SGN2003-12014 (2)
SGN2003 -120 14
24086 US Hwy 19 N
Shell
SCALE: 1" = 20'
LEGEND
AC AIR CONDfTlONER
(C) CALCULA1ED MfASUREJAENT
CLf (}WN UNK fENCE
CONe CONCRETE
CSW CONCRETE SIDEWALK
(D) OEm MEASUREMENT - CALL
(F) FIElD t.lEASUREJAENT
FCII4 FOUND CONCRETE MONUMENT
FlP FOUND IRON PIPE
FIR FOUND IRON ROD
FPKND FOUND PK NAIL & DISK
FPP FOUND PINCHm PIPE
10 IDENTIFICATION
L8 UCENSED BUSINESS NUMBER
LP lIGHT POlE
LS UCENsm SURVEYOR
OHW OVERHEAD WIRE
(P) PLAT MEASUREMENT - CALL
PlS PROFESSIONAL llIND SURVEYOR
PP POWER POLE
PRU PERMANENT REFERENCE
MONUMENT
R/W RIGHT-Of-WAY
SIR SET IRON ROD
SPKND SET PK NAIL & DISK
WOF WOOD fENCE
W WATER MffiR
LEGAL DESCRIPTION:
THA T PART OF LOT 2, BLACKBURN'S SUBDIVISION DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF LOT 2, BLACKBURN'S SUBDIVISION, AS RECORDED IN PLAT BOOK 24, PAGE 62, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA FOR A POINT OF BEGINNING; RUN THENCE S01002'38"W, ALONG THE WEST
RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, 170.66 FEET; THENCE N89048'12"W, ALONG THE NORTH RIGHT-OF-WAY LINE OF COUNTY ROAD 50, 99.96 FEET; THENCE BY A CURVE TO THE LEFT, WHOSE CHORD IS S88016'48"W, 100.12 FEET, AND WHOSE
ARC IS 100.14 FEET, AND WHOSE RADIUS IS 1492.40 FEET; THENCE N01002'38"E, 171.72 FEET; THENCE N89050'20"E, ALONG THE NORTH LINE OF SAID LOT 2, 200.0 FEET TO THE POINT OF BEGINNING.
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MOTlVA ENTERPRISES LLC
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CURVE TABLE
CHORD CHORD CENTRAL
CURVE LENGTH RADIUS BEARING LENGTH ANGLE
C1 0 100.14' 1492.40' S88016' 48"W 1 00.12' 3"50' 40"
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SURVEYOR'S NOTES:
1. NOT VALID Wl1l1OUT 1l1E SIGNATURE AND mE ORIGINAL RAISED SEAL OF
A FLORIDA UCENSED SURVEYOR AND MAPPER,
2" BASIS OF BEARINGS: PLATTED AND DEEDED BEARING OF N89"50'20.E,
ALONG mE NOR1l1 LINE OF LOT 2, AS SHOWN HEREON,
3. 1l1lS OFFICE HAS NOT ABSTRACTED 1l1lS FOR ANY RECORDED CLAJMS
OF TIn.E EASEMENTS OR RESTRICTIONS. 1l1E PRESENCE OR ABSENCE OF ANY
SUCH CLAIMS IS NOT CERDFlED HEREON.
4. NO UNDERGROUND IMPROVEMENTS OR UTIUDES WERE lOCATED EXCEPT
1l10SE SHOWN HEREON,
5. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929.
6. UNLESS NOTED 01l1ERWlSE, NO UNDERGROUND FOUNDATIONS LOCA lED,
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REVISIONS:
DATE: 11/3/03
DESIGN:
DRAWN: KAB
CHECKED: RWTH
REVISION:
FILE: PR25BDX
SCALE:
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PROJECT NUMBER:
PROG0025
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LEGEND
AC AIR CONDmoNER
(C) CAlCUlA1ID MEASUREMENT
CLF CHAIN UNK FENCE
CONe CONCRETE
CSN CONCRETE SIDEWAlJ(
(D) DEED MEASUREMENT - CAlL
(F) FIELD MEASUREMENT
FCM FOUND CONCRnE MONUMENT
FlP FOUND IRON PIPE
FIR FOUND IRON ROD
FPKND FOUND PK NAIL &; DISK
FPP FOUND PINCHED PIPE
ID IDENllflCATION
LB l..JCO'.ISID BUSINESS NUMBER
LP LIGHT POlE
LS lICENSED SUIM.YOR
OHW OVERHEAD WIRE
(p) PlAT MEASUREMENT - CAlL
PLS PROFESSIONAl. lAND SURVEYOR
PP POWER POLE
PRM PERMANENT REfERENCE
MONUMENT
R/W RlGHT-Of-WAY
SIR SET IRON ROO
SPKND SET PK NAIL &; DISK
WDF WOOD fENCE
WM WATER METER
LEGAL DESCRIPTION:
ll-fA T PART OF LOT 2, BLACKBURN'S SUBDIVISION DESCRIBED AS FOLLOWS:
BEGIN AT ll-fE NORll-fEAST CORNER OF LOT 2, BLACKBURN'S SUBDIVISION, AS RECORDED IN PLAT BOOK 24, PAGE 62, OF ll-fE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA FOR A POINT OF BEGINNING; RUN ll-fENCE S01002'38tfW, ALONG ll-fE WEST
RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, 170.66 FEET; TI-iENCE N89048'12tfW, ALONG TI-iE NORll-f RIGHT-OF-WAY LINE OF COUNTY ROAD 50, 99.96 FEET; TI-iENCE BY A CURVE TO TI-iE LEFT, WHOSE CHORD IS S88016'48tfW, 100.12 FEET, AND WHOSE
ARC IS 100.14 FEET, AND WHOSE RADIUS IS 1492.40 FEET; ll-fENCE N01002'38tfE, 171.72 FEET; TI-iENCE N89050'20tfE, ALONG TI-iE NORll-f LINE OF SAID LOT 2, 200.0 FEET TO TI-iE POINT OF BEGINNING.
CERTIFIED TO:
MOTlVA ENTERPRISES LLC
S89'50'20"W(P)
360.00'(P)
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A FLORIDA LICENSED SURVEYOR AND MAPPER.
2. BASIS OF BEARINGS: PLATTED AND DEEDED BEARING OF N89'50'20"E.
ALONG lliE NORlli LINE OF LOT 2, AS SHOWN HEREON.
3. llilS OFFlCE HAS NOT ABSTRACTED llilS FOR ANY RECORDED CLAIMS
OF TI1LE EASEMENTS OR RESTRICTIONS. lliE PRESENCE OR ABSENCE OF ANY
SUCH CLAIMS IS NOT CERTIFIED HEREON.
4. NO UNDERGROUND IMPROVEMENTS OR UTIUTIES 'NERE LOCATED EXCEPT
lliOSE SHOWN HEREON,
5, ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DAruM 1929,
6, UNLESS NOTED OlliERWlSE, NO UNDERGROUND FOUNDATIONS LOCATED.
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CURVE TABLE
CHORD CHORD CENTRAL
CURVE LENGTI-i RADIUS BEARING LENGll-f ANGLE
C1 D 100.14' 1492.40' S88"16' 48tfW 100.12' 3"50' 40tf
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DATE: 11/3/03
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CHECKED: RWTH
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PROJECT NUMBER:
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TEXACO TO SHELL RVI
Repaint Installation Specifications
Revised October 25, 2001
.
.
RETAIL VISUAL IDENTITY
-
LEVEL 2
CLEARWATER, FLORIDA
FOR
PLANS PREPARED BY:
DEVELOPMENT GROUP, INC.
4929 BAYSHORE BOULEVARD
TAMPA, FLORIDA 33611
PHONE (813) 805-0512
FAX (813) 805-0313
2850 E. CAMELBACK ROAD, SUITE 270
PHOENIX, ARIZONA 85016
NOTES: ALL EXTERIOR TOP COAT COLORS ARE SATIN-GLOSS FINISHES.
INTERIOR UNPAINTED ALUMINUM AND ANODIZED ALUMINUM WINDOW MULLIONS WILL NOT BE PAINTED, INTERIOR PREVIOUSLY PAINTED WINDOW
MULLIONS SHALL BE CLEANED THOROUGHLY WITH DETERGENT AND WATER AND RINSED WITI1 CLEAN WATER THEN APPLY lWO COATS~
JONES-BLAIR RUST-NOT ACRYLIC SATIN LATEX #351-0176 SHELL RVI #51 DARK GRAY. (SEE SECTION 3 FOR MATERIAL SPECiFiCATIONS)
AND
ALL PAINTING WORK SHALL BE CONDUCTED IN ACCORDANCE TO MANUFACTURER'S INSTRUCTIONS, INCLUDING PROPER SURFACE PREPARATION,
PRIMER APPLICATION AND FINISH COATING. NOTE: JONES-BLAIR TWO COMPONENT URETHANES ARE SPECIFIED IN THESE SPECIFICATIONS. USE OF THESE
PRODUCTS REQUIRES SPECIAL APPLICATION PROCEDURES. IT IS THE CONTRACTOR'S RESPONSIBIliTY' TO OBTAIN MATERIAL SAFETY DATA SHEETS AND
APPLICATION INSTRUCTIONS FROM THE MANUFACTURER FOR THE PRIMERS AND PAINTS USED IN THIS PROGRAM, A FIELD APPLICATION GUIDE AND ORDER
FORMS WILL BE PROVIDED BY CALLING JONES-BLAIR PAINT AT 1-800-492-9400, ATTENTION: WILL DRYDEN, SHELLEY LAWRENCE OR BOB SILVERNAIL.
1. GENERAL CONDITIONS
A. THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL NECESSARY TO MAINTAIN THE SITE IN GOOD CONDITION, WHICH IS CONDUCTIVE TO GOOD
WORKMANSHIP AND WHICH MITIGATES AS MUCH AS POSSIBLE THE UNPLEASANT APPEARANCE OF CONSTRUCTION. SHOULD DAMAGE OCCUR TO ANY
PERMANENT STRUCTURE OR PROPERTY, SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, THE CONTRACTOR WILL KEEP THE
PREMISES FREE FROM WASTE MATERIAL, RUBBISH AND OTHER DEBRIS RESULTING FROM THE WORK, AT THE COMPLETION OF THE WORK, HE WILL
REMOVE ALL WASTE MATERIALS, RUBBISH AND DEBRIS FROM ABOUT THE PREMISES AS WELL AS ALL TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY,
AND SURPLUS MATERIALS AND WILL LEAVE THE SITE CLEAN AND READY FOR USE BY THE OWNER. THE CONTRACTOR WILL RESTORE TO THEIR ORIGINAL
CONDITION THOSE PORTIONS OF THE SITE NOT DESIGNATED FOR ALTERATION BY THE CONTRACT DOCUMENTS,
B, THE CONTRACTOR SHALL EXERCISE EVERY PRECAUTION IN THE STORING OF PAINTS, SOLVENTS, CLEANING FLUIDS, RAGS AND SIMILAR MATERIALS TO
ELIMINATE THE RISK OF SPONTANEOUS COMBUSTION OR OTHER HAZARDOUS CONDITIONS. PORTABLE FIRE EXTINGUISHING EQUIPMENT SHALL BE
AVAILABLE IN A CONVENIENT LOCATION FOR EMERGENCY ACCESS. ALL PAINTING MATERIALS STORED ON THE JOB SITE SHALL BE STORED IN A
LOCATION OUTSIDE THE WORK AREA. THE CONTRACTOR SHALL TAKE ALL SAFElY PRECAUTIONS.
2, SURFACE PREPARATION
A. ALL EXISTING EQUIPMENT AND DECALS ARE TO BE REMOVED PRIOR TO PAINT INSTALLATION AND REINSTALLED UPON COMPLETION, THIS INCLUDES FIRE
EXTINGUISHERS, SOAP DISPENSERS, TOWEL DISPENSERS, HAZARD WARNING LABELS, ALL SIGN FRAMES, ETC. ALL MOVEABLE EQUIPMENT SHOULD BE
TEMPORARILY RELOCATED TO ACCOMMODATE PAINT WORK (SODA MACHINES, ICE CHESTS, ETC.).
B" REMOVE ALL LOOSE OR PEELING PAINT BY SCRAPING, SANDING OR WIRE BRUSHING AS APPROPRIATE. ANY RUSTED METAL SURFACES SHOULD BE
TREATED WITH ADDITIONAL SPOT PRIMER TO ELIMINATE FURTHER DETERIORATION.
C, ALL SILICONE CAULKING IS TO BE REMOVED USING A SAFETY BLADE AS PART OF THE SURFACE PREPARATION, THEN RECAULKING USING PREMIUM
GRADE 100% ACRYLIC LATEX CAULK.
D. ALL FACTORY FINISHED OR PRE-PAINTED GLOSSY SURFACES ARE TO BE SANDED WITH A 180-220 GRIT SANDPAPER. ALL SANDED SURFACES ARE TO
BE SOLVENT WIPED BEFORE PRIMING"
E. ALL SURFACES ARE TO BE POWER-WASHED (2,000-3,000 PSI) WITH AN ENVIRONMENTALLY ACCEPTABLE DEGREASING DETERGENT TO PROPERLY CLEAN
SURFACES. POWER WASHING IS TO BE DONE PRIOR TO SANDING,
3, CAULKING
A. ALL JOINTS, SEAMS, ETC. SHALL BE CAULKED WITH 100% PREMIUM ACRYLIC LATEX CAULK SUCH AS DAP. SILICONE CAULK MUST NOT BE USED,
B, ALLOW CAULKING TO CURE PER MANUFACTURER'S SPECIFICATIONS PRIOR TO PRIMING AND PAINTING,
4. PRIMING & PAINTING
A. ALL FACTORY PAINTED FINISHED SURFACES SUCH AS ACM OR STEEL, (KYNAR, MEGAFLON OR OTHER FLOROPOLYMER COATINGS), CANOPY COLUMN
SHROUDS, CANOPY AND BUILDING FASCIAS AND CANOPY DECK PANS ARE TO BE POWER WASHED, SANDED, AND PRIMED WITH JONES-BLAIR #33010
WHITE UREPRIME EPOXY URETHANE PRIMER. SANDED SURFACES ARE TO BE SOLVENT WIPED PRIOR TO PRIMING TO REMOVE DUST. SEE SECTION 3 FOR
MATERIAL SPECIFICATIONS FOR EACH SURFACE.
B, ALL OTHER PREVIOUSLY PAINTED SURFACES SUCH AS ETERSPAN, STUCCO OR BLOCK ARE TO PRIMED AND COVERED WITH 2 COATS OF FINISH PAINT,
C, ALUMINUM MULLIONS (PAINTED AND FACTORY FINISHED) MUST BE SANDED, PRIMED (SEE SECTION 3 FOR MATERIAL SPECS) AND PAINTED WITH 2
COATS OF FINISH PAINT. SEE SECTION 3 FOR MATERIAL SPECIFICATIONS FOR EACH SURFACE,
D. IF ROLLER APPLICATION IS USED, NO MORE THAN A 3/8" NAP IS TO BE USED FOR FACTORY FINISHED AND SMOOTH SURFACES. A LARGER NAP MAY
BE USED ON STUCCO, MASONRY, OR OTHER ROUGH SURFACES.
E. ALL SURFACES ARE TO RECEIVE IY{Q FINISH COATS OF JONES-BLAIR ACRYLlTHANE HS2 ACRYLIC URETHANE ENAMEL APPLIED 2-3 MILS DFT PER COAT
TO ACHIEVE COMPLETE COVERAGE,
F, IF SPRAY APPLICATION IS USED, PROPER PRECAUTIONS MUST BE TAKEN WITH REGARDS TO PROTECTION OF SURROUNDING SURFACES FROM OVER
SPRAY" ALL SPRAY APPLICATIONS SHOULD BE DONE WHEN CUSTOMER TRAFFIC IS AT A MINIMUM, CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR
OVER SPRAY INCIDENTS.
G. ALL PAINT APPLICATIONS ARE TO BE DONE AT OR ABOVE 45 DEGREES FAHRENHEIT (OR AS OTHERWISE SPECIFIED BY THE MANUFACTURE). RETARDER
IN WARM WEATHER OR ACCELERATOR IN COLDER WEATHER MAY BE USED AS CONDITIONS WARRANT PER MANUFACTURER'S SPECiF'ICATIONS,
H" DO NOT APPLY PAINT FINISH IN AREAS WHERE DUST IS BEING GENERATED. NO PAINT SHALL BE APPLIED WHEN THE TEMPERATURE, AS MEASURED IN
THE SHADE, IS BELOW THE MANUFACTURER'S REQUIRED AMBIENT AND SURFACE TEMPERATURE, NO PAINT SHALL BE APPLIED WHEN THE TEMPERATURE
IS WITHIN FIVE (5) DEGREES F OF THE DEW POINT, NO PAINT SHALL BE APPLIED WHEN IT IS EXPECTED THAT THE RELATIVE HUMIDITY WILL EXCEED
85% OR THAT THE TEMPERATURE WILL DROP BELOW THE MANUFACTURER'S REQUIREMENTS WITHIN 12 HOURS AFTER APPLICATION OF THE PAINT, DEW
OR MOISTURE CONDENSATION SHOULD BE ANTICIPATED AND IF SUCH CONDITIONS ARE PREVALENT, PAINTING SHALL BE DELAYED UNTIL THE SURFACES
ARE DRY,
I. PROTECT ALL ADJACENT SURFACES FROM PAINT SMEARS, SPATTERS, OVER SPRAY AND DROPPINGS. DO NOT PAINT MOVING PARTS OF OPERATING
UNITS, MECHANICAL OR ELECTRICAL PARTS SUCH AS VALVE OPERATORS; LINKAGES; SENSING DEVICES AND MOTOR SHAFTS, DO NOT PAINT OVER
REQUmED LABELS OR EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, OR NAMEPLATES.
J. APPLY MATERIAL EVENLY; FREE FROM SAGS, RUNS, CRAWLS, HOLIDAYS OR DEFECTS, ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE TEXTURE.
LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS, IRREGULARITIES IN TEXTURE, SKID MARKS OR OTHER SURFACE IMPERFECTIONS.
K. PROVIDE "WET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED SURFACES AND CUSTOMERS. REMOVE TEMPORARY PROTECTIVE WRAPPINGS
AFTER COMPLETION OF PAINTING OPERATIONS,
SHELL OIL PRODUCTS US
CIVIL ORA WINGS
..IlESCRtpTION
COVER SHEET
SITE PLAN / SIGNAGE PLAN
SIGNAGE DETAilS
19 5/8" IllUMINATED CHANNEL lETTER SET
..s1::LE.EI...H
1
2
2A
3
CANOPY DRAWINGS
..s1::LE.EI...H
4
5
~
RVI CONVERSIONS CANOPY DEMOLITION PLAN
RVI CONVERSIONS CANOPY REIMAGE PLAN
C-STORE ORA WINGS
..s1::LE.EI...H
~
6
7
RVI CONVERSIONS BUilDING DEMOLITION PLAN
RVI CONVERSIONS BUILDING REIMAGE PLAN
SECTION 3: MATERIAL NOTES
A LIST OF JONES-BLAIR PRIMERS AND FINISHES ARE LISTED BELOW, ALL
ITEMS ARE SHIPPED FROM DALLAS, TEXAS. TYPICAL DELIVERY TIME FOR
ORDERS IS ABOUT 3-5 DAYS DEPENDING ON LOCATION. ORDERS RECEIVED BY
NOON CENTRAL TIME WILL BE SHIPPED SAME DAY. CONTACT MANUFACTURER
FOR PRICING AND SHIPPING INFORMATION, NATIONAL CONTRACT PRICING SHALL
BE THE SAME FOR ALL USERS.
MANUFACTURER: JONES-BLAIR PAINT
APPLICATION TYPE: REPAINT RECOAT TIME NUMBER OF NUMBER OF
COATS COMPONETS
PRIMER
FOR FACTORY FINSIHED UREPRIME HS2 4 HOURS TWO
SURFACES OF ACM OR STEEL EPOXY URETHANE TWO
THAT ARE RED OR BLACK. #33010 WHITE
FOR FACTORY FINSIHED UREPRIME HS2 4 HOURS ONE TWO
SURFACES OF ACM OR STEEL EPOXY URETHANE
THAT ARE METALLIC SILVER, #33010 WHITE
MANUFACTURED STENI PANELS NO PRIMER
REQUIRED
FOR FACTORY FINSIHED UREPRIME HS2 4 HOURS ONE TWO
CANOPY DECK PANS. EPOXY URETHANE
#33010 WHITE
FOR FACTORY FINSIHED STEEL UREPRIME HS2 4 HOURS TWO TWO
AND ALUMINUM MULLIONS. (IF EPOXY URETHANE
PREVIOUSLY PAINTED) #33010 WHITE
FIELD APPLIED GLOSS DULL BY SANDING 4 HOURS NA NA
URETHANE ENAMELS ON WHERE POSSIBLE
CANOPY DECKS AND OTHER OR PRIME WITH
SURFACES. #33010
UNKNOWN COATINGS #15077 MULTI 2 HOURS ONE ONE
PURPOSE WHITE
BARRIER COAT
SHELL RVI PAINT
COLOR CODES
#49 RYI YELLOW ACRYlITHANE 45214 4 HOURS lWO TWO
(ACRYLIC URETHANE)
#51 RVI DARK GRAY ACRYlITHANE 45625 4 HOURS TWO TWO
(ACRYLIC URETHANE)
#52 RVI RED ACRYlITHANE 45221 4 HOURS lWO TWO
(ACRYLIC URETHANE)
#53 RVI WHITE ACRYlITHANE 45051 4 HOURS lWO TWO
(ACRYLJC URETHANE)
#50 RVI BLU E STANTEST 15403 WITHIN 4 HOURS lWO ONE
(ALKYD ENAMEL) OR AFTER 1 2
HOURS
CATALYST ORDER ONE QUART HS2 CATALYST NOTE: RECOAT
FOR EACH GALLON OF 99951 (QUART) MIX TIMES ARE AT
ACRYlITHANE OR UREPRIME 3: 1 RATIO WITH 70 DEGREES F.
UREPRIME PRIMER AND 50%
OR ACRYlITHANE RELATIVE
TOPCOATS HUMIDITY
ORDERING PHONE: (800) 492-9400; ~{,
INFORMATION: CUSTOMER SERVICE FAX: (800) 325-6321
E-MAIL: SALES@JONES-BLAIR.COM (SHELLEY LAWRENCE)
TECHNICAL ASSISTANCE: WILL DRYDEN E-MAIL: WDRYDEN@JONES-BLAIR,CO
OR BOB SILVERNAIL BSILVERNAIL@JONES-BtAIR,COM
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_~TE_DA T A
SITE ADDRESS: 24086 US HIGHWAY 19 NORTH
CLEARWATER, FLORIDA
OWNER: MOTIVA ENTERPRISES, LLC.
1100 LOUISIANA STREET, STE 2200
HOUSTON, TX 77002
FOLIO NO.: 06/29/16/09072/000/0200
.SCOPE OF WOR.K: (LEVEL 2)
EXISTING BUILDING
REMOVE EXISTING SIGNAGE.
PAINT BUilDING WALLS ,A,ND FASCIA #53 WHITE.
INSTALL COLOR CODED ACM FASCIA OVER STORE FRONT PER BUILDING ELEVATIONS.
PAINT A 12u #51 DARK GRAY BAND OR 2 BLOCK COURSES AT THE BASE OF THE WALLS.
IF EXISTiNG STOREFRONT DOORS, DOOR FRAMES AND WINDOW FRAMES ARE ANODIZED
ALUMINUM, OR COLOR OTHER THAN BLUE, DO NOT PAINT. IF EXiSTING STOREFRONT DOORS,
DOOR FRAMES AND WINDOW FRAMES WERE PREVIOUSLY PAINTED BLUE, PAINT #51 DARK GRAY.
INSTALL NEW VINYL "FOOD MART" AND "SERVICE CENTER" DECAL.
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REMOVE EXISTING SHELL LE1TERS AND SHELL PECTENS.
REMOVE LfGHTWELL FIXTURE AND REPAIR CANOPY AS REQUIRED.
REMOVE SPANDRELS AND DECALS FROM THE CANOPY COLUMNS. PATCH AREA WHERE THE
SPANDRELS AND DECALS ARE REMOVED IN SUCH A MANNER THAT THE REPAIRS ARE NOT
VISIBLE.
SPARE
INSTALL RED VINYL STRIP DECAL ON YELLOW FASCIA 8~" ABOVE BOTTOM OF FASCIA.
SPARE.
INSTALL RAISED ILLUMINATED RED BAR 8 7/8" ABOVE BOTTOM OF FASCIA
INSTALL NE'N REO INTERNALLY IllUMINATED "SHELL tl LOGOTYPE.
PAINT CANCPY COLUMNS #53 WHITE WITH A 12" #51 DARK GRAY BASE.
INSTALL NEW LAZY "s" FASCIA.
@
@
@
@
DISPENSERS AND FUELING ISLANDS
RE-DECAL ALL EXISTING DISPENSERS WITH NEW RVI GRAPHICS QUALITY FUELS AND PECTEN
ON THE LOWER SKIRT.
INSTALL NE'N 16" NON ILLUMINATED VALANCES WITH NEW RVI QUALITY FUELS GRAPHICS.
APPLY PUMP NUMBEI'~ DECAL ON THE DISPENSE[~ VALANCE.
INSTALL BLACK NOZZLE BOOTS AND SPLASHGAURDS FOR GASOLINE AND GREEN NOZZLE
BOOTS AND SPLASHGAURDS FOR DIESEL.
EXIS'TING 10 SIGN
@ REMOVE EXISTING 10 SIGN AND FOUNDATION.
@ INSTALL NEW ID SIGN AND FOUNDATION.
@ SPARE.
@ SPARE.
YARD PAINTING
@
@
@
@
ALL YARD LIGHTS AND POLES SHALL BE PAINTED #53 WHITE. LOW lEVEL UGHT FIXTURES
AND POLES WILL BE PAINTED #51 DARK GRAY.
IStAND FORMS SHALL BE PAINTED #51 DARK GRAY HOWEVER STAINLESS STEEL ISLAND
FORMS, WHERE THEY EXIST, ARE NOT TO BE PAINTED.
ALL BOLLARDS (GUARD POSTS) SHALL BE PAINTED #53 WHITE WITH A 12" /151 DARK GRAY
BAND AT BASE. STAINLESS STEEL SOLLARDS, WHERE THEY EXIST, ARE NOT TO BE PAINTED.
PREFABRICATED CONCRETE BUMPERS ARE TO BE NATURAL CONCRETE, BUT IF PREVIOUSLY
PAINTED, THEY MAY BE SANDBLASTED TO RETURN TO NATURAL CONCRETE OR PAINTED
#51 DARK GRAY.
'29' PARKING STRIPES ARE TO BE PAINTED #53 WHITE. PARKING STRIPES FOR HANDICAP
\.f:::J PARKING SHALL BE PAINTED OSHA BLUE.
@ THE TRASH ENCLOSURES SHALL BE PAINTED #53 WHITE WITH 12" #51 DARK GRAY BAND
~ AT BASE. TRASH ENCLOSURE DOORS AND FRAMES ARE TO BE PAINTED #51 DARK GRAY.
ALL PERIMETER CURBING, IF NOT PREVIOUSLY PAINTED SHALL REMAIN NATURAL CONCRETE.
IF PERIMETER CURBING IS PAINTED, IT MAY BE SANDBLASTED TO RETURN TO NATURAL
CONCRETE TO AVOID FUTURE REPAINTING EXPENDITURES, IF PAINTED. PERIMETER CURBS ARE
TO BE #51 DARK GRAY.
(32\ ALL PERIMETER FENCES AND WALLS, IF PREVIOUSLY PAINTED, SHALL BE PAINTED #53 WHITE.
~ THE 12>> 1151 DARK GRAY BASE is NOT REQUIRED BUT IS AN ACCEPTABLE OPTION.
@)
@
~
@
~~S~~&gUA~D FRAMES SHALL BE PAINTED #51 DARK GRAY. ALL NON-PUBLIC
DOORS AND FRAMES SHALL BE PAINTED #53 WHITE. CURBS OF BUILDING WALKS SHALL
BE PAINTED #51 DARK GRAY.
ALL POINT OF SALE HARDWARE ARE TO BE PAINTED #53 WHITE.
THE WALLS OF ALL ANCILLARY BUilDINGS, i.e. CNG. STORAGE ROOMS, REST ROOMS.
OFFICE OR STRUCTURES SHALL BE PAINTED #53 WHITE WITH A 121. ,#51 DARK GRAY
BAND OR 2 BLOCK COURSES AT THE BASE OF THE WALLS,
PROPANE CAGES AND OTHER ANCILLARY BUSINESS CAGES ARE TO BE PAINTED #53 WHITE.
@ THE INSTRUCTION PANELS/SURFACES ON THE CAGES ARE NOT TO BE TOUCHED.
THERE SHALL BE NO PECTEN ON THE TRASH CONTAINERS, TELEPHONE BOOTHS, OR BUILDINGS
AT THE SITE. THE PERMITTED APPLICATIONS OF THE PECTEN ARE ON THE PRIMARY 1.0. SIGN,
@ LOWER DISPENSER DOOR, DISPENSER VALANCE AND ON THE MESSAGE PANELS OF POP'S.
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(SIDES)
........- ;;-
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TIIIIII&...d
-:-- 9= -~ ~;;~--
F09ST12CWHO LAMPS
1!4"x2" ST FLAT BAR
96"
5"x2"x3!1S" ST TUBE
48"
M1986 AL H-DIV
582/583 KULKA SOCKETS
3"x2"x1!4" ST ANGLE
-----._--_._--_._..~---_._- - _._-~---_._--_.._-------;--_._----
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2-3"x3"x3/16" AL ANGLE
/2" DIA. BOLTS ON 4 1/2" CENTERS
ELECTRICAL OU TI.ET ON CENTER
"x6"x1/4" TUBE
(ASTM A-50a GRADE B)(50 PSF)
256-696 JEFFERSON BALLAST (5.0 AMPS)
6"xS"x1!4" TUBE
(ASTM A-500 GRADE 8)(.50 PSF)
~'
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SEE ANCHOR BL~ DET~L & CHART
SEE BASE PL T. DETAil & CHART
.CAISSON DETAIL_JLCHART
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47.90 PSF
5'-0"
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I 31"
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USE WITH WEATHERPROOF GASKET
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GRADE B STEEL TUBE,
1~" lONG
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NOT TO SCALE
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fNIII nTlYT -mill. -.J r... r"'- ..~ __ -1lIIIt.....
--AI. --
-111'_ fllPlI~- 81
DE~I.(3N ASSUMPTIONS!
REINFORCING STEEL SHALL CONFORM TO ACI 318-83 "STANDARD BUILDING CODE
REQUIREMENT FOR REINFORCED CONCRETE" CONCRTE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAY. PROVIDE '~.. CHAMFER AT EXPOSED
CORNERS.
UNCONFINED COMPI~ESSIVE STRENGTH FOR GRANULAR SOILS == 1000 PSF.
DESIGN FOR 150 MPH.
WHEN SOIL ADJACENT TO PROPOSED AUGER/CAST PILE SIGN FOUNDATION IS DISTURBED,
COMPACTION IS REQUIRED AS FOLLOWS. BACKFILL MATERIAL SHALL BE CLEAN EARTH
FILL COMPOSED OF SAND, FF~EE FROM CLODS, STONES, REFUSE, AND ORGANIC MATERIAL
OR A MATERIAL APPROVED BY ENGINEER OF RECOf~D. BACKFILL SHALL BE PLACED IN
ONE FOOT LAYERS (COMPACT THICKNESS) AND SHALL BE COMPACT TO 100% OF
MAXIMUM DENSITY AS DETERMINE BY AASHO T99.
SIGN AREA
MEAN HEIGHT OF SIGN (HS)
WIND IMPORTANCE FACTOR (I)
BASIC WIND SPEED
WIND VELOCITY PRESSURE (V)
EXPOSURE CATEGORY B
HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS (C)
== 1.0 (PER TABLE 1606.20, FBC 2001, PAGE 16.12)
== (I)*(V)*(C) = 47.90
A1 == 100.00
pt == (A1 )*(P1) == 4,790 LB ON 2 SUPPORTS
Pt1 == 2,395 LB ON 1 SUPPORT
== 100.00 SF (COPY AREA PLUS BASE AREA)
= 6.00
-- 1.0 (PER TABLE 1606, FBC 2001, PAGE 16.9)
== 150
= 47.90 (PER TABLE 1606.2At FaC 2001, PAGE 16.11)
DESIGN PRESSURE (P1)
2. OVERTURNING MOMENT AT BASE
D1 == 6.00 FT
MOT (MOMENT OF TURNING) == (Pt)*(D1)
== (4,790*6.00)
== 28,740 FT LB ON 2 SUPPORTS
MOT1 == 14,370 FT LB ON 1 SUPPORTS
3. DETERMINE SZE & DEPTH OF AUGER/CAST FOUNDATION
REFERENCES: PG. 5-81/82 STRUCTURAL ENGINEERING HANDBOOK
3RD EDITION, GAYLORD & GAYLORD
DAIMETER COlA) = 36" B == DIA/12 = 3 FT
Pt1 = 2.,395
H == 6.00
51 == 1000 PSF (SUBMERGERD)
REQUIRED DEPTH (OF) [C1.18*Pt1) ]X [1+F+ (1.88*B*S1lfcH)-]
(8*S1) (Pt1)
OF == 4.61 FT
USE 5 FT
4. DETERMINE REINFORCEMENT
Mu == 1.3
MOT == (Mu)*(MOT1)
== 1.:5*14t370
== 18,681 FT LB == 18.68 FT K
MINIMUM STEEL REQUIRED PER ACI 318
== 0.79 SO IN PER BAR
== 8
== 6.32 SO IN
= 3.1416*(DIA/2)^2 == 3.1416*(36"/2)^2
= 1,018 SQ IN
AS/ AG == 6.,32/1,018 = 0.0062>>0.005
THERFORE USE 8#8 BAR VERTICAL
USE #3 TIES @ 16" OC PER CRSI
REINFORCEMENT REQUIRED ON
BAR #8 (SA)
NUMBER OF BARS (NB)
AS == (NB)*(BA)
GROSS REINFORCEMENT AREA (AG)
GENEltAL ~NOTE$
COLUMNS TO BE COLD FORMED WELDED HOLLOW STRUCTURAL SECTIONS IN ACCORDANCE
WITH MECHANICAL AND CHEMICAL PROPERTY REQUIREMENTS OF ASTM SPEC. A--500, GRADE B.
MA TERIAL FOR BASE PLATES AND TOP COVERS SHALL CONFORM TO ASTM A-36
SPECIFICA TIONS.
ALL WELDING SHALL BE IN STRICT ACCORDANCE WITH STANDARDS PRESCI~IBED BY THE AMERICAN
WELDING SOCIETY. ALL SLAG AND SPATTER SHALL BE REMOVED AND ALL DRILLED HOLES
TO HA VE GROMMETS IN PLACE F'RIOR TO PRIMING OF POLES.
POI_E ASSEMBLY SHALL BE PRIMED WITH ONE COAT OF CARBIT RED OXIDE SPEED DRY
SHOPCOA T No. 3R3.
ANCHOR BOLTS SHALL HAVE A MINIMUM STRENGTH AT 0.2% OFFSET OF 55 KSI AND A
MINIMUM TENSILE STRENGTH OF 78 KSI, ELONGA 110N IN 2 INCHES SHALL BE AT LEAST 16%
OR IN 8 INCHES 14% TWO HEAVY HEX NUTS & TWO FLAT WASHERS WILL ACCOMPANY EACH ROD,
(EIGHT RODS PER UNIT). THERE WILL BE 6" THREAD ON EACH ROD.
GENIE_flAL F:OOTING NOTES
1.) THE 28 DAY STRENGTH OF ALL FOUNDATION CONCRETE
SHALL BE 3000 PSI.
--'r~~lil'-:-~",'" ",- [~,~,( "~=~.'~]",.J,][,*. 'Ff,i'-\",. :\, 0," :\,,\
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2.) REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
ASTM-A15 OR GREATER. (60 KSI YIELD)
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REFL_EC1-IVE PLASTIC NEON
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NOTES:
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1. PROVIDE GROlJNDING 8~ BON[)ING PER f\JEC 250.
2. ALL. SIGN COMPONENTS SI-1ALL BE UL Lis-rED.
3. TUBE SUPPORTS SHALL BE PER NEe 600.41.
-.------ .--.--------- ----- ----..----
L_l-R SIZE NEON SZ COLOF~ lJ N I'TS -rOT Al_ F-T. TRANS. AMPS.
------ ---------- ----..... ------- -
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S 1 9 5/8" 15 MM W H I"T E 1 1 0' --0"
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DESIGNATED FOR EXISTING__________.J:,
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ILLUMINATED RED BAND.
120 VOLT 20 AMP
PRIMARY El_Ec-rRICAl_-
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CONNECT TO EXISTING
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(EQUIPMENT GROUND
COf\JDUC1-OR) TO
TRANSFORMER & SWITCH
ENCLOSUf~E.
15MM NEON TUBING EGL 4500 WHITE
15MM DOUBLE BACK ELEc-rRO-BIT END CAP
15MM TUBULATED ELt~C'TRODE EGL 'T8CMC
15MM NON- TUBUL_ATED EL[~CTRODE EGI__ 8CMe
E=l_ECTRO--BIT PASS T~-1RU (L.ENGTH PENDING ON WALL)
GTO----15 15,OOQV MAX. CABLE & COVERING
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8" X 8" X 22C;A. STEEL TRANSFORMER BOX
20 AMP SINGLE POLt- DISCONNEc-r SWITCH
REF-l_.Ec-rIVE PLASTIC NEON STANDS
PRIMAR\( ELECT. CKT. CONNE~c-rIONS ARE "TO BE SUPPLIED
AND MADE BY l_ICENSED ELt~CTRICAL CONTRACTORS
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ELECTRICAL
SIGN SIZE
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CIRCUITS
____ '11---
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CURREN-r
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4.80 AMPS
VOl_-r AGE
120 AC
THE DESIGN INDICATED IN THESE
CONSTRUCTION DOCUMENTS DOES TO THE
BEST OF MY KNOWLEDGE. INFORMA110N, AND
Be:UEF COMPLY wrrn THE APPLICABLE
MINI~UM BUILDING COOES
RAtF D. PORSCH. P.E.
Ft. REG. 49309
Part Number
Client
SHELL
7JJ4"fl!:!!!!!!.~.
Drawn By
Date
03/23/00
Description
19 5/8" IllUMINATED CHANNEL
LETTER SET (FABRICA'TED)
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4929 BAYSHORE BOULEVARD
TAMPA, FLORIDA 33611
PHONE (813) 805-0512
FAX (813) 805-0313
Fl_. E.B. No. 7703
Design Load
Page
Drawing No.
Rev.
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3. F~EMOVE SHELL CHANNEL LETTERS.
4. REMOVE SHELL PECTEN SIGN.
NOTE:
REPAIR DAMAGE DONE TO UNDERSIDE OF FASCIA/FALSE GUTTER' PATCH
OR FILL HOLES AS NEEDED TO PREPARE THE FASCIA FOR PAINTING
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INSTALL RED INTERNALLY ILLUMINATED
/-,. "SHELL" LOG01YPE
I-~~--~--- --- ~..~
~I Shellr
1,.---. _ __
-*------ ,-" ------------
27' "-0"
-{
35' -0"
~
I
'/
1
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f
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\ INSTALL NEW LASY liS" FASCIA AND NEW
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--- (TYP ALL SIDES, SEE SITE PLAN)
(SEE DETAIL THIS SHEET)
o
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/ IN MULTIPLE ISLAND DESIGNS THE CLEARANCE SIGN
/ DECALS SHALL BE CENTERED BETWEEN THE TWO
L OUTER MOST COLUMNS OF EACH END.
WITH A TWO COLUMN DESIGN, PLACE DECAL
CENTERED ON COLUMN.(TYP.)
COLUMN (TYP) ,---/
APPLY PUMP NUMBERS
TO DISPENSER VALANCE ~ _
;
,/
PAINT ALL CANOPY COLUMNS /
#53 WHITE WITH A 12" #51 ~ '
DARK GRAY BAND AT BASE
INSTALL NEW BLACK NOZZLE BOOTS -\
AND SPLASHGUARDS FOR GASOLINE
AND GREEN NOZZLE BOOTS AND
SPLASHGUARDS FOR DIESEL \
,
INSTALL NEW NON-ILLUMINATED
J-161t DISPENSER VALANCE WITH I~VI
QUALITY FUELS GRAPHICS AND
PECTEN ON THE LOWER SKIRT
I
I
I
l
I
tt')
I
in
~
/ BOLLARD (TYP)
/
I PAINT ALL BOLLARDS
_(GUARD POSTS) #53
WHITE WITH A 1 2" #51
DARK GRAY BAND AT BASE
'~
, I
\ II
INSTALL NEW LASY "s" FASCIA AN~\ /
NEW RAISED ILLUMINATED RED BAR \~_____--
(TYP ALL SIDES, SEE SITE PLAN) -. ""
(SEE DETAIL THIS SHEET) ~"
"'-"
---
D
D
\
\
\
\
\
PAINT ALL ISLAND FORMS --\
#51 DARK GRAY
~
o
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to
PAINT ALL ISLAND FORMS --\
#51 DARK GRAY
CANOPY NO.2 PLAN VIEW
SCALE 3716'. = ~ l' -0" m
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\~ PAINT ALL ISLAND FORMS
#51 DARK GRAY
NORTH/SOUTH CANOPY NO.1 ELEVATIONS
SCALf: 1/4" := 1'-0" . ~ ~ ..~~
INSTALL RED INTERNALLY
ILLUMINATED "SHELL" --~
LOGOTYPE ~
\
V
/l
27' _0" [V.I.F.] CANOPY
'~
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0' "'-" r--=- ---
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NEW RAISED ILLUMINATED RED BAR
(TYP ALL SI DES, SEE SITE PLAN) --\
(SEE DETAIL THIS SHEET) \
--- ~. ~- \-.-
__L===
CANOPY NO.1 PLAN VIEW
.SCALE 3/16" = 1'-0" .-----
INSTALL NEW LASY US" FASCIA AND
NEW RAISED ILLUMINATED RED BAR
(TYP ALL SIDES, SEE SITE PLAN) --~\
(SEE DETAIL THIS SHEET) \
T-
\
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APPLY PUMP NUMBERS
TO DISPENSER VALANCE-\
__ ~J
, PAINT ALL CANOPY
\,,___ COLUMNS #53 WHITE
WITH A 121' #,51 DARK
GRAY BAND AT BASE
INSTALL NEW NON-ILLUMINATED
/--'-16" DISPENSER VALANCE WITH RVI
QUALITY FUELS GRAPHICS AND
PECTEN ON THE LOWER SKIRT
~ PAINT ALL CANOPY
'\_ COLUMNS #53 WHITE
WITH A 12" #51 DARK
GRAY BAND AT BASE
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/
/ a
/ 7
/' 10
APPLY PUMP NUMBERS
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_SCOPE. OF WORK:
1. INSTALL NEW ACM (ALPOLlC) SKIN WITH PRE-FINISHED
6 1/2" WHITE AT THE BOnOM, FOLLOWED BY 29
1/2" YELLOW AND THE REMAINING 8" AT THE TOP
WHITE.
}-
.-
INSTALL NEW BLACf< NOZZLE
BOOTS AND SPI-ASHGUARDS
FOR GASOLINE AND GREEN
NOZZLE BOOTS AND
SPLASHGUARDS FOR DIESEL
INSTALL NEW BLACK NOZZLE
BOOTS AND SPLASHGUARDS
FOR GASOLINE AND GREEN
NOZZLE BOOTS AND
SPLASH GUARDS FOR DIESEL
INSTALL NEW NON-ILLUMINATED /
16" DISPENSER VALANCE WITH RVI___
QUALITY FUELS GRAPHICS AND
PECTEN ON THE LOWER SKIRT
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3. INSTALL NEW NON,-ILLUMINATED 16H DISPENSER
VALANCE WITH RVI QUALITY FUELS GRAPHICS AND
PECTEN ON THE LOWER SKIRT PER RVI STANDARDS.
4. APPLY PU MP NUMBERS TO DISPENSER VALANCE.
5. NOZZLE BOOTS AND SPLASHGUARDS FOR GASOLINE
ARE BLACK. NOZZLE BOOTS AND SPLASHGUARD FOR
DIESEL ARE GREEN.
PAINT ALL SOlLARDS
(GUARD POSTS) #53
WHITE WITH A 12" #51
DARK GRAY BAND AT BASE
PAINT ALL SOlLARDS
(GUARD POSTS) #53
WHITE WITH A 12" #51
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PAINT ALL ISLAND FORMS
#51 DARK GRAY
PAINT ALL ISLAND FORMS
#51 DARK GRAY
EAST CANOPY NO.2 ELEVATIONS
SCALE 1/4" = l' -0" ~~-- .- n ~._._-
EAST CANOPY NO.1 EllEV A TIONS
SCALE ~ 1/4" = l' -0" . _u, V_.
6. PAINT ALL ISLAND FORMS #51 DARK GRAY.
7. PAINT COLUMNS #53 WHITE WITH A 12tt #51 DARK
GRAY BAND AT THE BASE.
-- - -.. ...-
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---
8. PAINT BOLLARDS (GUARD POSTS) #53 WHITE WITH A
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9. INSTALL NEW LAZY ttSIt FASCIA
10. INSTALL NEW RAISED IllUMINATED RED BAR
11, NEW INTERNALLY IllUMINATED "Shell" L.OGOTYPE
CHANNEL LETIERS
../'
NEW ACid ~-__...
l
I SEAUlNT AT ALL ~
EDGES WHERE \
M SCUPPERS OCCUR, I
24<JA. WHT. SHEET-
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SEE DETAIL BELOW
,/
NEW ACM SKIN----.,
~_~~_~~lE =~
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/----- EXiSTI NG ACM
/
24GA. wI-me: SHEET METAL
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TEK SCREW 8( GASKET
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5/8' -'4- \
----"',
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TOP OF ACM
{
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.- MINIMUM OF TWO
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NEW LAlY----...
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~
~
0\
~
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o~
GLUE ATTACH A STRIP OF
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FROM PULLING OUT.
,..,
~
! ~'}-
_~__ ~~=-_____ t.
~ I ACM {ALPOUC) SKIN ! 4'
~ PRE-F1NISHED ~ITE.+-~ r:'
EXTEND 1 1/2 ----,__ ~
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MOUNTING BRACKET @ .--/
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TOP OF ACM
I !
'-t-+-
1/8"
NQTE:
REPAIR DAMAGE DONE TO UNDERSIDE OF FASCIA/FALSE GUTIER; I:)ATCH
OR FILL HOLES AS NEEDED TO PREPARE THE FASCIA FOR PAINTING.
REPAIRS SHOULD BE DONE IN SUCH A MANNER THAT THE REPAIRS WILL
NOT BE VISIBLE ONCE PAINTED.
~----~
WEIGHT OF LIGHT BAR:
4 LBS. PER LINEAR FT.
~---------:J
LIGHT BAR BY SIGNSTRUT
1-800-771-6602
BOlTOM OF ACM
0"
ACCEPT ~LE PANEL JOINT SP ~CE
NOT TO SCALE
n'-IGHT BAFI DEar AIL
NOT TO SCALE
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NOT TO SCALE
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EAST BIJILDING ELEVAoTION
SCALE 1 /4" = l' .-0" -
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REMOVE THE ACM AND BACKLIGHTED PANAFLEX r-ASCIA
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REPLACEMENT OF THOSE SECTIONS WILL BE REQUIRED.
WHERE REPAIRS ARE MADE, THEY MUST BE DONE IN
SUCH A MANNER THAT THE REPAIRS WILL NOT BE
VISIBLE. REMOVE THE AMENITIES SYMBOLS FROM THE
BLDG. ALSO, REMOVE THE DOOR PUSH/PULL/CREDIT
CARD DECALS AND THE ADDRESS/OPERATOR/INFORMATION
DECALS FROM THE WINDOWS.
............. .-
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ALL DIMENSIONS NOT ENCLOSED IN
BRACKETS ([J) REFLECT EXISTING
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INSTALL NEW 2' HIGH DARK GRAY ACM SKIN
OVER 25% OF AREA SHOWN
---------------------------------.--------\ INSTALL NEW 2' HIGH YELLOW ACM SKIN
OVER 75% OF AREA SHOWN
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r- CANOPY ATTACHED TO 8UIDING : I ! 1.U,I' : i ; i I I I I : I ' I : I ; i : : I , ; , I I : :I-r-_:_'___:.:::::::::::---~-::'----~~.
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PAINT WALLS / ; i I ; 1\- PAINT WALLS iC,].L),--
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#53 WHITE ; I I I j #53 WHITE ' ' , . '
!=T' i INSTAll NEW RED VINYL ! i i ;
--- ri~TI--~~LrL!:, SERVICE CENTER LETTERS: i'i! i I I ·
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~- .. P"~~~~TH~IG~~';;~oAR~LO~~~C;;~~ESO~F ,'.!V' '''E, ." " ....,'\ "IF S:OREFRONT IS ANODIZED ALUM., DO ---
AGGREGATE PANELS ARE PRESENT, AT THE \_ NOT PAINT. IF STOREFRONT IS PREVIOUSLY
BASE OF THE WALLS. PAINTED BLUE, THEN PAINT #51 DARK I
GRAY. i
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PAINT A 12" #51 DARK GRAY BAND,
OR THE HEIGHT OF lWO BLOCK
COURSES IF AGGREGATE PANELS AI~E
PRESENT, AT THE BASE OF THE WALLS.
PAINT A 1221 #51 DARK GRAY BAND,
OR THE HEIGHT OF TWO BLOCK
COURSES IF AGGREGATE PANELS ARE
PRESENT, AT THE BASE OF THE WALLS.
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THE BUILDING WALLS AND REMAINING FASCIA OUTSIDE THE NEW COLOR-CODED
FASCIA WILL BE PAINTED WHITE. PAINT A 12" BAND OR TWO BLOCK COURSES
AT THE BASE OF THE WALLS DARK GRAY. IF THE EXISTING STOREFRONT IS
ANODIZED ALUMINUM, OR ANY COLOR OTHER THAN BLUE, DO NOT PAINT. IF
EXISTING STOREFRONT IS PREVIOUSLY PAINTED BLUE, IT SHOULD BE PAINTED
DARK GRAY. NON-PUBLIC ACCESS DOORS AND FRAMES, SUCH AS OFFICE
DOORS, WILL BE ALL WHITE. PUBLIC ACCESS DOORS AND FRAMES, SUCH AS
EXTERIOR RIESTROOMS, WILL BE DARK GRAY. BUILDING WALK CURBS WILL BE
PAINTED DARK GRAY IF PREVIOUSLY PAINTED. THE BUILDING FASCIA WILL BE
ALL WHITE ON THREE SIDES WITH THE EXCEPTION OF AREAS O~J THE FRONT
ELEVATION OVER THE STOREFRONT AND THE AREAS ON THE LEFT AND RIGHT
SIDE ELEVATIONS OVEI~ THE STOREFRONT AS DESCRIBED BELOW.
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NORTH BUILDING ELEVATIO~
SCALE 1/4" == l' -0"
SOUTH BUILDING ELEV A TIONl
SCALE 1 /4" == l' -O~.
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THIS AREA WILL RECEIVE THE COLOR-CODING. THE NEW BUILDll\lG FASCIA WILL
BE COLOR-CODED ON THE FRONT ELEVATION. THE COLOR-CODING OF THE
FASCIA WILL BE RED ACM SKIN FOR 25% OF THE FRONT F-ASCIA LENGTH
ALWAYS LEF--T JUSTIFIED. THE REMAINING FLAT FASCIA WILL BE YEl_LOW ACM
SKIN WITH RED VINYL FOOD MART LETTERS STARTING 6 1/2>' TO THE RIGHT
OF THE COLOR-CODE AND 6 1/2" ABOVE THE BOTTOM EDGE OF THE FLAT
FASCIA. ON THE LEFT SIDE ELEVATION, THE RED ACM SKIN WILL CONTINUE
BACK TO THE FRONT DOOR JAMB. THE REMAINING FLAT FASCIA WILL BE WHITE.
ON THE RIGHT SIDE ELEVATION, THE YELLOW ACM SKIN WILL CONTINUE BACK
TO THE FRONT DOOR JAMB. THE REMAINING FLAT FASCIA WILL BE WHITE. THE
SPECIFIED HEIGHT FOf~ THE COLOR-CODING THE FASCIA IS 31-1/2>1 STARTING
AT THE BOTTOM OF THE FASCIA. IF THE HEIGHT OF THE EXISTING FASCIA IS IN
EXCESS OF 31-1/2", THE AREA ABOVE THE COLOR-CODING WILL BE WHITE. IT
SHOUI_D BE NOTED THAT SINCE THERE IS NO PORTICO~ THERE IS NO
II_LUMINATION OF THESE FASCIA SECTIONS. INTERNALLY ILLUMINATED LETTERS
,
ARE OPTIONAL WHERE NEEDED. "',_'-"-"~~''--~~''-.-'-~,~'"'''':'~'':~''' >~:I'_'~'~M' ;->~.:~l
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