SGN2003-12012 (2)
SGN2003-12012
2498 Gulf to Bay
Blvd
Shell
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SURVEYOR'S NOTES: " "~/','1~~J<;tf ~r<B,~"iJl.J.~"ty'y' 'iliA T 111IS SURVEY
1. NOT VAUD 'MniOUT niE SlGNAlURE AND niE ORIGINAL RAISED SEA", L,O", F,\"}:"~,:,tf.(,,,I,''ifA~~AD'E VNDt'~,# fiX DIRECTION AND
A F1.0RIDA UCENSED SURVEYOR AND MAPPER. . ,', ,;j:~~!'j<~!' .;~rs ,V\tS t1INIMU~ ~TECHNICAL
2. BASIS OF BEARINGS: ASSUMED BEARING OF N90"OO'OO"E, ALONG T\1E,.(."'>i.,,,7,~,j:t," :: .s..i'ANO^RD, tf.~, Q, ,UIREM~~TS OF GHAPTER
NORltlERN OF ltlE PROPERTY DESCRIBED HEREON, AS SHOWN HEREON. ,I, ','"..,;*",~ ' ~ ~1'G~7R,. r<<,THE F~aIDA ."
3. ltllS OFFICE HAS NOT ABSTRACTED ltllS FOR ANY RECORDED CLAIMS" <~\ .... " DMI~t\fl~~ODEIl-"
OF nTLE EASEMENTS OR RESTRlcnONS. ltlE PRESENCE OR ABSENCE OF A~Y, : :"!~}~~})1 ~ ~y . vc::
SUCH CLAIMS IS NOT CERnFIED HEREON, ".' : .-J . ",r." ~~ ~ ~,C'. ""'1 :
4. NO UNDERGROUND IMPROVEMENTS OR unUllES WERE LOCATED EXCEPT' -:. ~ ., ~>-<. l'.:::
ltlOSE SHOWN HEREON. ~... ",,)o~ '. '\
5. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DAlUM 1929. ...'..
6. UNLESS NOW OTHER Wl SE, NO UNDERGROUND FOUND A TIONS LOCA TEO ','-A, , Df'{1.l., ' . " '",', ",Ml,,', ' [f,~""".""" - - ·
111"f~~),ltt'L"f,cJYo'f~) 2498 GULF TO SAY BLVD
; " ,\' 'SGN2003-12012
LEGAL DESCRIPTlON:
THE EAST 150 FEET OF THE NORTH 150 FEET OF THE SOUTH 200 FEET OF
THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA.
CERTlFIED TO:
MOTlVA ENTERPRISES LLC
LEO J. .JR. & \IICIL\EL V. \llJRPHY
OFFICIAL RECORDS
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CONC CONCRETE
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(F) FIELD MEASUREMENT
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REVISIONS:
11/18/03
DATE:
DESIGN:
DRAWN: KAB
CHECKED: RWTH
REVISION:
FILE: PR29BDX
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PROJECT NUMBER:
PROG0029
SHEET NO.
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APPD.
RETAIL VISUAL IDENTIT1~
.
.
LEVEL 3B
-
PINELLAS COUNTY,
JFLORIDA
FOR
PLANS PREPARED BY:
DEVELOPMENT GROUP, INC.
4929 BAYSHORE BOULEVARD
TAMPA, FLORIDA 33611
PHONE (813) 805-0512
FAX (813) 805-0313
2850 E. CAMELBACK ROA][), SUITE 270
PHOENIX, ARIZONA, 85016
SHELL TO SHELL RVI
Repaint Installation Specifications
Revised October 25, 2001
NOTES: ALL EXTERIOR TOP COAT COLORS ARE SATIN-GLOSS FlNISHES.
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 WITH CLEAN WATER
THEN APPLY T'NO COATS OF JONES-BLAIR RUST-NOT ACRYLIC SATIN LATEX 1351-0176 SHELL RVI 151 DARK GRAY, (SEE
SECTION 3 FOR MATERiAl SPECIFICATIONS)
ALL PAINTING WORK SHALL BE CONDUCTED IN ACCORDANCE TO MANUFACTURER'S INSTRUCTIONS, INCLUDING PROPER SURFACE
PREPARATION PRIMER APPLICATION AND FINISH COATING, NOTE: JONES-BLAIR T'NO COMPONENT URETHANES ARE SPECIFIED iN THESE
SPECIFICATIONS, USE OF THESE PRODUCTS REQUIRES SPECIAL APPLICATION PROCEDURES, IT IS THE CONTRACTOR'S RESPOi\l>.jBIUTY 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 SAFITr' 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 8E 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 FLOROPOL YMER 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 W1PED 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,
0, 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 T'NO FINISH COATS OF JONES-BLAIR ACRYlITHANE HS2 ACRYLIC URETHANE ENAMEL APPLIED 2-3
MILS OFT 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 SPECIFICATIONS.
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 8E
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 REQUIRED 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.
.AND
SHELL OIL PRODU(~TS US
CIVIL ORA WINGS
~
1
2
2A
3
~
COVER SHEET
SITE PLAN / SIGNAGE PLAN
SIGNAGE DETAilS
19 5/8" IllUMINATED CHANNEL LETTER SET
CANOPY ORA WINGS
SHEEL_N~
4
5
~
CANOPY DEMOLITION PLAN
CANOPY RE-IMAGE PLAN
BUILDING DRAWINGS
~
6
~
BUILDING RE-IMAGE 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 TWO
SURFACES OF ACM OR STEEL EPOXY URETHANE
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) 1133010 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 RVI YELLOW ACRYlITHANE 45214 4 HOURS TWO TWO
(ACRYLIC URETHANE)
#51 RVI DARK GRAY ACRYLlTHANE 45625 4 HOURS TWO TWO
(ACRYLIC URETHANE)
#52 RVl RED ACRYLlTHANE 45221 4 HOURS TWO TWO
(ACRYLIC URETHANE)
#53 RVI WHITE ACRYLlTHANE 45051 4 HOURS TWO TWO
(ACRYLIC URETHANE)
#50 RVI BLUE STANTEST 15403 WITHIN 4 HOURS TWO ONE
(ALKYD ENAMEL) OR AFTER 12
HOURS
CATALYST-ORDER ONE QUART HS2 CATALYST NOTE: RECOAT
FOR EACH GALLON OF 99951 (QUART) MIX TIMES ARE AT
ACRYLlTHANE OR UREPRIME 3: 1 RATIO WITH 70 DEGREES F.
UREPRIME PRIMER AND 50%
OR ACRYllTHANE RELATIVE
TOPCOATS HUMIDllY
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.COM
OR 80B SILVERNAIL BSILVERNAIL@JONES-BLAIR.COM
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PDG JOB NO. 010-114.146
2498 GULF TO BAY BLVD
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AREA = 16,67 SF
TO BE REMOVED
(5-5) E 150 FT OF N 150 FT OF S 200 FT OF SW J4 OF NE J4
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SITE DATA:
FOLIO NO. 18/29/16/00000/130/1000
ADDRESS: 2498 GULF TO BAY BLVD.
CLEAWATER, FLORIDA
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OWNER:
MOTIVA ENTERPRISES, LLC.
1100 LOUISIANA STREET, STE 2200
HOUSTON, TX 77002
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SIGNAGE SCHEDULE
DESCRIPTION St2E Q1Y. REMARKS
EXISTING "SHELL" CANOPY SIGN 8'-4" X 2'-0" 2 33.32 TO BE REMOVED
EXISTING ID SIGN
EXISTING "SHELL" SIGN 6'-0" X 5'-0" 30.00 TO BE REMOVED
FOOD MART SIGN 6'-0" X 1'-6" 9.00 TO BE REMOVED
EXISTING PRICE SIGN 6'-0" X 3'-3" 19.50 TO BE REMOVED
TOTAL EXISTING SIGNAGE .iU2
"Shell" CANOPY LOGOTYPE SIGN 1'-7%" X 7'-2%" IllUMINATED
2 23,60 CHANNEL lETTERS
"FOOD MART" SIGN 5'_~" X 1 O~" 4.52 RED VINYL DECAL
NEW MONUMENT ID SIGN
4' _0" ;< 4'-0" 16,00 NEW MONUMENT
SHELL PECTEN SIGN
4' -0" ;< 4'-0" 16.00 NEW MONUMENT
3-PRODUCT PRICE SIGN SIGN
"Premium Diesel" PANEL 4'-0" >: 1 '-2" 4.67 NEW MONUMENT
SIGN
"CAR WASH" PANEL 4'-0" >: 1 '-2" 4.67 NEW MONUMENT
SIGN
8'-0" X 2'-10" 22,66 NEW MONUMENT
BLANK PANEL SIGN
TOTAL PROPOSED SIGNAGE .i2.J..2
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@ PROPOSED ILLUMINA TED
CANOPY SIGN
(INTERNALLY ILLUMINATED)
NOT TO SCALE
(SEE ATTACHED DETAIL)
(AREA = 11.80 SF)
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SCOPE OF WORK: (LEVEL 3B)
EXISTING BUILDING
REFER TO RVI CONVERSIONS SHEETS FOR DETAILS
INSTALL NEW ACM SKIN ABOVE WINDOWS (REF, BLDG ELEVS.),
PAINT BUILDING WALLS AND FASCIA #53 WHITE,
INSTALL COLOR CODED ACM SKIN OVER STORE FRONT 25% RED AND 75% YELLOW.
PAINT A 12" BAND, 2 BLOCK COURSES AT THE BASE OF THE WALLS OR WAINSCOT DARK
GRAY,
INSTALL NEW "FOOD MART" DECAL PER BUILDING ELEVATIONS
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Food Mart}l
150'
GULF
TO
BAY BLVD
EXISTING CANOPY
REFER TO RVI CONVERSION SHEETS FOR DETAILS
REMOVE ALL SHELL LETTERS.
SPARE
SPARE,
REMOVE VALANCES,
INSTALL NEW ACM (ALPOLlC) OVERLAY WITH PRE-FINISHED 6 1/2" #53 WHITE AT THE
BOTTOM. FOLLOWED BY 29 1/2" #49 YELLOW AND THE REMAINING AT THE TOP #53 WHITE.
INSTALL NON-ILLUMINATED RED DECAL TO ALL CANOPY SIDES.
INSTALL ILLUMINATED SURFACE MOUNTED "SHELL" LOGOTYPE.
PAINT CANOPY COLUMNS WHITE WITH A 12" DARK GRAY BASE.
@ PROPOSED BUILDING SIGN (4.52 SF)
NOT TO SCALE DECAL (NON-ILLUMINATED)
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DISPENSERS AND FUELING ISLANDS
@
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RE-DECAL ALL DISPENSERS IN THE NEW RVI GRAPHICS WITH QUALITY FUELS AND PECTEN
ON THE LOWER SKIRT.
NEW 16" NON-ILLUMINATED VALANCES WITH RVI QUALITY FUELS ARE TO BE INSTALLED ON
ALL DISPENSERS,
APPLY PUMP NUMBER DECAL ON THE DISPENSER VALANCE,
INSTALL BLACK NOZZLE BOOTS AND SPLASHGAURDS FOR GASOLINE AND GREEN NOZZLE
BOOTS AND SPLASHGAURDS FOR DIESEL.
ISLAND FORMS SHALL BE PAINTED DARK GRAY HOWEVER STAINLESS STEEL ISLAND FORMS,
WHERE THEY EXIST, ARE NOT TO BE PAINTED.
ROADWAY SITE
--
7' I ;0 j
/- SHELL PECTEN
16.00 SF 8'-0"
3-PRODUCT PRICE SIGN
4'-0" 4'-0" 16,00 SF
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EXISTING 10 SIGN
@ REMOVE EXISTING ID/PRICE SIGN,
@ INSTALL NEW ID/PRICE SIGN.
@ SPARE.
YARD PAINTING
ALL YARD LIGHTS AND POLES SHALL BE PAINTED WHITE. LOW LEVEL LIGHT FIXTURES AND
POLES WILL BE PAINTED DARK GRAY.
ALL BOU.ARDS (GAURD POSTS) SHALL BE PAINTED WHITE WITH THE BOTTOM 12>> DARK GRAY,
STAINLESS STEEL BOLLARDS, WHERE THEY EXIST, ARE NOT TO BE PAINTED,
PARKING STRIPES ARE TO BE PAINTED WHITE. PARKING STRIPES FOR HANDICAP PARKING
SHALL BE PAINTED OSHA BLUE.
@
@
@
@
@
THE TRASH ENCLOSURES SHALL BE PAINTED WHITE WITH 12" DARK GRAY BASE. TRASH
ENCLOSURE DOORS AND FRAMES ARE TO BE PAINTED 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 DARK GRAY.
ALL PERIMETER FENCES AND WALLS, IF PREVIOUSLY PAINTED, SHALL BE PAINTED WHITE.
THE 12" DARK GRAY BASE IS NOT REQUIRED BUT IS AN ACCEPTABLE OPTION,
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ALUMINUM SKIRT _/
/ FINISHED TO MATCH
/ BUILDING.
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MISCELLANEOUS
ALL PUBLIC DOORS AND FRAMES SHALL BE PAINTED DARK GRAY, ALL NO ~rf)Btrc ,OOOR ;
AND FRAMES SHALL BE PAINTED WHITE. CURBS OF BUILDING WALKS SHA ~)j-.eAiN'JtrL:.: .,,'; "
~KG~'ll' '
ALL POINT OF SALE HARDWARE ARE TO BE WHITE. ~n.J;' · . tH
THE WALLS OF ALL ANCILlARY BUILDINGS, i.e, CNG, STORAGE ROOMS, RE~J" RO, ',MS"""j,))f,EJCE...~".". ~
OR STRUCTURES SHALL BE PAINTED WHITE WITH BOTTOM 12" OR lWO BL <ll€'COURSE:S :'(OR 'J
4 BRICK COURSES) PAINTED DARK GRAY,., -,~::.!~_lL ~"~~:~(_" ~ }JL'~ ^'-.. :
PROPANE CAGES AND OTHER ANCILLARY BUSINESS CAGES ARE TO BE PAINTED 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 I.D. SIGN, LOWER DISPENSER DOOR, DISPENSER VALANCE AND ON THE MESSAGE
PANELS OF POP'S.
EXISTING PRICE SIGN TO BE REMOVED.
-: '~~"...~. ~t',..._':tl, .'\,h ......;;t-i~_..
EXISTING IO/PRICE SIGN
NOT TO SCALE (58.50 SF)
@
@
@
~'t>.<.'::''i.i(>.1~'''''''l'.
PROPOSED ID/PRICE SIGN
NOT TO SCALE (64.00 SF)
PROPOSED FUEL DISPENSER DETAIL
NOT TO SCALE
@
@
@
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.- ---~-------~------------------------~----~~~~.---~-- -1/2~~D~ BOlm ~N 4 ;/2# CENTERS
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~ '" (ASTM A,,-s,oo GR~\DE 13)(50 PSF)
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f<EI~\JFORCING STEEL SHALL CONF.Of~M TO ACI ~318--8~3 '.STANDAf<D I3UILDING CODE
f<EQ UIHEMENT For~ HEINFORCED CONCRETE" CONCI~TE SHAL.l 1"1AVE: A MINIMUM
COtvIlPF~ESSIVE STF~ENGTH OF- :3.000 PSI AT 28 DAY. PROVIDE %." CHAMFEH AT EXf::lOSED
COH:N Ef~S.
UNCONFINED COMPf~ESSIVE Sn~ENGTH FOI~ GRANULAH SOILS .,- 1000 PSF.
DESIIGN FOF~ 150 MPH.
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WHE:N SOII_ ADJACENT TO F)f~OPOSED AUGEI</CAST PILE SIGN FOUNDATION IS DISTURBED,
COMIPACTION IS f~E(~UIF~ED ,\S FOLLOWS. BACKFILL MATERIAL SHALL Bt: CLEAN EARTH
FILL COMPOSED OF SAND, FREE FROM CLODS. STONES, REFUSE. AND OI~GANIC MATEHIAL
OR A MATERIAL APPf~OVED BY ENGINEER OF f<ECORD. BACKFILL SHALL BE PLACED IN
ONE FOOT LAYEI~S (COMPACT THICKNESS) AND SHALL BE COMPACT TO 100% OF
MAXIIMUM DENSITY AS DETEr~MINE BY AASHO T99.
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CAt.CIUt.A"'rIONS
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1. ~VINDLO/~D ON SIGN
SIGN Af~EA
MEAN HEIGHT OF SIGN (HS)
WIND IMPORTANCE FACTOI~ (I)
BASIC WIND SPEED
WIND VELOCny PRESSURE (V)
EXPOSURE CATEGORY B
HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS (C)
,... 1.0 (PEr~ TABLE 1606.20. FBC 2001, PAGE 113,12)
..,. (I)*(V)*(C)-- 47.90
A 1 .-- 100.00
pt .... (A1 )*(P1) -- 4;790 L13 ON 2 SUPI::lORTS
F>t 1 ,- 2,;395 U3 ON1 SUPPORT
100.00 SF (COpy Ar~EA PLUS BASE AI~EA)
6.00
1.0 (PEI~ TABLE 1 f306, FBC 2001, PAGE 16.9)
150
47,90 (PER TABl.E 1606.2A, FBe .2001, PAGE 16.1'1)
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- M2069 AL F1LLEH & M 191.)9 AL I~ETAINEH
DESIGN PF~ESSURE (F) 1)
.2. OVERTUr~NING MOMENT AT BASE
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8 I~EOUIF~ED
NOT TO SCALE
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REFEf~ENCES: PG. 5-,-81 /82 STRlJCTUr~/~l. ENGINEERING HANDBOOK
3RD EDITION, GAYLOr~O & G/~YLOI~D
DA.lMETEH (DIA) .-. 3fY. B ::: DIA/12 -- 3 FT
pt 1 ..-. 2t~395
H ,... 6.00
51 .-- 1000 PSF (SU8MEf~GEf~())
REQUIRED DEPTH (OF) [ ~!(~~~-~ ] X [ 1 + f:-~(1"~"f~~1}~ .
DF .-. '~.61 f=T
USE 5 FT
14.'.
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Mu ,-- 1 ,.3
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,_. 1.3*1 t~,370
,-- 1 B.681 FT LB ,,- 18.68 FT K
ON MINIMUM STEEL r~EQUIf~ED PEI~ ACI 3H3
"-. 0.79 SQ IN PER BAr~
,,-- a
.~- 6.,~3,2 SQ IN
(AG) "-- 3. 141 ~) t(DIA/2)"'2 -- .3. 141 6*(:36u/2)"2
-- 1 ,018 SQ IN
AS/AG ,,-- 6.32/1.018 .- 0.0062>>0.005
THEHFORE USE 8j~8 BAR VERTICAL
USE#,~3 TIES @ 16'. OC PEF~ cr~sl
~".
4, 0 ETERMINE RE)NFOr~CEMENT
-.--,-----,-,--,_.._-- -. ....._-,-+.,,----,-- ,...- ....--..--...+--..,,-,.- - ---_.~.._.+_.._--- -- -,-------
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WlrH ~" H. ON CORNEHS
\-- 1'. THICK A,,36 STEEL PLATE
R
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I~EINFor~CEMENT REQUIf~ED
BAr~ #8 (SA)
NUMBER OF BAr~s (~JB)
AS :=: (NB)*(I3A)
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NOT TO SCALE
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COLUMNS TO BE COLD FOF~MED WELDED HOLLOW STRUCTURAL SECTIONS IN ACCOI~DANCE
WITH MECHANICAL AND CHEMICAL PROI::>ERTY REQUIr~EMENTS OF ;~STM SPEC, )~-'-500. GHADE B.
;--(2) ).'4"--20
BOLTS
j
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/-- 6'\'}I4'.yJ4'. THICK
// A313 STEEL STl~AP
__L.~C_.
MATE:HIAL FOR l3ASr.: f)LATES AND TOP COVEI~S SHALL CONFORM TO ASTM A..--:3t)
SPECIFICATIONS.
-t
f\LLWELDING SHALL BE IN STRICT ACCORDANCE WITH STA~JDAr~DS PRESCHIBED BY THE AMEI~ICAN
WELDING SOCIElY. ALL SLAG AND SPATTEI~ SHALL BE r~EMOVED A~JD ALL DRILLED HOL[S
TO HAVE GI~OMMETS IN PLACE Pf~lor~ TO PI~IMING OF POLES,
.....-. ..' -,. ,,- .--,....EfiIffi]EE~~]!TIEmiillEt~}..,-
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/--- DRILL & T~J=> FOR
/ i'4'. ".20. (2) PLACES
POLE ASSEMBI_Y SHALL BE PRIMED WITH ONE COAT Or- C/~RBIT f~ED OXIDf:: SPEED Dr~Y
SHOPCOAT No. 3H."3.
"'---'''.- [-"-"J-'---
ANCHOI~ BOLTS SHALL HAVE A MINIMUM Sn~ENGTH AT 0.2% OFFSET OF 55 I<SI AND A
MINIMUM TENSILE STRENGTH OF 78 KSI. ELONGATION IN 2 INCHES SHALL BE AT LE)~ST 16%
OR IN 8 INCHES 14% TWO Hf.AVY HEX NUTS & TWO FLAT WASHEI~S WILL ACCOMPANY EACH I~OD.
(EIGHT F~ODS PEf~ UNIT). THERE WILL !3E 6" THF~EAD ON EACH F~OD,
COVER PLATE For~MED TO FIT OPENING;
USE WITH WEATHEI~pr~OOF GASI<ET
.3"x5Hy~'~ W.T. A/SOO
GHftDE 13 STEEL TUBE.
1~'; LONG
.~~.~-~ljL~Jfi.A.'~~,_,,_E.~~.Q~[.,~~,_~...,..NQ.:I.I;.S
1.)
THE .28 DAY STRENGTH OF ALL FOUNDATION CONCRETE
SHAU. BE .3000 PSI.
2.)
'REINFORCING STEEL SHALL E3E INTEI~MEDIATE GRADE
ASTM-.-A 15 OR GREATER (60 KSI YIELD)
1::1 E: I ~IIF 'Ie) il~C IE 0 Imt ,AN Irltl!O t.IE:DI::.r J'!II..
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15MM "rUBU LA-rED ELECTRODE EGL T8CMC
15MM NON- TUBULATED ELECTRODE EGL 8CMC
ELECTRO-BIT PASS THRU (LENGTH PENDING ON WALL)
GTO-15 15,000V MAX. CABLE & COVERING
9,000V - 60mA-120V TRANSFORMER (ACTOWN CAT. NO. 9060-0)
8" X 8" X 22GA. STEEL TRANSFORMER BOX
20 AMP SINGLE POLE DISCONNECT SWITCH
REFLECTIVE PLASTIC NEON STANDS
PRIMARY ELECT. CKT. CONNECTIONS ARE TO BE SUPPLIED
AND MADE BY LICENSED ELECTRICAL CONTRACTORS
GENERAL NOTES:
1. PROVIDE GROUNDING & BONDING PER NEe 250.
2. ALL SIGN COMPONENTS SHALL BE UL LISTED.
3. TUBE SUPPORTS SHALL BE PER NEC 600.41.
L-rR SIZE NEON SZ COLOR UNITS TOTAL FT.
S 19 5/8" 15 MM WHITE 1 1 0' -0"
h 18 5/16" 15 MM WHITE 1 7'-6"
e 15 1 /2" 15 MM WHITE 1 9'-2"
185/16" 15 MM WHITE 1 2'-9"
1 8 5/16" 15 MM WHITE 1 2'-9"
-rRANS.
9,000V
o
TO EXISTING 1 P, 20AMP
DEDICATED CIRCUI-r BREAKER.
EC SHALL UTILIZE BREAKER
DESIGNATED FOR EXISTING ~
REMOVED TEXACO SIGNS & (:.::.
ILLUMINATED RED BAND.
120 VOLT 20 AMP
PRIMARY ELECTRICAL
CIRCUIT CONNECTIONS
....
CXJ
1/4" X 1" MACHINE BOLT,
WASHERS & NUT
AMPS.
'OIlI
THE DESIGN INDICATED IN THESE
CONSTRucnON DOCUMENTS DOES TO THE
BEST OF MY KNOWLEDGE. INFORMATION. AND
BEUEF COMPLY WITH THE APPLICABLE
MINIMUM BUILDING CODES
D.U r' 0 ;JH D '::"i'.JJ\'1
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VOLTAGE CONNECTOR
7 /1 8 " 0
2 -, # 1 2 & 1 - # 1 2 G NO.
CCNNECT TO EXISTING
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4.80 AMPS
CIRCUITS
[1J ONE
VOLTAGE
120 AC
Part Number
fJJlddo!~1!{!:!.
4929 BAYSHORE BOULEVARD
TAMP/\t FLORIDA 33611
PHONE (813) 805-0512
FAX (813) 805-0313
FL. E.B. No. 7703
Client
SHELL
Drawn By
Date
03/23/00
Description
19 5/8" ILLUMINATED CHANNEL
LETTER SET (FABRICATED)
Design Load
Page
Drawing No.
3
REMOVE EXISTING
EXISTING CANOPY
"SHELL" SIGN\ FASCIA TO REMAIN\
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WEST ELEVATION
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1. REMOVE EXISTING SHELL LETIERS
2. REMOVE EXISTING VALANCES
SCALE: 1/4"== 1 '-0"
NOTE:
REPAIR DAMAGE DONE BY REMOVAL SHELL WORDMARKS; REPAIRS
SHOULD BE DONE IN SUCH A MANNER THAT THE REPAIRS WILL
NOT BE VISIBLE ONCE PAINTED.
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1. INSTALL NEW ACM (ALPOLlC) SKIN WITH PRE-FINISHED
6 1/2" WHITE AT THE BOTTOM, FOLLOWED BY 29
1 /2" YELLOW AND THE REMAINING 8" AT THE TOP
WH ITE.
2. INSTALL RED VINYL STRIPE DECAL 8 7 /8" ABOVE
BOTTOM OF FASCIA.
3. INSTALL NEW NON-ILLUMINATED 16" DISPENSER
VALANCE WITH RVI QUALITY FUELS GRAPHICS AND
PECTEN ON THE LOWER SKIRT PER RVI STANDARDS.
4. APPLY PUMP NUMBERS TO DISPENSER VALANCE.
5. NOZZLE BOOTS AND SPLASHGUARDS FOR GASOLINE
ARE BLACK. NOZZLE BOOTS AND SPLASHGUARD FOR
DIESEL ARE GREEN.
6. PAINT ALL ISLAND FORMS #51 DARK GRAY.
7. PAINT COLUMNS #53 WHITE WITH A 12" #51 DARK
GRAY BAND AT THE BASE.
7
INSTAll NEW /
NON-ILLUMINATED RED BAR ~
DECAL 8~" ABOVE BOTTOM
OF FASCIA
CD APPLY PUMP NUMBERS TO
~ DISPENSER VALANCE ~
I
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INSTAll NEW ACM (ALPOLlC) SKIN WITH PRE-FINISHED 6
1/2" WHITE AT THE BOTTOM, FOllOWED BY 29 1/2"
YEllOW AND THE REMAINING 8" AT THE TOP WHITE.
INSTAll NEW NON-ILLUMINATED 16"
DISPENSER VALANCE WITH RVI QUALITY FUELS
GRAPHICS AND PECTEN ON THE lOWER SKIRT
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INSTALL NEW BLACK NOZZLE BOOTS AND
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INSTAll NEW NON-IllUMINATED RED BAR
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8. PAINT BOLLARDS (GUARD POSTS) #53 WHITE WITH A
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9. INSTALL NEW SURFACE MOUNTED "SHELL" LOGOTYPE,
INTERNALLY ILLUMINATED CHANNEL LETIERS.
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INSTAll NEW ACM (AlPOLlC) SKIN WITH/"
PRE-FINISHED 6 1 /2" WHITE AT THE
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THE REMAINING AT THE TOP WHITE. (TYPICAL
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NOTE:
REPAIR DAMAGE DONE TO UNDERSIDE OF FASCIA/FALSE
GUTTER; PATCH 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.
INSTAll NEW RED INTERNAllY
L-
IllUMINATED "SHEll" LOGOTYPE
j.<:....:.:':''''.....,.':~."'._...~,~, '~-~,',.~-~- '
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CANOPY PLAN VIEW
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INSTALL NEW YELLOW
ACM SKIN (75%) \
r INSTALL NEW RED
ACM SKIN (25%)
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6 1/2"~t:\ [1 ~ _u\Jj~::'u U' "* ::
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ALIGN COLOR-CODING
WITH WINDOW FRAME
INSTALL NEW RED \
ACM SKIN \
\
ALL FASCIA OUTSIDE
COLOR-CODED AREA & WALLS ~
TO BE PAINTED #53 WHITE. \ "
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r- PAINT WALLS
#5,3 WHITE.
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~ IF STOREFRCNT IS ANODIZED ALUM. OR
PAINTED ANY COLOR OTHER THAN
BLUE, DO NOT PAINT. IF STOREFRONT
IS PREVIOUSLY PAINTED BLUE, THEN
PAINT #51 DARK GRAY.
INSTALL NEW FOOD MART j
DECAL, SHELL FUTURA
BOLD, RVI RED.
PAINT EXISTING WAINSCOT AT THE BASE
OF THE WALLS #51 DARK GRAY.
G\ SIDE ELEVATION (SOUTH)
\:::-J SCALE 1/4" = l' -0"
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[14' -2" V.I. F.]
V ALIGN COLOR-CODING
WITH WINDOW FRAME ALL FASCIA OUTSIDE
d COLOR-CODED AREA & WALLS
TO BE PAINTED #53 WHITE.
,
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/
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t;
,
INSTALL NEW
YELLOW ACM SKIN \
\
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PAINT WALlS.-:-<
& FASCIA #53 '\
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PAINT EXISTING WAINSCOT AT THE BASE ~
OF THE WALLS #51 DARK GRAY.
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\.- REPAINT COOLER DOOR
AND FRAME #51 DARK
GRAY.
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~ SCALE 1/4" = 1'-0"
SCOPE: LEVELS 2, 3A & 38
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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 PAINTED A 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 BEALL WHITE. PUBLIC ACCESS DOORS AND FRAMES, SUCH AS
EXTERIOR RESTROOMS, 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 ON THE FRONT
ELEVATION OVER THE STOREFRONT AND THE AREAS ON THE LEFT AND RIGHT
SIDE ELEVATIONS OVER THE STOREFRONT AS DESCRIBED BELOW.
THIS AREA WILL RECEIVE THE COLOR-CODING. THE NEW BUILDING FASCIA WILL
BE COLOR-CODED ON THE FRONT ELEVATION. THE COLOR-CODING OF THE
FASCIA WILL BE RED FOR 25% OF THE FRONT FASCIA LENGTH ALWAYS LEFT
JUSTIFIED. THE REMAINING FLAT FASCIA WILL BE YELLOW 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 COLOR-CODE WILL CONTINUE BACK TO THE FRONT DOOR
JAMB. THE REMAINING FLAT FASCIA WILL BE WHITE. ON THE RIGHT SIDE
ELEVATION, THE YELLOW COLOR-CODE WILL CONTINUE BACK TO THE FRONT
DOOR JAMB. THE REMAINING FLAT FASCIA WILL BE WHITE. THE SPECIFIED
HEIGHT FOR THE COLOR-CODING THE FASCIA IS 31-1/2" 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 SHOULD
BE NOTED THAT SINCE THERE IS NO PORTICO, THERE IS NO ILLUMINATION OF
THESE FASCIA SECTIONS. INTEf~NALLY ILLUMINATED LETTERS ARE OPTIONAL
WHERE NEEDED.
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