HomeMy WebLinkAboutPetroleum Upgrade Plans 5-19-20a IN
3108 Industrial 29 Street, Fort Pierce,
Prop App IDS #1429-501-0072-000"0-3 AND #1429-501-0070-09NOO-S'
FDEP Fac iD #9600472 (3207 Industrial 27th Street)
BUILDING CODES:
THE SYSTEM SHALL BE DESIGNED IN FULL COMPLIANCE WITH THE LATEST EDITION
OF THE APPLICABLE SECTIONS OF THE FOLLOWING 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)
14FPA 70—NATIONAL ELECTRIC CODE 2017 EDITION
7LORIDA BUILDING CODE 2017 ADDITION AS APPLICABLI
NFPA 30 2018 EDITION
OTHER STATE OR LOCAL CODES AS APPLICABLE
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VICINITY AP
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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 BE INSTALLED.
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
CONTRACTOR:
SOUTHERN PUMP & TANK COMPANY
435 CASSAT AVENUE
Fort Pierce, Florida, FL 32254
(904) 680-0860
Contact: Dale Jessup
dale.jessup@southernpump.com
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Digitally signed by Frederick A
Blecha
DN: c=US, o=Stillwater
Technologies Inc.,
ou=A01410C00000170168932220
0011 EFD, cn=Frederick A Blecha
Date: 2020.05.15 11:10:52-04'00'
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 signatm e
must be verified on any electronic copies.
GENERAL NOTES:
1. 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
BASED ON A^ SITE PLAN PROVIDED BY CONT'�RACTOR.
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
ELECTRICAL CODE" AND SPECIFICALLY �ySS
CHAPTER 5 ARTICLE 514 (LATEST EDITION).
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SHEET #
SHEET NAME
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COVER SHEET
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GENERAL SITE, WORK AREA PLAN AND WORK SCOPE
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PE02
PETROLEUM SYSTEM DEMOLITION AND INSTALLATION PLAN
4
PE03
PIPING PLAN, DIMENSION PLAN AND DETAILS_
5
PE04
ANCHORING, WIND LOAD AND ADDITIONAL. DETAILS
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PROJECT #: 347-017
DRAWN:
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LIMIT OF B" THICK 4.000 PSI
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EXISTING PIPE BOLLARD TO BE
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EXISTING VACUUM TO REMAIN IN PLACE
INSTALL NEW EMERGENCY STOP ON STEEL (>20' AND
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TO BE REMOVED
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EXISTING PANEL TO REMAIN IN PLACE
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LIMIT OF 6" THICK 4,000 PSI CONCRETE
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EXISTING DISPENSER TO BE
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EXISTING CATCH BASIN TO REMAIN
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PLACE, END RESULT WILL BE IN COMPUANCE WITH FBC 406.7.1
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EXISTING DEF TANK TO REMAIN IN PLACE
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CLFr1R, UNOBSTRUCTED HEIGHT OF NOT LESS THAN 13
EXCEPT AS BEING REPLACED TO FACILITATE
FEET SIX INCHES TO THE LOWEST PROJECTING ELEMENT.)
EXISTING DEF TANK PROTECTIVE
BOLLARDS TO REMAIN IN PLACE
THE PROJECT, THE EXISTING CONCRETE IN
THE FUELING AREA IS TO REMAIN IN PLACE
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IN ANTICIPATION OF ADJUSTMENT
AND REUSE.
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ELECTRICAL CONDUITS TO FACILITATE THE
INSTALLATION OF THE NEW EQUIPMENT.
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SHEET NAME:
SCALE: 1" = 20'
SCALE: 1" = 20'
PE 2
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1 PETROLEUM SYSTEM DEMOLITION
PLAN
PETROLEUM SYS11-M INSTALLATION PLAN
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E e INSTALL LEAK DETECTOR TEE AND 4{}ss N PROJECT #: 347-017
LL M MECHANICAL LEAK DETECTOR \\ PILLA MODEL T120ES0 (Emergency Shut -Off) PUSH BUTTON STATION
200 THREADED NIPPLE—, \ ,
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• 24`0 CONCRETE FOOTING --OUTSIDE WALL OF TANK " V
°�:.;ill�l x: �� APPROVED: FAB
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n���., g^ NOTES INSTALL PRESSURE RELIEF � �>, .. _ - , •• .. • • _ `' � �' T �`
PER PEI RECOMMENDATIONS � ���'��� .� ���, �. � M DATE: 03/18/20
NOTE: ST° LU I COUNTY sCALE: AS NOTED
s BOCC
PUSH BUTTON ASSEMBLY TO BE MOUNTED TO A
FLAT STET L PLATE ATTACHED TO A 2°0 STEEL POST SHEET NAME:
E _i�� PEUj
FILE Gk
R BOLLARD DETAIL (TYPICAL) 4 STP DISCHARGE PIPING DETAIL (TYPIC"l) 5 EMERGENCY STOP DETAIL -1` SHEET:
NO SCALE NO SCALE NO SCALE
i
DISPENSER
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BREAKAWAY 3" BLACK STEEL FILL W ,� t° * Z
PIPE, CHECK VALVE, i "? u~i 4"CA
AND BALL VALVE idyy® 0.)
NOZZLE AND SPLASH
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HOSE ` -REMOTE FILL BOX
4) 0EXISTING YARDS SURFACEOCCURS° Old?- C -0 �t
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3/SI CHAMFER NEW B" THICK 4.000 PSI °
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ALL SIDES (TYP.) /14 REBARS AT 12" i0 E
O.C. EACH WAY3 REINFORCED CONCRETE SLAB '�� +I C
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DISPENSER PEDESTAL WITH SUMP - SHEAR VALVE o o EXISTING COMPACTED BASE MATERIAL TO o
0 o REMAIN v
1.4
PRODUCT PIPE ENTRY BOOT ----_°
EXISTING SUBGRADE TO REMAIN °
CONCRETE ISLAND ° 0
a d., 2
TYPICAL DISPENSER DETAIL (PIPE TURNED 900 FOR CLARITY) 5 REMOTE FILL DETAIL (TYPICAL) 6 TYPICAL TANK SLAB EXTENSION SECTION 3
NO SCALE NO SCALE NO SCALE
Force, F=AxPxCd r ^ •� fly
A Area of Item RIGID PIPING SPECIFICATIONS 0 C) c�
P Design Wind Pressure (psf)I .00256xVelocity Squared 2.1 VENT & VAPOR RECOVERY PIPING Z ~ U
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Cd Drag Coefficient 2.0 for flat plates, 1.2 for long cylindersA. PIPING:{
1. STEEL PIPE: (GALVANIZED) ALL PIPING SHALL SLOPE BACK TO TANKS (1% MIN.).
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. EL M�
1FIBERGLASS PIPE: PROTECT AGAINST ABRASION FROM SHARP OR HARD OBJECTS; IMPACT DAMAGE FROM IMPROPER STORAGE,
. r
Therefore 3-Second Gust Is 206.38 mph TRANSPORTING, LAYING OR BACKFILLING. INSPECT ALL PIPE FOR DAMAGE PRIOR TO USING IN THE PIPING SYSTEM. C 0 Q
Wind Speed Used For Calculation 210 mph 2. STEEL PIPE AND FITTINGS: PROTECT AGAINST DAMAGE TO THE PROTECTIVE COATING. ° r
Length of Object 35.67 feet 2.2 INSTALLATION REQUIREMENTS: ;;
A. LAYING OFPIPE: rn
Height of Object 9 feet 1, INTERIOR
R 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.
2. DO NOT SUPPORT PIPING WITH FOREIGN OBJECTS, SUCH AS SCRAPS OF WOOD, PIPE, ETC. USE MAJOR OIL APPROVED PIPING SUPPORT
Wind Pressure 112.896 psf 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.
C. TAPERING & REAMING:
Farce 72486A1 lbs 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 lbs PIPE. THE FINISH TAPER SHALL BE SMOOTH, CLEAN, AND FREE FROM SURFACE DEFECTS. THE LENGTH OF TAPER FOR 2" DIAMETER PIPE
00
Shear Force of Ech Anchor (3,000 psi Conc) 22030 lbs IS 1 5/8" AND FOR 3" DIAMETER PIPE IS 1 3/4". FOR OTHER SIZE PIPE, CONSULT PIPE MANUFACTURER'S INSTRUCTIONS.
Pull Out Force of Ech Anchor (3,000 psi cone 14340 lbs 2. STEEL PIPE ENDS ARE TO BE REAMED PER INDUSTRY STANDARDS. E `v0 ro M
Number of Anchors 4 D. BONDING & ADHESIVE SYSTEMS (AMERON FIBERGLASS PIPE): ® �a O N N Q
1. ALL FIBERGLASS PIPE SURFACES TO BE BONDED SHALL BE CLEANED WITH SOLVENT AS RECOMENDED BY MANUFACTURER. APPLY ° �1 .Y d o
Resistance to Lateral Movement 88120 lbs PRESSURE UNTIL MECHANICAL LOCK IS ACHIEVED. BACK AXIAL PRESSURE SHOULD BE MAINTAINED ON ALL PREVIOUSLY ASSEMBLED JOINTS �1 ° � N
TO REDUCE THE CHANCE OF SEPARATION. a) "~ Z y U
Resistance to Uplift 89730 r-
8
lbs 2. INSPECT ALL FITTINGS FOR PROPER ALIGNMENT AND POSSIBLE "BACK OUT" AT THE JOINTS. " (n
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3. FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS ON CURE TIME BEFORE DISTURBING JOINTS OR TESTING. C
Safety Factor to Sliding 1.22 E. THREADED JOINTS:
Safety Factor to Uplift 1.24 THREADED JOINTS MUST BE REAMED AND HAVE CLEAN CUT, PERFECT THREADS AND BE MADE UP WITH NON -HARDENING JOINT COMPOUND" ,
INSOLUBLE IN PETROLEUM PRODUCTS. i J.ADED CONK .TInNc (a
F. FIBERGLASS TO STEEL PIPE CONNECTIONS: N �,
FIBERGLASS THREADED END ADAPTERS ARE TO BE THREADED INTO THE STEEL PIPE OR FITTING BEFORE BONDING ONTO THE FIBERGLASS PIPE.
1j," EMERGENCY SHUTOFF VALVE INSTALLED ALL FLEXIBLE CONNECTORS ARE MADE FEMALE. THE FEMALE END CONNECTS TO THE FIBERGLASS PIPING. DQ�OT USE ADHESIVE FOR CA ¢
PER MANUFACTURER'S INSTRUCTIONS G ,
THREANNECTIONS.
ELECTRICAL CONDUITFOR POWER DO� COL
REQUIRED AT EACH DISPENSER G. SPECIAL FITTINGS:
°D POSITION THE VALVE SO THAT THE LINE TEST PORT PLUG IS ACCESSIBLE. ® „
N H. SETTING ING SHALL BE PL
ACED NG PIPE:
ON PREPARED BED IN SUCH A MANNER AS TO MINIMIZE POINTS AT WHICH ONE PIPE MAY CROSS OVER o
ELECTRICAL CONDUIT FOR DATA ISLAND SURFACE ANOTHER PIPE. AT POINTS WHERE PIPING MUST CROSSOVER, A MINIMUM OF 4 INCHES MUST SEPARATE THE PIPES.
UL-2085 12:,000
TANK SADDLE
(TYPICAL OF 2) GALLON 2. WHEN PIPING IS PLACED ON THE BED, PROCEED TO "FIRST TEST- (BELOW) PRIOR TO BACKFILLING TRENCHES. �
DOUBLE -WALL 1. CLEANING SOLVENTS:
REMOVE ANY ACCUMULATION OR ACCIDENTAL SPILL OF PIPE CLEANING SOLVENTS ON THE TANK IMMEDIATELY WITH A CLEAN CLOTH. AFTER ABOVEGROUND THE PIPING 1S COMPLETE, INSPECT THE CONTAINMENT SUMP AND OTHER COLLECTION POINTS FOR PIPING CLEANING SOLVENTS, o
STORAGE TANK, PROVIDE 3/4"0 WEDGE TYPE
J. FLEX CONNECTOR BOOTS: lu
ANCHORS (RED HEAD TRUBOLT OR BACKFILL ENCASE ALL FLEX CONNECTORS IN AN ISOLATION BOOT WHEN IN CONTACT WTTI SOIL OR BACKFILL MATERIAL. MOVE THE ISOLATION TO
EQUAL) EMBEDDED 6.625" INTO J MATERIAL INSPECT AND TEST ALL PRIMARY PIPING AND FLEX CONNECTOR.
CONCRETE (TOTAL 4 AT TANK 23 TESTING OF PIPING: IL o
A. NOTIFY THE OWNER'S REP., WHO SHOULD OBSERVE ALL TESTS, AT LEAST 24 HOURS IN ADVANCE OF ANY TESTS. CONTRACTOR TO ci W
^ ,. LEGS) (SEE NOTE FOR WIND LOAD) SEALING FITTINGS FLEXIBLE CONNECTOR COORDINATE TESTING WITH LOCAL INSPECTORS AND OWNER'S REP.
PROPOSED 8 THICK c oW z
(OPTIONAL) B. RESPONSIBILITY: y5 W g
4 CONCRETE SLAB THE CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIAL, AND EQUIPMENT TO CONDUCT PRESSURE TESTS (AIR OR HYDROSTATIC) OF p 0 � �
ALL PRODUCT, VENT AND VAPOR RECOVERY PIPING.
CONDUIT FOR DATA CONTAINMENT SUMP C. TESTING DEVIATIONS: °
DO NOT DEVIATE FROM THE FOLLOWING TESTING PROCEDURES. PERFORM ALTERNATE TESTING PROCEDURES REQUIRED BY LOCAL INSPECTORS 0
AFTER OWNER'S TESTS ARE COMPLETED AND DOCUMENTED. F
CONDUIT FOR DISPENSER
POWER 2" ELBOW 1. FIRST TEST (PRIOR TO BACK F1LIJNG PIPE TRENCHES): DO NOT CONNECT PIPING TO TANKS, REMOTE PUMPS OR DISPENSERS. DO NOT qy aLn
♦o�g SEAL OR INSTALL SECONDARY CONTAINMENT FITTINGS UNTIL PRIMARY PIPING IS TESTED. TEST THE: ENTIRE PIPING SYSTEM, I.E., PRODUCT,Go 3 o 0
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 N o
g¢ PRESSURE TO EACH PIPING SYSTEM. SOAP ALL JOINTS USING APPROVED SOAP SOLUTION. CAREFULLY OBSERVE EACH JOINT FOR
& EVIDENCE OF LEAKS. N PROJECT #: 347-I)1.7
NEW DOUBLE -WALLED 0NATIVE SOIL�� PRODUCT PIPE PRODUCT PIPE B. STEP TWO: PROTECT AREA AROUND PIPING SYSTEMS TO BE TESTED TO PREVENT WORKMEN„ PASSERS --BY, ETC., FROM ENTRY. N
PRIMARY INSTALL PRESSURE APPLICATION SYSTEM THAT INCLUDES TWO PRESSURE GAUGES (75 PSI MAXIMUM). APPLY 60 PSI PRESSURE TO a
*E TEST BOOT EACH PRODUCT PIPING PRIMARY SYSTEM ONLY. ALL OTHER SYSTEMS SECONDARY. VENT & VAPOR & TANK TESTS AT 5 PSI MAX.. DRAWN: RMH
PRODUCT PIPE ENTRY FITTING RECORD ALL TEST RESULTS. THE CONTRACTOR SHALL BACKFILL ALL TRENCHES TO SUBGRADE. a
a M12 L®A * "\/ "\s D, TESTING EQUIPMENT: U APPROVED: FAB
^ 1. FLORIDA BUILDING CODE 2017 AND ASCE 7-10 TEST LINES USING PETRO TITE HYDROSTATIC LINE TESTING EQUIPMENT OR APPROVED EQUAL. TEST Fi.UID SHALL BE ASSIGNED PRODUCT,
DIESEL FUEL. CONTRACTOR TO COMPLY FULLY WITH THE PROCEDURE MANUAL FOR THE OPERATION OF LINE TESTER. TEST PRESSURE SHALL
2. ROOF LIVE LOAD - N.A. z
NOTE: DATE: 03/18/2O
� 3. IND - 1 O MPH. 'rANK 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/HRs 1 -
o IS CA EG Y - II ON WIND LOAD FOR SAINT LUCIE COUNTY AT 170 MPH PER ASCE 7-10 E. VENT LINES (NO PHASE II VAPOR RECOVERY):jDE I
E 5. INTERNAL PRESSURE COEFFICIENT - N.A. TANK IS STABLE WITH A FACTOR OF SAFETY IN EXCESS OF 1.1 UNLESS REQUIRED BY LOCAL AGENCY, NO SECOND TEST REQUIRED. LE: AS NOTED
`� 6. COMPONENTS AND CLADDING - ASSUME 81 PSF. F. VENT LINES AND VAPOR RECOVERY PIPING (WITH PHASE II VAPOR RECOVERY): �y , 1 I'
0 7. SOIL CAPACITY 2000 PSF ASSUMED. CONTRACTOR IS RESPONSIBLE FOR VENT AND VAPOR RECOVERY PIPING SYSTEMS PASSING ANY LOCALLY IMPOSED TESTS.BOCC SHEET NAME:
n 8. TANK WEIGHS APPROXIMATELY 32,370 LBS.
9. TANK IS STABLE WITH A FACTOR OF SAFETY >1,1 WITH ANCHORAGE.
IL
E
11 TANK WIND LOAD AND ANCHORING 2 DISPENSER SUMP DETAIL (TYPICAL) NOTES �FI SHEET:
O1 NO SCALE NO SCALE NO SCALE
o
GENERAL NOTES
DECK
56'-0
1 1 5
t 11/8
/2x1
L13/sx15/, x16GA4,-OL7
FOUNDATIONS:
6'-046
-0
7
FASCIA BRACE -
M
THE SOIL BEARING VALUE SHALL NOT BE LESS THAN 2000
®4 Oo/c wj
PSF. THE BEARING VALUE SHALL BE VERIFIED BY THE G.C.
o V-0
54 -0
1-0
7 GUTTER
TIE TRACK
FOOTINGS SHALL BEAR IN UNDISTURBED SOIL. ALL T/FOOT.
3mm ACM
��
ARE TO BE ME NCHAPMANLESS OCANOIESWN WISE.
MAIN BEAM
FASCIAIF
ELEVATIONS ARE NOELEVATION
T THE SAME,
L1x1x1
-�iVt�-LjP
MUST BE INSTRUCTED OF ELEV.'S IN WRITING WHEN CANOPY
ORDER IS PLACED. FOOTINGS DESIGN COMPLIES W/ACI-318,
o
W78x35
GUTTER
REINFORCING STEEL
E
o
-
I
d
-
ALL DEFORMED BARS SHALL COMPLY w/ASTM A615 FY=60 AND
TY
io
SHALL BE WERE TIED AT ALL JOINTS. RUSTY, OILY, OR DIRTY
1/8
m
STEEL SHALL NOT BE USED.
y I
I I I I I
{ I
I
ANCHOR BOLTS:
i j
I I W18x35I I I
I
STAGG. DECK
FASCIA TO BE
CLIPS
PURLIN
24 GA SCUPPER
ANCHOR BOLTS MUST BE INSTALLED WITH A TEMPLATE
3mm A.C.M.
Ll%x15/8x16GA
TO MATCH GUTTER
RIVET TO GUTTER
AND WITHIN 1/8-INCH OF MEASUREMENTS OF THE BASE
AROUND ENTIRE CANOPY
PLATE OR COLUMN WILL NOT FIT. CONCRETE CONTRACTOR
I I
I
I
IS RESPONSIBLE FOR RECESSING FOOTINGS 10 - INCHES
I i
I I i
! 1
I
i
FLAT PAN DECK
BELOW FINISH GRADE AND FOR EXTENDING ANCHOR BOLTS
y {
{ { !
L11/2x11/2x1/8
/o
SCUPPER
�-g
CANOPY 04
GBOLTSOSHALL FBERASTM
0 0 o
W18x35
ERE.CTNPROPERLY.CHES
ANCHOR F1 5
DECK TO BE
7" GUTTER
I
GRADE 36.
ra ��
P-16 22 GA
(PERIMETER)
'to
I i I
{
I
I
CONCRETE:
i I
m D 1
i I
I I I 1 I
x
i t
i
SECTION B
FIN. DRIVE LEVELIf
ALL CONCRETE SHALL BE 3000 PSI IN 28 DAYS. ALL CONC.
-
3
I
TYPI�AL iRiDiNG
-
SHALL BE PLACED IN ACCORDANCE WITH ACI-318.
L1 / x1 / x
2 2
W18x35
STRUCTURAL STEEL•
L11/2x11/gx1/
W16x26
{ I
1 I I i I
I
I
AT &H PU&N
ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH
{ { { I I
t
i
4-5/8
DIA. A324N
AISC SPECIFICATIONS. W-SHAPES SHALL BE ASTM A992.
1
L114x11/ x1/
MISCELLANEOUS STEEL, PLATES, ANGLES, AND CHANNELS ARE
TO BE ASTM A36. HSS SHAPES SHALL BE ASTM A500 GR. C.
PROOF OF WELDERS CERTIFICATION SHALL BE AVAILABLE
� Wt8x35
un
ROOF FRAMING PLAN
N
SCALE: 1/8 = 1'-0
i 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.
46'-0 SECTION E FOUNDATION NOTE:
W FOOTINGS PROVIDED BY CUSTOMER. CHAPMAN CAN. IS NOT
RESPONSIBLE OR LIABLE FOR THE USE OF EXIST. FOOTINGS.
F5 r- -. �5
I I NOTE: THIS CANOPY IS DESIGNED PER ASCE 7-16
L-
I SEE FIG. 27.3-4, UNBALANCED WIND LOAD STRUCTURE LOADS
-
L - _ I CODE REFERENCE
HSS10x1Ox5/16 HSS10x1Ox5/16 TOP MAT (SEE SCH.)
o
CASE A 1.20(53.03)�
30(13.26}
t . I DEAD LOAD
o O #4 EA. CORNER CASE B
0
BOTTOM MAT (SEE SCH.)
FOOTING SCHEDULE
MARK
DIMENSIONS:
(xy�xp
�4 STEEL MAT
TOP AND BOTTOM
#5 STEEL MAT
TOP AND BOTTOM
E STEEL MAT
TOP AND BOTTOM
REMARKS
F5
5'-Ox5'-Ox5'-0
4®8o c E.W
5010o c E.W
6012a c E.W
#4, #5, AND #6 OPTIONS
ALL STEEL SHOWN IS TO
BE PLACED EACH WAY.
LIVE LOAD
SN W LOAD
WIND SPEED
* CLEAR WIND FLOW
5 14 PLACE ANCHOR BOLTS
NOTES:
201�FLORIDA 606.1
�- -5 - - ON 14 IN. C/C 1. THESE LOADS HAVE BEEN APPLIED TO STRUCTURE Case A & B Cfz Cfx ASCE 7 FIG, 29.3-1
i I
t 1 C Fi3/ GUSSETS EACH IN ACCORDANCE WITH ASCE 7-16, CHAPTER 2, 2.4.1 9 .9 1 7 91.
L--- g BASIC COMBINATIONS FOR ALLOWABLE STRESS
_ SIDE OF COLUMNS SEISMIC DATA ASCE 7-16
L_ - 5 2. THESE STEEL MEMBERS HAVE BEEN SIZED BASED ON
HSS10x10x5/t6 ' ` /� /� PLAN
HSS10x10x /16 STEEL TUBE w/ 3pi ASD, AISC 14th EDITION. SEISMIC DESIGN •2 SEC, SPECTRUM RESPONSE. Ss 0.0560 FIG. .
FOUNDATION P LANV4A 1�/4gDIA$ xt 34 A.B L4 TAB. CATEGORY (1)(2) 1 EC. SP UM RE PO S1 0.0290 FIG. 22,2
11/y" NON -SHRINK GROUT 3. ANALYSIS OF THIS STRUCTURE HAS BEEN ACCOMPLISHED LONG PERT TRANSITION PERIOD.TI 8 FIG. 22-14
r1 SCALE: 1f8 = 1'-0 UNDER BASE E USING THE LATEST GENERATION OF MATRIX BASED a
L.. RISK GATE RY II T 1.5-1
` (GROUT BY OTHERS) SOFTWARE.
TYP. 5 SEISMIC FACTOR. le 1.00 TAB. 1.5-
/16 4. COLUMN SLENDERNESS FACTORS ARE BASED ON -
PAVEMENT I I CHAPTER C, DIRECT ANALYSIS METHOD. S COEFF TENT Fa 1.60 TAB. 11.4-1
I Kx = 1.0 SITECOEFFICIENT, Fv .40 T 11.4-2
I
406.7.2 CANOPIES. I I Kz = 1.0 SITE CLASSIFICATION D TAB. 20.3-1 .
CANOPIES UNDER WHICH FUELS ARE DISPENSED SHALL HAVE A CLEAR, UNOBSTRUCTED HEIGHT OF NOT LESS THAN 13 FEET 6 ® `O SITE ADJUSTMENT CO FFI ENT Sms 0.0896 E , 11.4-1
� SEE PLAN 5. BASES ARE FIXED.
INCHES (4115 MM) TO THE LOWEST PROJECTING ELEMENT IN THE VEHICLE DRIVE -THROUGH AREA. CANOPIES AND THEIR SITE ADJUSTMENT COEFFICIENT, S 1 0.0696 11.4-
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 FIRE RESISTANCE. COMBUSTIBLE MATERIALS USED IN OR #4 EACH CORNER DESI N s CTRA RESPONSE. SDI 0,050464 E . 11.4-3
ON A CANOPY SHALL COM PLY WITH ONE OFTHE FOLLOWING: Z Z DESIGN SPECTRAL RESPONSE. SDI 0.0. E 11.4-4
S 0 63/ 63/ fF3/g STIFF. NS & FS
a U � WELDED TO BEAM W. Ki s 10.30 12.
1. SHIELDED FROM THE PUMPS BY A NONCOMBUSTIBLE ELEMENT OF THE CANOPY, OR WOOD OF TYPE IV SIZES; w o
COVERED BY ALUMINUM FACING HAVING A THICKNESS OF NOT LESS THAN 0.010 INCH (0.30 MM) OR N UL SEISMIC RE ONS COEFFICIENT Cs 0.0199 0.0478 12.8.1.1
2. PLASTICS
CORROSION -RESISTANT STEEL HAVING'A BASE METAL THICKNESS OF NOT LESS THAN OA16 INCH (0.41 MM). THE PLASTIC 1/ BAST $TRU TURAL SYSTEM - SEISMIC R ISTING SYSTEM
SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX of 450 OR LESS WHEN TESTED IN THE jj�
FORM INTENDED FOR USE IN ACCORDANCE WITH ASTM E84 OR UL 723 AND A SELF -IGNITION TEMPERATURE OF 650°F (34TC) SEE PLAN _ z L�TI
OR GREATER WHEN TESTED IN ACCORDANCE WITH ASTM D1929; OR I { RESPONSEMODIFICATION ACTOR R 00 1.25 7A8. t2.2-1
1/4 L_� METHOD OF ANALYSIS - EQUIVALENT LATERAL FORCE V=CaW 12.8
3. PANELS CONSTRUCTED OF LIGHT -TRANSMITTING PLASTIC MATERIALS SHALL BE PERMITTED TO BE INSTALLED IN CANOPIES XBASE SHEAR Kips 1 6 , 12. -1
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 PREPARED BY: CARTER- IL ER-SANSING D. P.0.6 4324 MERIDIAN,Ms 3 6
000 SQUARE TYP I W16x26 Gm. = 23/q "
192 MM) IN WIDTH ON THE OTHER SIDES. THE AGGREGATE AREAS` OF PLASTICS SHALL BE NOT GREATER THAN 1, 5/1s CODE iA �
FEET (93 M2). THE MAXIMUM AREA OF ANY INDIVIDUAL PANEL SHALL BE NOT GREATER THAN 100 SQUARE FEET (9.3 M2). �1f yTl� i �1xt1x1'-4 itr�1 COPY T: G6I
CTRt406.7.2.1 CANOPIES USED TO SUPPORT GASEOUS HYDROGEN SYSTEMS. ANGLE
ON
WELDED TO COLUMN
Digitally ANGLE I ON 4-14DSA. EA325 BOLTS MANUFACTURER:
DISPENSING OPERATIONS WHERE FLAMMABLE COMPRESSED GASES ARE LOCATED ON THE signed b I I 2-EACH SIDE
SI
CANOPIES THAT ARE USED TO SHELTER g y CHAPMAN CANOPY, INC.
._
ROOF OF THE CANOPY SHALL BE IN ACCORDANCE WITH THE FOLLOWING: HSS1ox10x5/1s GREGORY R. MILLER FLORIDA (CA 31480) 201 PATRICIA STREET/P.O. BOX 3527/HUEYfOWN, AL 35023
Gregory R FL REG. 5o33s PHONE: 1-{205) 491-4845
1. THE CANOPY SHALL MEET OR EXCEED TYPE i CONSTRUCTION REQUIREMENTS.
ONLY. % �� Miller NO. DATE: BY: °�°°°000000P, 41/, a CUSTOMER:
2. OPERATIONS LOCATED UNDER CANOPIES SHALL BE LIMITED TO REFUELINGf 1 °°°°° M�1lF� SPATCO
3. THE CANOPY SHALL BE CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF HYDROGEN GAS. fi Date. SECTION D .4/15/2020 0
2020 05 1 e 0.050338 *m sruE NOTED DRAVM:
0 5/12/2ozo e o
STATE OF a DATE: APPROVED BY: REVISED:
Q A �c�X o� LOCATION:
12.49.28 3 o,�k`...�.aaor:.: °
°o C�' A. ° 3207 INDUSTRIAL 27TH ST.
--05'00'
0000 FORT PIERCE, FL
CARTER MILLER SANSING oa0o0r�� 20-024 oRAwuaD NO:
DATE: 1 /22/20 CERTIFICATION 19317-014