2000-819 Pizza Hut TOWN OF QUEENSBUR.Y
742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201
Community Development " Building 8c Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20000819 Application Nunnben A20000819
Tax Map No: 523400-071 -00 0 1 -009-000-0000
Permission is hereby granted to: PIZZA HUT
For property located at: %gLeS = STATE, ROUTE 9
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 filet]
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: HERBERT G SHEINBERG Sign
C/O GATES ENTERPRISES Total Value
7 WELLS St
SARATOGA SPRINGS, NY 12866
Contractor or Builder's Name f Address Electrical Inspection Agency
R,
Plans roc. Specifications
2000-819
CHANGE EXISTING 45 SQ FT SIGN AS PER APPLICATION
$0.00 PERMIT FEE PAID - "THIS PERMIT EXPIRES: Thursday, November 07, 2002
(If a longer period is required, an application for an extension mist be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date,)
Dated at the Town o nsb ; es , vember [!7, 2000
SIGNED BY /(f7f for the Town of Queensbury.
Director of Building & Code Hnforcernent
Fee Paid : C � '�
" 'OWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804 Approved By :
(518) 761 -8256 Permit
SIGN PERMIT APPLICATION
THE FOLLOWING INFORMATION IS REQUIRED : ° '
1 . Detailed drawing^ or photo of sign . OCT Z 0 ZODD
2 . Plot plan of location of sign . TOWN OFQLw9N% Y
3 . Written consent of the owner of the building or la .
OWNER OF PROPERTY
ADDRESS BC71C $}a 542.47"C sF 12rnYe� 'JY IZAV926 TEL . t364- 2 Zy�'---
NAME OF APPLICANT SI yy
ADDRESS Ob G4LL F=b 9Z> - I.eJl►-=2a21Ay 128 I TEL . 508f- q3w
BIJSINESS NAME IF DIFFERENT :
TYPE AND LOCATION
Check What Applies : Existing Permanent Projecting Sign
Temporary Non- conforming Existing
Free - Standing ' Wall __ New .— .
Location : Tax Map Number
Address —� _ Z7� a q _
Proposed Setbacks from Property Line ( front ) . 25 ( side )
If sign is to be illuminated , please check appropriate box :
Internal {1i() , External { ) , Incadescent { ) , Neon ( ) , Other ( )
Size of Sign : Width ft . Length 7 � AP ft .
Total Square Footage : _ 45,0
Sign Copy : -- pizza . ►,�`
Color and Material To Be Used : %4e4c.4w#"Iy4.Am nar. IC.trz]Iy� Tlc4s Ily tl�ra
Signature :
Circle One : Ap scant , ner , contractor or ge
I HEREBY AUTHORIZE APPLICANT TO PLACE A SIGN ON MY PROPERTY OR BUILDING .
Signature of Property Owner :
Ee.RY T rzY+�4
ORIGINAL-Office Copy COPY-Applicant
TOWN OF QUEENSBURY Fee Paid
l
l
742 Bay Road, Queensbury, IVY 12804 Approved By :
(518) 761 -8256 Permit # : 6
SIGN PERMIT APPLICATION
THE FOLLOWING INFORMATION IS REQUIRED :
1 . Detailed drawing or photo of sign .
Z . Plot plan of location of sign .
3 . Written consent of the owner of the 'building or land .
OWNER OF PROPERTY 1-4 E & ar=t? r 14 W:37M gE S:[z
ADDRESS l ao i l-4\m §% uc Ss-r•r56%li ATEL . 11A - 68 3 =10S4
NAME OF APPLICANT R= Z 2 ow
%*
ADDRESS $1,a 3 43 TEL 1 - -f? ?
BUSINESS NAME IF DIFFERENT : '7rZZ 0q 4 u. r
TYPE AND LOCATION
Check What Applies Existin Permanent X Projecting Sign
mporary _ Non- conforming Existing .
Free - Standing TX. Wall _ New
Location : Tax Map Numbe -
.A d d re s s
v It
q _
Proposed 5 _ tbalks from Property Line ( front ) 4�& _ ( side )
If sign is to be illuminated , please check appropriate box :
Internal ( )() , External ( ) , Incadescent (X) , Neon ( ) , Other ( }
1 F s r �
Size of Sign : Width a �1- ft . Length ° f-t . r pz� s
Total Square Footage : �� 5 � }
Sign Copy :p y : ___._ �.'� 2 'Z W t-F VT
Color and Material Jo Be Used :Ll
/ t'
Signature :
' L AP xz
Circle Applc�[ n , wne contractor or ge
I HEREBY AUTHORIZE APPLICANT T PLACE A SIItm ON MY PROPERTY OR BUILDING .
Signature of Property Owner: � t
ORIGINAL- Office Copy COPY-Applicant
Premiums
i Wearables
Pizza Hut Logo on 5* 1
Premiums and Wearables
Every type of Pizza Hut premi-
um/wearable item represents a
unique reproduction challenge. I■]"'')I
When creating any form of
Pizza Hut premium, it's impor-
tant to carefully follow the 4color spot 5.color spot reversed
guidelines in this book regard Pizza Hut Red Pizza "at Red
-
. Hut Gree" Pizza Hot Green
ing proper usage of the Pizza Pizza Hut YeRow Ace Pizza Hut Ye;iow
Pizza Hut Blackrr
Hut logo and colors. U, Pizza Hut Maroon
While the 4-color master logo
on a white background is
always the preferred logo, we 4f
recognize the need for flexibili- tam AZ
ty when it comes to premiums
and wearables. In these situa-
49 tions only, you may also use the
logo reversed out of black as 3-color
�. Hot Red Pizza Hut R�d
a Pizzo Hut yei�vw
shown here. Nock
Certain color treatments of
the Pizza Hut logo are rnore
appropriate than others, d4 jr
r
depending upon the type of AO
wearable/premium you are pro-
ducing. Carefully select the •
color treatment that provides
the best contrast for our logo 2-color spot I -color spot reve rs ed
Red
and refer to the Background Pizza Hut Nock
Control Section ( 1 .7) which
outlines additional guidelines. air Pizza Hut Red Pizza Hutyellow
Note, when producing wear-
GO
abler, embroidery directly onto
fabric is always preferred over
silkscreen or embroidered
~ 4W patches. I -color spot
Pizza Hut Black Pizza Hut Gmen Pizza Hut Haman
0.1M DIY79/KS,5 Cl NM 1001Y I 0011<23
. ,
FOIIaIDAT1ON SPECIFICATION FOR:
USF OR REUSE OF THIS DOCUMENT FOR OTHER LOCATIONS IS
STRICTLY PROHIBITED WITHOUT APPROVAL OF ENGINEER,
WINO LOAD: SOMPH
1, t ONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS.
2. CONCRETE SHALL BE READY MIRED AND DESIGNED TO DEVELOP
ti MINIMUM COMPRESSIVE STRENGTH OF SaDO- PSI IN ZLDAYS.
3, 1HE ENGINEER HAS M INSPECTED THE SITE. IT SHALL BE THE
')WNER'S OR HIS AGENT'S RESPONSIBILITY.
A, ' OIL CAPACITY:
—LATERAL SOIL BEARING PRESSURE: 150 PSF FT
5, AIS DRAWING CONTAINS AN INSTALL FOR CAISSON FOUNDATION.
1 , STEEL PIPE (HALL CONFORM TO SIGN SPECIFICATIONS
SPEC0CATIOiIS ON PLASTI—LINE 1. LAMPS: (6) F84Ti2/CW/HO
DRAWING A21536, 2. BALLAST: 1 ) JEFFERSON 256�696
1 VOLTAGE: 120 VAC
1 ALL OTHER `STRUCTURAL STEEL SHALL 4, TOTAL CONN, LOAD: 5 AMPS
CONFORM TU ASTM A-36 UNLESS 5, CIRCUITS; (1) 20 AMP
OTHERWISE t lOTED. 6. SERVICE SIGN BY: HINGED FACE
3. ALL WELDING SHALL CONFORM TO AWS 7. LIFTING WEIGHT — CRATED: 661 LBS
STANDARDS .,r HE PERFORMED BY UNCRATED: 494 LBS
RECENTLY (;I.RTIFIED WELDERS.
E7016-82, 17056 .045 MIG
WELDING WIRE W/ ARGON—CO2
SHALL BE IY E l) UNLESS
OTHERWISE I10TED, P LAST I � LI N E , INC .
NO, BOX 59043
KNOXYIL1f TN 37954—l1443
DsGNR: DWG.BY: zG "nnlmk�lr
'SCALE: NONE DATE; 7-22-99 P45 PYLON INSTALL
culmma PIZZA HUTPROPERTY OF PLASTI—LINE,INC UNSPECIFIER RAdil TOLERANCES, we alwom . nrz in mcmu :ixms engrm &T=u SHT �}i — —;1015 R Mat.0 wr wousatr
6f4 "
INSTALLATION INSTRUCTIONS
FOR FOUNDATIONO AND ENS ALLATION STANDARDS)5
1, INSPEI:I CRATED SIGN AND COLUMN FOR ANY SHIPPING DAMAGE & TEST
¢ LIGHT. F DAMAGE IS EVIDENT, CONTACT PLASTI—LINE, INC. IMMEDIATELY,
2, EXCAVAIE FOR FOUNDATION,
7'-1 3. LIFT APID POSITION COLUMN TO PROPER EMBEDMENT AS SHOWN MAKING
SURE If IS LEVEL AND PLUMB.
4, POUR I:ONCRETE AND ALLOW TO CURE FOR AT LEAST 7 DAYS, MAKE SURE
ELECTRICAL SERVICE CONDUIT IS IN PLACE WHILE POURING,
5. MOUNT SIGN HEAD TO COLUMN USING A325 MOUNTING BOLTS PROVIDED,
6, MAKE IIECCESSARY ELECTRICAL CONNECTION AND TEST LIGHT.
7. CLEAN SITE OF ALL INSTALLATION DEBRIS,
8. INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRIC
TUBE 8XBX3/16 CODE A14D ANY OTHER APPLICABLE LOCAL CODES. THE SIGN
20 17' 10 5/321ONG SHALL [IF GROUNDED IN A MANNER SPECIFIED BY THE N.E,C,
12'-10�«
CONDUIT & ELECTRICAL SERVICE
TO BE SUPPLIED BY INSTALLER.
5 1/4 5 1/4
12 MIN,
4 2
I — 1/4
I PLASTI - LINE , INC .
e N )MLLE HN 37OLO-2043
12" d• cancRETO ,.0 cu. ms, 1 1/4 �— DSGNR: Owa.9Y: ZG CH 8Y:
EXCAVATION i , CU. r05. 02
�IQUNTIS'I�, P1 ATE SCALE: NONE DATE: 7-22-99 DATE: --__
2WIYA I-� P45 PYLON INSTALL
PIZZA HUT n��1� jr I PROPTE�RTY COF���PLASTI—LINE,INC UN013CI IED RADII TOURANCE5: &�t m nee Ix lucag lirms ammm vEcvnn SST Z 4I• 2 PH—TN--R4WNE
45 SOFT MONUMENT USE Foe. Sl6nsv soZ.e e; C-0cc--)rs c,&jLy.
010
PF= Iv
6-4 1 M OCT 2 0 2000
N OF QUEENSBUR
1LDING AND CODE
- sr1 sm
104-0°
Pile Alamo: PH 45sgtt. monument 821776 010'
�/�
L� Plms#l-Lln@a lna. scale: 1:16 Approved By'
ph* rw ar Prfidff4.km mw= Nor go be ayurarnw !late: 09 Arrp 99 Date.
PRECAST CONC. CURB.
1/2' PREMOLDED JT. —
CONT. RADIUS CORNER.
REFER TO SITE PLAN
ELEVATION FOR ACTUAL
�• CURB HT.
I'
.� .
1 1/2' WEAR COURSE
(NYSDOT TYPE 4)
(NYDOT TYPE G)
EXISTING PAVEMENT
�XISTIN% COMPACTED
588AE
CONC. LEVELING AND T
SETTING FOOTINGS.
2 CURB DETAIL
CONT. RADIUS CORNER.
REFER TO SITE PLAN
ELEVATION FOR ACTUAL
FAyM • CURB HT.
I'
J
1:
••r
1 1/2' WEAR COURSE
(NYSDOT TYPE 0
EXISTING PAVEMENT
SUIB TING
GSECOMPACTED
CONC. LEVELING AND__j
SETTING FOOTINGS.
(7_' TYF.CURB AND PAVING.: DET,
SC: I*- r-O"
PRECAST CONC. CURB.
SCALE: 1/2' - F-O'
1 1/2" WEAR COURSE
(NYSDOT TYPE 0
2" BINDER COURSE
(NYSDOT TYPE 3)
L" COMPACTED SUB -BASE
COURSE (NYSDOT TYPE 1)
1/8' SLOPE TO
LINE
CROWNRPOINT OF
= IIII
PAVEMENT EDGE DETAIL
SCALE: NTS.•
4 X 4 P.T. POST
IT LONG.
2 X 4 RApS FAS709DD
ToPPr� IM/ GALV_
12" DIA. SON07L —
W/ CONCRETE
Ir-0'
TYP. PANEL ELEVATION
LIE OF EXIST. BUILDING
PLAN �'-o• ( e-o• e' I V
FENCE DETAIL AT .DUMPSTER
SCALE: 1/2' - 1'-O
mine
BENT IPF
0.81, SOUTH
OF CORNER
1
1
0
1
1
O
1
1
1
10
Lr.
Q
[•m
METAL FENCE POST I
0.71' NORTH OF CORNER
1
S - 83 - 58' - E 259.05'
- - -
� - - - - EXIST. CONC. - -
come" owrAmm WA L RETAINING WALL
/
o
` '
//
� ,• wow wrwl
EXISTING PIZZA HUT BUILDING
/,�
`
/ --- --
-J %'
(2.010 S.F.)
W. DET.4/V-1 '!;
PROPOSED ADDITION
(720 S.F.)
LLLLLL LLLLLLLL L
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Ty_
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EXIST. CONC. LL r I /
RETAINING WALL
%VALTIC FINISH
1WDICULAR TO
rLAXr_W SIUE5
PLAN
1 �—
FIN LV LL ATION
SIDE ELEVATION
la lo-
r --1 r
FRONT ELEVATION
HANDICAP RAMP
N.T.S.
f ' 11PLANTWQS --� LLB E—PLANTrmGS--�
/w-
IlaocA,m .as H /C H /C _
24'-0" 64'-0"
(8) SPACES
i
a
O
O
N
0
OOw " IETAN" WALL
4' MIN. CONC. WALK
W/W1.4xW1.4WWM.
PROVIDE ENTIRE SURFACE
v/ LIGHT BROOM FINISH.
(TYPICAL)
r REFER TO SITE
COMPACTED SUB BASE
T.f.• S
44o.u'
ruwiu
POL&
�>" w I 1
am a w_
TF_ .ALL
o
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T.F._ f
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meµ• �N
-Y
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arr. cawa ►Aa
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4q.-
_ 27'-0" 99'-0"
(2) H/C SPS. 2
(11) SPACES 11
tlenla AIPIULT PA1Mtf r/ o . _
3'-0" 108'-0" N Ts._ C e �.
(12) SPACES
- rT. - 1
a
OLE4.
0
'O
i
EXIST. CONC. 70I
RETAINING WALL � �� Row� 1
EXIST. CONC.
RETAINING WALL `
C
CONC. SIDEWALK DET.
SC: 1'-0 '= I'-O'
-0-�
1 86 - 12' W 139.77'
N/F LANDS OF
SCHEIKH ART
STOP WIRE MESH 3'
FROM END OF SLAB.
1/2' THK. PREMOLDED
EXP. JT. FILLER.
AND SEALANT.
1/2'
3' 3'
X
;r
EXPANSION JOINT
1/2' THK. PREMOLDI
EXP. JT. FILLER.
AND SEALANT.
LINE OF VERTICAL
SURFACE
STOP WIRE MESH 3'
FROM END OF SLAB
MCA70 AREAS TO ROCV%f Or C011PAC7ED SUB BASE
2' SPJM COURSE AND 1 1/2' WEAR COURSE
SAW CUT CONTROL —
JOINTS AT 10'-0' o.c.
MAX. OR AS REQ'D
FOR CREATING
SPECIAL PATTERNS
CONT. WIRE MESH —
THRUGH JOINT.
i
CRACK CONTROL JOINT
ISOLATION JOINT
WALKS / SLABS JOINT DETAILS
SC: 1"-1'-0"
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