2003-907 Saturn of the Adirondacks TOWN-OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20030907 Application Number: A20030907
Tax Map No: 523400-302-007-0001-014-000-0000
Permission is hereby granted to: SATITRN OF THF, ADTRONT)ACKS
For property located at: 92. QUAKER 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. Type of Construction Value
Owner Address: NORTHEAST AMERICAN REALT
1769 CENTRAL Ave Sign
Total Value
ALBANY,NY 12205-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
SAXTON SIGN CORP.
P.O. BOX 163
EAST GREENBUSH. NEW YORK
Plans&Specifications
2003-907 SATURN OF THE ADIRONDACKS
100 SQ FT FREE STANDING SIGN AS PER APPLICATION
Sign Copy: Saturn
Sign No. 4
$200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES:
(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 Tfq. Queen _ury, _e nesday,February 04,2004
SIGNED BY for the Town of Queensbury.
Director of Building Cod nforcement
FILE No.590 12%11 '02 PN 12:06 ID:TOWN OF QUEENSBURY FP':518 745 4437 P GE 1
Fee Paid: 0
TOWN OF QUEENSBURY
e.
742 gay Road, Qut—ensbury, NY .1280d Approved By:
(518) 761-8256 Permit d#:
SIGN PERNIT APPLIUTIUM
THE FOLLOWING INFORMATION IS REQUIRED•
I. Detailed drawing 'or photo of sign.
2, Plot plan of location of sign.
3. Written consent of' the owner of the building or land,
OWNER OF PROPERTY �i 13?e -�/
40oREss _l'7�9 Lrh -/ Rsw�TE .'� (�
NAME OF -APPLICANT
ADDRESS
o v cJ t it. /tl o AZ)1 vnl1D/fCKS
TYPE AND LOCATIQN,
Check What Applies; Existing _ Permanent Projecting Sign. ��
Temporary Non- formTn Existing --
Free-Starrdfng — Wall- New
Location: Tax Map Number` ,._V !
Address _.�. _Lem....
Ptopo�sed Setbacks from Property Line (front) /� {
' .�
— side} — -
If: sign is to be illuminated, pltdse check appropriatd box:
Internal ( ✓j, External { ) , Incadescent { D o Neon ( }, Other
Size of Si-gn., With ft. Length 5�.� ft.
Total Square Footage: C.?/ 0 Cb f,.r- 5V
Sign Copy:
Color and Material To Be llsed; � �lf/r�ic�'cmC-. `
Signature.
e�rcle On App Scant, o►vnea�, contractor or agent.
I hEREDY AUT I ZE APPLICAMT TO Pla+b E g S j g4 g�� rjV q 1pE
a �a�tr of Pp+eS (Owner-
FILE fl i 2/1? 'G2 PM 12:06 I D:TOWk OF QUEENSBURY F X:518 ' 45 4437 PPG E 1 .
Fee Paid:
TOWN OF QUEENSBURY
742, gay Road, Qu'e�nsteur�, �Y 12Ri� Approved By-:.
(518). 761-82 6_ Permit :
SIGW"PERNJ�f APPLICATI
,,
THE FOLLOWING INFORMATION IS REQUI RED_ �✓���� '
I. Detailed drawing or photo of- sign.
Z. Plot plan of location of sign.
3. Written consent of the .owner*of the bui Iding or 'land. �r
OWNER OF PROPERTY �
,!1/[)I :�"/► =-l.0 /7'le
S tl
ADDRESS
TE
- NAME OF 'APPLICANT
ADDRESS.!?i Ce�S' i, t . /W/ l-/TEL. 5� -127o.y�
�:S7Zc/��t! tJ A /o?onlbq GAS
TYPE AND !OCATION
Queen
Check that Applies:_ Existing. _. Permanent Projecting Sign
Temporary _ Nan. fgrmg Existing
Fr�e�e-Stairtii6vj ` UaI I- New
Location: Tax Ma-p Numbo Q_o
Address �2_C)1rer ?/y CL !L
Proposed Setbacks from Property Line (front) , /5� (side)
I.f: sign is to. be il-luodnated, please- chec, appropriate box:
Interned External ( )► Incadescent Neon { }4 Other { �
Size of Sign: Width . �� ft. Length �5� ft.
Total Square Footage. '�21 /fdo C6 �r 5,t 1 _2o&q
Sign Copy:
Color and Material 1"o' "fie Used;' im AuonlA&OC
Signature:
C= ie 0 pp 1can oaner, cofitraceor or agent,
I HEREOV A THORIZF. APPLICA T To, PLACE A Sl GO 014 My POPERTY OR HUTL fN .,
at&ature of P per"zy Neer_
URI 3l:�t ..^`i.,#9iF..i :,is7. �- :.e#:?4...s'{prsi'
PAITISON
SIGN GROUP
�� 565Ilesmere Road
Toronto,Ontario;Genada,M18 4E8
�,'Y�`�Tel(4161�759;.1111
j, Fax(4161759.4965
St"5n '-TdllFiee 1,800,268.6536
w0 atdsonsign,com
A Division of Jim Pattison Industries Ltd,
October 6,2003 Date
�r
-- � R Kenny Sales Rep
-' R,Ferrara Designer
4'"3,625
3116°=17 Scale
030802 Design No,
Revision Note
SATUN,
SUPPLY&INSTALL11)ONE PY*25 PYLONIGN Job No.
ALL ALUMINUM CONSTRUCTION FINISHED BENJAMIN MOORE 857 WHITE Customer
Date
SATURN LOGO The arttsda works depicted Win are copyright and
tt ROUTED&BACKED UP WITH�CYRO 248.0 RED ACRYLIC are the exchrOepropern,ofPedison Sign Group
25'0 o end as such cannot be reproduced in whole or
in Pon 4houtpriot written Consent,
sarURN
ROUTED&BACKED UP WITH#2447 WHITE ACRYLIC
FACE APPLIED#3635.91 DAY-NITE,FILM WITH
3M GPS 3640.114HA PROTECTIVE COATING FILM
HA RS.FLUORESCENT ILLUMINATION
SAPIRN
OF THE ADIRONDACKS
ALBANY,NY,
i
PYIM
I
I
i
SRXTON SIGNS Fax:5187327716 Oct 29 2003 A2:03 P.01 .
NMO.t
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STRUCTURAL
I.ALL STEEL CONSTRUCTION TO
10'-0" I'-II 6_0„ I'-II COMPLY WITH THE REQUIREMENTS
ALUM FACE,INCISED t ---}- I C6 X 81 CHANNEL OF CAN3-516-M18
BACKED UP
PTD 5M$851 WHITE ---- 2.ROLLED STEEL SECTIONS SHALL
0D HINGED FOR SERVICE COMPLY WITH CSA G40-21,GRADE
RED LOGO
FioLc
F&OT12 HO FLUOR LAMPS s 9 1/2"OC 44 K51
CYRO 248-0 ACRYLIC =N, 3.HSS SHALL COMPLY WITH CSA
2"X2"XI/4"ANGLE G4011 GRADE 50 KSI
e v HO FLUOR LAMPS a 4"OC 4.ANCHOR BOLTS TO ASTM A36
WHITE ACRYLIC COPY C/UJ (DOUBLE BANK)
3M 03635-SI DAY-NITS VINYL
o t 3M GPS 3640-114HA VINYL
5ATMN COPY IS BLACK DURING _ ELEC
DAYLIGHT,WHITE®NIGHT
a 10"XI0"X3/8"H55
COLUMN COVERS, n F96T12
PTD WHITE
q�
2'-10" 4'-4" V-10" 3"X3"XIf4"HSS
OPEN
0
2"X2"X3/16"HSS
m
\ / RADIUS END CAP
PTD WHITE
ACCESS PANEL TO A-BOLTS
J ELECTRICAL = 0
BASE CLADDING :: ����
PTD WHITE 3"X3"XI/4"HSS ••"9°"'°"°"°�a pNWOM a • °°" '� °�
ELECTRICAL HANDHOLE REVISIONS
-- a) g (4)2"0 A-BOLTS is 15"X12"OC
2"X20"XI1"BASE le �..P.
m
= CONCRETE BASE
(SEE BASE DWs FOR SPECS)K I—
OCL 14103
ELEVATION STRICT/ELECT ELEV d "
Saturn Of Adirondacics
n65 C4wai A"
m® Abam NY 17205
,. 5898'1
PAMSON
SIGN GROUP
A DIVISION OF JIN PATTISON INDUSTRIES LTD.
FY 102 5 SSS ELLESN OERONTO`SCARBOR—1 1 ONT.,W R/EL
STRUCTURAL SPr=r—lrlr—ATION6:.
I.ALL STEEL CONSTRUCTION TO
COMPLY WITH THE REQUIREMENTS
OF CAN3-616-1118
101-0. ALUM FACE,INCISED 4 2.ROLLED STEEL SECTIONS SHALL
COMPLY WITH C5A G40-21,GRADE
,—BACKED UP 44 KSI
PTD IBM"I WHITE
HINGED FOR SERVICE 3.HSS SHALL COMPLY WITH CSA
RED LOGO G4021 GRADE 50 K,51
,-'—r-YRO 248-0 ACRYLIC 4.ANCHOR 5OLT6 TO A51TI A36
A
F, WHITE ACRYLIC COPY CAU ELEC
—————
3M 03635-31 DAY-NITE VINYL
——————— —
3M GIIS 3640-114HA,VINYL
S/L OrIJR
COPY 16 BLACK DURING
DAYLIGHT,WHITE®NIGHT
COLUMN COVERS,
PTD W141TE
E3
in Z, ,OPEN
in
RADIUS END CAP
PTD UA41TE
ao
—1/6"ALUM BRACING
ilzl
BASE CLADDING REVISIONS
PTD WHITE
emw P.
encveke
;t 1..1403
an
4'-4" Saturn Ot Adirondacks
11611 Cftral A—
Allbift Nr MOO
ELEVATION 5awl I—
lq�
PAMSON
SIGN GROUP
A DIVISION OF JIM PATITSON INDUSTRIES LTD.
[f—=)YI025 555ELLE$mE,ROERORo."Os4c,A,R-970,R,O-u,o,m,,ONT"mlR4EB
I'"1116 I STRUCTURAL 6'-0" 1 ,II6" 1/2"CAP IE'CAU II 3/4"0 NUTS WELDED TO U/5 I.ALL STEEL CONSTRUCTION TO
(4)WELDED NUTS TO U/S 2 P' I OF 1/2"CAP IE COMPLY WITH THE REQUIREMENTS
--- = 10"XI0"NSS OF CANS-SI6-Ml8
A —C(o X 82 2.ROLLED STEEL SECTIONS SHALL
COMPLY WITH CSA G40-21,GRADE
C6 k 82 CHANNEL r �� D 44 KSI
mo
2"X2"kI/4"ANGLE G4021 GRADE50KKS WITH CSA
50 SI
O Q 4.ANCHOR BOLTS TO A5TM A36
_ --_--� 2"X2"kl/4"CNCsLE
2 X2"HSS
Ll
� S�CTI�O�"�
T ELECTRIC
4'-0" T 10"XI0"X3/8' HSS
3' I 4"X2 I/2"X1/4"ANGLE
9 4"X2 I/2"XI/4"k3"LG ANGLE f C2)3/4"0 HOLES
BOTH SIDES OF HSS
3"X3"XI/4"H55
O
v
2"X2"X3/1(."HSS O
311X3"HSS
3"X3"XI/4"HSS 70P OF ANGLE<HSS ° Aim
TO BE FLU5H _
ELECTRICAL HANDHOLE 5 E C T ON • PREVISIONS
m SCALE: 1 1/2"=I'-O"
(4)2"0 A-5OLT5
+ 2"BASE IE
_7" t0� (SSEEE BASE DWG FOR SPECS) 2 ° 1'_3° 2�° 2"BASE fe ®-P•
e— 6.6to enerveke
— 2 1/4"0 HOLES FOR v4••r-m"
2"0 A-BOLTS oa wims
r ELECT HOLE .. ,..
Ip 10"kl0"HSS �— Saturn Of Adfrondacks
ELEVATION _ --- -- -- --_ Ab&m Noel Avs
0 .o� a r Daas
SCALE:1/4"-1'-0" _ - — ——————�—= .. 58wl
�J
I PAMSON
SECT ION C SIGN GROUP
A DPRSION Oi AM PATTISON INDUSfRiES U0.
SCALE:1 1/2"=1'-O" P1✓�/J12� SSS EUESMERE RD..SCARBOROUGH ONT.,MIR 4E6
I S[/ TORONTO 416-759-1111
STRUCTURAL
NOTES;
I.DIRECT ALL QUESTIONS CONCERNING THIS DESIGN TO NEON PRODUCTS
SIGN OUTLINE 2.DO NOT SCALE DRAWING
RE-BAR 3.CONCRETE SHALL BE READY MIXED,DESIGNED TO DEVELOP A MINIMUM
1'-3" 4'-9" 1'-3" RE-BAR TIES COMPRESSIVE STRENGTH OF 3000 PSI WITH 4%TO 69.OF ENTRAINED AIR IN 28
DAYS 4 PLACED IN CONFORMANCE WITH AC[318-95.DO NOT ADD WATER TO
ANCHOR BOLTS CONCRETE ON SITE.
----------- --
o _ CONCRETE BASE 4.REINFORCING STEEL SHALLH CONFORM TO ASTM A615,GRADE 60 WIT
' DEFORMATIONS CONFORMING TO AS7M A-305 t SHALL BE PLACED IN
CONFORMANCE WITH ACI 316-S5.
-��______________ ____ 5.EXCAVATION 70 BE IN COMPLIANCE WITH OSHA REGULATIONS 4 SHALL HAVE I
ELECTRICAL CONDUIT A LEVEL BOTTOM,FREE OF LOOSE SOIL,WATER 4 DEBRIS. ELECTRICAL SERVICE TO THE
2'-0" 6'-0" 2'-0" CONNECTION POINT OF ALL GROUND
C/C 6.WHERE FROST LINE EXCEEDS DEPTH OF BASE,EXCAVATE A MINIMUM OF 6" MOUNTED SIGNS 15 THE DEALER'S
BELOW FROST LINE. RESPONSIBILITY
-TIME OR
PLAN 1.BEARING SURFACES FOR FOUNDATIONS SHOULD NOT BE DISTURBED OR LEFT AIRE THE DOCKS EALER'SPHOTOCELLS
EXPOSED DURING INCLEMENT WEATHER SATURATION OF THE ON SITE SOILS CAN RESPONSIBILITY
CAUSE A LOSS OF STRENGTH 4 INCREASED COMPRESSIBILITY.IF CONSTRUCTION _CONNECTION OF THE PRIMARY
OCCURS DURING INCLEMENT WEATHER WEATHER 4 PLACEMENT OF FOUNDATION ELECTRICAL SERVICE IS REQUIRED
2"a A-BOLTS,42"MIN EMBEDMENT IS NOT POSSIBLE AT EXCAVATION TIME,A LAYER OF LEAN CONCRETE SHOULD BY A QUALIFIED ELECTRICIAN 4 IS
8"LG HOOKS,4 8"OF THREAD BE PLACED ON THE BEARING SURFACE FOR PROTECTION, THE RESPONSIBILITY OF THE
DEALER
8.ANCHOR BOLTS SHALL BE CUT FROM ROUND STOCK CONFORMING 70 ASTM
2"0 LEVELLING NUTS A36.ANCHOR BOLTS SHALL BE PLUMB 4 SQUARE 4 ADEQUATELY BRACED TO ..
PREVENT MOVEMENT DURING POUR
9.REINFORCING STEEL SHALL BE FREE FROM MUD,OIL,OR OTHER
-1 ,1°' - =1 -� 'r q NONMETALLIC COA7ING5 THAT DECREASE BOND. r
r 10,MAINTAIN A MINIMUM OF 3"CLEARANCE FROM FACE OF CONCRETE TO ALL
.r �''� �'?.� I -1 o8o REVISIONS
4A.. :y1_I;y J^ \ � p(u REINFORCING STEEL UNLESS NOTED OTHERWISE.
11.DO NOT WELD REINFORCING STEEL.SIZE 4 PLACEMENT OF REINFORCING AS
PER DRAWING,SECURELY"TIED"t0 PREVENT MOVEMENT DURING POUR
P.Kwm
0 z_ :�►*' �' ELECT CONDUIT 12.DO NOT PLACE CONCRETE ON FROZEN GROUND
0 POURED CONCRETE BASE 13.FOUNDATION IS NOT DESIGNED FOR LOCATION WHERE THE SEASONAL
SET INTO UNDISTURBED SOIL FLUCTUATION OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN 0�9.w03
STATED(6'_0") ....
�` `;..4•.' :j. y.l''..: �; }, 501L CRITERIA ... .4
j... .rr• ....�::. ll:: `.;I.: .:'.L, ^... Saturn Or Adtrondacks
(6)08 VERTICAL REBAR FIRM DRY/MOIST ORIGINAL MATTER n6s C."I A-
= SAFE BEARING CAPACITY OF SOIL =2500 P5F Abom NY W05
LATERAL 601L BEARING CAPACITY OF 100 P5F/FT OF DEPTH 5&Wl
31-0110 (1)03 TIES X 30"6 WIND CRITERIA
el8"OC
ELEVATION 30 PSF
ELECTRICAL LOAD PAMSON
GA I5SON STYLE FOUNDATION -IlW AMPS a 120v,(2)15 AMP CIRCUIT SIGN GROUP
A DIVISION OF JIM PATTISON INDUSTRIES LTD.
PY102�O 55S EL .TORONT.SCARBDROUOIIFONT.,MIR 4E.
NOTES:
11-0 I.DIRECT ALL QUESTIONS CONCERNING THIS DESIGN TO NEON PRODUCTS
4'-9" V-3u
`1 J 2.DO NOT SCALE DRAWING
SIGN OUTLINE 3.CONCRETE SHALL BE READY MIXED,DESIGNED TO DEVELOP A MINIMUM
TI
®p —�— �®�'���—®�—�� —B� �®®�® COMPRESSIVE STRENGTH OF 3000 PSI WITH 4%TO 6%OF ENTRAINED AIR IN 26
I 1 I I I I I I I ( DAYS t PLACED IN CONFORMANCE WITH AGI-95.DO NOT ADD WATER TO
(6)"6 RE-BAR®12"OG CONCRETE ON SITE.
I I I I I I I I I
ANCHOR BOLTS 4.REINFORCING STEEL SHALL CONFORM TO A5TM A615,GRADE 60 WITH
_ - DEFORMATIONS CONFORMING TO ASTM A-305 N SHALL BE PLACED IN
pp -� �ia —Ig—'®—I ( —I— �Im CONCRETE PAD CONFORMANCE WITH AGI 3I8-95.
e 4 I I I I 1 I ( 5.EXCAVATION TO BE IN COMPLIANCE WITH OSHA REGULATIONS t SHALL HAVEELEC
—I——I—— A LEVEL BOTTOM,FREE OF LOOSE SOIL,WATER 4 DEBRIS. -ELECTRICAL SERVICE TO THE
CONNECTION POINT OF ALL GROUND
I I I I I TPE),
ELECTRICAL CONDUIT 6.WHERE FROST LINE EXCEEDS DEPTH OF BASE,EXCAVATE A MINIMUM OF 6" MOUNTED SIGNS IS THE DEALER'S
BELOW FROST LINE. RESPONSIBILITY
CONCRETE BASE TIME CLOCKS OR PHOTOCELLS
1.BEARING SURFACES FOR FOUNDATIONS SHOULD NOT BE DISTURBED OR LEFT ARE THE DEALER'S
EXPOSED DURING INCLEMENT WEATHER SATURATION OF THE ON SITE SOILS CAN RESPONSIBILITY
CAUSE A LOSS OF STRENGTH 4 INCREASED COMPRESSIBILITY.IF CONSTRICTION -CONNECTION OF THE PRIMARY
•4 RE-BAR Is 12"OC OCCURS DURING INCLEMENT WEATHER WEATHER t PLACEMENT OF FOUNDATION ELECTRICAL SERVICE IS REQUIRED
TOP t BOTTOM IS NOT POSSIBLE AT EXCAVATION TIME,A LAYER OF LEAN CONCRETE SHOULD BY A QUALIFIED ELECTRICIAN 4 IS
2' 6' 3'-6" ' " BE PLACED ON THE BEARING SURFACE FOR PROTECTION. THE RESPONSIBILITY OF THE
P D 8. DEALER
6'-0" 21.6" ANCHOR BOLTS SHALL BE CUT FROM ROUND STOCK CONFORMING TO A5TM
A36.ANCHOR BOLTS SHALL BE PLUMB a SQUARE t ADEQUATELY BRACED TO
�.
C/G PREVENT MOVEMENT DURING POUR
PLAN 24 A-BOLTS,42"MIN EMBEDMENT 9.FV FORGING STEEL SHALL BE FREE FROM MUD,OIL,OR OTHER
8"LG HOOKS,4 8"OF THREAD NONMETALLIC COATINGS THAT DECREASE BOND. -A=L;LOW; AMC
..mmn m,aw.U mmu,a r.mw.Wien®vn7
2"d LEVELLING NUTS 10.MAINTAIN A MINIMUM OF 3"CLEARANCE FROM FACE OF CONCRETE TO ALL REVISIONS
REINFORCING STEEL UNLESS NOTED OTHERWISE.
CONCRETE PAD
il.DO NOT WELD REINFORCING STEEL.SIZE/PLACEMENT OF REINFORCING AS
PER DRAWING,SECURELY"TIED"TO PREVENT MOVEMENT DURING POUR
��1 w 12.DO NOT PLACE CONCRETE ON FROZEN GROUND
. -aa r•- J pQo ..m.. s.sto erovke
13.FOUNDATION 15 NOT DESIGNED FOR LOCATION WHERE THE 5EASONAL
�. '�•.I,: "I :«y I!' '� ` 1I a FLUCTUATION OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN °.W03
STATED(('_0) �....
ELECT CONDUIT SOIL CRITERIA `—
L d,.. Saturn Of Adtrondadcs
y FIRM DRY/MO(ST ORIGINAL MATTER nb9 can el A—
POURED CONCRETE BE AS
• SAFE BEARING CAPACITY OF SOIL =2500 PSF °°� A NY 12205�. .:. �:. SET INTO UNDISTURBED 501E
LATERAL 501E BEARING CAPACITY OF 100 PSF/FT OF DEPTH 58981
(6)%VERTICAL REBAR WIND CRITERIA
ELEVATION 04 RE-BAR®12"Or, -30 P51'
TOP t BOTTOM PAMSON
ELECTRICAL LOAD
BLOCK STYLE FOUNDATION -1180 AMPS a 12OV,C2)15 AMP CIRCUIT SIGN GROUP
1 mr/�/ A DIVISION OF JIM PAiTISON INDUSTRIES LTD.
PYI X/L S!S ELLESM oE�R'D-.—R-RDUC;—'MI R AED