97-307 BUILDING PERMIT
VALUE $ 0 TOWN OF QUEENSBURY No. 97307
TAX MAP NO. 145 . -1-3 WARREN COUNTY, NEW YORK
PISSION is hereby granted to QUEENSBURY, TOWN OF
OWNER of property located at BIG BOOM ROAD Street, Road or Ave.
in the Town of Queensbury,To Construct or place a PICNIC SHELTER
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
2. CONTRACTOR or BUILDER'S Name
NU—TECH CONSTRUCTION
3. CONTRACTOR or BUILDERS Address
TIM BARBER
QUEENSBURY, NY 12804
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
( )Wood Frame ( 1 Masonry ( )Steel ( )
7. PLANS and Specifications
PICNIC SHELTER AS PER APPLICATION
8. Proposed Use
PICNIC SHELTER
$ 0 PERMIT FEE PAID —THIS PERMIT EXPIRES June 12 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.)
12 June 97
Dated at the Town of Queensbury this D y f 19
SIGNED BY SC" for the Town of Queensbury
Building and Zoning.Inspector
Building Permit pp A. lication 687— 7isc'elft'
Town of Queensbury - Dept. of Connnunity Development, 742 Bay Road, Queensbury, NY 12804 [761-82561
!NOTI_o BUILDING & .CODE ENFORCEMENT
CE]ICE - Requirements prior to issuance �2 _
A permit must be obtained before of this permit: PERMIT FILE NO. 7 J0 P
. beginning construction. .No inspections '
str
will be made until applicant has received ❑ Zoning Board Action • .PERMIT FEE PAID$
a VALID BUILDING PERMIT. All Area /Use
applicants' spaces on this application 'RECREATION FEE PAID$
• MUST be completed and.the signature El Planning Board Action •
of the applicant must appear on the REVIEWED BY:
SPR / Subdivision /Other Building Inspector
application form. mad pm.
Recreation Fee Payment
Applicant: • • ,-- ' Owner: eFnAiil a/c- 4;;9," -,i/r 6,7.
• Address: 77. D1( /9 J rilPer5i tiS/li a ddress: YV/Z /� /G&.
Photo # {$ G �
Properly Location' , [Col 4r4 &,cjab 64.D •
1llIl1IINIHlllll Mow Tim Mop Nn :her,.,, - -dp--�. ..__ ,
11061100 Illuel{ I u1
• N11TlIflN OF. PROPBRND WORK I • ESTIMATED MARKET VALUE OF T1111 D®
. New Building: CONSTRUCTION: $ 6. 5a.m —�
residence / commercial
Addition to Building:
residence. / commercial OCCUPANCY INFORMATION:
Alteration to Building: . Primary Building -
residence / commercial Single Family_pwelling.
Residence /t Commercial Two Family wellf 1MIV
no change to exterior size . . Familyl l fngv y
w (Aber Work a ribe below), Mercantile JUNI .111997
c / c y� 1 7 Manufactu ing
GROSS AREA OF PROPOSED STRUCTURE: Other • TOVV' ' UN". a`9RY
1Uit_i7{{v AND CODIE
1st Floor 5 sq. ft. If ADDITION, what will use
2nd .Floor of new additJi n be? :
sq. ft. �, 9
Other Floors sq. ft. /
(not unfinished cellar or basement)
ACCESSORY BUILDINGS: •
Detached Garage 1, 2 car
TOTAL FLOOR AREA: ;'" 5 SQ. FT. Attached Garage 1, 2 car
Private Storage Building
.SIZE OF NEW STRUCTURE: Commercial St age Building
Other
FEET X tD FEET
Foundation' Type: A/a/r Will any second-hand or ungraded
' Number of Stories: lumber be used? If so, for what?
(habitable space only) /Y 2
Height (grade to ridge) : feet TYPE OF HEATING SYSTEM:
Number of fireplaces and/or woo stove (circle all which' applips) ft�/,
to be installed: f .7,4i - Electric / Oil / Gas //Wood
Forced Hot Air / Baseboard / Other
Person respo ible for pervision of work as regards to building
codes is : ,s /� L 3cc� 4r'o✓c_
At�a me /Addrease Phone `' '
Builder: /'(LPV11 1 , . •
• Plumber: /�/,/,¢
. .\ Mason: •
Electrician:
DECLARATION: Please sign below after you have carefully read the statement.
To the best of my knowledge 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 noted, and
that such work is thorized by the owner. Further, it is understood that I/we shall submit prior to a
Certificate of cupancy' Certificate of Compliance being issued, an AS BUILT PLOT PLAN by
: ::
s. ey dra to scale howing actual location of project on premises.
re: /✓/
n' wner' age , architect contractor))
(518)761-8256
TOWN OF QUEENSBURY
.
BUILDING & CODE ENFORCEMENT
742 BAY RD., QUEENSBURY NY 12804
INSPECTOR'S REPORT: ARR( 1I" DEPART INC*
REQUEST FOR INSPE2' ION RE EIVED:
NAME 6Ve0q /j' -
LOCATION /3 01 p ^�
DATE g ( PERMIT # !7-3o /
TYPE OF STRUCTURE:
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE .CONTRACTOR IS RESPONSIBLE FOR
PROVIDING PROTE TION FROM FREEZING
FOR 48 HOURS FOLLOWING PLACE-
MENT OF THE CONCRETE.
MATERIALS FOR THIPURP E ON SITE
FOUNDATION/WALLPOUR
REINFORCEMENT IN PLACE _
FOUNDATION/DAMPPROOFING _
BACKFILL APPROVAL
PLUMBING VENT/VENTS IN PLACE _.
ROUGH PLUMBING _
PLUMBING UNDER SLAB _
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
AIR INFILTRATION BARRIER
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R- y
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN
UNHEATED SPACES R-
(3)/g Lf-47
Oin
ik
(518) 761-8256
.5' . t
•
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 BAY RD., QUEENSBURY NY 12804 `i
INSPECTOR'S REPORT: ARR�V5 DEPAR , G INT
REQUEST FOR
INSPECTION RECEIVED:
NAME " V GO✓�i �] jf
LOCATION 'UF� �1/'7 410g ,4 K
DATE 02-/q7 PERMIT # 97-67
TYPE OF STRUCTURE:
RECHECK APPROVED,.
N/A XE NO
FOOTING ERS
MONOLITHIC POUR FORM
REINFORCEMENT IN • ACE
THE CONTRACT•- I RES•ONSIHLE FOR
PROVIDING PRO ION ROM FREEZING
FOR 48 HOURS FO '0,:_, e THE PLACE—
MENT OF THE CONC•' TE.
MATERIALS FOR THI` PURPOSE ON SITE —
FOUNDATION/WALLPOU•
REINFORCEMENT IN PLACE
FOUNDATION/DAMPPROOFING _
BACKFILL APPROVAL
PLUMBING VENT/VENTS IN PLACE
ROUGH PLUMBING _
PLUMBING UNDER SLAB _
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
AIR INFILTRATION BARRIER
HEATING ROUGH—IN
INSULATION:
FOUNDATION WALLS INTERIOR R—
FOUNDATION WALLS EXTERIOR R—
FLOORS R—
WALLS R—
CEILING R—
DUCT WORK OR PIPING IN
UNHEATED SPACES R—
f-/i/.5' cR, o6 ,4 65-cUS5cs0
a&Uiv- Flo sr ARo rc-crl D4)
<� /2 of-- /a5 %o
�l
Im
PART do MATERIAL LIST
WOOD MATERIAL LIST
NO. REQO DESCRIPTION MARK SIZE LENGTH NOW.
S LUMBER CAMBER DETAII NOTES LOAD HARDWARE SCHEDULE
4 BEAM B-20 SEE DETAIL ON SHT. `� MARK. COM. NO. DESCRIPT+oN
2" 24F—V3 NO 1 MK—�
8 COLUMN C-1 5" x 5Yz" 11'-9" S-1 16 5" x 116" x 7` PL
2" #48, 1:10 NONE 1,2 32 WO x 6W M.B.
2 FASCIA F-1 2 x 6 NOM. 10'-0" UNTD.' ---- 48 4" A.R. NAILS
4. FASCIA F"—#1 S..Y.P. NONE 3
2 2 x 6 NOM. 12'--O" UNTO. `"
2 FASCIA F-3 #I. S.Y.P. NONE 3
2 x 6 NOM. 1$'-0" UNTO.
#1 S.,Y.P. NONE 3
_SHOP NOTE;
#1—FAB. W/PRESSURE TREATED LUMBER PER AWPA C-28, GROUND CONTACT.
#2—FINISHED 4 SIDES,
#3—PRESSURE TREATED PER AWPA C-2, ABOVE GROUND USE.
CONN. S-1
2 11 MK-1 (5" x 416" x 7" PL)
4 1ot"fib x 6Lt" M.B.
I.T.C. CERTIFICATE & MARKS
MATERIAL: STRESS GRADED, KILN DRIED
SOUTHERN PINE LUMBER
SYM I ABT
J
a
cp
CO
20'-0" OUT TO OUT
RILLING
R NOTE:
rILLD DRILL COLUMN
FOR ACURRACY.
FASCIA DETAIL
DETAIL NDFES
�+ s►,r
1
r---2x6 FASCIA
CAULK ALL ENQ
JOINTS IN FIELD
(NOT BY ENWOOD)
MISCELLANEOUS MATERIAL
DECKING
1524 FSM 2" S.Y P•, 02 6c BETTER
Lr.
ENGTHS: RANDOW. PLANT OPTION
9 LBS. OF 160 COMMON NAILS.
ROOFING
3 ROLLS OF 15# FELT
7 SO'S OF CLASS A FIBERGLASS SHINGLES
7 LBS. OF 1" GALV.- ROOFING NAILS
FASCIA
#1 2x6 S.Y.P. SURE TREATED (SEE WOOD .
2 LBS. OF 16d GALV. COMMON NAILS
V
ERECTION NOTE
#1— ALL MEMBERS MUST BE PROPERLY
BRACED UNTIL THE STRUCTURAL
ROOF SYSTEM HAS BEEN COMPLETED.
#2— HAMMER 6— 4" AN. RING NAIL$ 2"
INTO EMBEDDED PORTION OF COLUMN.
s
F-2 .,..,,F-2 N
I TYP. • DECK
I o
CO
AIL Cieltnmv�� _
I. I
I S-1 '(TYP.)
0
00
B— 20 (iYPI
0 p,� o
TI
with " --
''�� Coaspliance with the iat"ormatlom r
= given im the Comtraa
or comments made on the
sbo dCorreCtipy
a ca during this review do not P rawia� — 0
from compliance with the
eve Contractor
plans and spec�cations.gequir0ments of the
ppv&specific Item shall not inclu empp Proof a
assembly of which the item is a val of an
41— Contractor is responsibleComponent.
couHrmed and c Offelat' e jo i e! t0 be
Inf.
rmation that �elobsIte;
d fabrication pawns solely to the
process" or to the means, meth.
ods, techniques, sequences and procedures of
�� GCi TED C OLU M N construction; coordination of the Work of an
EMBEDMENT DETAIL atrdes �ry� ganworkInaSafe
(NOT BY ENWOOD)
Miller Associates
Dab i Z
WEIGHT OF HEAVIEST MEMBER IS 376 LBS. (B-20)
COPYRIGHT (C) ENWOOD STRUCTURES, LLC. — MORRISVILLE, NC -- ALL RIGHTS RESERVED AND ENFORCED.
DESIGN DATA
CLEARANCE DATA - MATERIAL DRAWN
D , L . = 12 PSF CHARTERa N WO O D HEIGHT LENGT+1,
JWH
MEMBER u)TH 2/1 3 9 7
20 PSF >TRUCTURES
20 PSF cHEcxEo
A.I T.0 IV Aj v MIffn JWH
SLAB (NOT. BY ENWOOD)
4" A.R.NAILS
24' O.D. CONCRETE
ENCASEMENT - _
(NOT BY ENWOOD)
a
,--- 5" WIDE LAM. COLUMN
ALLOWABLE SOIL BEARING
STRESS IS ASSUMED TO BE
2000 PSF WITH A PASSIVE
LATERAL BEARING STRESS
OF 200 PSF.
a
16'-0"
20'-0"
FRAMING PLAN
NO SCALE
LYSAGHT& AS90CIATES, P. A:
STRUCTURAL ENGINEERS
120 St Mays Street
Raleigh, North Carolina 27605
(914
N JUN 11 )gc
2' "
SP�EOF rl�Miy0h
a ti"t • H.�
833-0495 - rR�FES$1011�'�•
V
2/13�`l j
"IN EVENT OF ERROR, DEFECTIVE MATERIAL, AND/OR
WORKMANSHIP, PLEASE NOTIFY THE NEAREST ENWOOD
OFFICE IMMEDIATELY. ENWOOD RESERVES THE RIGHT T(
INVESTIGATE AND CORREC ALL [AFL GED RRORS AND
TOWN 6F20'-7C
t
OUR JOB NO.
96—PS-689 I
IA FE�PURY, N K
APPRONAM FOR
FABRUCAT",, w , ARCHITECT