD STREET
DATE 05/28/97 REF JJR38718 GLENS FALLS, NY
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Load and support :
Your deck will support a 52 PSF live load. Posts have 48"
below-ground post support.
Deck and post height
You selected a height f 36 rom the top of decking to
level ground. Therefore, th op of the deck support posts
will be 25.25" above level ground. Your salesperson can
provide information for uneven or sloped ground.
Joists :
Set joists on top of beams, 16" center to center.
Be sure to follow the deck construction detail available from FrP \b--
your store salesperson.
JUN..111997
Note ; The design requires knee braces, beam splices and bridging �n , �.�:.
between joists. Your materials list includes the necessary items. TOWN�y`',``AI D�;';36JRY
The suggested design is not a finished building plan. You are
BUILDING AND CODE
responsible for all measurements being correct, for verifying that
the design (and any substitutions or modifications that you make)
meets all local building codes and requirements. To verify that
the suggested design, and any substitutions or modifications, is
consistent with conditions at the construction site, review the
design with your architect. Also consult your architect for proper
construction and use of materials in the structure.
RESS ANALYSIS
1STOMER: JOHN REESE
TE: 05/28/97 REF:JJR38718
.LESMAN#8607
AMBER STRESS FACTOR COMPOSITE
'PE FACTOR LOAD LOAD
I S 2X10 DEFLECTION 85 PSF -
• 16IN ENDING 87 PSF
EAR 104 PSF
SION 140 PSF 85 PSF
;AMS 2-2X10 DEFLECTION 327 PSF
BE NG 111 PSF
EAR 63 PSF
17 1 PRESSION 135 PSF 63 PSF
)LTS '1/2IN SHEAR 1463 PSF 1463 PSF
?STS 04161 STABILITY 328 PSF 328 PSF
TOTAL LOAD 63 PSF
DEAD LOAD 10 PSF
LIVE LOAD 53`PSF
RINGER 2X12 DEFLECTION 276 PSF
BENDING 231 PSF
SHEAR 166 PSF
COMPRESSION 645 PSF
TOTAL LOAD 166 PSF
DEAD LOAD 10 PSF
LIVE LOAD 156 PSF
SOLD TO: CASH ACCT-PRJ: CASH-000
INVOICE•#: 970547101070
DATE: 05/28/97
TIME: 11:30:40
SHIP TO: REESE,JOHN SALESMAN: JEFF J
793-8718 DELIVERY:
ROUTE:
**QUOTE UDTE******* ***QUOTE** * QUOTE
** EXPIRATION DATE - ** 1007-65 PAGE 1
**QUOTE***************QUOTE**************QUOTE**
ITEM QTY U/M DESCRIPTION U-PRC PER NET AMT
QUOTE ID: JJR38718
5616T 35 PC 5/4X6-16' .40 TREATED 9.430 PC 330.05
2416T 10 PC 2X4-16' .40 TREATED 8.790 PC 87.90
2414T 10 PC 2X4-14' .40 TREATED 7.160 PC 71.60
2614T 1 PC 2X6-14' #2 & BETTER .40 TREATED 10.650 PC 10.65
2616T 1 PC 2X6-16' 42 & BETTER .40 TREATED 12.050 PC 12.05
4414T 3 PC 4X4-14' .40 TREATED 15.390 PC 46.17
4416T 3 PC 4X4-16' .40 TREATED 18.970 PC 56.91
4410T 1 PC 4X4-10' .40 TREATED 11.990 PC 11.99
21212T 2 PC 2X12-12' .40 TREATED 22.830 PC 45.66
568T 5 PC 5/4X6-8' .40 TREATED 4.730 PC 23.65
21016T 20 PC 2X10-16' .40 TREATED 21.530 PC 430.60
2612T 1 PC 2X6-12' #2 & BETTER .40 TREATED 8.130 PC 8.13
5614T 2 PC 5/4X6-14' .40 TREATED 7.430 PC 14.86
4412T 1 PC 4X4-12' .40 TREATED 13.570 PC 13.57
210214 22 EACH JRSX 2x10-12-14 JOIST HANGERS 0.660 EACH 14.52
M516GDN 3 EACH 51b. 16D MAZE PTL NAIL 10.590 EACH 31.77
5212XT 3 EACH 250ct 2-1/2" XT SCREWS 11.790 EACH 35.37
126LB 8 EACH 1/2X6 ZINC LAG SCREW BOX 25 0.850 EACH 6.80
4896THD 6 PC 4x8 HEAVY-DUTY TREATED LATTICE 11.990 PC 71.94
2 5/8" SPACING
4896TL 4 PC 48"x96" TREAT.LAT.2-5/8" SPACIN 6.690 PC 26.76
126CB 36 EACH 1/2X6 ZINC CARRIAGE SCREW 25 0.750 EACH 27.00
128AB 4 EACH 1/2"X8" ANCHOR BOLTS 0.990 EACH 3.96
1243 4 EACH 4X4 ECONOMY POST ANCHORS 3.490 EACH 13.96
128CB 8 EACH 1/2X8 ZINC CC SCREW BOX/25 0.990 EACH 7.92
10ECT 2 EACH EA. 10"X12' EASTERN COMET. TUBE 10.990 EACH 21.98
80CM 13 EACH 804 CONCRETE MIX (GRAVEL) 2.690 EACH 34.97
8TPG 2 EACH EA. 24-1108P #8 PACK. (GAO) 2.590 EACH 5.18
12N 44 EACH 1/2-13 NC ZINC HEX NUT B/50 0.120 EACH 5.28
'SOLD TO: CASH ACCT—PRJ: CASH-000
INVOICE•#: 970547101070
DATE: 05/28/97
TIME: 11:30:40
SHIP TO: REESE,JOHN SALESMAN: JEFF J
793-8718 DELIVERY:
ROUTE:
**QUOTE QUOTE******* *QUOTE** * QUOTE
** EXPIRATION DATE — ** 1s,s7-65 • PAGE 2
**QUOTE***************QUOTE******4-11-*****QUOTE** .
ITEM QTY U/M DESCRIPTION U—PRC PER NET AMT
12W 52 EACH 1/2 FLAT PLATED WASHER 0.090 EACH 4.68
EST 1 EACH ***'Curtis Lumber does not guar 0.001 EACH .00
—antee that listed products will
be sufficient to complete custo-
-uer's project. Customer should •
re—check all quantities.
Prices on this quotation are
in effect only for 7 days unless
otherwise stated on this docu.e-
-nt.
•
SUB TOTAL 1475.88
WAR 7.00% SALES TAX 103.31
TOTAL 1579.19
. - ' •• _
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MAP REFERENCE:
HERALD SQUARE PHASE II
BY VANDUSEN & STELES
DATED MAY 1992
REVISED MAY 21, 1992
j -LOT 74
3
0
8
LOT 79
S 86'21 '23 " E
176.02'
i
I
I
44.72'
0 1
LOT 7,5 t` '
tcl) LOT 78
�o N 23, 941 SQ. FT
j
175 00 , SEPTr 11
N 80 ,10 43
r
W
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LOT 76 i
t1
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i LOT 77
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NO DRI VE,
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I HEREBY CERTIFY TO '
JOHN T. REESE
GLENS FALLS NATIONAL BANK AND TRUST COMPANY,
IT'S SUCCESSORS AND/OR ASSIGNS
CHICAGO TITLE INSURANCE COMPANY
THAT THIS MAP WAS MADE FROM AN ACTUAL SURVEY ON
THE GROUND ACCORDING TO RECORD DESC"TIONS AND
SHOWS LOCATIONS DF BOUNDARIES AND IMPROVEMENTS
ON THE PREMISES AND THERE ARE NO ENCROACHMENTS
OTS�` •SF�OWN.
s�
LE N S
•t2, 1993
•' ,f Of NE`N � •'
I
'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY
MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A
VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE
NEW YORK STATE EDUCATION LAW
'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY
MARKED MATH'AN ORIGINAL OF THE LAND SURVEYORS
SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.'
'CERTBTCATIONS INDICATED HEREON SIGN;FY THAT
THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE
MSTIIG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED
BY THE NfW YOM STATE ASSOCIATION OF PROFESSIONAL
LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY
TO THE PERSON FOR WHOM THE SURVEY iS PREPARED. AND
ON HIS BEHALF TO T}IE TITLE COMPANY. GOVERNMENTAL
AGENCY AND LENDING INSTITUITION US70 HEREON. AND
TO THE ASSIGNEES OF THE LENDING INSTITUTION.'