HomeMy WebLinkAbout1160 Rinehart Rd (6)n X
RECEIVED
CITY OF SANFORD PERMIT APPLICATION
Permit # Date: Z— Z 7 — R 1 2006
Job Address: 1 (00 2t r e 4w PX 042 t
Description of Work:
Historic District: Zoning: Value of Work: $ Zy 000 c
Permit Type: Building Electrical V1.
1,
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/AIteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial --'Industrial Total Square Footage: iS 7
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: Attach Proof of Ownership & Legal Description)
s a9
State License Number:
Phone & Fax: 'i' 3da-drSY0 wi -?w -a Cntaoct Person: h C6:40/1 Phone: _
Bonding Company: -- -••—•--
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
ce e f 't is verification that 1 wiI otify the owner of the property of the require ents f Florida Lien Law, j;'S 713.
ala`l (J a`s
Signa re of Own en Date S' ature of ContrXto4ge Date
r Print Own s am Print Contrzc r/A
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Ke or Contractorragent is _ Perso ally Known to Me or
vlsroduced ID fit_ tfrlLpte r.e mot- oduced ID f-^L C i.e
ION APPROVED BY: Bldg: Zoning: Utilities: FD:
Initial Date) (Initial & Date) (Initial & Date) Initial
f
Special Conditions: SEE 6r%9(rW r r MOI OO
7O lWk r IUQf'POWv
David Maus Toyota
1. Approved Attached signs
a. SL60 48.54 sq. ft. (logo 30.35/letterset 18.19
b. ZDNN18 (dealer name letters) 16.83 sq. ft.
c. SI18 (Service letterset) 10.70 sq. ft.
d. Scion15 (SCION letterset) 16.52 sq. ft.
e. TB34 (one Toyota logo and letterset) 34.37 (logo 9.77/letterset 24.60) on
Southern Elevation
f. SI18 (Express Lube letterset) 18.97 sq. ft.
2. Not Approved
a. TB34 (one Toyota logo and letterset) 34.37 (logo 9.77/letterset 24.60) on
Western Elevation
b. TOY3 (Toyota logo) 9.77 sq. ft.
Automotive Investment Group, Inc.
January 24, 2006
City of Sanford
To Whom It May Concern:
Re: Letter of Authorization
I, Denise Martin being an authorized agent for Automotive Investment Group for David
Maus Toyota located at 1160 Rinehart Road, Sanford, Florida 32771, give Lott Sign
Service Inc., authorization to install signage at the above mentioned property.
This letter shall also serve to authorize Lott Sign Service, Inc. to act as -our agent when
applying for the necessary municipal approvals and permits.
Regards,
Denise Martin
Construction Management
Owner's Authorized Agent for: David Maus Toyota
Attachment: legal description
STATE OF `i i . z )
ss.
County of 'AN -\ .caRA )
The foregoing instalment was acknowledged before me thisX4 ' day of
a.00(e bynl Se
Notary P U
QFf."ICIAL SEAL
My Commission Expires: o( 1S _: CINDY L. GAINES
Il ; N0 `ARY P: BUG-ARIZONA
MAR!(. U 'A GOUN TY
2. 2096
1550 East Missouri, Suite 300 / Phoenix, Arizona 85014
Office: 602.230.1051 / Fax: 602.230.2826 / E-Fax: 443.836.0389
Mobile: 602.538.2736 / E-Mail: DMartin®VTAIG.com
fJ,a" PATfISON
SIGN GROUP Hung rzr-nn
r.= uro >ss-rm
roll prt. lrpr SNrpr
ww•.ppm.nn.irn.rom
247'-4" -- -
38'4 3/8" - -{
10'-5 7/8"
2'-7 1 /4" -.- -"-I - 2'-7 1 /4" 12'-8 1 /8"
T-9 1/8"
09209
O.OT
DAVI
P.O. Bgh ay 17- 2925 North Highway 17-92
Longwood,FL
top of parapet
OF
TOP oF WD
NMI 111111
first floor
MM il 1 1 ili per
IIllFl--1l1p w0CC'
u
Ip1-1-61 0 MEMO
Ii i1 ll:II zl120,== top
of parap 31'-
6"A.F.S. first
floor Front
Elevation 88'-
101/8" ---- - I 17'-
19/16" 2'-
10" " 2' 0" i
ez
0 T A O
247'-
4" — — - - -- - - - - -- -' Rear
Elevation Y _
OFFICEPERMIT _ _ PLANS REVIEWED CITY
Of SANFORG
jf PAMSON
SIGN GROUP re n+u Tw-rm
f/.1/1N r5llY"f
Tslfm 1/DJHIIfI/
top of parapet
31'-6'A. F, S.
top of parapet
24'-0
bottom of safflt
15'-0'A.F.S!
first floor
0'-O'A.F.S
Partial South Elevation
South Elevation
Y-3 3/8"
17'-1 9/16"
53'-3/8"
479'-6 1 /4"
09209
TOY/ AA DAVID MAUS TOVOTA
T i 2925 NorthP.O. Box 52Y
17-92
f j j
Longwood,FL
P"sjj g 555 Ellaamara fload Dare N.T.S. Scs/e
L'/$ Ij$ TTISO! Toronto, Ontario, Gnada z. 6E6 July 25, 2005
SIGN GROUP
TO 11161759-1111 A. DiMarcG Sala. Rep 050012 Design No. Fa. (
1161 759-1965 Toll
Fr.. 1-800-266-6536 www.
pettisonsign.com RF Designer RI December 1, 2005 Revision Note A
Dluiaipn of Jim Pania Ineurtd., Lni All
6,hu Waned. Ne part of Ml. -Mn, m be nproeuped in any term vim--1., p.rmheion from Pan/eon 6/pn G.., 0
c
e
0
10
SITE
PLAN LOCATION
TO
BE DETERMINED Is,
drn.. TOYOTAJobNo. 11
en
ueueuper P.nM1on+6i.n Gaup Mm.
n an. 1 np D++. 1. u+.e, fn. all.nr aen.r m.n.a 09209 eu#omer Approv.l re..
1.n . appll.e.1 P.man slen Gnup. p.
un.r .q a.e+dnnv. P+Voltage:
DAVID
MAUS TOYOTA Der.
120—
tt 2925 North Highway 17-92 P.
O. Box 52 Longwood,
FL OQCustom
Monument D/
F ILLUMINATED MONUMENT 0
SL60 ILLUMINATED
STACKED LOGO 3 LETTERS 0
Toy-3 (LOGO) NON -
ILLUMINATED TOYOTA LOGO 0
TB34 2)
TWO SETS OF ILLUMINATED TOYOTA BRAND SIGNS Si18 -
SERVICE EXTERIOR
ILLUMINATED CHANNEL LETTERS Si18 -
EXPRESS LUBE EXTERIOR
ILLUMINATED CHANNEL LETTERS Q
SBL15 ILLUMINATED
SCION LETTERS O
PDNN-18 NON -
ILLUMINATED DEALER NAME LETTERS Q
ELEVATIONS SEE
SEPERATE DRAWING 0
D34-4 CUSTOM D/
F ILLUMINATED DIRECTIONAL 1561sc
D/
F ILLUMINATED PYLON Q
D34-4 CUSTOM DIF
ILLUMINATED DIRECTIONAL LOCATION
TO BE DETERMINED SITE
PLAN
0 0
5/8" PLYWOOf
2 1 /4" ACM
PANEL W/
AIR SPACE
AIR SPA
TYP SECTION THRU LETTER
T-1 9/16"
2. FASTENERS
THIS LETTER ONLY)
ELEVATION & MOUNTING LOCATIONS
MINIMUM OF 3 FASTENERS PER LETTER
EXCEPT WHERE NOTED)
DOD
THRU BOLT NOTE:
FOR ALL WALL APPLICATIONS WITH E.I.F.S.
ON THE EXTERIOR SURFACE, USE PIPE SPACERS
AND SEALA141 TO AVOID DAMAGING EXTERIOR SURFACE.
NOTE:
DO NOT USE THIS DRAWING FOR
GRAPHIC PRODUCTION. USE
ARTWORK PROVIDED
ELECTRONICALLY.
NOTE:
PROVIDE FLAT WASHERS
AND LOCK WASHERS
ALL CONNECTIONS
STER POWER SCOPE:
PPLY THE SCOPE OF THIS DRAWING IS LIMITED
ELECTRICAL DESIGN TO THE DESIGN OF THE FASTENERS
BY OTHERS WHICH ATTACH THE LETTERS TO THE WALL.
NO ANALYSIS HAS BEEN PERFORMED ON
THE LETTERS.
NOTES:
DESIGN IS BASED UPON 110 MPH 3 SEC. GUST
DESIGN WIND SPEED PER FBC 2004.
EXPOSURE C.
2. NO ADDITIONAL WIND CATCHING SURFACES ARE ADDED
TO THE BUILDING STRUCTURE, THE CUSTOMER'S BUILDING
ENGINEER IS TO DETERMINE THE ADEQUACY OF THE
SUPPORTING STRUCTURE.
3. LETTERS DESIGN BY OTHERS.
4. MAX TENSION PER FASTENER - 15 LBS.
MAX SHEAR PER FASTENER - 5 LBS.
5. AS PRESCRIBED BY THE FLORIDA BUILDING CODE
GENERAL SIGN PROVISION, ALL PLASTIC MATERIAL
SHALL STATE THE BURN RATE IN ACCORDANCE
WITH ASTM D635. POLYCARBONATE FACES USED
ON THIS SIGN (SUNGARD MANUFACTURED BY
SPARTECH PLASTICS OR EQUAL) ARE RATED 1.5"
PER MINUTE FOR THICKNESS LESS THAN 1/2"
IN THICKNESS.
6. THIS INSTALLATION WAS DESIGNED TO BE INSTALLED
AT THE ADDRESS SHOWN BELOW AND SHOULD NOT
BE USED AT OTHER LOCATIONS UNLESS DEEMED
SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER.
5/8" PLYWoor
2 1 /4" ACM
PANEL W/
AIR SPACE
AIR SPAT
TYP SECTION THRU LETTER
12'-8 1 /16"
7'-8"
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
ELEVATION & MOUNTING LOCATIONS
MINIMUM OF 3 FASTENERS PER LETTER
NOTES:
1. DESIGN IS BASED UPON 110 MPH 3 SEC. GUST
YWOOD DESIGN WIND SPEED PER FBC 2004.
EXPOSURE C.
THRU BOLT 2. NO ADDITIONAL WIND CATCHING SURFACES ARE ADDED
TO THE BUILDING STRUCTURE, THE CUSTOMER'S BUILDING
ENGINEER IS TO DETERMINE THE ADEQUACY OF THE
SUPPORTING STRUCTURE.
3. LETTERS DESIGN BY OTHERS.
4. MAX TENSION PER FASTENER - 20 LBS.
MAX SHEAR PER FASTENER - 5 LBS.
5. AS PRESCRIBED BY THE FLORIDA BUILDING CODE
GENERAL SIGN PROVISION, ALL PLASTIC MATERIAL
SHALL STATE THE BURN RATE IN ACCORDANCE
of WITH ASTM D635. POLYCARBONATE FACES USED
ON THIS SIGN (SUNGARD MANUFACTURED BY
SPARTECH PLASTICS OR EQUAL) ARE RATED 1.5"
PER MINUTE FOR THICKNESS LESS THAN 1/2"
IN THICKNESS.
6. THIS INSTALLATION WAS DESIGNED TO BE INSTALLED
AT THE ADDRESS SHOWN BELOW AND SHOULD NOT
BE USED AT OTHER LOCATIONS UNLESS DEEMED
SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER.
STER POWER
PPLY SCOPE:
LECTRICAL DESIGN THE SCOPE OF THIS DRAWING IS LIMITED
BY OTHERS TO THE DESIGN OF THE FASTENERS
WHICH ATTACH THE LETTERS TO THE WALL.
NO ANALYSIS HAS BEEN PERFORMED ON
THE LETTERS.
NOTE:
FOR ALL WALL APPLICATIONS WITH E.I.F.S.
ON THE EXTERIOR SURFACE, USE PIPE SPACERS
AND SEALANT TO AVOID DAMAGING EXTERIOR SURFACE.
NOTE:
DO NOT USE THIS DRAWING FOR
GRAPHIC PRODUCTION. USE
ARTWORK PROVIDED
ELECTRONICALLY.
NOTE:
PROVIDE FLAT WASHERS
AND LOCK WASHERS
ALL CONNECTIONS
i
i
2'MIN
EMBEDMENT
3/8" DIA. HILT] HIT ROD
WITH HY20 ADHESIVE W/
2" MIN EMBEDMENT
8" C.M.U.
THREE COAT STUCCO
4 13/16'
A
TYP SECTION THRU LETTER
N
1 3/4'
ELEVATION
MINIMUM OF 6 FASTENERS PER LOGO
MINIMUM OF 3 FASTENERS PER LETTER
E COAT STUCCO NOTES:
3/8" DIA. HILTI HIT ROD INSTALLATION DESIGN IS BASED UPON 110 MPH 3 SEC GUST
WITH HY20 ADHESIVE W/ DESIGN WIND SPEED PER FBC 2004 EXPOSURE C,
2" MIN EMBEDMENT COMPONENTS AND CLADDING.
MAX. TENSION PER FASTENER IS APPROXIMATELY 55 LB.
MAX. SHEAR PER FASTENER IS APPROXIMATELY 5 LB.
NO ADDITIONAL WIND CATCHING SURFACES ARE ADDED
TO THE PORTAL STRUCTURE, THE PORTAL MANUFACTURER'S
ENGINEER IS TO DETERMINE THE ADEQUACY OF THE
SUPPORTING STRUCTURE.
THIS INSTALLATION WAS DESIGNED TO BE INSTALLED
AT THE ADDRESS SHOWN BELOW AND SHOULD NOT
BE USED AT OTHER LOCATIONS UNLESS DEEMED
SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER.
LOGO AND LETTERS
DESIGN BY OTHERS
ELECTRICAL DESIGN
BY OTHERS
NOTE:
DO NOT USE THIS DRAWING FOR
GRAPHIC PRODUCTION. USE
ARTWORK PROVIDED
ELECTRONICALLY.
NOTE:
PROVIDE FLAT WASHERS
AND LOCK WASHERS
ALL CONNECTIONS
SECTION A —A
5/0 PLIVVUV
2 1 /4" ACM
PANEL W/
AIR SPACE
AIR SPA,
TYP SECTION THRU LETTER
FASTENER LOCATION
TYP.)
13'-2 9/16"
2 FASTENERS
THIS LETTER ONLY)
1 1/2-MAX
ELEVATION & MOUNTING LOCATIONS
MINIMUM OF 3 FASTENERS PER LETTER
EXCEPT WHERE NOTED)
HNOTE:
OOD
FOR ALL WALL APPLICATIONS WITH E.I.F.S. ON
THE EXTERIOR SURFACE, USE PIPE SPACERS THRU
BOLT AND SEALANT TO AVOID DAMAGING EXTERIOR SURFACE. i
i
STER
POWER PPLY
CTRICAL
DESIGN BY
OTHERS NOTE:
DO
NOT USE THIS DRAWING FOR GRAPHIC
PRODUCTION. USE ARTWORK
PROVIDED ELECTRONICALLY.
NOTE:
PROVIDE
FLAT WASHERS AND
LOCK WASHERS ALL
CONNECTIONS SCOPE:
THE
SCOPE OF THIS DRAWING IS LIMITED TO
THE DESIGN OF THE FASTENERS WHICH
ATTACH THE LETTERS TO THE WALL. NO
ANALYSIS HAS BEEN PERFORMED ON THE
LETTERS. NOTES:
1.
DESIGN IS BASED UPON 110 'MPH 3 SEC. GUST DESIGN
WIND SPEED PER FBC 2004. EXPOSURE
C. 2.
NO ADDITIONAL WIND CATCHING SURFACES ARE ADDED TO
THE BUILDING STRUCTURE, THE CUSTOMER'S BUILDING ENGINEER
IS TO DETERMINE THE ADEQUACY OF THE SUPPORTING
STRUCTURE. 3.
LETTERS DESIGN BY OTHERS. 4.
MAX TENSION PER FASTENER - 25 LBS. MAX
SHEAR PER FASTENER - 5 LBS. 5.
AS PRESCRIBED BY THE FLORIDA BUILDING CODE GENERAL
SIGN PROVISION, ALL PLASTIC MATERIAL SHALL
STATE THE BURN RATE IN ACCORDANCE WITH
ASTM D635. POLYCARBONATE FACES USED ON
THIS SIGN (SUNGARD MANUFACTURED BY SPARTECH
PLASTICS OR EQUAL) ARE RATED 1.5" PER
MINUTE FOR THICKNESS LESS THAN 1/2" IN
THICKNESS. 6.
THIS INSTALLATION WAS DESIGNED TO BE INSTALLED AT
THE ADDRESS SHOWN BELOW AND SHOULD NOT BE
USED AT OTHER LOCATIONS UNLESS DEEMED SUITABLE
BY A COMPETENT PROFESSIONAL ENGINEER.
5/8" PLYWOOC
2 1 /4" ACb
PANEL W/
AIR SPACE
AIR SPAC
ELEVATION & MOUNTING LOCATIONS
MINIMUM OF 6 FASTENERS
PLYWOOD
3/8" THRU BOLT
SCOPE:
THE SCOPE OF THIS DRAWING IS LIMITED
TO THE DESIGN OF THE FASTENERS
WHICH ATTACHES THE LOGO TO THE WALL.
NO ANALYSIS HAS BEEN PERFORMED ON
THE LOGO.
ELECTRICAL DESIGN
BY OTHERS
NOTES:
1. DESIGN IS BASED UPON 110 MPH 3 SEC. GUST
DESIGN WIND SPEED PER FBC 2004.
EXPOSURE C.
2. NO ADDITIONAL WIND CATCHING SURFACES ARE ADDED
TO THE BUILDING STRUCTURE, THE CUSTOMER'S BUILDING
ENGINEER IS TO DETERMINE THE ADEQUACY OF THE
SUPPORTING STRUCTURE.
3. LOGO DESIGN BY OTHERS.
4. MAX TENSION PER FASTENER — 55 LBS.
MAX SHEAR PER FASTENER — 5 LBS.
5. AS PRESCRIBED BY THE FLORIDA BUILDING CODE
GENERAL SIGN PROVISION, ALL PLASTIC MATERIAL
SHALL STATE THE BURN RATE IN ACCORDANCE
WITH ASTM D635. POLYCARBONATE FACES USED
ON THIS SIGN (SUNGARD MANUFACTURED BY
SPARTECH PLASTICS OR EQUAL) ARE RATED 1.5"
PER MINUTE FOR THICKNESS LESS THAN 1 /2"
IN THICKNESS.
6. THIS INSTALLATION WAS DESIGNED TO BE INSTALLED
AT THE ADDRESS SHOWN BELOW AND SHOULD NOT
BE USED AT OTHER LOCATIONS UNLESS DEEMED
SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER.
NOTE:
FOR ALL WALL APPLICATIONS WITH E.I.F.S.
ON THE EXTERIOR SURFACE, USE PIPE SPACERS
AND SEALANT TO AVOID DAMAGING EXTERIOR SURFACE.
NOTE:
00 NOT USE THIS DRAWING FOR
GRAPHIC PRODUCTION. USE
ARTWORK PROVIDED
ELECTRONICALLY.
NOTE:
PROVIDE FLAT WASHERS
AND LOCK WASHERS
ALL CONNECTIONS
TYP SECTION THRU LETTER
CURVED GLASS
STRUCTURE
El%/ \ICC) n 10'-
5 13/16" 7'-
8 11 /16" 1
0
I
in
I 11'—
15/16" co
00
00
SEE
SHEET 4 FOR LOCATION
OF ATTACHMENT
POINTS NON -
ILLUMINATED DEALERNAME LETTERS FASTENER NOTE: MINIMUM
NUMBER OF FASTENERS=2 FOR LETTER "I" MINIMUM
NUMBER OF FASTENERS=3 FOR LETTERS "A" AND "V' ALL
OTHER NON -ILLUMINATED DEALERNAME LETTERS HAVE A MINIMUM OF) 4
FASTENERS PER LETTER. SEE
PAGE 5 OF 5 FOR FASTENER DETAILS. FRONT
ELEVATION LOGO
INSTALLATION NOTES 1.
REMOVE TOP LOCKING NUT FROM THE CONDUIT AND SET RETAINING NUT TO
A DEPTH OF 2" FROM THE GLASS. TRIM
BRACKETS TO ALLOW THE LOGO TO PROJECT FROM THE GLASS A TOTAL OF 2" 2.
ADJUST MOUNTING BRACKETS ON THE REAR OF THE LOGO TO ENSURE A PROPER FIT. THIS
MAY REQUIRE REMOVAL OF A SET OF BRACKETS FROM THE REAR OF THE LOGO AND
DRILLING NEW HOLES SO THEY ALIGN WITH EXISTING WALL BRACKETS. 3.
ONCE BRACKETS ARE ALIGNED, MATCH DRILL A 7/16" HOLE IN EACH SET OF THE WALL BRACKETS
FOR PLACEMENT OF 3/8" BOLTS. 4.
SECURE LOGO TO WALL USING 3/8" BOLTS. DO
NOT USE THE CONDUIT TO SUPPORT THE LOGO DURING THIS PROCESS. 5.
ONCE LOGO IS ATTACHED TO GLASS, REINSTALL THE LOCKING NUTS TO THE CONDUIT AND
TIGHTEN. 6.
ATTACH WIRE THAT IS PULLED THROUGH CONDUIT TO EACH OF THE ENDS OF THE LED RUNS
USING THE SLPICE CONNECTORS THAT ARE PROVIDED. 7.
DO NOT INSTALL FACE UNTIL YOU TEST LIGHT THE LED'S. 8.
CLEAN LOGO OF ANY DEBRIS THAT HAS GOTTEN ON THE LOGO DURING THE INSTALLATION PROCESS.
9.
CLEAN JOBSITE OF ALL INSTALLATION DEBRIS. SIGN
CABINETS AND
LETTERS DESIGN
BY OTHERS ELECTRICAL
DESIGN BY
OTHERS NOTE:
DO
NOT USE THIS DRAWING FOR GRAPHIC
PRODUCTION. USE ARTWORK
PROVIDED ELECTRONICALLY.
NOTE:
PROVIDE
FLAT WASHERS AND
LOCK WASHERS ALL
CONNECTIONS NOTES:
INSTALLATION
DESIGN IS BASED UPON 110 MPH 3 SEC GUST DESIGN
WIND SPEED PER FBC 2004 EXPOSURE C, COMPONENTS
AND CLADDING. PRODUCT
DESIGN BY OTHERS. NO
ADDITIONAL WIND CATCHING SURFACES ARE ADDED TO
THE PORTAL STRUCTURE, THE PORTAL MANUFACTURER'S ENGINEER
IS TO DETERMINE THE ADEQUACY OF THE SUPPORTING
STRUCTURE. THIS
INSTALLATION WAS DESIGNED TO BE INSTALLED AT
THE ADDRESS SHOWN BELOW AND SHOULD NOT BE
USED AT OTHER LOCATIONS UNLESS DEEMED SUITABLE
BY A COMPETENT PROFESSIONAL ENGINEER.
1-1/2"X1-1/2"X1,
ALUMINUM AN(
3" LC
9/16"
7/16" HOLE
FIELD DRILL)
EDGE OF MERO
AL BRACKET
IMERO AL BRACKET
Ut I AIL A
MERO TRANSLUCENT
GLASS
MERO 3" NYLON GASKETS
MERO 3" AL WASHERS
L, MERO CLAMPING NUTS
13/16" THREADED CONDUIT
INSTALLED BY MERO)
MERO NYLON SLEEVE
X2X1 /4
LATE WASHER
LOGO INSTALLATION
3/8"X3" SS
BOLT W/FLAT, LOCK
WSHRS, NUT
125 AL SIGN BACK
8"
2"
OUTER EDGE OF COVER
PLATE ON EXTRUSION
ADDITIONAL LOCK NUTS SUPPLIED
BY MERO FOR USE BY INSTALLER MERO AL BRACKET
FIELD CUT AND DRILL)
TOYOTA LOGO--J
3/8" DIA X
1-1/2" LONG
SS BOLTS
W/FLAT, LOCK
SECTION C-C
WSHRS, NUT
SECTION D-D
N
N
1
SEE DETAIL A
NOTE:
GLASS ATTACHMENT EXTRUSION
MUST BE FIELD NOTCHED AROUND
LOGO MOUNTING CLIP AS REQUIRE(
SECTION A2 A
NOTE:
BRACKETS MUST BE FIELD CUT
TO LENGTH BY SIGN INSTALLER
OUTER EDGE OF COVER
PLATE ON EXTRUSION
MERO AL BRACKET
INSTALLER TO FIELD CUT AND DRILL)
TOYOTA LOGO
3/8" DIA X ' '
1-1/2" LONG SECTION B-B
SS BOLTS
W/FLAT, LOCK
WSHRS, NUT
SEE DETAIL A
FOYOTA LOGO
3ACK
3/8" DIA X
1-1/2" LONG
SS BOLTS
W/FLAT, LOCK
WSHRS, NUT
MERO AL
BRACKET
INSTALLER TO
FIELD CUT
TO 2" LONG)
I
N
m1
SEE DETAIL A
Ll
5
I
ILLUMINATED TOYOTA LETTER INSTALLATION
13/16" THREADED
10-24X3-1
AL THREADED R
2-1/2" LO
WITH (4) NUTS A
1-1 /2" PLASTIC GLUE P
TUBELITE ID#UN31-1/2PLASPAD/
TYPICAL SECTION
MERO TRANSLUCENT
GLASS
MERO 3" NYLON GASKETS
MERO 3" AL WASHERS
MERO CLAMPING NUTS
13/16" THREADED CONDUIT
MERO NYLON SLEEVE
ILLUMINATED
LOCTITE TWO-PART
XY GEL ON ENTIRE
FACE OF PADS
I: 01-32427
E:
XY TO BE APPLIED AND CURED
VE 507 FOR 24 HRS.
10-24X,)-114
AL THREADED ROD 2..
02-1/2" LONG
WITH (4) NUTS AND SECTION E-E
1-1 /2" PLASTIC GLUE PAD
TUBELITE ID#UN31-1/2PLASPAD/EA
064 AL LETTER BACK
FACE OF LETTER
ADDITIONAL LOCK NUTS SUPPLIED IBYMEROFORUSEBYINSTALLER
II - 3' AL WASHERS
3"
SECTION D-D
1L LETTER BACK
USE LOCTITE TWO-PART
EPDXY GEL ON ENTIRE
SURFACE OF PADS
P/N: 01-32427
i
N
c0
tj N
DO
I
Ni O-
10-24X3-1/2" J
r.
AL THREADED ROD
02-1/2" LONG
WITH (4) NUTS AND
1-1/2" PLASTIC GLUE PAD
TUBELITE ID#UN31-1/2PLASPAD/EA
TYP)
LETTER INSTALLATION NOTES
io co
io ;
io
M 7' i \
ILLUMINATED TOYOTA LETTER INSTALLATION
1. CLEAN GLASS THOROUGHLY TO ENSURE PROPER BOND.
2. FOR ILLUMINATED LETTERS REMOVE TOP LOCKING NUT FROM THE CONDUIT AND SET
RETAINING NUT TO A DEPTH OF 2" FROM THE GLASS.
3. MIX SMALL AMOUNT OF EPDXY GEL, AND APPLY ACCORDING TO
MANUFACTURER'S SPECIFICATIONS OVER ENTIRE SURFACE OF GLUE PADS.
4. POSITION LETTER ON GLASS.
5. HOLD LETTER IN PLACE FOR 24 HOURS UTILIZING CLEAR DUCT TAPE
WHILE EPDXY GEL' CURES.
6. ONCE ILLUMINATED LETTER IS ATTACHED TO GLASS, REINSTALL THE LOCKING NUTS
TO THE CONDUIT AND TIGHTEN.
7. ATTACH WIRE THAT IS PULLED THROUGH CONDUIT TO EACH OF THE ENDS OF THE
LED RUNS USING THE SLPICE CONNECTORS THAT ARE PROVIDED.
8. DO NOT INSTALL FACE UNTIL YOU TEST LIGHT THE LED'S.
9. REPEAT PROCESS FOR EACH LETTER TO BE INSTALLED.
10. ONCE DUCT TAPE HAS BEEN REMOVED, CLEAN LETTERS OF ANY DEBRIS
AND ANY TAPE ADHESIVE THAT REMAINS ON THE LETTERS FROM THE
11. INSTALLATION PROCESS.
CLEAN JOBSITE OF ALL INSTALLATION DEBRIS.
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Client Project NumMr. I Client Drawing Number.
TOY09209 61013070
INSTAU ATION ADDRESS:
DAVID MAUS TOYOTA
1160 RINEHART ROAD
SANFORD, FL 32771
CLIENT:
THE INSITE GROUP
7675 OAK RIDGE HWY
KNOXVILLE, TN 37931
GREGORYA. CAMPBELL, P.E.
9051 Executive Park Dr. —Ste. 200 . Knoxville, Tennessee . 37923
865) 539-4001 . fox:(865) 539-0851
SNT. BY: Project Number.
4 JBL 1 06-0037
OF DATE: Drawing Number.
5 1/18/06 1 8101456
I
TETHER WIRE WR
AROUND EXTRUSIO
AND CRIMPED
VERTICAL JOINT A
HEADER (INS1
BY
10-24 Al
WITH (2) 1-
TUBELITE ID#UN31-
NON-ILLUMINATED DEALERNAME LETTER INSTALLATION
MERO TRANSLUCENT MERO TRANSLV%,
GLASS GL
MERO EXTRUSION BLACK PLAS1
CAP DEALERNAME LETTI
BLACK PLASTIC
DEALERNAME LETTER BLACK PLASTIC LETTER
ATTACHMENT TETHER
10-24 AL THREADED ROD
01-1/4 LONG
WITH (2) 1-1/2" GLUE PADS
TUBELITE I0#UN31-1/2PLASPAD/EA
SECTION F-F
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TYPICAL SECTION
JOINT AT TOP OF RED HEADER
USE LOCTITE TWO-PART
EPDXY GEL ON ENTIRE
SURFACE OF PADS
P/N: 01-32427
NOTE:
EPDXY TO BE APPLIED AND CURED
ABOVE 507 FOR 24 HRS.
MERO STEEL STRUCTURE
MERO TETHER WIRE WRAPPED
AROUND TUBE & CRIMPED
AT EVERY VERTICAL JOINT
ACROSS HEADER
INSTALLED BY MERO)
MERO STEEL STRUCTURE
I I
I I
I I I
I I
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MERO TETHER WIRE WRAPPED
AROUND TUBE & CRIMPED
AT EVERY VERTICAL JOINT
ACROSS HEADER
INSTALLED BY MERO)
MERO WIRE CRIMPS
BERKLEY WIRE CONNECTOR
SLEEVES (15- 45 LBS)
9 1 1 i ftr11 12402 — v1 1 iv/vv 01v vav
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This instrument prepared by:
Name
t Address
Permit # Folio #
NOTICE OF COMMENCEMENT
State of Florida
County of sc*n; n•Ic
The undersigned hereby gives notice that improvement will be made to
certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement:
1. Property Legal Description Lot Unit lock []BIdg
Subdivision/Condominium
If Lengthy Legal, please see description attached hereto
NARYANNE MRSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 06162 Ras 0873 - 875; ts;ms)
CLERK'S * 208604 2=r= 6
RECORDED 03/1612M 11:2035 AN
RECORDING FEES 16.00
RECORDED BY L M-Kinley
space above reserved for use
2. General Description of
Improvement: ,fie w,,, as Dav r d Ma a S To y e 4 n l
3. Property Owner Name: ir} LA.+ o rr, s 4- i e r .} CQ r- a v P --AMC-
Mailing Address: P. o g e x ! L c/ u o+ P 4, a Ln x Z~ AS I I
and interest in property:
Name/mailing address of
fee simple title holder if
other than owner:
4. Contractor name:
X/ Address: ?
t/ Phone Number: 8 ! 3 _ Fax#: (optional- ii service by fax is
5. If Surety Bond, Name: /04
and address of Surety.
and amount of Bond: $ (Copy of bond must be attached to this Notice at time of recording)
Phone Number: Fax#: (optional- r service by fax is acceptable)
S. Lender name: ty /q
Address:
Phone Number: Fax#: (optional- if service by fax is acceptable)
7. Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices
or other documents may be served as provided by Section 713.13(1)(A)7., Florida Statutes:
Name: rV /q
Address:
Phone Number: Fax#: (optional- if service by fax is acceptable)
g In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as
provided by Section 713.13(1)(B), Florida Statutes:
Name: LA
Address:
Phone Number: Fax#: (optional- if service by fax is acceptable)
Z(oV
9. Expiration date of this (Expires one year from date recorded unless a different date is specified)
Uwrte,rrsor. Arf,-A
6wnersignature: try=Owner signature:
Printed name: Printed name:
SWORN TO AND SUBSCRIBED before me
this :1{day of 200__, by:
personally known to me ei pwgl eet#- as idC2I1fJ;aWR
Notary signature:
Printed name:
OFFICIAL SEAL
CINDY L. GAINES
NOTARY PUBUG-ARIZONA
MARICOPA COUNTY
My Comm.=xpires Aril 2. 2006
i la, S
Name
ER lrltu Cur,
ZMycommissionexpires: 1——
C MORSE
CI ER of CCOURTo nr FLORIDA
pEPUTy CL RK
MAR 1. 6*
space above this line reserved for use of the recording office
Return recorded document to:*0 Address
LEGAL DESCRIP7701V
Tract 16 and 1
A PORTION OF TRACTS 16 AND 17, SEMINOLE TOWNE CENTER REPLAT, PLAT BOOK 47,
PAGES 8-10, PUBLIC RECORDS, SEMINOLE COUNTY, FLORIDA, SECTION 32, TOWNSHIP 19
SOUTH, RANGE 30 EAST AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT—OF—WAY MAP, SECTION NO. 77160— 2441, BEING A PORTION OF LANDS AS
DESCRIBED IN OFFICIAL RECORDS BOOK 2538, PAGE 1962, PUBLIC RECORDS OF SEMINOLECOUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 32
A 2" IRON PIPE AS NOW EXISTS), RUN NORTH 89'50'41" WEST ALONG THE SOUTH LINE
OF SAID NORTHWEST 1/4 FOR 13.79 FEET TO THE SOUTHEAST CORNER OF SAID TRACT
16 (A 1/2" IRON ROD LB #3556, 0.3 FOOT NORTH AS NOW EXISTS) SAID POINT BEING
THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'50'41" WEST ALONG THE SOUTH
LINE OF SAID TRACT 16 FOR 2053.56 FEET TO A POINT; THENCE RUN NORTH 22'26'14"
EAST FOR 109.58 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY,
THENCE RUN EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1125.98 FEET, A
CENTRAL ANGLE OF 61'55'10 AN ARC LENGTH OF 1216.84 FEET, AND CHORD BEARING
OF NORTH 53'23'48" EAST TO A POINT; THENCE RUN NORTH 84'21'23" EAST FOR 299.84
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY; THENCE RUN
EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1477.83 FEET, A CENTRAL ANGLE
OF 12'34'01", AN ARC LENGTH OF 324.14 FEET, AND CHORD BEARING OF SOUTH
75'25'21", EAST TO A POINT; THENCE RUN NORTH 00'00'00" EAST FOR 166.17 FEET TO
A POINT; THENCE RUN NORTH 84'31'35 EAST FOR 428.11 FEET TO A POINT; THENCE
RUN NORTH 84'56'05" EAST FOR 99.44 FEET TO A POINT; SAID POINT BEING ON THE
WESTERLY RIGHT—OF—WAY LINE OF TOWNE CENTER BOULEVARD, THENCE RUN SOUTH
17'36'30" WEST ALONG SAID RIGHT—OF—WAY LINE 373.40 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG SAID
WESTERLY RIGHT—OF—WAY LINE AND SAID CURVE, HAVING A RADIUS LENGTH OF 725.00
FEET, A CENTRAL ANGLE OF 38-24-52", AN ARC LENGTH OF 486.08 FEET, A CHORD
LENGTH OF 477.03 FEET, AND A CHORD BEARING OF SOUTH 01'35'57" EAST TO THE
POINT OF TANGENCY; THENCE RUN SOUTH 20'48'23" EAST, ALONG SAID WESTERLY
RIGHT —OF— WAY LINE, 125.79 FEET TO A POINT LYING ON THE SOUTH LINE OF THE
AFORESAID NORTHWEST QUARTER OF SECTION 32, TO THE POINT OF BEGINNING,
Truc I A
THE EAST 5 CHAINS OF THE SOUTHWEST ONE QUARTER OF SECTION 32, TOWNSHIP 19
SOUTH, RANGE 30 EAST, LYING NORTH OF RINEHART ROAD.
THE ABOVE DESCRIBED TRACTS OF LAND LIE IN THE CITY OF SANFORD, SEMINOLE
COUNTY, FLORIDA.
LEGAL 2ESCRIF77ON
Tract 16 and 17
A PORTION OF TRACTS 16 AND 17, SEMINOLE TOWNE CENTER REPLAT, PLAT BOOK 47, PAGES 8-10, PUBLIC RECORDS, SEMINOLE COUNTY, FLORIDA, SECTION 32, TOWNSHIP 19SOUTH, RANGE 30 EAST AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATIONRIGHT—OF—WAY MAP, SECTION NO. 77160— 2441, BEING A PORTION OF LANDS ASDESCRIBEDINOFFICIALRECORDSBOOK2538, PAGE 1962, PUBLIC RECORDS OF SEMINOLECOUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 32A2" IRON PIPE AS NOW EXISTS), RUN NORTH 89'50'41" WEST ALONG THE SOUTH LINEOFSAIDNORTHWEST1/4 FOR 13.79 FEET TO THE SOUTHEAST CORNER OF SAID TRACT16 (A 1/2" IRON ROD LB #3556, 0.3 FOOT NORTH AS NOW EXISTS) SAID POINT BEINGTHEPOINTOFBEGINNING; THENCE CONTINUE SOUTH 89'50'41" WEST ALONG THE SOUTHLINEOFSAIDTRACT16FOR2053.56 FEET TO A POINT; THENCE RUN NORTH 22'26'14" EAST FOR 109.58 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY, THENCE RUN EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1125.98 FEET, ACENTRALANGLEOF61'55'10", AN ARC LENGTH OF 1216.84 FEET, AND CHORD BEARINGOFNORTH53'23'48" EAST TO A POINT; THENCE RUN NORTH 84'21'23" EAST FOR 299.84FEETTOTHEPOINTOFCURVATUREOFACURVECONCAVENORTHERLY; THENCE RUNEASTERLYALONGSAIDCURVEHAVINGARADIUSOF1477.83 FEET, A CENTRAL ANGLEOF12'34'01", AN ARC LENGTH OF 324.14 FEET, AND CHORD BEARING OF SOUTH75'25'21", EAST TO A POINT; THENCE RUN NORTH 00'00'00" EAST FOR 166.17 FEET TOAPOINT; THENCE RUN NORTH 84'31'35 EAST FOR 428.11 FEET TO A POINT; THENCERUNNORTH84'56'05" EAST FOR 99.44 FEET TO A POINT; SAID POINT BEING ON THEWESTERLYRIGHT—OF—WAY LINE OF TOWNE CENTER BOULEVARD, THENCE RUN SOUTH17'36'30" WEST ALONG SAID RIGHT—OF—WAY LINE 373.40 FEET TO THE POINT OFCURVATUREOFACURVECONCAVEEASTERLY, THENCE RUN SOUTHERLY, ALONG SAIDWESTERLYRIGHT—OF—WAY LINE AND SAID CURVE, HAVING A RADIUS LENGTH OF 725.00FEET, A CENTRAL ANGLE OF 38-24'52", AN ARC LENGTH OF 486.08 FEET, A CHORDLENGTHOF477.03 FEET, AND A CHORD BEARING OF SOUTH 01'35'57" EAST TO THEPOINTOFTANGENCY; THENCE RUN SOUTH 20'48'23" EAST, ALONG SAID WESTERLYRIGHT —OF— WAY LINE, 125.79 FEET TO A POINT LYING ON THE SOUTH LINE OF THEAFORESAIDNORTHWESTQUARTEROFSECTION32, TO THE POINT OF BEGINNING.
Troc I A
THE EAST 5 CHAINS OF THE SOUTHWEST ONE QUARTER OF SECTION 32, TOWNSHIP 19SOUTH, RANGE 30 EAST, LYING NORTH OF RINEHART ROAD.
THE ABOVE DESCRIBED TRACTS OF LAND LIE IN THE CITY OF SANFORD, SEMINOLECOUNTY, FLORIDA.