1-WCTA Fuel System Installation - Drawings.pdf

PDF 8 MB Posted Aug 28, 2026

Attached to: WCTA Fuel System Installation - WCTA PA 2026-1. 1GC – General Construction
Solicitation number: Not on record
Issued by: Washington County, Pennsylvania

About this file

Written by GovTribe AI · Sep 30, 2026

This is a comprehensive set of technical drawings and specifications for a fuel system installation project at the Washington County Transportation Authority (WCTA), doing business as Freedom Transit, located in Washington, Pennsylvania. The project involves the construction of a new fuel system at the WCTA Operations Facility at 375 Berry Road, South Strabane Township, Washington County, Pennsylvania. The scope of work includes furnishing and installing one 12,000-gallon aboveground storage tank for gasoline, one 10,000-gallon aboveground storage tank for diesel, two combo gas/diesel dispensers with dual hoses, two fuel management units, a fuel canopy with minimum 17-foot clearance height, concrete fuel pad and foundation systems, protective bollards, emergency shut-off devices, overfill alarm systems, and all associated piping, electrical connections, and appurtenances. The project drawings indicate a bid deadline of 2:00 PM EST on September 25, 2026, with a non-mandatory pre-bid meeting scheduled for September 8, 2026, at 2:00 PM EST at the project site. The contract documents are available through the PennBid Program at no cost.

The drawings specify that the fuel contractor shall furnish and install all fuel system equipment and materials in strict accordance with manufacturer's written instructions and all applicable Pennsylvania Department of Environmental Protection (PA DEP) requirements, with all tank and fuel system components to be installed by PA DEP certified tank installers. The contractor shall coordinate with structural, plumbing, electrical, and fire protection work, and the fuel canopy design is delegated to the fuel contractor as a design-build component. The electrical contractor is required to supply the fuel electrical panel and two 4-inch conduits with pull strings extending to the fueling island, while the fuel contractor supplies all remaining electrical power and control wiring. The project incorporates National Electrical Code (NEC) hazardous location classifications for the dispenser and tank areas, with detailed specifications for ventilation, emergency vents, and safety systems. Federal prevailing wage rates apply, and Freedom Transit encourages the use of certified Disadvantaged Business Enterprise (DBE) subcontractors with full utilization and adequate documentation required to satisfy federal and PennDOT requirements.

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Other files

File	Type	Posted
4-WCTA Fuel System - AIAs Compiled.pdf	PDF	Aug 28, 2026
2-WCTA Fuel System Installation - Specifications.pdf	PDF	Aug 28, 2026
3-WCTA Fuel System - Attachments Compiled.pdf	PDF	Aug 28, 2026
6-WCTA Fuel System Installation - Div 00.pdf	PDF	Aug 28, 2026
7-WCTA Fuel System Installation - Div 01.pdf	PDF	Aug 28, 2026
5-DBA Rates - WCTA Fuel System Installation.pdf	PDF	Aug 28, 2026

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KCI JOB #: 00031244_005

SHEET:

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

LICENSE NO: PE-053634-E

EXPIRATION DATE: 09/30/2025

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THIS PLAN IS SEALED & CERTIFIED

AS BEING IN ACCORDANCE WITH

THE APPROVED DEVELOPMENT PLAN

I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND

BELIEVE THAT THE PLAN SHOWN AND DESCRIBED

HEREON IS TRUE AND CORRECT TO THE ACCURACY

REQUIRED BY THE SUBDIVISION AND LAND DEVELOPMENT

ORDINANCE OF SOUTH STRABANE TOWNSHIP.

O R

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CS-001

Scale: 1"=2000'

LOCATION MAP

FUEL SYSTEM INSTALLATION

WASHINGTON COUNTY TRANSPORTATION AUTHORITY

(DBA FREEDOM TRANSIT)

WCTA OPERATIONS FACILITY

SOUTH STRABANE TOWNSHIP

WASHINGTON COUNTY, PENNSYLVANIA

SHEET INDEX

SHEET NUMBER DESCRIPTION

CS-001 COVER SHEET

C-101 SITE PLAN

SITE

PROJECT FS-101 OVERALL FUEL PLAN LAYOUT

FS-102 TANK LAYOUT

FS-103

FS-104

FS-105

FUEL DETAILS

NEC CLASSIFICATION AREAS

FUEL EQUIPMENT SCHEDULES

S-801 FUEL CANOPY FOUNDATION AND SLAB ON GRADE JOINT PLANS

S-802 FUEL CANOPY SECTIONS

S-803 FUEL CANOPY DETAILS

S-811 STRUCTURAL GENERAL NOTES

S-812 SPECIAL INSPECTIONS

S-813 STRUCTURAL SCHEDULES

S-821 TYPICAL STRUCTURAL DETAILS

E-001 ELECTRICAL LEGENDS

E-101 ELECTRICAL SITE PLAN

E-201 ELECTRICAL POWER PLAN - OVERALL

E-202 ELECTRICAL POWER PART PLAN

E-401 ELECTRICAL ENLARGED PLANS

E-501 E-601

ELECTRICAL RISER DIAGRAM, DETAILS AND SCHEDULES

ELECTRICAL PANEL SCHEDULES

T-001 TELECOMMUNICATIONS LEGENDS, ABBREVIATIONS AND NOTES

T-101 TELECOM SITE PLAN - OVERALL

T-201 ELECTRICAL TELECOM PLAN

T-202 ELECTRICAL TELECOM PART PLAN

T-501 TELECOMMUNICATIONS DETAILS

1220.770

BM A

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

2 INCH

ARBOVITAE

TYP

G U

GRASS

CABLE BOX

INLET

TG 1223.4'

INV. 1220.9' (N)

INV. 1220.8' (S)

INLET

TG 1210.0'

INV. 1207.3' (N)

INV. 1207.0' (S)

INLET

TG 1215.3'

INV. 1210.5' (N)

INV. 1213.8'(NE)

INV. 1213.8'(SW)

INV. 1210.4' (S)

SOCCER FIELD

INLET

TG 1215.0'

INV. 1208.7' (N)

INV. 1208.5' (S)

TELECOMMUNICATIONS BOX

8" P

OUTFALL

UNKNOW

OUTFALL

UNKNOW

TOP OF 30" CMP

ELEV. 1184.9'

CONC INLET

R Y

R O

T- O

F- W

T O

W N

R O

T- O

F- W

T O

W N

R O

GUY

BRUSH

GRASS

30" 30" 30"12"

WPP CO743002

WPP CO743001 WPP CO 742979

NO#

COMM PEDESTAL 41218

COMM PEDESTAL 41215

COMM PEDESTAL

GRASS

WOODS

6' CHAINLINK

WOODS

GRASS

GUY GUY

GUY

SHEDSHEDSHED

GRAVEL

" S

GUY

WOODS

GRASS

WPP CO

558094 3400-7

BM-1 65A 558095 4608-1

VERIZON JB

TJB 4593-15

WPP CO

558093 3400-6

STOP

3410-5

GAS MARKER

GRASS

' C

N K

MAC

10"

PEAR

12-15" PINE (TYP) GUY

BM-3

GRAVEL

BM-2

BM-2 ELEV 1222.793

N 321371.4990 E 1275866.2610

PENNY IN CONC

BM-3 ELEV 1215.604

N 321057.9140 E 1275751.5210

MAG IN 8" STUMP

BM-1 ELEV 1246.485

N 321292.2080 E 1276087.9730

NAIL IN CONC MON

G G

O H

E O

H E

O H

E O

H E

O H

N70°57'06"W 310.00'

°4 9'

.0 0'

S56°19'09"E 551.87'

S55°59'52"E 462.89'

S3 3°

6" W

.9 0'

N56°10'38"W 537.70'

S5 5°

'39

Rad=75.00' Arc=97.75'

Ch=N75^30'31"W 97.75'

T- O

F- W

T- O

F- W

Rebar (Found)

Rebar (Set)

2" Iron Pin (Found)

Conc Mon (Found)

WASHINGTON COUNTY

TRANSIT AUTHORITY

PARCEL 600-003-00-00-024-05

523,543 SF or 12.0189 Acres

INST 201321660 PARCEL

600-003-00-00-0024-01 N/F WASHINGTON

SOCCER ASSOCIATION, INC

DB 652 PG 569 N/F WASHINGTON

BROADCASTING COMPANY PARCEL

600-003-00-00-0025-00

DB 2521 PG 46 PARCEL

600-003-00-00-0016-00 N/F PHILLIP

FALCONI AND ANGELO FALCONI

N/F WEST PENN POWER COMPANY

DB 2541 PG 602 PARCEL 600-003-00-00-0016-02

N/F CB MINING INC

INST 201337502 PARCEL

600-003-00-00-0024-03N/F GEORGE P. HADANICH

DB 2343 PG 330 PARCEL

600-003-00-00-0024-04

Rad=25.00' Arc= 26.18'

Ch=N86°10'38"W 25.00'

TG 1245.36

INV 1242.70

APPROXIMATE

LOCATION OF

UNDERGROUND

FIBER OPTICS LINE

ZONE: R-2

ZONE: I-1

R Y

R D

E R

T- O

F- W

E C

STRABANE SQUARE

W L

LWETLAND "A"

WETLAND "B"

G G G GAS METER

NO GRATE

TOP = 1191.04

INV = 1182.43 (30"CMP)

PROPOSED BUILDING

FUEL CANOPY

BMP 3

BMP 1

D R

IVE LAN

D R

IVE LAN

10K DIESEL TANK

12K GAS TANK

I-12

I-11

I-5

I-6

I-7

I-8

I-10

I-9

I-2

I-1

I-14

I-13

EW-4

EW-7

EW-8

I-3

I-4

EW-2

EW-5

OS-2

OS-3

HW-1

BMP 1

I-16

JB-1

I-17

EW-6

DB-3

INV. 1217.56

INV. 1216.60

DB-2

INV. 1217.58

1.00%

DB-1

INV. 1217.71

INV. 1215.02

MH-1

4" P

C S

C H

4" PERFORATEDPVC SCHEDULE 40

MH-2

MH-3

MH-4

MH-6

MH-5

OS-1

EW-1

SD 4" PERFORATED

PVC SCHEDULE 40

FFE = 1220

PROPOSED BUILDING

TC: 1219.54

BC: 1218.87

TC: 1219.49

BC: 1218.82TC: 1217.92

BC: 1217.25

TC: 1217.96

BC: 1217.29

TC: 1218.15

BC: 1217.48

TC: 1218.20

BC: 1217.53

TC: 1218.50

BC: 1217.83

TC: 1218.55

BC: 1217.88

PROP. MAJOR CONTOUR

PROP. MINOR CONTOUR

PROP. TOP OF CURB

PROP. BOTTOM OF CURB

PROP. SPOT ELEVATION

PROP. SLOPE LABEL

PROP. WATERLINE

PROP. GAS LINE

PROP. SANITARY LINE

PROP. FORCE MAIN

PROP. STORM LINE

PROP. DEPRESSED CURB

GRADING LEGEND

X:1

TC: XX.XX

BC: XX.XX

XX.XX

LEGEND

C-101 N

( IN FEET )

1 inch = 50ft.

25 5050 100

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KCI JOB #: 00031244_005

SHEET:

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

LICENSE NO: PE-053634-E

EXPIRATION DATE: 09/30/2025

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THIS PLAN IS SEALED & CERTIFIED

AS BEING IN ACCORDANCE WITH

THE APPROVED DEVELOPMENT PLAN

I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND

BELIEVE THAT THE PLAN SHOWN AND DESCRIBED

HEREON IS TRUE AND CORRECT TO THE ACCURACY

REQUIRED BY THE SUBDIVISION AND LAND DEVELOPMENT

ORDINANCE OF SOUTH STRABANE TOWNSHIP.

O R

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10K DIESEL TANK12K GAS TANK

REMOTE FILL

(BELOW PLATFORM)

GAS/DIESEL

DISPENSER

FUEL

MANAGEMENT

CONSOLE

6" DIA. BOLLARDS

FUEL

MANAGEMENT

CONSOLE

GAS/DIESEL DISPENSER

32' - 6"

BOLLARD MOUNTED FIRE

EXTINGUISHER 2A:20B:C

BOLLARD MOUNTED FIRE

EXTINGUISHER 2A:20B:C

CANOPY DOWNSPOUT

PIPING TO BE CONNECTED

AT NEAREST

STORMWATER INLET

FUEL CANOPY TO BE

DELEGATED DESIGN BY THE

FUEL CONTRACTOR. CANOPY

TO BE 17' MINIMUM

CLEARANCE HEIGHT. FASCIA

AND PAINT TO MATCH

BUILDING COLOR SCHEME

EMERGENCY SHUT OFF SWITCH (ESO)

AND OVERFILL ALARM LOCATED

OUTSIDE CURBING ADJACENT TO

DRIVE LANE. ESO SHALL BE LOCATED

AT LEAST 20' BUT NOT MORE THAN

100' FROM EACH DISPENSER

(CANOPY)

30' - 0"

(C A

N O

P Y

BOLLARD MOUNTED FIRE

EXTINGUISHER 2A:20B:C

BOLLARD MOUNTED FIRE

EXTINGUISHER 2A:20B:C

4' - 0" 27' - 6"

F ile n a m e

SHEET:

KCI JOB #: 00031244_005

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY BRANDON SHIRK, AND

THAT I AM A DULY LICENSED PROFFESSIONAL UNDER

THE LAWS OF THE STATE OF PENNSYLVANIA

LICENSE NO: RA405223

EXPIRATION DATE: 06/30/2025

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FS-101

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3/16" = 1'-0"

0 4' 8' 16'

SCALE: NOT TO SCALEFS-101

2 TANK ISOMETRICS

3/16" = 1'-0"FS-101

FUEL LAYOUT1

SCALE: NOT TO SCALEFS-101

3 TANK ISOMETRIC WITH REMOTE FILL

GENERAL NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH STRUCTURAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION EQUIPMENT AS MAY BE REQUIRED IN THE FIELD.

2. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH RESPECTIVE MANUFACTURERS

WRITTEN INSTRUCTIONS.

3. THIS CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AT THE SITE BEFORE FABRICATING OR

ORDERING ANY INSTALLATION MATERIALS.

4. THE WORK SHOWN IS INTENDED TO INCLUDE COMPLETE AND PROPER SYSTEMS, ALL AS SHOWN ON PLANS AND AS SPECIFIED. ALL LABOR, EQUIPMENT, MATERIALS AND ACCESSORIES FOR A COMPLETE AND PROPER INSTALLATION, AND AS MAY BE REQUIRED FOR A PROPER SYSTEM, SHALL BE FURNISHED UNDER

THIS CONTRACT.

5. ALL MATERIALS MUST BE INSTALLED BY SKILLED PERSONNEL IN ACCORDANCE WITH BEST PRACTICES OF THE INDUSTRY. ALL TANKS AND FUEL SYSTEM COMPONENTS MUST BE INSTALLED BY PA DEP CERTIFIED

TANK INSTALLERS.

6. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE APPURTENANCES REQUIRED

FOR A COMPLETE INSTALLATION,

7. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE WORK SITE CONDITIONS THAT WOULD AFFECT THE WORK TO BE PERFORMED AND SHALL ARRANGE SUCH WORK ACCORDINGLY, FURNISHING REQUIRED

OFFSETS, FITTINGS, AND ACCESSORIES TO MEET SUCH CONDITIONS.

8. THE DRAWINGS MUST BE FOLLOWED AS CLOSELY AS CIRCUMSTANCES WILL PERMIT. SHOULD IT BE FOUND THAT ANY SYSTEM OR EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE DRAWINGS, THE

ENGINEER SHALL BE CONSULTED BEFORE INSTALLING OR MAKING CHANGES TO THE LAYOUT.

9. THIS CONTRACTOR MUST COMPLY WITH ALL LAWS, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES

HAVING JURISDICTION.

10. NOTHING CONTAINED ON THESE DRAWINGS OR THE SPECIFICATIONS SHALL BE CONSTRUED TO BE IN

CONFLICT WITH ANY STATE OR LOCAL CODES, ORDINANCES, OR REGULATIONS GOVERNING THE

INSTALLATION OF WORK SPECIFIED AND INDICATED ON THE DRAWINGS.

FUEL SYSTEM NOTES:

1. CONSTRUCT NEW CONCRETE FUEL TANK AND DISPENSER PAD, CANOPY AND TANK STRCUTRAL

SUPPORTS/FOOTERS, AND PROTECTIVE BOLLARDS FOR NEW FUEL SYSTEM AS SHOWN ON THE CONTRACT

DRAWINGS.

2. DRIVE LANE CONSTRUCTION AND GRADE CONCRETE AROUND THE BOLLARDS ARE NOT INCLUDED IN THE

FUEL CONTRACT.

3. FURNISH AND INSTALL ONE (1) NEW 12-000-GALLON ABOVEGROUND STORAGE TANK FOR GASOLINE, ONE

(1) NEW 10,000-GALLON ABOVEGROUND STORAGE TANK FOR DIESEL, AND ALL ASSOCIATED

APPURTENANCES AND PIPING AS SHOWN ON THE CONTRACT DRAWINGS.

4. INSTALL TWO (2) COMBO GAS/DIESEL DISPENSERS AND TWO (2) FUEL MANAGEMENT UNITS ON THE NEW

CONCRETE FUEL PAD AS SHOWN ON THE CONTRACT DRAWINGS.

5. BUILDING ELECTRICAL CONTRACTOR IS TO SUPPLY FUEL ELECTRICAL PANEL AND TWO (2) 4-INCH CONDUITS WITH ALL PULL STRINGS EXTENDING TO THE FUELING ISLAND. FUEL CONTRACTOR IS TO FURNISH AND INSTALL NEW ELECTRICAL POWER AND CONTROL WIRING, FOR THE DISPENSERS, FUEL MANAGEMENT UNITS, AUTOMATIC TANK GAUGING UNIT, TANK ACCESSORIES, EMERGENCY SHUTOFF DEVICE, AND CANOPY AS SHOWN IN THE CONTRACT DRAWINGS. FUEL CONTRACTOR TO SUPPLY ALL WIRING FROM THE FUEL ELECTRICAL PANEL. FUEL CONTRACTOR TO SUPPLY ALL CONDUIT, PULL BOXES, AND JUNCTION BOXES NECESSARY FROM THE 4-INCH CONDUIT STUB-UPS SUPPLIED BY THE BUILDING

ELECTRICAL CONTRACTOR AT THE FUELING ISLAND.

6. FURNISH AND INSTALL ALL PIPING, AND ASSOCIATED APPURTENANCES AS SHOWN ON THE CONTRACT DRAWINGS. ALL PIPING AND ALL ASSOCIATED APPURTENANCES TO BE PAINTED AND LABELED IN

ACCORDANCE WITH CONTRACT SPECIFICATIONS.

7. THE FUEL CANOPY TO BE DELEGATED DESIGN AND INSTALLED BY FUEL CONTRACTOR.

8. THE CONTRACTOR SHALL CERTIFY UPON TASK COMPLETION THAT ALL INSTALLED FUEL SYSTEMS AND

RELATED EQUIPMENT ARE FULLY FUNCTIONAL. THE CONTRACTOR SHALL, AT HIS EXPENSE, BE

RESPONSIBLE TO CORRECT ANY PROBLEMS THAT OCCUR AFTER HIS DEPARTURE AS A RESULT OF HIS

NEGLIGENCE OR IMPROPER INSTALLATION.

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TANK TOP LEGEND

A: 2", INTERSTITIAL MONITORING DEVICE

B: 4", VENT

C: 4", AUTOMATIC TANK GAUGING DEVICE

D: 4", CLOCK GAUGE

E: 4", FILL LINE WITH OVERFILL PREVENTION VALVE

F: 4", MANUAL GAUGING PORT

G: 4", MANUAL GAUGING PORT/VAPOR RECOVERY COMBINATION

H: 4", SUBMERSIBLE TURBINE PUMP

8" INTERSTITIAL

EMERGENCY VENT

8" EMERGENCY VENT

24" MANWAY

C E F H D BA

8" EMERGENCY VENT

8" INTERSTITAL

EMERGENCY VENT

24" MANWAY

G B E C D H A

F ile n a m e

SHEET:

KCI JOB #: 00031244_005

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY BRANDON SHIRK, AND

THAT I AM A DULY LICENSED PROFFESSIONAL UNDER

THE LAWS OF THE STATE OF PENNSYLVANIA

LICENSE NO: RA405223

EXPIRATION DATE: 06/30/2025

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FS-102

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SCALE: NOT TO SCALEFS-102

1 10000 GAL TANK TOP LAYOUT

SCALE: NOT TO SCALEFS-102

2 12000 GAL TANK TOP LAYOUT

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NO SMOKING

TANK #

PRODUCT

WORKING CAPACITY

TANK CAPACITY

CHECK GAUGE AND CHART

DO NOT OVERFILL

10000-GALLONS

COMBUSTIBLE

DIESEL

TANK 1

CONTENT LABEL

NFPA 704 M PLACARD

(DIAMOND LABEL WITH

NUMBERS 1,2,0 FOR DIESEL

VOLUME LABEL

TANK IDENTIFICATION LABEL

FUEL TYPE LABEL

HAZARD STATEMENT LABEL

NO SMOKING

TANK #

PRODUCT

WORKING CAPACITY

TANK CAPACITY

CHECK GAUGE AND CHART

DO NOT OVERFILL

12000-GALLONS

FLAMMABLE

GASOLINE

TANK 2

CONTENT LABEL

NFPA 704 M PLACARD

(DIAMOND LABEL WITH

NUMBERS 1,3,0 FOR GASOLINE

VOLUME LABEL

TANK IDENTIFICATION LABEL

FUEL TYPE LABEL

HAZARD STATEMENT LABEL

2' - 6"

1' - 6" 1' - 0"

GASOLINE FILLGASOLINE VAPOR

RECOVERY

DIESEL FILL

DIESEL GASOLINE

54"

32"

NEW COUNTERWEIGHT HOSE

RETRIEVER SWIVEL HEAD AND

BASE, KIT. 2" RISER PIPE TO

BE PROVIDED BY CONTRACTOR

NEW WAYNE SELECT G6200

DISPENSERS. DUAL HOSE, DUAL

PRODUCT WITH ALL

ACCESSORIES

F ile n a m e

SHEET:

KCI JOB #: 00031244_005

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY BRANDON SHIRK, AND

THAT I AM A DULY LICENSED PROFFESSIONAL UNDER

THE LAWS OF THE STATE OF PENNSYLVANIA

LICENSE NO: RA405223

EXPIRATION DATE: 06/30/2025

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.0 W

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E q u ip Ie sh a .S tu rg e o n

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Q .r vt

FS-103

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SCALE: NOT TO SCALEFS-103

6 FUEL SCHEMATIC

SCALE: NOT TO SCALEFS-103

1 10K AST SIGNAGE DETAIL

SCALE: NOT TO SCALEFS-103

2 12K AST SIGNAGE DETAIL

PIPING LEGEND

M D

LI LS LG

SUBMERSIBLE TURBINE PUMP

BALL VALVE

SOLENOID VALVE

SHEAR VALVE

EMERGENCY FIRE VALVE

NOZZLE

LEAK DETECTOR

STRAINER

PUMP

LEVEL INDICATOR, LIQUID SENSOR, GAUGE

FILTER

CHECK VALVE

VENT

VEERDER-ROOT

TLS-450PLUS

10,000 GALLON

DIESEL AST

12,000 GALLON

GASOLINE AST

LG LG

GAS DIESEL

FUEL MANAGEMENT SYSTEM

F F

SCALE: NOT TO SCALEFS-103

3 PIPE CLAMP DETAIL

SCALE: NOT TO SCALEFS-103

4 REMOTE FILL DP-2 DETAIL

SCALE: NOT TO SCALEFS-103

5 NEW DISPENSER DETAIL

GAS DIESEL

FUEL

MANAGEMENT

SYSTEM

FUEL

PANEL

TANK OVERFILL

ALARM AND

ACKNOWLEDGEMENT

SWITCH MOUNTED

ADJACENT TO ESO

EMERGENCY SHUT-OFF (ESO)

SWITCH LOCATED AT LEAST

20' BUT NOT MORE THAN 100'

FROM EACH DISPENSER

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10K DIESEL TANK12K GAS TANK

CLASS 1, DIVISION 1 AREA (B)

CLASS 1, DIVISION 2 AREA (B)

CLASS 1, DIVISION 1 AREA (D)

CLASS 1, DIVISION 2 AREA (D)

CLASS 1, DIVISION 2 AREA (E)

CLASS 1, DIVISION 1 AREA (TYP. OF 2)(C)

CLASS 1, DIVISION 2 AREA (TYP. OF 2)(C)

CLASS 1, DIVISION 1 AREA (A)

CLASSIFIED HAZARDOUS AREA LOCATIONS

TYPICAL N.E.C ARTICLE 514 CLASS 1 LOCATION

(ABOVEGROUND TANK)

EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION

ENTIRE INSIDE VOLUME

ENTIRE SPACE WITHIN CONTAINMENT DIKE

TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION

(ABOVEGROUND TANK - VENT DISCHARGING UPWARD)

EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION

WITHIN 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS

EXTENT OF CLASS 2, GROUP D, DIVISION 2 LOCATION

BETWEEN 5 FEET AND 10 FEET FROM OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS

TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION

(DISPENSING DEVICE - DISPENSER

EXTEND OF CLASS 1, GROUP D, DIVISION 1 LOCATION

ENTIRE SPACE WITHIN DISPENSER ENCLOSURE AND UNDER DISPENSER CONTAINMENT

EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION

WITHIN 18 INCHES OF DISPENSER ENCLOSURE OR THAT PORTION OF DISPENSER

ENCLOSURE CONTAINING LIQUID-HANDLING COMPONENTS, EXTENDING HORIZONTALLY IN

ALL DIRECTIONS AND DOWN TO GRADE LEVEL

UP TO 18 INCHES ABOVE GRADE LEVEL, EXTENDING 20 FEET HORIZONTALLY IN ALL

DIRECTIONS

TYPICAL NFPA 30 SECTION 7.3.3 CLASS 1 LOCATION

(EQUIPMENT - REMOTE FILL)

EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION

ENTIRE SPACE WITHIN ENCLOSURE

AREA WITHIN 3 FEET OF EDGE OF EQUIPMENT, EXTENDING IN ALL DIRECTION

EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION

AREA BETWEEN 3 FEET AND 8 FEET OF ANY EDGE OF EQUIPMENT, EXTENDING IN ALL

DIRECTION; ALSO, SPACE UP TO 3 FEET ABOVE GRADE LEVEL WITHIN 3 FEET TO 10 FEET

HORIZONTALLY FROM EDGE OF EQUIPMENT.

TYPICAL NFPA 30A SECTION 8.3.3 CLASS 1 LOCATION

(ABOVEGROUND TANK - SHOP-FABRICATED - STORING CLASS 1 MOTOR FUELS)

EXTEND OF CLASS 1, GROUP D, DIVISION 2 LOCATION

WITHIN 18 INCHES OF SHELL, ENDS, OR ROOF OF TANK

GASOLINE

1'-6"

CLASS 1, DIVISION 2 (TYP.)

CLASS 1, DIVISION 1 (TYP.) CLASS 1, DIVISION 2

20' RADIAL (TYP.)

CLASS 1, DIVISION 1. TYPICAL,

PEDESTALS UNDER

DISPENSERS (TYP.)

FINAL GRADE

DIESEL

VENT OUTLET

CLASS 1, DIVISION 1

5' RADIAL FROM

VENT OUTLET

CLASS 1, DIVISION 2

10' RADIAL FROM

F ile n a m e

SHEET:

KCI JOB #: 00031244_005

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY BRANDON SHIRK, AND

THAT I AM A DULY LICENSED PROFFESSIONAL UNDER

THE LAWS OF THE STATE OF PENNSYLVANIA

LICENSE NO: RA405223

EXPIRATION DATE: 06/30/2025

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1/4" = 1'-0"

0 4' 8' 16'

SCALE: 1/4" = 1'-0"FS-104

1 NEC CLASSIFICATION AREAS

SCALE: 1/16" = 1'-0"FS-104

2 CLASSIFIED HAZARDOUS AREA AT DISPENSER

SCALE: 12" = 1'-0"FS-104

3 CLASSIFIED HAZARDOUS AREA AT VENT

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F ile n a m e

SHEET:

KCI JOB #: 00031244_005

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY BRANDON SHIRK, AND

THAT I AM A DULY LICENSED PROFFESSIONAL UNDER

THE LAWS OF THE STATE OF PENNSYLVANIA

LICENSE NO: RA405223

EXPIRATION DATE: 06/30/2025

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FS-105

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ELECTRICAL CONDUIT -- 3/4-INCH, GALVANIZED STEEL

ELECTRICAL CONDUIT -- 1-INCH, GALVANIZED STEEL

PETROVEND FSC3000 OPW

AUTOMATIC VEHICLE IDENTIFICATION SYSTEM OPW

PETROVEND PV300 OPW

COMPUTER -- WINDOWS 10 OR NEWER

EMERGENCY SHUT DOWN DEVICE OPW

MOUNTING CAPS MORRISON BROTHERS

INTERSTITIAL MONITORING SENSOR VEEDER ROOT

INVENTORY PROBE AND FLOAT KIT VEEDER ROOT

TLS-450PLUS APPLICATION SOFTWARE VEEDER ROOT

TLS-450PLUS VEEDER ROOT

INVENTORY AND FUEL MANAGEMENT SYSTEM

LABELING & WARNING SIGNAGE -- -- PUMP IDENTIFICATION, CONTENTS, AND NFPA30A SIGNAGE

ENTRY SUPPORTS -- --

SHEAR VALVE OPW 10 SERIES

FLEX CONENCTOR OPW 1.5-INCH

SUMP SENSOR MOUNTING BRACKET VEEDER ROOT

LIQUID SUMP SENSOR VEEDER ROOT

PEDESTAL FAIRFIELD INDUSTRIES DP-2 DUAL PRODUCT DISPENSER PLATFORM, STAINLESS STEEL (INCLUDES STABILIZER BARS, SHEAR VALVE BRACKETS, AND ENTRY BOOTS)

DISPENSER FILTERS WAYNE FLEET FUELING SYSTEMS WAYNE FLEET FUELING SYSTEMS

DISPENSER HANGER WAYNE FLEET FUELING SYSTEMS WAYNE FLEET FUELING SYSTEMS

DISPENSER HOSE RETRACTOR WAYNE FLEET FUELING SYSTEMS WAYNE FLEET FUELING SYSTEMS

DISPENSER WHIP HUSKY HUSKY CP12HW.75; CP16HW.75

DISPENSER NOZZLE HUSKY HUSKY 159504; 003360; 000350; 696103N^; 002276; 000087

DISPENSER HOSE STEELFLEX ULTRA HARDWALL HOSE

DISPENSERS WAYNE FLEET FUELING SYSTEMS Wayne Select, 3G7203D/29G-JKUY1/ TWIN II, DUAL PRODUCT

DISPENSERS

PAINT -- -- INDUSTRIAL, EXTERIOR, EPOXY-BASED

LABELING & WARNING SIGNAGE -- -- FLOW DIRECTION AND CONTENTS

FITTINGS -- STEEL

PIPING -- STEEL

PIPE BRACKETS DEEPWATER CORROSION CONTROL NU-BOLT/IROD, NUB0116 1.5-INCH

PIPE SUPPORTS -- STEEL

BALL VALVE -- STEEL

UNION -- STEEL

SOLENOID VALVE MORRISON BROTHERS FIG. 710SS, 2150 1V 1.5-INCH, SOLENOID VALVE, STAINLESS STEEL (PTFE), W/120/60 VOLT AC COIL

FIRE VALVE MORRISON BROTHERS FIG. 346DI, 0400 AV 1.5-INCH, EXTERNAL EMERGENCY VALVE, DUCTILE IRON

PIPING

DROP TUBE MORRISON BROTHERS FIG. 419, 03081TEVR 3-INCH DROP TUBE

OPV MECHANICAL TEST MECHANISM MORRISON BROTHERS FIG. 9095ATM, 3300 AK MECHANICAL TEST MECHANISM, INCLUDES AA 3300 TOP, DUCTILE IRON

OVERFILL PREVENTION VALVE (OPV) MORRISON BROTHERS FIG. 9095AM, 3300 AV 3-INCH OPV FOR REMOTE FILL

MISCELLANEOUS PIPE FITTINGS -- -- STEEL

PIPE SUPPORT BRACKETS DEEPWATER CORROSION CONTROL NU-BOLT/IROD, NUB0119 3-INCH

PIPE SUPPORTS -- -- STEEL

PIPING -- -- STEEL

CHECK VALVE MORRISON BROTHERS FIG. 246ADI, 0600 AV 3-INCH, SWING CHECK VALVE, THREAD, DUCTILE IRON

PIPE NIPPLE -- -- STEEL

BALL VALVE MORRISON BROTHERS FIG. 691BSS, 1000 1V 3-INCH, FULL PORT STAINLESS STEEL LOCKING BALL VALVE

VAPOR RECOVERY CAP MORRISON BROTHERS FIG. 323C, 0100ACEVR 4-INCH, VAPOR RECOVERY CAP

VAPOR RECOVERY CONNECTION MORRISON BROTHERS FIG. 323, 0100 AA VAPOR RECOVERY ADAPTOR (4-INCH VAPOR, 3-INCH RISER THREAD)

DELIVERY TRUCK FILL QUICK ADAPTER MORRISON BROTHERS FIG. 800B, A0600 1C FOR USE WITH FIG. 928S

DELIVERY TRUCK FILL ADAPTER MORRISON BROTHERS FIG. 928S, 0300 1C 3-INCH DRY BREAK ADAPTER

FILL CONNECTION CAP MORRISON BROTHERS FIG. 800DCS, 0700 1C DUST CAP, STAINLESS STEEL (FITS 3-INCH 927S DRY DISCONNECT)

FILL CONNECTION MORRISON BROTHERS FIG. 927S, 0300 1C STAINLESS STEEL DRY DISCONNECT ADAPTOR

REMOTE FILL CONTAINMENT BOX FAIRFIELD INDUSTRIES MFP-30 REMOTE SPILL CONTAINER, STAINLESS STEEL, 3-PORT

OVERFILL ACKNOWLEDGEMENT SWITCH/RESET VEEDER ROOT 790095-001 USE WITH TLS-450

OVERFILL ALARM BOX VEEDER ROOT 790091-001 USE WITH TLS-450

GAUGING STICK INDICATOR PASTE -- --

GAUGING STICK -- --

RED JACKET STANDARD CONTROL BOX VEEDER ROOT

RED JACKET AG STP VEEDER ROOT

4-INCH X 2-INCH BUSHING -- -- STEEL

GAUGING PORT CONTAINMENT MORRISON BROTHERS FIG. 517, 0200 AC AST SPILL CONTAINER, MALE THREADED, 4-INCH, 3.5-GALLON CAPACITY

MANUAL GAUGING PORT COVER MORRISON BROTHERS FIG. 305GSP, 0000 AK 2-INCH GAUGE STICK CAP AND ADAPTOR

VENT CAP (ATM) MORRISON BROTHERS FIG. 354, 0300 AV 3-INCH, UPDRAFT VENT

VENT CAP(P/V) MORRISON BROTHERS FIG. 749CRBS, 1600 AV 3-INCH, PRESSURE VACUUM VENT

VENT PIPE -- -- 3-INCH, STEEL

INTERSTITIAL EMERGENCY VENT KIT (12K AST) MORRISON BROTHERS FIG. 2440F,08080AK EMERGENCY VENT, FLANGED, W/ O-RING (INCLUDES 2440F-0100AV VENT)

INTERSTITIAL EMERGENCY VENT KIT (6K AST) MORRISON BROTHERS FIG. 2440F,08080AK EMERGENCY VENT, FLANGED, W/ O-RING (INCLUDES 2440F-0100AV VENT)

PRIMARY EMERGENCY VENT KIT (12K AST) MORRISON BROTHERS FIG. 2440F,08080AK EMERGENCY VENT, FLANGED, W/ O-RING (INCLUDES 2440F-0100AV VENT)

PRIMARY EMERGENCY VENT KIT (6K AST) MORRISON BROTHERS FIG. 2440F,08080AK EMERGENCY VENT, FLANGED, W/ O-RING (INCLUDES 2440F-0100AV VENT)

MECHANICAL GAUGING DEVICE MORRISON BROTHERS FIG. 818, 0100AGEVR CLOCK GAUGE W/ STANDARD FLOAT

TANK APPURTENANCES

LABELING & WARNING SIGNAGE -- -- CONTENTS, SPCC, AND NFPA 704 SIGNAGE

STAIRS AND ACCESS PLATFORM HIGHLAND TANK N/A GALVANIZED STEEL, TO BE ADDED TO ASTS AT TIME OF PURCHASING

12K AST GASOLINE AST HIGHLAND TANK N/A 12,000-GALLON ULLAGE, DOUBLE-WALLED, UL-2085, 32'X8" INNER, 32'7"X8'6" OUTER

10K AST DIESEL AST HIGHLAND TANK N/A 10,000-GALLON ULLAGE, DOUBLE-WALLED, UL-2085, 26'X8" INNER, 27' 3"X8'6" OUTER

ABOVEGROUND STORAGE TANKS

ITEM MANUFACTURER MODEL DETAILS

N O

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N S

D A

T E

A P

FUEL CANOPY COLUMN

(DELEGATED DESIGN)

ON 24"x24" PEDESTAL

10000 GALLON TANK - COORD.

EXACT LOCATION WITH CIVIL,

MEP, AND FUELING DRAWINGS

12000 GALLON TANK - COORD. EXACT LOCATION

WITH CIVIL, MEP, AND FUELING DRAWINGS

8'-6" LONG x 24" WIDE WALL

WITH #5 @ 12" O.C. VERT.

E.F. AND (3)-#5 HORIZ. E.F.

(TYP. OF 4)

APPROX. LOCATION OF

TANK SUPPORTS -

COORD. WITH FUELING

DRAWINGS (TYP.)

4'-4 1/2"

23'-3"

8'-0"

28'-7"

14'-1 1/2"

5" CONCRETE SLAB

ON GRADE WITH

TURNDOWN AT EOS

6" BOLLARD (TYP.) - SEE

FUELING DRAWINGS

FOR SPACING

S-802

30'-0" CANOPY

A N

O P

FUEL TANK ACCESS STAIRS AND

REMOTE FUELING PLATFORM

(DELEGATED DESIGN ITEM)

W F x x

C F

6'-0"

14'-1 1/2"

9'-10 1/2"

C L

O L

S-802

S-802 4

S-802

CL. COL.

COL. CL.

C L

O L

CL. WALL

WALL CL.

CL. WALL

4'-6"

3'-0"

WALL CL.85'-10"

FUEL CANOPY ABOVE (DELEGATED DESIGN) - COORDINATE COLUMN AND FRAMING LOCATIONS WITH MANUFACTURER

AND ARCHITECT (MANUFACTURER TO SUBMIT SIGNED AND SEALED CANOPY STRUCTURE DRAWINGS AND

CALCULATIONS INCLUDING REACTIONS ON FOUNDATIONS FOR ENGINEER REVIEW PRIOR TO CONSTRUCTION)

S-802

C O

N S

T R

'N J

1219.54

1219.49

1217.92

1217.96 1218.55

1218.50

1218.20

1218.15

C O

N S

T R

'N J

C O

N S

T R

'N J

T 42'-7 1/4"

22'-4 1/2"

WALL EXTENDING

THROUGH SLAB ON

GRADE (TYP. OF 4)

COLUMN PEDESTAL EXTENDING THROUGH

SLAB ON GRADE (TYP. OF 2)

EQ. (4)

EQ. (3)EQ. (3)

EQ. (2)

EQ. (1) EQ. (1)

NORTH

3/16" = 1'-0"1

FUEL CANOPY FOUNDATION PLAN

FUEL CANOPY FOUNDATION NOTES:

1. TOP ELEVATION OF FUEL CANOPY SLAB ON GRADE IS

SHOWN AT CONTROLLING POINTS ON PLAN. SLAB ON

GRADE SHALL BE 5" SLAB REINFORCED WITH 6"x6" -

W2.1/W2.1 WELDED WIRE FABRIC AND POURED OVER A

MINIMUM OF 12" OF PENNDOT No. 2A OR AASHTO No. 57

COURSE AGGREGATE. REFER TO GEOTECHNICAL

DRAWINGS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS FOR SITE PREPARATION.

2. LOCATIONS OF CONSTRUCTION JOINTS ARE SHOWN ON

SLAB ON GRADE JOINT PLAN. DASHED LINES INDICATE

CONTROL JOINT LOCATIONS. PROVIDE ISOLATION JOINTS

AROUND ALL PEDESTALS AND WALLS.

3. REFER TO SPOT ELEVATIONS ON PLAN FOR TOP OF FUEL

CANOPY SLAB ELEVATIONS. TOP OF DRIVEWAY AT THESE

SPOT ELEVATIONS IS 8" BELOW ELEVATION NOTED ON

PLAN.

4. COLUMN FOOTINGS SHALL BE PLACED ON A MINIMUM OF

24" OF PENNDOT No. 2A OR AASHTO No. 57 COURSE

AGGREGATE. REINFORCING STEEL FOR ALL FOOTINGS

SHALL BE EPOXY-COATED.

5. FOUNDATIONS SHOWN ON THE CONTRACT DRAWINGS

HAVE BEEN DESIGNED FOR THE DEAD AND LIVE LOADS

INDICATED AND FOR ASSUMED COLUMN BASE

CONNECTIONS. THE CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS AND DESIGN CALCULATIONS DOCUMENTING

THE FINAL COLUMN REACTIONS, SIGNED AND SEALED BY

A REGISTERED PROFESSIONAL ENGINEER LICENSED IN

THE STATE OF PENNSYLVANIA. FOLLOWING RECEIPT OF

THESE CALCULATIONS, THE ENGINEER OF RECORD WILL

CONFIRM OR UPDATE THE FOUNDATION DESIGNS AS

NEEDED.

6. BOTTOM OF FOOTING ELEVATIONS ARE SHOWN ON

DETAIL 1 ON S-802.

7. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 1500

PSF. THIS VALUE SHALL BE VERIFIED IN FIELD BY A

REGISTERED GEOTECHNICAL ENGINEER. SEE

GEOTECHNICAL REPORT PREPARED BY AMERICAN

GEOTECHNICAL & ENVIRONMENTAL SERVICES, INC.

DATED APRIL 11, 2025 WITH REVISIONS DATED AUGUST

28, 2025 FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

8. FOR ADDITIONAL INFORMATION AND REQUIREMENTS AT

COLUMN AND WALL FOOTINGS, REFER TO STRUCTURAL

SCHEDULES ON S-813. SQUARE COLUMN FOOTINGS ARE

INDICATED ON PLAN THUS: F__. COMBINED COLUMN

FOOTINGS ARE INDICATED ON PLAN THUS: CF__. WALL

FOOTINGS ARE INDICATED ON PLAN THUS: WF_x__.

9. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND

ELEVATIONS WITH ALL OTHER DRAWINGS PRIOR TO

CONSTRUCTION.

10. TANK ACCESS STAIRS AND PLATFORM IS A DELEGATED

DESIGN AND SHALL BE DESIGNED FOR 100 PSF LIVE

LOAD. SUBMIT SHOP DRAWINGS AND CALCULATIONS

SIGNED AND SEALED BY A PENNSYLVANIA REGISTERED

PROFESSIONAL ENGINEER FOR APPROVAL.

11. DESIGN OF THE FUEL CANOPY AND ALL ASSOCIATED

LIGHT GAUGE FRAMING IS A DELEGATED DESIGN AND

MUST BE DESIGNED BY AN INDEPENDENT PROFESSIONAL

ENGINEER RETAINED BY THE CONTRACTOR. SUBMIT

SHOP DRAWINGS WITH DESIGN CALCULATIONS SIGNED

AND SEALED BY A PENNSYLVANIA PROFESSIONAL

ENGINEER TO THE DESIGN TEAM FOR APPROVAL.

12. PROVIDE TEMPORARY BRACING FOR STRUCTURAL STEEL

COLUMNS UNTIL ROOF FRAMING AND DIAPHRAGM ARE

COMPLETE.

13. REFER TO CIVIL DRAWINGS FOR INFORMATION AND

REQUIREMENTS AT DRIVE LANE PAVEMENT.

F ile n a m e

: KCI JOB #: 00031244_005

SHEET:

S-801

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFFESSIONAL UNDER THE LAWS OF THE

STATE OF PENNSYLVANIA

LICENSE NO: PE56616E

EXPIRATION DATE: 09/30/2027

E R

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3/16" = 1'-0"2

FUEL CANOPY SLAB ON GRADE JOINT PLAN

24"x24" PEDESTAL WITH (8)-#8 VERT. AND

#4 TIES @ 3" O.C. TYP. (TYP. OF 2)

9'-0"

3'-6" 2'-0" 3'-6"

4'-0"

2'-0"

11'-0"

2'-0" 1'-0"2'-0"3'-7 5/8"

• PROVIDE ISOLATION JOINT

BETWEEN SLAB ON GRADE

AND COLUMN PEDESTALS

AND 24" WALLS

FUEL CANOPY COLUMN AND FUEL CANOPY (NOT SHOWN) ABOVE (DELEGATED DESIGN) - COORDINATE COLUMN AND FRAMING

LOCATIONS WITH MANUFACTURER AND ARCHITECT (MANUFACTURER TO SUBMIT SIGNED AND SEALED CANOPY STRUCTURE

DRAWINGS AND CALCULATIONS INCLUDING REACTIONS ON FOUNDATIONS FOR ENGINEER REVIEW PRIOR TO CONSTRUCTION)

• FOR FOOTING REINFORCING - SEE SCHEDULE ON S-813

4'-0"

2'-0"

4'-0"

2'-0"

14'-1 1/2"

8'-6" LONG x 24" WIDE WALL

WITH #5 @ 12" O.C. EACH WAY

EACH FACE (TYP.)

10000 GALLON TANK

8'-6" LONG x 24" WIDE WALL WITH #5 @ 12" O.C.

EACH WAY EACH FACE (TYP.)

12000 GALLON TANK

28'-7" 8'-0" 23'-3"

TANK SADDLE (TYP.)

CONCRETE

DRIVEWAY - SEE

CIVIL DRAWINGS

• FOR OTHER JOINT LOCATIONS AND ADDITIONAL INFORMATION - SEE PLAN AND S-821

85'-10"

3'-0"4'-6"

• TOP ELEVATION OF 24"

WALL SHALL BE 1219.54

(TYP. FOR 4 WALLS)

• TOP ELEVATION OF

PEDESTALS SHALL

BE 1218.54 (TYP. FOR

2 PEDESTALS)

B/FTG =

1212.50

B/FTG =

1213.17B/FTG =

1211.75

TOP OF DRIVEWAY SLAB

BEYOND (TYP.)

BOTTOM OF

TURNDOWN

BEYOND

B/TURNDOWN

BEYOND

10'-6"

FUEL TANK - SEE

FUELING DRAWINGS

2'-0"2'-0"

• REFER TO DETAILS ON S-803 FOR ADDITIONAL

INFORMATION AND REQUIREMENTS

CONCRETE

DRIVEWAY - SEE

CIVIL DRAWINGS

• PROVIDE ISOLATION JOINT BETWEEN CONCRETE

DRIVEWAY AND BOLLARD ALL AROUND

9'-0"

2'-0"2'-0"

14'-6"

8"8"

• REFER TO DETAILS ON S-803 FOR ADDITIONAL

INFORMATION AND REQUIREMENTS

FUEL CANOPY COLUMN

CONCRETE

DRIVEWAY - SEE

CIVIL DRAWINGS

• PROVIDE ISOLATION JOINT BETWEEN CONCRETE

DRIVEWAY AND BOLLARD ALL AROUND

10'-6"

2'-0"2'-0"

14'-6"

• REFER TO DETAILS ON S-803 FOR ADDITIONAL

INFORMATION AND REQUIREMENTS

FUEL CANOPY COLUMN

CONCRETE

DRIVEWAY - SEE

CIVIL DRAWINGS

• PROVIDE ISOLATION JOINT BETWEEN CONCRETE

DRIVEWAY AND BOLLARD ALL AROUND

• REFER TO DETAILS ON S-803 FOR ADDITIONAL

INFORMATION AND REQUIREMENTS

CONCRETE

DRIVEWAY - SEE

CIVIL DRAWINGS

• PROVIDE ISOLATION JOINT BETWEEN CONCRETE

DRIVEWAY AND BOLLARD ALL AROUND

FUEL TANK AND

SADDLE - SEE

FUELING DRAWINGS

• TANK SUPPORT WALLS TO BE 8'-6" LONG x 24" WIDE

WALL WITH #5 @ 12" O.C. EACH WAY EACH FACE (TYP.)

• FOR FOOTING REINFORCING - SEE SCHEDULE ON S-813

F ile n a m e

: KCI JOB #: 00031244_005

SHEET:

S-802

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFFESSIONAL UNDER THE LAWS OF THE

STATE OF PENNSYLVANIA

LICENSE NO: PE56616E

EXPIRATION DATE: 09/30/2027

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3/16 " = 1'-0"1

FUEL CANOPY FOUNDATION LONG SECTION

3/16 " = 1'-0"2

FUEL CANOPY SHORT SECTION

THROUGH FUEL TANK

3/16 " = 1'-0"4

FUEL CANOPY SHORT SECTION

THROUGH COMBINED FOOTING

3/16 " = 1'-0"5

FUEL CANOPY SHORT SECTION

THROUGH SPREAD FOOTING

3/16 " = 1'-0"3

FUEL CANOPY SHORT SECTION

THROUGH SUPPORT WALL

CONCRETE DRIVEWAY -

SEE CIVIL DRAWINGS

2'-0"

DIAMETER

FOUNDATION

T O

P O

F C

O V

E R

GALV. 6" STD. REMOVABLE

PIPE BOLLARD WITH 4'-0"

TALL BOLLARD COVER

GALV. HSS7.500x0.375

TUBE (x3'-4" LONG)

CASING SET IN

CONCRETE WITH A

MINIMUM 28-DAY

STRENGTH OF 3000 PSI

SLOPE FOR DRAINAGE

8"4"

5" THICK SLAB ON

GRADE WITH

TURNDOWN AS

SHOWN

CONCRETE DRIVEWAY - SEE

CIVIL DRAWINGS

8"4"

5" THICK SLAB ON

GRADE WITH

TURNDOWN AS

SHOWN

• CONTINUE WELDED

WIRE FABRIC INTO

TURN DOWN AND

PROVIDE 2" CLEAR

TO OUTSIDE FACE

• CONTINUE WELDED

WIRE FABRIC INTO

TURN DOWN AND

PROVIDE 2" CLEAR

TO OUTSIDE FACE

1'-0"

• PROVIDE ISOLATION

JOINT BETWEEN

CONCRETE DRIVEWAY

AND SLAB TURNDOWN

• PROVIDE ISOLATION

JOINT BETWEEN

CONCRETE DRIVEWAY

AND BOLLARD

FOUNDATION

• CONTINUE WELDED WIRE

FABRIC INTO TURN DOWN

AND PROVIDE 2" CLEAR

TO OUTSIDE FACE

T O

P O

F C

O V

E R

CONCRETE DRIVEWAY -

SEE CIVIL DRAWINGS

GALV. 6" STD. REMOVABLE

PIPE BOLLARD WITH 4'-0"

TALL BOLLARD COVER

GALV. HSS7.500x0.375 TUBE

(x3'-4" LONG) CASING SET IN

CONCRETE WITH A MINIMUM

28-DAY STRENGTH OF 3000 PSI

SLOPE FOR DRAINAGE

5" THICK SLAB ON

GRADE WITH

TURNDOWN AS

SHOWN

• BOTTOM OF TURNDOWN

TO REST ON TOP OF

COLUMN FOOTING

2'-0"

DIAMETER

FOUNDATION8"4"

1'-0"

T O

P O

F C

O V

E R

CONCRETE DRIVEWAY -

SEE CIVIL DRAWINGS

GALV. 6" STD. REMOVABLE

PIPE BOLLARD WITH 4'-0"

TALL BOLLARD COVER

GALV. HSS7.500x0.375 TUBE

(x3'-4" LONG) CASING SET IN

CONCRETE WITH A MINIMUM

28-DAY STRENGTH OF 3000 PSI

SLOPE FOR DRAINAGE

5" THICK SLAB ON

GRADE WITH

TURNDOWN AS

SHOWN

• CONTINUE WELDED

WIRE FABRIC INTO

TURN DOWN AND

PROVIDE 2" CLEAR

TO OUTSIDE FACE

2'-0"

DIAMETER

FOUNDATION8"

1'-0"

• PROVIDE ISOLATION

JOINT BETWEEN

CONCRETE DRIVEWAY

AND BOLLARD

FOUNDATION

• PROVIDE ISOLATION

JOINT BETWEEN

CONCRETE DRIVEWAY

AND BOLLARD

FOUNDATION

F ile n a m e

: KCI JOB #: 00031244_005

SHEET:

S-803

DATE: 06/04/2026

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFFESSIONAL UNDER THE LAWS OF THE

STATE OF PENNSYLVANIA

LICENSE NO: PE56616E

EXPIRATION DATE: 09/30/2027

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R Y

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(D B

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P O

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T H

O R

3/4 " = 1'-0"1

FUEL CANOPY SLAB EDGE BETWEEN BOLLARDS

3/4 " = 1'-0"2

FUEL CANOPY SLAB EDGE AT REMOVABLE BOLLLARD

3/4 " = 1'-0"4

FUEL CANOPY SLAB EDGE AT EMBEDDED BOLLARD AT COMBINED FOOTING

3/4 " = 1'-0"3

FUEL CANOPY SLAB EDGE AT EMBEDDED BOLLARD AT COLUMN FOOTING

10.

11.

12.

13.

14.

15.

16.

17.

BUILDING CODES:

A. THE 2018 INTERNATIONAL BUILDING CODE (IBC) AND ALL SUBSEQUENT SUPPLEMENTS.

B. GOVERNING LOCAL BUILDING CODES AND AMENDMENTS.

DESIGN LOADS:

A. IN ADDITION TO SELF WEIGHT, THE BUILDING IS DESIGNED FOR THE FOLLOWING FLOOR

AND ROOF LIVE LOADS:

LIVE LOAD (PSF) SUPERIMPOSED DEAD LOAD (PSF)

OTHER ROOFS: 20 PSF (MIN.) 10 PSF

NOTE: DESIGN LIVE LOADS SHOWN ABOVE HAVE BEEN REDUCED FOR FLOOR

MEMBERS SUPPORTING 400 SQUARE FEET OR MORE IN ACCORDANCE

WITH THE PROVISIONS OF THE BUILDING CODE.

B. SNOW LOAD DESIGN CRITERIA:

GROUND SNOW LOAD ( P/g ): 25 PSF FLAT ROOF SNOW LOAD ( P/f ): 21 PSF EXPOSURE FACTOR ( C/e ): 0.9 IMPORTANCE FACTOR ( I/s ): 1.0 THERMAL FACTOR ( C/t ): 1.3

C. WIND LOAD DESIGN CRITERIA:

ULTIMATE DESIGN WIND SPEED ( V/ult ): 109 MPH

RISK CATEGORY: II

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT ( GC/pi ): +/- 0.00

D. SEISMIC LOAD DESIGN CRITERIA:

RISK CATEGORY: II

IMPORTANCE FACTOR ( I/e ): 1.0

MAPPED SPECTRAL RESPONSE ACCELERATORS:

Ss = 0.09 S1 = 0.046

SOIL SITE CLASS: D

DESIGN SPECTRAL RESPONSE ACCELERATORS:

SDS = 0.096

SD1 = 0.074

PEAK GROUND ACCELERATION:

PGA = 0.043

PGAm = 0.068

SEISMIC DESIGN CATEGORY: B

RESPONSE MODIFICATION FACTOR (R): 1.25

OVERSTRENGTH FACTOR ( Ω0): 1.25

DEFLECTION COEFFICIENT (Cd): 1.25 SEISMIC RESPONSE COEFFICIENT (Cs): 0.077

SEISMIC RESISTING SYSTEM STEEL ORDINARY CANTILEVER COLUMN SYSTEMS

DESIGN BASE SHEAR (V): 0.077 * WEIGHT (KIPS)

THE CONTRACTOR SHALL NOT STORE ANY CONSTRUCTION MATERIALS OR UNDERTAKE ANY CONSTRUCTION OPERATION WHICH

WILL EXCEED THE DESIGN LIVE LOADINGS NOTED.

THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN THE STABILITY OF THE STRUCTURE AND TO SUPPORT CONSTRUCTION LOADS DURING CONSTRUCTION, INCLUDING SOILS ON WALLS FROM BACKFILLING PRIOR TO PLACING SLABS ON GRADE. DESIGN OF ALL

BRACING IS THE CONTRACTORS RESPONSIBILITY.

THE FRAMING HAS BEEN DESIGNED FOR THE WEIGHT OF EQUIPMENT SHOWN ON THE STRUCTURAL DRAWINGS. IF ACTUAL WEIGHT OF EQUIPMENT EXCEEDS THAT SHOWN OR IF EQUIPMENT NOT SHOWN EXCEEDS 500 POUNDS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE ENGINEER.

ALL STAIRS, RAILINGS, STUD WALLS, GLASS STORE FRONT, AND EXTERIOR CEILINGS AND

SOFFITS SHALL BE DESIGNED FOR THE LOADS INDICATED OR SPECIFIED BY THE BUILDING CODE.

E. RAIN LOAD DESIGN CRITERIA:

15-MINUTE RAINFALL INTENSITY: 5.3 INCHES PER HOUR

60-MINUTE RAINFALL INTENSITY: 2.56 INCHES PER HOUR

FOUNDATIONS:

A. REFER TO "CAST IN PLACE CONCRETE" FOR APPLICABLE CODES AND STANDARDS.

B. REFER TO PROJECT GEOTECHNICAL REPORT BY AMERICAN GEOTECHNICAL & ENVIRONMENTAL

SERVICES, INC. FOR SITE PREPARATION AND RECOMMENDATIONS.

MINIMUM DEPTH TO BOTTOM OF EXTERIOR FOOTINGS FOR FROST PROTECTION = 42 INCHES

BELOW GRADE.

NET ALLOWABLE BEARING CAPACITY = 1500 PSF

C. THE ALLOWABLE SOIL BEARING PRESSURE SHALL BE FIELD VERIFIED BY A REGISTERED GEOTECHNICAL

ENGINEER AND APPROVED PRIOR TO PLACING FOUNDATIONS. SHOULD THE ACTUAL SOIL

BEARING PRESSURE BE LESS THAN 1500 PSF, OR THE SETTLEMENT PARAMETERS ARE NOT MET, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.

D. ALL EXCAVATION AND BACKFILLING OPERATIONS WITHIN THE BUILDING FOOTPRINT, INCLUDING ALL COMPACTION TESTS AND INSPECTIONS, SHALL BE DONE UNDER THE DIRECTION AND SUPERVISION

OF A REGISTERED GEOTECHNICAL ENGINEER.

E. ALL EXISTING SOIL CONTAINING GRAVEL, CONSTRUCTION OR DEMOLITION DEBRIS, ORGANIC

SUBSTANCES, OR OTHER FOREIGN OBJECTS SHALL BE REMOVED FROM THE REGION WITHIN THE

FOOTPRINT OF THE STRUCTURE.

CAST IN PLACE CONCRETE:

A. CODES AND STANDARDS:

ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ”

ACI 318 “BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ”

ACI 117 "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS"

ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING"

ACI 306 "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING"

ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK"

ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT ”

CRSI "MANUAL OF STANDARD PRACTICE"

B. REINFORCING MATERIALS:

EPOXY-COATED STEEL REINFORCEMENT: ASTM A 615, GRADE 60, DEFORMED. EPOXY-COATED

PLAIN STEEL REINFORCEMENT: ASTM A 615, GRADE 60, DEFORMED

PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185

C. CONCRETE MATERIALS:

PORTLAND CEMENT: ASTM C 150, TYPE 1L

FLY ASH: ASTM C 618, CLASS F

GROUND GRANULATED BLAST FURNACE SLAG: ASTM C 989, GRADE 120

NORMAL WEIGHT AGGREGATES: ASTM C 33

MAXIMUM COARSE AGGREGATE SIZE: 1 INCH NOMINAL

FINE AGGREGATE SHALL BE FREE OF MATERIAL WITH DELETERIOUS REACTIVITY

TO ALKALI IN CEMENT.

5. WATER: ASTM C 94, POTABLE

D. ADMIXTURES:

AIR ENTRAINMENT: ASTM C 260

WATER-REDUCER: ASTM C 494

SILICA FUME: ASTM C 1240

NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED.

E. CONCRETE MIXTURES:

FLY ASH, POZZOLAN, GROUND GRANULATED BLAST FURNACE SLAG, AND SILICA FUME MAY

BE USED AS NEEDED TO REDUCE THE TOTAL AMOUNT OF PORTLAND CEMENT WHICH

WOULD OTHERWISE BE USED BY NOT MORE THAN 40 PERCENT.

MAXIMUM SUBSTITUTION OF FLY ASH SHALL BE 20 PERCENT.

MAXIMUM SUBSTITUTION OF SILICA FUME SHALL BE 10 PERCENT.

F. PROPORTION NORMAL WEIGHT CONCRETE MIXES AS FOLLOWS:

28 DAY WATER-CEMENTIOUS SLUMP AIR

LOCATION STRENGTH (f'c) RATIO LIMIT CONTENT

ALL CONCRETE 5000 PSI 0.45 4" ± 1" 6.0% ± 1.5%

G. ALL CONCRETE MIX DESIGNS, INCLUDING CEMENT CONTENT, WATER CEMENT RATIO, FINE AND

COARSE AGGREGATE CONTENT AND ALL ADMIXTURES, SHALL BE REVIEWED AND APPROVED BY

ENGINEER PRIOR TO PLACING FIRST CONCRETE.

H. ALL REINFORCING STEEL IN FOOTINGS SHALL BE BE EPOXY-COATED. ALL OTHER

REINFORCING STEEL SHALL BE PLAIN, NON-EPOXY-COATED, UNGALVANIZED.

I. ALL CONCRETE SHALL BE SAMPLED AND TESTED BY THE TESTING AGENCY. THE CONTRACTOR

SHALL NOTIFY THE TESTING AGENCY 48 HOURS PRIOR TO THE PLACING OF ANY CONCRETE.

THE CONCRETE STRUCTURE SHALL NOT SUPPORT THE DESIGN LIVE LOAD FOR A MINIMUM OF

28 DAYS AND ALL SHORING AND RESHORING REQUIRED TO SUPPORT THE CONCRETE STRUCTURE

DURING CONSTRUCTION SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR. SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF PENNSYLVANIA, SHALL BE SUBMITTED FOR REVIEW. SHOP DRAWINGS SHALL INDICATE THE TYPE, EXTENT, SIZE, AND LOCATION OF ALL

SHORING AND RESHORING AS WELL AS THE SEQUENCE OF CONSTRUCTION.

MINIMUM COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED:

FOUNDATIONS 3 INCHES

SLABS ON GRADE 2 INCHES (TOP)

WALLS 2 INCHES

CONCRETE SLAB ON GRADE TO RECEIVE BROOM FINISH.

STRUCTURAL GENERAL NOTES

MISCELLANEOUS:

THE CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE AREA OF CONSTRUCTION AND PREVENT

DAMAGE TO THEM. SHOULD DAMAGE OCCUR TO ANY UTILITIES, THE CONTRACTOR IS REQUIRED

TO REPAIR THE DAMAGE TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE.

SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS MUST

BE SUBMITTED BY THE CONTRACTOR OR OWNER FOR REVIEW BY THE ENGINEER. IF THE CONTRACTOR OR OWNER FAILS TO SUBMIT THE SHOP DRAWINGS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT. THE SHOP DRAWINGS SHALL INDICATE ANY DEVIATIONS OR OMISSIONS FROM THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMISSION AND MAKE ALL CORRECTIONS DEEMED NECESSARY.

THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION AND DIMENSION OF CHASES, INSERTS, OPENINGS, SLEEVES, DEPRESSIONS AND OTHER

PROJECT REQUIREMENTS WHICH IMPACT THE STRUCTURAL COMPONENTS.

THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS

BEFORE PROCEEDING WITH CONSTRUCTION.

THE CONTRACTOR SHALL NOT SUBMIT REPRODUCTIONS OF THE STRUCTURAL CONTRACT DOCUMENTS

AS SHOP DRAWINGS.

SCALES SHOWN ON THE STRUCTURAL CONTRACT DRAWINGS ARE FOR GENERAL INFORMATION ONLY.

DIMENSIONAL INFORMATION SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS.

INSPECTION:

ALL WORK SPECIFIED HEREIN SHALL BE INSPECTED IN ACCORDANCE WITH THE BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER SHALL HIRE AN EXPERIENCED QUALIFIED INSPECTOR TO PERFORM ALL REQUIRED INSPECTION WORK. INSPECTION SHALL CONSIST OF VISUAL OBSERVATIONS OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THE CONTRACT DOCUMENTS AND WITH THE DESIGN INTENT. THE ENGINEER WILL NOT PERFORM THE REQUIRED INSPECTION AS PART OF THIS PRESENT CONTRACT WITH THE OWNER. UNDER THIS PRESENT CONTRACT, THE ENGINEER MAY VISIT THE SITE TO ASCERTAIN GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS. HOWEVER, SUCH VISITS SHALL NOT BE RELIED UPON BY OTHERS AS ACCEPTANCE OF THE WORK, NOR SHOULD IT BE CONSTRUED TO RELIEVE THE CONTRACTOR IN ANY WAY FROM HIS OBLIGATIONS AND RESPONSIBILITIES UNDER THE CONSTRUCTION CONTRACT.

SPECIAL INSPECTIONS

ALL SPECIAL INSPECTIONS SHOULD ABIDE BY IBC 2018 AND ALL SUBSEQUENT CODES TO ENSURE

PROPER QUALITY CONTROL DURING CONSTRUCTION.

IBC SECTION 1704.2 STATES:

"THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL

EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTION AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK SPECIFIED IN IBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING OFFICIAL. THESE SPECIAL INSPECTIONS AND TESTS ARE IN ADDITION TO THE INSPECTIONS BY THE BUILDING OFFICIAL THAT ARE IDENTIFIED IN IBC SECTION 110."

DESIGN WITHOUT CONSTRUCTION REVIEW

IT IS AGREED THAT IF KCI TECHNOLOGIES' PROFESSIONAL SERVICES DO NOT EXTEND TO OR INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTOR'S WORK OR PERFORMANCE, THEN THE OWNER WILL DEFEND, INDEMNIFY AND HOLD HARMLESS KCI TECHNOLOGIES FROM ANY CLAIM OR SUIT WHATSOEVER, INCLUDING BUT NOT LIMITED TO ALL PAYMENTS, EXPENSES OR COSTS INVOLVED, ARISING FROM OR

ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE

CONTRACTOR'S WORK TO CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. KCI TECHNOLOGIES AGREES TO BE RESPONSIBLE FOR ITS OWN OR ITS EMPLOYEES' NEGLIGENT ACTS, ERRORS

OR OMISSIONS.

OWNERSHIP OF DOCUMENTS

THE CONTRACTOR ACKNOWLEDGES THESE PLANS AND SPECIFICATIONS PREPARED BY KCI TECHNOLOGIES AS INSTRUMENTS OF PROFESSIONAL SERVICE. NEVERTHELESS, THE PLANS AND SPECIFICATIONS

PREPARED UNDER THIS AGREEMENT SHALL REMAIN THE PROPERTY OF KCI TECHNOLOGIES UPON

COMPLETION OF THE WORK. THE CONTRACTOR AGREES TO HOLD HARMLESS AND INDEMNIFY KCI

TECHNOLOGIES AGAINST ALL DAMAGES, CLAIMS, AND LOSSES, INCLUDING DEFENSE COSTS, ARISING OUT OF ANY REUSE OF THE PLANS AND SPECIFICATIONS WITHOUT THE WRITTEN AUTHORIZATION OF KCI

TECHNOLOGIES.

STRUCTURAL AND MISCELLANEOUS STEEL :

A. CODES AND STANDARDS:

AISC “STEEL CONSTRUCTION MANUAL ”, 14TH EDITION.

AISC 303 "CODE OF STANDARD PRACTICE FOR BUILDINGS AND BRIDGES"

AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS"

AWS D1.1 "STRUCTURAL WELDING CODE"

AISC “SPECIFICATION FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL ”

B. SUBMITTALS:

SHOP DRAWINGS INDICATING THE SIZES, EXTENT, AND LOCATION OF ALL STRUCTURAL AND

MISCELLANEOUS STEEL FRAMING INCLUDING ALL CONNECTIONS, FASTENERS, AND BEARINGS.

C. MATERIALS:

W-SHAPES: ASTM A 992

CHANNELS, ANGLES, PLATES: ASTM A 36

HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A 500, GRADE “B”

STEEL PIPE: ASTM A 53, TYPE E OR S, GRADE B

PRIMER: FABRICATOR'S STANDARD LEAD AND

CHROMATE FREE,NONASPHALTIC, RUST

INHIBITING, COMPLY WITH MPI#79

NON-METALLIC, NON-SHRINKAGE GROUT ASTM C 1107 WITH MINIMUM COMPRESSIVE

RESISTANT GROUT STRENGTH OF 5000 PSI AT 28 DAYS

GALVANIZE: HOT-DIP ZINC COATING, ASTM A 123

D. CONNECTIONS:

WELDED CONNECTIONS: E70XX ELECTRODES

HIGH-STRENGTH BOLTS: ASTM F 3125, A 325, TYPE 1, HEAVY-HEX

STEEL STRUCTURAL BOLTS

ASTM F 3125, A 490, TYPE 1, HEAVY-HEX

STEEL STRUCTURAL BOLTS

SHEAR CONNECTORS: ASTM A 108, GRADES 1015 THROUGH 1020,

HEADED STUD TYPE

UNHEADED ANCHOR RODS: ASTM F 1554, GRADE 36/55/105, S1 (WELDABLE)

STRAIGHT, WITH DOUBLE

ASTM A 563 HEAVY-HEX CARBON STEEL NUTS

HEADED ANCHOR RODS: ASTM F 1554, GRADE 36/55/105, S1 (WELDABLE)

STRAIGHT, WITH DOUBLE

ASTM A 563 HEAVY-HEX CARBON STEEL NUTS

ALL STEEL CONNECTION DESIGN SHALL BE COMPLETED BY A DESIGN PROFESSIONAL HIRED BY THE CONTRACTOR, AND SATISFY THE LOAD REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS. PRIOR

TO SUBMISSION OF STEEL SHOP DRAWINGS, THE STEEL FABRICATOR SHALL SUBMIT SAMPLE

CALCULATIONS (PREPARED BY A REGISTERED STRUCTURAL ENGINEER) FOR ALL TYPICAL BEAM AND BEAM TO COLUMN CONNECTIONS, WHICH ARE PROPOSED TO BE USED ON THIS PROJECT. AFTER THESE TYPICAL CALCULATIONS AND CONNECTIONS ARE ACCEPTED, THE FABRICATOR SHALL PREPARE AND SUBMIT THE SHOP DRAWINGS FOR THIS PROJECT. THESE TYPICAL CALCULATIONS ARE REQUIRED TO BE SEALED BY A REGISTERED STRUCTURAL ENGINEER. FOR ADDITIONAL INFORMATION REFER TO SPECIFICATIONS.

E. INSPECTIONS BY INDEPENDENT INSPECTION AGENCY:

BOLTED CONNECTIONS: RCSC "SPECIFICATION FOR STRUCTURAL

JOINTS USING A-325 OR A-490 BOLTS"

WELDED CONNECTIONS: VISUAL INSPECTION, TESTING AND

INSPECTION PER AWS D1.1

NOTE: VERIFY, WITH ERECTOR PRESENT, ELEVATIONS OF CONCRETE AND MASONRY

BEARING SURFACES AND LOCATIONS OF ANCHOR BOLTS AND OTHER EMBEDDED ITEMS.

F. INSTALLATION:

ALL CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE DOUBLE ANGLE OR SINGLE PLATE SHEAR CONNECTIONS DESIGNED AND DETAILED IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION.

a. MINIMUM EDGE DISTANCE: 1 1/2 INCHES

b. BOLT SPACING: 3 INCHES

BEAM CONNECTIONS SHALL USE NO LESS THAN TWO 3/4" DIAMETER ASTM A 325N OR A 490 HIGH

STRENGTH BOLTS.

BOLTED CONNECTIONS FOR MOMENT FRAMES, BRACED BRAMES, AND ANY OTHER LOCATIONS INDICATED SUCH ON PLAN WHALL BE SLIP-CRITICAL. ALL OTHER BOLTED CONNECTIONS SHALL BE PRE-TENSIONED.

ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY CERTIFIED WELDERS.

WELDS SHALL DEVELOP THE FULL STRENGTH OF MATERIALS BEING WELDED UNLESS OTHERWISE

INDICATED.

THE CONTRACTOR SHALL NOT SPLICE OR CUT OPENINGS IN STEEL MEMBERS NOT SHOWN ON CONTRACT

DRAWINGS WITHOUT THE PERMISSION OF THE STRUCTURAL ENGINEER.

ALL STRUCTURAL STEEL EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY,

INCLUDING ALL BOLTS AND ACCESSORIES, BUT WITH THE EXCEPTION OF STEEL COLUMN BASE PLATES, SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-123 AND A-153. ALL AREAS OF FIELD WELDING AND BOLTING AND ANY OTHER AREAS WITH DAMAGED COATING SHALL BE FIELD

REPAIRED WITH SSPC PAINT 20 GALVANIZING REPAIR PAINT APPLIED IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

PRE ENGINEERED FUELING CANOPY

A. REFER TO "STRUCTURAL STEEL" SECTION FOR APPLICABLE CODES FOR HOT-ROLLED STEEL, AND "COLD FORMED METAL FRAMING" FOR APPLICABLE CODES FOR COLD-ROLLED STEEL.

IN ADDITION, COMPLY WITH THE FOLLOWING:

1. MBMA'S “METAL BUILDING SYSTEMS MANUAL”

B. SUBMITTALS:

1. SHOP DRAWINGS FOR ALL METAL BUILDING COMPONENTS INCLUDING ANCHOR BOLTS,

LATERAL LOAD BRACING, AND ALL MISCELLANEOUS STRUCTURAL STEEL, SIGNED AND

SEALED BY A REGISTERED PROFESSIONAL ENGINEER.

2. DESIGN CALCULATIONS FOR ALL METAL BUILDING COMPONENTS INCLUDING ANCHOR

BOLTS, LATERAL LOAD BRACING, AND ALL MISCELLANEOUS STRUCTURAL STEEL,

SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER.

a. INCLUDE ALL SERVICE LOAD REACTIONS TO FOUNDATION, AND INDICATE DESIGN

LIVE, DEAD, AND COLLATERAL LOADS, AND ALL WIND, SNOW, AND SEISMIC CRITERIA

AS REQUIRED BY IBC 2018.

C. STRUCTURAL PERFORMANCE REQUIREMENTS:

1. METAL BUILDING SYSTEMS SHALL BE DESIGNED, FABRICATED, AND ERECTED BY THE

CONTRACTOR TO SUPPORT LOADS INDICATED IN "DESIGN LOADS" SECTION.

2. DRIFT…

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File details come from the government source that posted it. Updated Sep 30, 2026.