HomeMy WebLinkAboutPetroleum Upgrade Plans3108
Industrial 29 Street, Fort Pierce, Saint Lucie County, Florida 34946
7"Top App IDS #14AND 4 • t ii i 1ii •
BUILDING CODES
THE SYSTEM SHALL BE DESIGNED IN FULL COMPLIANCE WITH 'THE LATEST EDITION
OF THE APPLICABLE SECTIONS OF THE FCLLOWING CODES, STANDARDS, AND
GUIDELINES. WHERE CONFLICT EXISTS, CONTRACTOR SHALL FOLLOW THE MOST
STRINGENT REQUIREMENTS. IN CASE OF A CONFLICT BETWEEN THE UNIFORM FIRE
CODE AND THE NATIONAL FIRE PREVENTION ASSOCIATION STANDARDS, THE MOST
STRINGENT CONDITION SHALL APPLY:
UNDERWRITERS LABORATORY (UL) OR FACTORY MUTUAL (FM)
NFPA 70—NATIONAL ELECTRIC CODE 2017 EDITION
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(GENERAL STATEMENT:
THE PROPOSED WORK WILL CONSIST OF THE REMOVAL OF THE EXISTING DIESEL
FUELING SYSTEM AND THE INSTALLATION OF A NEW ONE. THE EXISTING 12,000 GALLON
ABOVE GROUND DIESEL FUEL STORAGE TANK, CANOPY AND RELATED ITEMS WILL BE
REMOVED. THE TANK SLAB WILL BE ALTERED. A NEW SYSTEM WITH ONE (1) 12,000
GALLON UL2085 DOUBLE -WALLED ABOVEGROUND FUEL STORAGE TANK WILL BE
INSTALLED. NEW TANK TOP FITTINGS INCLUDING HARDWARE AND OVERSPILL PREVENTION
WILL BE INSTALLED AS REQUIRED. (NEW PIPING WILL BE INSTALLED FOR THE FUEL AS
NECESSARY PER THE PLANS. A NEW CANOPY DESIGNED BY OTHERS WILL IBE INSTALLED.
PETROLEUM ENGINEER:
STILLWATER TECHNOLOGIES, INC.
1700 North Orange Avenue
Suite 100A
Orlando, Florida 32804
(407) 206-7222; (407) 206-7223 (fax)
Contact: Rick Blecha, P.E.
Email: rblecha@stillWatertech.com
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VICINITY MAP
SOUTHERN PUMP & TANK COMPANY
435 CASSAT AVENUE
Fort, Pierce, Florida, FL 32254
(904) 680-0860
Contact: Dale Jessup
dale.jessup@southei npump.com
Digitally signed by Frederick A
Blecha
DN: c=US, o=Stillwater
Technologies Inc.,
ou=A01410C000001701689322200
011 EFD, cn=Frederick A Blecha
Date: 2020.05.15 11:10:02-04'00'
This item has been electronically signed and
sealed by Frederick A. Blecha, P.E. on the date
and time shown using a digital signature.
Printed copies of this document are not
considered signed and sealed and the signature
must be verified on any electronic copies.
GENERAL NOTES:
I. CONTRACTOR SHALL CONDUCT ALL WORK IN
ACCORDANCE WITH APPLICABLE CITY AND COUNTY
CODES AND REGULATIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
SECURING ALL NECESSARY PERMITS FOR
COMPLETION OF THE PROPOSED WORK.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
APPLICABLE UTILITY CLEARANCES USING PROPER
NOTIFICATION PERIODS PRIOR TO CONDUCTING
TRENCHING OR EXCAVATION ACTIVITIES.
4. SITE PLAN ELEMENTS SHOWN HEREIN ARE FOR
INFORMATION PURPOSES ONLY AND HAVE BEEN ��PAR•�,1 BASED ON A SITE -PLAN DE PROVID BY CONT
CONTRACTOR SHALL VERIFY EXISTING SITE
CONDITIONS, PROPERTY BOUNDARIES, SITE
GEOMETRY AND EASEMENTS PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL INSTALL ALL ELECTRICAL IN
ACCORDANCE WITH NFPA 70 "NATIONAL REVIEWED FOR
ELECTRICAL CODE" AND SPECIFICALLY CODE COMPLIANCE
CHAPTER 5 ARTICLE 514 (LATEST EDITION). ST. LUCIE COUNT�s
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SHEET #
SHEET NAME
1
G01
COVER SHEET
2
PE01
GENERAL SITE, WORK AREA PLAN AND WORK SCOPE
3
PE02
PETROLEUM SYSTEM DEMOLITION AND INSTALLATION PLAN
4
PE03
PIPING PLAN, DIMENSION PLAN AND DETAILS
S
PE04
ANCHORING, WIND LOAD AND ADDITIONAL DE:TAILS
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PROJECT #:
347-017
DRAWN:
RMH
APPROVED:
FAB
DATE: 03/18/20
SCALE: AS NOTED
SHEET NAME:
01
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Digitally signed by Frederick A
Blecha
DN: c=US, o=Stillwater
Technologies Inc.,
ou=A01 41 00000001 7016893222
00011 EFD, cn=Frederick A Blecha
Date: 2020.05.15 11:08:18-04'00'
This item lies been electronically signed and
sealed by Frederick A. Blecha, P.E. on the date
and time shown using a digital signature.
Printed copies of this document are not
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must be verified on any electronic copies,
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SCOPE OF SERVICES:
1.
REMOVE
EXISTING ABOVEGROUND FUEL TANK AND ALL
APPURTENANCES.
2.
REMOVE
EXISTING DISPENSERS AND CONTAINMENT.,
3.
REMOVE
SELECTED BOLLARDS AS SHOWN ON PLANS,
4.
REMOVE
EXISTING CANOPY AND COLUMNS.
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5.
SAWCUT
AND REMOVE CONCRETE AS NECESSARY TO
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ACHIEVE
PROJECT EXECUTION.
6.
EXTEND
TANK SLAB AS SHOWN ON FLANS.
7.
INSTALL
ABOVEGROUND UL2085 STORAGE TANK PER PLANS
8.
INSTALL
NEW CANOPY DESIGNED BY OTHERS
9.
INSTALL
REMOTE FILL AND PIPING PER PLAN`.).
10.
INSTALL
DISPENSERS PER PLAN.
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11.
INSTALL
ALL RISERS, FITTINGS AND EQUIPMENT FOR A FULL
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AND COMPLETE SYSTEM.,
12.
INSTALL.
FUEL MANAGEMENT SYSTEM AND TANK MONITOR
SYSTEM
COMPONENTS.
13,
PURGE,
CALIBRATE AND CLEAN UP ALL DEBRIS.
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PROJECT #:
347-017
DRAWN:
RM13
APPROVED:
FAB
DATE:
03/18/20
SCALE:
AS NOTED
SHEET NAME:
P
SHEET:
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Digitally signed byFrederick A
Blecha
ON: c=US, o=Stillwater `�\� GAP • - _ -�'ya �/�
Technologies Inc., -z v
ou=A01410C00000170168932220 ` 40;ar:
0011 EFD, cn=Frederick A Blecha ,z ° al
Date: 2020.05.15 10:59:51-04'00'
This Item has been electronically signed and •.,
sealed by Frederick A. Blecha, P.E. on the date
and time shown using a digital signature. y Si/� �'e�/y • • �'��'�'
Printed copies of this document are not 't �J/ * 1,�
considered signed and sealed and the signature S /`f%� I 1111�e``
must be verified on any electronic copies. 2
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APPROXIMATE LIMITS OF RAISED SLAB TO BE
REMOVED TO FACILITATE THE PROJECT R NEW 6.0 PIPE BOLLARD (TYPICAL OF ALL AS SHOWN) •�
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LIMIT OF 6" THICK 4,OOD PSI
CONCRETE TANK SLAB EXTENSION- °
EXISTING PIPE BOLARD TO BE _ {" 0
REMOVED (TYPICAL OF FIVE) 12,000 GALLON DOUBLE -WALLED UL-206S Fi`-1 i�l
EXISTING PIPE BOLLARD TO REMAIN IN ABOVEGROUND DIESEL FUEL STORAGE TANK, a
PLACE (TYPICAL OF ALL ON EAST SIDE) a ® Fri
EXISTING VACUUM TO REMAIN IN PLACE- INSTALL NEW EMERGENCY STOP ON STEEL POST (>20' AND ® =
t100' FROM NEAREST DISPENSER) (SEE DETAIL ON SHEET PE03) w
EXISTING GROUND FUEL
EXISTING PANEL TO REMAIN IN PLACE - STORAGE TANK TO BE REMOVED °
LIMIT OF 6- THICK 4,000 PSI CONCRETE
EXISTING DISPENSER TO BE PATCH (TYPICAL OF ALL PATCHES)
APPROXIMATE LIMITS OF PAVING TO BE REMOVED TO REMOVED (TYPICAL OF TWO) r-- — ------_—, Q M��•1
FACILITATE THE PROJECT (TYPICAL OF ALL AREAS) NEW 6"0 PIPE BOLLARD (TYPICAL OF ALL AS SHOWN) ° I NEW COLUMN (TYPICAL OF FOUR DESIGNED BY OTHERS)
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.at#• APPROXIMATE LIMITS OF PAVING TO BE REMOVED TO I ' 'a«4 °'`a _ _.4' X 16' RAISED ISLAND (TYPICAL OF TWO u,
EXISTING CATCH BASIN TO REMAIN + + )
IN PLACE (TYPICAL OF THREE) ' "•v, FACILITATE THE PROJECT (TYPICAL OF ALL AREAS)
—FUEL ADDITIVE SHED
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'•.'�°:,. v ��' m •i .• EXISTING CANOPY TO BE REMOVED , .•..'A e . , :. � X `• . ❑ `--_ "----SATELLITE DISPENSER' (IYPICAI OF 1W0)
v: }. 4,Y'•s, ',•'i';'•,a•'.r '•..Y,Y ,. •.f 'r .y �,r'' I a
EXISTING OIL/WATER SEPARATOR TO REMAIN IN PLACE ,!!y,r,,,,<'t • • ""'-- -..
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"• + n a.: +`" �: ?, I aR: :• ia.z : 0 : • I FMS PEDESTAL AND ANTENNA (TYPICAL OF TWO) �p O O o w
EXCEPT AS BEING REPLACED TO FACILITATE THE PROJECT, THE
EXISTING PROTECTIVE BOLLARD TO REMAIN IN PLACE EXISTING CONCRETE IN THE FUELING AREA IS TO REMAIN IN I c n I w d g ' 0 8
NEW COLUMN (TYPICAL OF FOUR DESIGNED BY OTHERS) res N N
PLACE. END RESULT WILL BE IN COMPLIANCE W1Tii FDIC 406.7.E I Z
EXISTING CANOPY COLUMN TO L------'------- --� _ �,.-��-��� v.--�/ ��i L � U
BE REIGNED (TYPICAL OF TWO) w
— NEW C WOPY (DESIGNED BY OTHERS) DRIPLINE (CANOPY SHALL
EXISTING DEF TANK TO REMAIN IN PLACE r a HAVE CLEAR, UNOBSTRUCTED HEIGHT` OF NOT LESS THAN 13 c
EXCEPT AS BEING REPLACED TO FACILITATE FEET SIX INCHES TO THE LOWEST PROJECTING ELEMENT.) v ,
THE PROJECT, THE EXISTING CONCRETE IN
EXISTING DEF TANK PROTECTIVE THE FUELING AREA IS TO REMAIN IN PLACE `r1
BOLLARDS TO REMAIN IN PLACE 4' X 10' RAISED ISLAND FORMS
MASTER DISPENSER (TYPICAL OF TWO)
�LidLEi _ REMOTE FILL
e ' CONTRACTOR SHALL SAVE ALL ELECTRICAL CONDUITS
$ IN ANTICIPATION OF ADJUSTMENT AND REUSE. NOTE: `
�.P.t
N CONTRACTOR SHALL ADJUST EXISTING o
ELECTRICAL CONDUITS TO FACILITATE THE O c
INSTALLATION OF THE NEW EQUIPMENT.
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DATE: 03/18/20
SCALE: AS NOTED
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ESCALE: 1" = 20' SCALE: 1" = 20' ■ n�°j
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PETROLEUM SYSTEM DEMOLITION PLAN
PETROLEUM SY" STEM INSTALLATION PLAN SHEET;
1"=20' 1"=20'
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PETROLEUM DIMENSION +
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6"0 ROUND SCH 40 STEEL FILLED WITH
CONCRETE: PAINT SAFETY YELLOW
ELASTOMERIC SEALANT
YARD OR SLAB SURFACE AS OCCURS
24"0 CONCRETE FOOTING
2" NORMALLY CLOSED SOLENOID VALVE
21"0 THREADED
2'0 UNION
200 (EXTEND TO
INSTALL LEAK DETECTOR TEE AND
MECHANICAL LEAK DETECTOR
2"0 THREADED NIPPLE
0° 10' 20'
SCALE: 1" = 10'
THREADED NIPPLE
F2' EMERGENCY SHUT OFF VALVE
2" X 3" THREADED NIPPLE
2.0 90` (BACK TO HORIZONTAL)
2"0 THREADED NIPPLE
,�--2"0 90' (TURNED DOWN)
� OUTSIDE WALL OF TANK
NOTE: INSTALL PRESSURE RELIEF
PER PEI RECOMMENDATIONS
THREADED NIPPLE
BALL VALVE
THREADED NIPPLE
BINS PUMP
300 BLACK STEEL ABOVE GROUND DIESEL FILL
MASTER DISPENSER f
2"0 DOUBLE WALLED UNDERGROUND PIPING • I • ° / �~
-- - I----- ------- --
SATELLITE DISPENSER
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PETROLEUM PIPING LAYOUT
t i ,
EMERGENCY
SHUT-OFF
,PUS BUTTON.
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f�1 F4 a6 fi4, l lKY➢ai" 1.1..'t11. '
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PILLA MODEL ST120ESO (Emergency Shut -tiff) RUSH BUTTON STATION
Aft
NO SCALE BOLLARD DETAIL (TYPICAL) N® 54E STP DISCHARGE PIPING DETAIL (TYPICAL)
NO SCALE
Digitally signed by Frederick A
Blecha
DN: c=US, o=Stillwater
Technologies Inc.,
ou=AO1410C000001701689322200
011 EFD, cn=Frederick A Blecha
Date: 2020.05.15 11:09:07-04'00'
This item has been electronically signed and
sealed by Frederick A. Blecha, P.E. on the date
and time shown using a digital signature.
ffi
Printed copies of this document are not
=•
considered signed and sealed and the signature
must be verified on any electronic copies.
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- DIESEL FILL WITH POSITIVE SHUT OFF DROP TUBE
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- DIESEL STP
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_---- LEVEL PROBE
- - 2"0 BLACK STEEL ABOVE GROUND DISCHARGE PIPING
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PRIMARY EMERGENCY VENT
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NOTE:
PUSH BUTTON ASSEMiBLY TO BE MOUNTED TO A
zi FLAT STEEL PLATE ATTACHED TO A 2"0 STEEL POST
EMERGENCY STOP DETAL
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PROJECT #:
347-017
DRAWN:
RMI-1
APPROVED:
FAB
DATE: 03/18/20
SCALE: AS NOTED
SHEET NAME:
P
SHEET:
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--DISPENSER Digitally signed by Frederick A
Ble
ha
DNcc=US, o=Stillwater
Technologies Inc., &..'"'✓ ?
ou _ �~a
UCT 011 FD, cn0 FOrederick A Blecha 200 = 4 ,z 0 ;
BREAKAWAY
j 3" BLACK STEEL FILL Date: 2020.05.15 11:06:17 -04'00' O- x G
PIPE, CHECK VALVE, This item has been electronically signed and j �'� a to 'k"
AND BALL VALVE °.
sealed by Frederick A. Blecha, P.E. on the date
NOZZLE AND SPLASH + andtimeshown using a digital signature.
GUARD Printed copies of this document are not 4\\
considered signed and sealed and the signature ;Cp
must be verified on any electronic copies, C
HOSE REMOTE FILL BOX Ad
EXISTING YARD SURFACE
AS OCCURS- a .�
°- z 0) 0 In
3/4" CHAMFER D " = _ i4
ALL SIDES (TYP.) #4 REBARS AT 12" NEW 8THICK 4,000 PSI °L0
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O.C. EACH WAY3 REINFORCED CONCRETE SLAB ,, +1 urn n- ,F
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-III-III-III-III-III-III-III-III III -III III -III -III -III -III -III -III -III `� `t `_
DISPENSER PEDESTAL WITH SUMP SHEAR VALVE 6 o EXISTING COMPACTED BASE MATERIAL TO
° ° REMAIN U
PRODUCT PIPE ENTRY BOOT ° ° EXISTING SUBGRADE TO REMAIN o �I
CONCRETE ISLAND ° ° CL
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TYPICAL DISPENSER DETAIL (PIPE TURNED 900 FOR CLARITY) 5 REMOTE FILL DETAIL (TYPICAL) 6 TYPICAL TANK SLAB EXTENSION SECTION „c)
NO SCALE B NO SCALE NO SCALE
Force, F=AxPxCd 6 •• F + I�aj
A Area of Item RIGID PIPING SPECIFICATIONS 0 0 ® -0 ° v
P Design Wind Pressure (psf) .00256xVelocity Squared 2.1 VENT & VAPOR RECOVERY PIPING 3 Z H �y
A. PIPING:
Gd Drag Coefficient 2,0 for fiat plates, 1.2 for long cylinders 0.4
1. STEEL PIPE: (GALVANIZED) ALL PIPING SHALL SLOPE BACK TO TANKS (1% MIN.). o
Fastest Wind Velocity 170 mph B. HANDLING OF PIPE & FITTINGS: ^
Facter Assumed to get to 3-Second Gust 1.214 ALL PIPING INSTALLATIONS SHALL CONFORM TO PIPE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION GUIDELINES, CL
1. FIBERGLASS PIPE: PROTECT AGAINST ABRASION FROM SHARP OR HARD OBJECTS: IMPACT ItAMAGE FROM IMPROPER STORAGE, a y...�
Therefore 3-Second Gust Is 206.38 mph TRANSPORTING, LAYING OR BACKFILLING. INSPECT ALL PIPE FOR DAMAGE PRIOR TO USING IN THE PIPING SYSTEM.
Wind Speed Used For Calculation 210 mph 2. STEEL PIPE AND FITTINGS: PROTECT AGAINST DAMAGE TO THE PROTECTIVE COATING. 0 r }
2.2 INSTALLATION REQUIREMENTS: 2
Length of Object 35.67 feet A. LAYING OF PIPE: U) H
Height of Object 9 feet 1. INTERIOR SURFACE OF ALL PIPE AND FITTINGS MUST BE FREE FROM DIRT, SCALE, METAL, FIBERGLASS PARTICLES, ETC., BEFORE c �%
Area of Object 321.03 sq. feet CONNECTING.
Wind Pressure 112.896 psf 2. DO NOT SUPPORT PIPING WITH FOREIGN OBJECTS, SUCH AS SCRAPS OF WOOD, PIPE, ETC. USE MAJOR OIL APPROVED PIPING SUPPORT
B. CUTTING OF PIPE:
Drag Coefficient Applied 2.00 1. CUT PIPE TO ENSURE A SQUARE CUT END. CUT PIPE END MUST BE WITHIN 1/8" OF SQUARE. G
Force 72486.01 lbs C. TAPERING & REAMING: ti
1.
FIBERGLASS PIPE: ALL CUT ENDS MUST BE TAPERED PER PIPE MANUFACTURER. PROTECT PIPE DURING TAPERING TO PREVENT DAMAGE TO
v
Weight Of Object 32370 1bSPIPE. THE FINISH TAPER SHALL BE SMOOTH, CLEAN, AND FREE FROM SURFACE DEFECTS. THE LENGTH CF TAPER FOR 2" DIAMETER PIPE c ��]
Shear Force of Ech Anchor (3,000 psi cone) 22030 Ibis IS 1 5/8" AND FOR 3" DIAMETER PIPE IS 1 3/4". FOR OTHER SIZE PIPE, CONSULT PIPE MANUFACTURER'S INSTRUCTIONS. a c00
Pull Out Force of Ech Anchor (3,000 psi cone 14340 Ibs 2. STEEL PIPE ENDS ARE TO BE REAMED PER INDUSTRY STANDARDS. E ' r
D. BONDING & ADHESIVE SYSTEMS (AMERON FIBERGLASS PIPE): o I O o N N d
Number of Anchors 4 1. ALL FIBERGLASS PIPE SURFACES TO BE BONDED SHALL BE CLEANED WITH SOLVENT AS RECOMENDED BY MANUFACTURER. APPLY -0 r;,l z
Resistance to Lateral Movement 88120 Ibs PRESSURE UNTIL MECHANICAL LOCK IS ACHIEVED. BACK AXIAL PRESSURE SHOULD BE MAINTAINED ON A_L PREVIOUSLY ASSEMBLED JOINTS ^I�" Z d N N
Resistance to Uplift 89730 TO REDUCE THE CHANCE OF SEPARATION. •��
rz i,
o 2. INSPECT ALL FITTINGS FOR PROPER ALIGNMENT AND POSSIBLE "'BACK OUT" AT THE JOINTS. �
C r rn O 1
1bS 3. FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS ON CURE TIME BEFORE DISTURBING JOINTS OR TESTING.
Safety Factor to Sliding 1.22 E. THREADED JOINTS:
THREADED JOINTS MUST BE REAMED AND HAVE CLEAN CUT, PERFECT THREADS AND BE MADE UP WITH N04-HARDENING JOINT COMPOUND
Safety Factor to Uplift 1.24 INSOLUBLE IN PETROLEUM PRODUCTS. DO NOT USE ADHESIVE FDR iHR Fb CONN d 1 FAO nowa
F. FIBERGLASS TO STEEL PIPE CONNECTIONS:
N 9
FIBERGLASS THREADED END ADAPTERS ARE TO BE THREADED INTO THE STEEL PIPE OR FITTING BEFORE BONDING ONTO THE FIBERGLASS PIPE. t 4
1 " EMERGENCY SHUTOFF VALVE INSTALLED
ALL FLEXIBLE CONNECTORS ARE MADE FEMALE. THE FEMALE END CONNECTS TO THE FIBERGLASS PIPING. 11J) NOT USE ADHESIVE FOR °' I F
PER MANUFACTURER'S INSTRUCTIONS THREADED CONNECTIONS. `' F
ELECTRICAL CONDUITFOR POWER G. SPECIAL FITTINGS: v <
r'
REQUIRED AT EACH DISPENSER POSITION THE VALVE SO THAT THE LINE TEST PORT PLUG IS ACCESSIBLE. ® 4
H. SETTING & BEDDING PIPE:
ELECTRICAL CONDUIT FOR DATA / ISLAND SURFACE 1. PIPING SHALL BE PLACED ON PREPARED BED IN SUCH A MANNER AS TO MINIMIZE POINTS AT WHICH ONE PIPE MAY CROSS OVER c
TANK SADDLE UL-2085 12,000, ANOTHER PIPE, AT POINTS WHERE PIPING MUST CROSSOVER, A MINIMUM OF 4 INCHES MUST SEPARATE 'THE PIPES.
(TYPICAL OF 2) GALLON 2. WHEN PIPING IS PLACED ON THE BED, PROCEED TO "FIRST TEST" (BELOW) PRIOR TO BACKFILLING TRENCHES. or
DOUBLE -WALL :. ;'.':? .; • :,.: I. CLEANING SOLVENTS:
a
ABOVEGROUND .
REMOVE ANY ACCUMULATION OR ACCIDENTAL SPILL OF PIPE CLEANING SOLVENTS ON THE TANK IMMEDIATELY WITH A CLEAN CLOTH. AFTER p
` ` +� THE PIPING IS COMPLETE, INSPECT THE CONTAINMENT SUMP AND OTHER COLLECTION POINTS FOR PIPING CLEANING SOLVENTS.
STORAGE TANK PROVIDE 3/4a:d WEDGE TYPE /_ ANCHORS (RED HEAD TRUBOLT OR BACKFILL J. FLEX CONNECTOR BOOTS: �
ENCASE ALL FLEX CONNECTORS IN AN ISOLATION BOOT WHEN IN CONTACT WITH SOIL OR BACKFILL MATERIAL. MOVE THE ISOLATION TO 'G
EQUAL) EMBEDDED 6.625" INTO �� . MATERIAL INSPECT AND TEST ALL PRIMARY PIPING AND FLEX CONNECTOR.
2.3 TESTING OF PIPING: L
CONCRETE (TOTAL 4 AT TANK �'� A. NOTIFY THE OWNER'S REP., WHO SHOULD OBSERVE ALL TESTS, AT LEAST 24 HOURS IN ADVANCE OF ANY 'TESTS. CONTRACTOR TO ca
„ SEALING FITTINGS LEGS) (SEE NOTE FOR WIND LOAD) FLEXIBLE CONNECTOR COORDINATE TESTING WITH LOCAL INSPECTORS AND OWNER'S REP. c tin
PROPOSED 8 THICK (OPTIONAL) B. RESPONSIBILITY:
CONCRETE SLAB THE CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIAL, AND EQUIPMENT TO CONDUCT PRESSURE TESTS (AIR OR HYDROSTATIC) OF 01 v ir
CONTAINMENT SUMP ALL PRODUCT, VENT A14D VAPOR RECOVERY PIPING. 0 -
CONDUIT FOR DATA 0
C, TESTING DEVIATIONS: � � g
DO NOT DEVIATE FROM THE FOLLOWING TESTING PROCEDURES. PERFORM ALTERNATE TESTING PROCEDURES REQUIRED BY LOCAL INSPECTORS cci ¢ of
AFTER OWNER'S TESTS ARE COMPLETED AND DOCUMENTED. H N N
CONDUIT FOR DISPENSER) 2ELBOW
1. FIRST TEST (PRIOR TO BACK FILLING PIPE TRENCHES): 00 NOT CONNECT PIPING TO TANKS, REMOTE PUMPS OR DISPENSERS. DO NOT
`. °D POWER SEAL OR INSTALL SECONDARY CONTAINMENT FITTINGS UNTIL PRIMARY PIPING IS TESTED. TEST THE ENTIRE PIPING SYSTEM, I.E., PRODUCT, , o
VENT AND VAPOR RECOVERY (WHERE APPLICABLE) IN ACCORDANCE WITH THE FOLLOWING PROCEDURE,
A. STEP ONE: INSTALL PRESSURE APPLICATION SYSTEM THAT INCLUDES TWO PRESSURE GAUGES (15 PSI MAXIMUM). APPLY 10 PSI Vir
c
PRESSURE TO EACH PIPING SYSTEM. SOAP ALL JOINTS USING APPROVED SOAP SOLUTION. CAREFULLY OBSERVE EACH JOINT FOR
EVIDENCE OF LEAKS.
NEW DOUBLE-WALB. STEP LED O PROJECT : 347-017
NATIVE SOIL TWO: PROTECT AREA AROUND PIPING SYSTEMS TO BE TESTED TO PREVENT WORKMEN, PASSERS-BY, ETC., FROM ENTRY. N PRODUCT PIPE (PRODUCT PIPE INSTALL PRESSURE APPLICATION SYSTEM THAT INCLUDES TWO PRESSURE GAUGES (75 PSI MAXIMU!4). APPLY 60 PSI PRESSURE TO7T'!PRIMIMARY
EST BOT EACH PRODUCT PIPING PRIMARY SYSTEM ONLY. ALL OTHER SYSTEMS SECONDARY. VENT & VAPOR & TANK TESTS AT 5 PSI MAX.vWE DRAWN: RMI-1
PRODUCT PIPE ENTRY FITTING RECORD ALL TEST RESULTS. THE CONTRACTOR SHALL BACKFILL ALL TRENCHES TO SUBGRADE,
MIND LOAD: D. TESTING EQUIPMENT:OVED FAB
1. FLORIDA BUILDING CODE 2017 AND ASCE 7-10 TEST LINES USING PETRO TITE HYDROSTATIC LINE TESTING EQUIPMENT OR APPROVED EQUAL. TEST FLUID SHALL BE ASSIGNED, DLEC' 1E Y
DIESEL FUEL. CONTRACTOR TO COMPLY FULLY WITH THE PROCEDURE MANUAL FOR THE OPERATION OF LINE, TESTER. TEST PRESSURE SH pTE: 03/18J21)
2. ROOF LIVE LOAD - N.A. TE'e
3. IND - 1 0 PH. TANK AND APPURTENANCES WEIGH APPROXIMATELY 32,370 LBS. BASED BE (1.5 TIMES OPERATING PRESSURE - 150%) FOR A REMOTE PUMP SYSTEM WITH AN ALLOWABLE TOLERANCE OF 0.010 GAL/HR.
VENT LINES (No PHASE II VAPOR RECOVERY):
IS CA EG Y - II ON WIND LOAD FOR SAINT LUCIE COUNTY AT 170 MPH PER ASCE 7-10 E. UNLESS REQUIRED BY LOCAL AGENCY, NO SECOND TEST REQUIRED. SCALE: AS NOT1 D
5. INTERNAL PRESSURE COEFFICIENT - N.A. TANK IS STABLE WITH A FACTOR OF SAFETY IN EXCESS OF 1.1 6COMPONENTS AND CLADDING - ASSUME 81 PSF. F. VENT LINES AND VAPOR RECOVERY PIPING (WITH PHASE II VAPOR RECOVERY):
-
7,, SOIL CAPACITY 2000 PSF ASSUMED. CONTRACTOR IS RESPONSIBLE FOR VENT AND VAPOR RECOVERY PIPING SYSTEMS PASSING ANY LOCALLY IMPOSEC TESTS. SHEET NAME:
8. TANK WEIGHS APPROXIMATELY 32,370 LBS. FILE COP
9. TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 WITH ANCHORAGE. P
TANK WIND LOAD AND ANCHORING 2 DISPENSER SUMP DETAIL (TYPICAL) NOTES SHEET:
NO SCALE NO SCALE NO SCALE
0
0
o
I
I
i
f
1
I
I
i
Ss'-o
o
GENERAL NOTES
DECK
�
1L
5
L11/2xI'/2x1/g
L13/gx15/gx'c6GA
46'-0
4 -p
3
0
FOUNDAMONS:
7
FASCIA BRACE
\�
54'-0
V-0
04'-oo/c w/
w
THE SOIL BEARING VALUE SHALL NOT BE LESS THAN 2000
7' GUTTER
TIE TRACK
PSF. THE BEARING VALUE SHALL BE VERIFIED BY THE G.C.
B
3mm AGM
FOOTINGS SHALL BEAR IN UNDISTURBED SOIL. ALL T/FOOT.
BEAM MAIN
FASCIA
I
ELEVATION ARE TO BE THE SAME UNLESS SHOWN OTHERWISE.
_
L1x1x1/8
1i 1/2„ LIP
2
IF ELEVATIONS ARE NOT THE SAME, CHAPMAN CANOPIES
MUST BE INSTRUCTED OF ELEV. S IN WRITING WHEN CANOPY
W1Sx35
ORDER IS PLACED. FOOTINGS DESIGN COMPLIES W/ACI-318.
f
GUTTER
4-4-
_
I
REINFORCING _STEF.I
TY
"�
a
ALL DEFORMED BARS SHALL COMPLY w ASTM A615 FY-60 AND
V
1/6
f°
SHALL BE WIRE TIED AT ALL JOINTS. RUSTY, OILY, OR DIRTY
1 I I I I
I
I
STEEL SHALL NOT BE USED.
I i I 1 I
W18x35
I
I
I
STAGG. DECK
ANCHOR BOLTS:
FASCIA
TO BE
CLIPS
PURLIN
3mm
A.C.M.
L93/gxl5igx16GA
24 GA SCUPPER
TO MATCH GUTTER
ANCHOR BOLTS MUST BE INSTALLED WITH A TEMPLATE
AROUND ENTIRE CANOPY
RIVET TO GUTTER
AND WITHIN 1/8-INCH OF MEASUREMENTS OF THE BASE
PLATE OR COLUMN WILL NOT FIT. CONCRETE CONTRACTOR
FLAT PAN DECK
IS RESPONSIBLE FOR RECESSING FOOTINGS 10 - INCHES
L11/2x11/2x1/g
BELOW FINISH GRADE AND FOR EXTENDING ANCHOR BOLTS
W1Sx35
CI
SCUPPER
IP
5 - INCHES ABOVE FOOTINGS IN ORDER FOR CANOPY TO
DECK
P-16
TO BE
22 GA
CUTTERo
V
J7"
1-
ERECT PROPERLY. ANCHOR BOLTS SHALL BE ASTM F1554
f i I i
i w
(PERIMETER)
GRADE 36.
1
D I I I
I
B
99NCWSECTION
_
FIN. DRIVE LEVEL
TYPIYALRIDING
-
ALL CONCRETE SHALL BE 3000 PSI IN 28 DAYS. ALL CONIC.
W18x35
L1 /2x1
/2x /g
SHALL BE PLACED IN ACCORDANCE WITH ACI-318.
L1 /22x�1 /2_x /
AT1£ACH
W16x26
MUCTURAL STEEL
PUf IN
4-%
DIA. A324N
ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH
AISC SPECIFICATIONS. W-SHAPES SHALL BE ASTM A992.
MISCELLANEOUS STEEL, PLATES, ANGLES, AND CHANNELS ARE
W1Sx35
ROOF FRAMING PLAN
SCALE: 1/8 1'-0
n a'-n
Ox5/t6
...�.......,., ..,Oxs/16 �
FOUNDATION PLAN
2 SCALE: 1/8 = 1'-0
TYP.
�_ -- - PAVEMENT -
406.7.2 CANOPIES.
CANOPIES UNDER WHICH FUELS ARE DISPENSED SHALL HAVE A CLEAR, UNOBSTRUCTED HEIGHT OF NOT LESS THAN 13 FEET 6
INCHES (4115 MM) TO THE LOWEST PROJECTING ELEMENT IN THE VEHICLE DRIVE -THROUGH AREA. CANOPIES AND THEIR
SUPPORTS OVER PUMPS SHALL BE OF NONCOMBUSTIBLE MATERIALS, FIRE -RETARDANT -TREATED WOOD COMPLYING WITH CHAPTER
23, WOOD OF TYPE IV SIZES OR OF CONSTRUCTION PROVIDING 1-HOUR FIR17 RESISTANCE. COMBUSTIBLE MATERIALS USED IN OR
I ON A CANOPY SHALL COM PLY WITH ONE OFTHE FOLLOWING: o
a
1. SHIELDED FROM THE PUMPS BY A NONCOMBUSTIBLE ELEMENT OF THE CANOPY, OR WOOD OF TYPE IV SIZES;
ui
2. PLASTICS COVERED BY ALUMINUM FACING' HAVING A THICKNESS OF NOT LESS THAN 0.010 INCH (0.30 MM) OR
CORROSION -RESISTANT STEEL HAVING A BASE METAL THICKNESS OF NOT LESS THAN 0.016 INCH (0.41 MM). THE PLASTIC
SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN THE
FOOTING SCHEDULE
MARK
DIMENSIONS.
LxWxD
AT
T P Q 80TTOM
TOP ANC BO TOM
TAP �M
REMARKS
F5
5'-0x5'-0x5'-0
4 o c E.W
5010o c E,W
6012o c E.W
#4, #5, AND #6 OPTIONS
ALL STEEL SHOWN IS TO
BE PLACED EACH WAY.
'!g " px 2x g PROOF OF WELDERS CERTIFICATION SHALL BE AVAILABLE
1 BRIDGING TYP. ON REQUEST. ALL BOLTS SHALL BE IN ACCORDANCE
w/ASTM A325.
OTHER CONCRETE ITEMS
OTHER CONCRETE ITEMS SUCH AS DRIVE THRU SLAB,
BUILDING SLAB, PERIMETER FOOTING AND LOAD BEARING
FOOTINGS NOT USED FOR THE CANOPY ARE TO BE AT
THE SAME ELEVATION UNLESS SHOWN OTHERWISE. IF
W18x35 ELEVATIONS ARE TO VARY, CHAPMAN CANOPIES MUST BE
INSTRUCTED OF ELEVATIONS IN WRITING WHEN ORDER IS
PLACED.
SECTION ONON E FOUNDATION NOTE
\ W FOOTINGS PROVIDED BY CUSTOMER. CHAPMAN CAN. IS NOT
RESPONSIBLE OR LIABLE FOR THE USE OF EXIST. FOOTINGS.
NOTE: THIS CANOPY IS DESIGNED PER ASCE 7-16 LOADS
STRUCTURE LOADSSEE FIG. 27.3-4, UNBALANCED WIND LOAD A
CODE REFERENCE
TOP MAT (SEE SCH.) PARAMETER 2017 FLORIDA CODE
CASE A 1.20(53.03) 6th EDITION
3O(13.26)
(� D LOAD 4.0 PSF 1606.1
#4 EA. CORNER
CASE B
uv, , vm twin, .w. ,q
LIVE LOAD 0.0 ESE (w/APP. REDJ 160 .1 2.1
SNQW MID 1.9 ESF+ T
WIND SPEED 159.0 MPH 3 SEC. GUST 49,11 PS 26-29
CATEGORY 11 Iw 1.0 EXP. C
V RT. ROOF PRESSURE
e A w Cnl Case B C w Cn! ASCE 7 FIG. 27.3-4
* CLEAR WIND FLOW 0 53.0 30 13.26 -1. 0 -48.61 -.10 -4.42 -
14 * PLACE ANCHOR BOLTS NOTES: F 1 PRESSURE EXP. C
ON 14 IN, G/C 1. THESE LOADS HAVE BEEN APPLIED TO STRUCTURE Qgse A & 9 Cfz Cfx ASCE 7 FIG. 9.3-
IN ACCORDANCE WITH ASCE 7-16 CHAPTER 2 2.4.1
,D31 GUSSETS EACH BASIC COMBINATIONS FOR ALLOWABLE STRESS.93) 1187(91.92)
SIDE OF COLUMNS SEISMIC DATA C 7-1
2. THESE STEEL MEMBERS HAVE BEEN SIZED BASED ON
STEEL TUBE w/ 30I ASD, AISC 14th EDITION. SEISMIC DESIGN SE S ECTRUM RESPONSE,Ss 0.0560 FIG. 22.1
BASF F1x18x1'-6 L CATEGORY C U R 0.0 22.2
4-1 / DIA. x 34 A.B 4 TAB. 11.6(1)(2)
11/ " NON -SHRINK GROUT 3. ANALYSIS OF THIS STRUCTURE HAS BEEN ACCOMPLISHED LONG EffiigD RANSITI P ft 71 8 FIG. 2 -14
UNdER BASE P_ USING THE LATEST GENERATION OF MATRIX BASED R (GROUT BY OTHERS) RISK p
SOFTWARE. 11 TAB, 1.5-1
S ISMIC F CT R I 1.00 TAB. 1,5-
4. COLUMN SLENDERNESS FACTORS ARE 94SED ON
I
CHAPTER C, DIRECT ANALYSIS METHOD. TE CO CIE TAB. 11.4-1
I I Kx = 1.0 SITE COEFFICIENT, Fv 2.40 TAB. 1.4-
I I Kz = 1.0 SITE CLASSIFICATIOND TAB. .3-
SEE PLAN 5, BASES ARE FIXED. SITE ADJUSTMENT COEFFICENT S s 010896 11.4-1
SITEE C EFF T m1 0,0696 . 11.4-2
#4 EACH CORNER
DESI S CT RESPONSE, S 0. 8 E. 11.4-
63/ 63/ 3 DESIGN SPECTRAL PO 1 0. 46 E 11. -4
F I��'L.--'TWE/
�ED i TO BEAM FS
1' FORM INTENDED FOR USE IN ACCORDANCE WITH ASTM E84 OR UL 723 AND A SELF -IGNITION TEMPERATURE OF 650-F (343•C)
f OR GREATER WHEN TESTED IN ACCORDANCE WITH ASTM D1929; OR SEE PLAN
N
3. PANELS CONSTRUCTED OF LIGHT -TRANSMITTING PLASTIC MATERIALS SHALL BE PERMITTED TO BE INSTALLED IN CANOPIES o
ERECTED OVER MOTOR VEHICLE FUEL -DISPENSING STATION FUEL DISPENSERS, PROVIDED THE PANELS ARE LOCATED NOT LESS DETAIL C
THAN 10 FEET (3048 MM) FROM ANY BUILDING ON THE SAME LOT AND FACE YARDS OR STREETS NOT LESS THAN 40 FEET (12
192 MM) IN WIDTH ON THE OTHER SIDES. THE AGGREGATE AREAS OF PLASTICS SHALL BE NOT GREATER THAN 1,000 SQUARE TYp i W15x26 Ga. = 9/4
FEET (93 M2). THE MAXIMUM AREA OF ANY INDIVIDUAL PANEL SHALL BE NOT GREATER THAN 100 SQUARE FEET (9.JTHE
5/t8�1/4 STIFF I I Fi'ix11x1'-4
406.7,21 CANOPIES USED TO SUPPORT GASEOUS HYDROGEN SYSTEMS. CTRD ON WELDED To COLUMN
Digitally ANGLE I ON 4 SIDES
CANOPIES THAT ARE USED TO SHELTER DISPENSING OPERATIONS WHERE FLAMMABLE COMPRESSED GASES ARE LOCAT4-1 DIA. A325 BOLTS
ROOF OF THE CANOPY SHALL BE IN ACCORDANCE WITH THE FOLLOWING: Signed by i I 2-EACH SIDE
Gregor R Hss1oxlox5/16
1. THE CANOPY SHALL MEET OR EXCEED TYPE I CONSTRUCTION REQUIREMENTS. g y
Miller
2. OPERATIONS LOCATED UNDER CANOPIES SHALL BE UNITED TO REFUELING ONLY. N0• DATE:
3, THE CANOPY SHALL BE CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF HYDROGEN GAS, Date' SECTION D A .4/15/2020
2020.05.13 _ 2
.5/12/2020
- 12:49:28
05,00,
CARTER MILLER SANSING:
DATE:
ZRESPONSE MODIFICATION FACTOR, R 3.00 .2 . 12.2-1
i 1
L-� M OD 0 NA YSI - UNA ENT LATERAL ORC V® W 12.8
XBASE SHEAR. Ki 1 _1
PREPARED BY,• CARTER -MI ER-SAN I G P.O,B 4324.MERIDIAN, MS 39304 601-483- 601
U
GREGOR
CHAPMAN CANOPY, INC.
FLLORIDAORIDA(CAA 31480) 201 PATRICIA STREET/P.O. BOX 3527/HUEYTOWN, AL 35023
FL REG. 5033$ PHONE: 1-(205) 491-4845
obflagn000aeooapoo CUSTOMER:
BY: 00m0� .,� M.. SPATCO
g 0.0503,]> ScuE NOTED WA,WN:
o cTE:
C STATE ODA
F o
$ 10IDOp : age' APPROVED BY. Mom
LOC3207 AnON:
. Q.IALa� o �}t�`� FORT Pit-D+2UCERI�` 27TH ST.
•024 DWIFING NG
!2/20 CERTIFICATIO 19317-014