1-Fire Station 13 Roof Replacement- Drawings.pdf

PDF 8 MB Posted Mar 23, 2026

Attached to: Fire Station 13 Roof Replacement Project
Solicitation number: 269-2026-200
Issued by: Mecklenburg County, Charlotte City, North Carolina

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Written by GovTribe AI · Mar 24, 2026

Fire Station 13 Roof Replacement Project - Architectural Drawings Summary

This document is a comprehensive set of architectural drawings for the Fire Station 13 Roof Replacement Project located at 4337 Glenwood Drive, Charlotte, North Carolina 28208, prepared for the City of Charlotte. The project encompasses the complete removal and replacement of existing roof systems across four distinct roof areas with varying heights (11 feet, 16 feet, and 11 feet). The drawings specify a new roof assembly consisting of 2.6 inches of mechanically attached isocyanurate insulation with tapered isocyanurate insulation (minimum 0.5 inches), modified bitumen base and cap sheets, and include detailed specifications for flashing, curb details, penetration treatments, and accessory installations. The drawings include a site plan, detail plan, assembly details for both concrete and steel decks, roof accessory specifications, taper plan indicating slope requirements ranging from 1/4 inch to 1/8 inch per foot, and a wind uplift plan with three wind load zones specifying pressures ranging from -21.6 PSF to -68.3 PSF depending on the roof area and zone location.

The project specifications detail extensive requirements for material installation including modified bituminous membranes, stainless steel flashings and counter-flashings, metal gutters and downspouts with splash pans, drain modifications, turbine vent replacements, electrical conduit support systems, gas line painting and support installation, and condensate line routing with P-traps. Contractor obligations include employing licensed mechanical/refrigeration and electrical contractors for disconnecting and reconnecting refrigerant, electrical, and gas lines; replacing damaged drain strainers; installing metal splash blocks; wire brushing and painting gas piping in safety yellow; maintaining minimum 8-inch flashing heights; and installing walk pads and equipment crickets. All wood blocking must be fire-treated, and the contractor is required to raise HVAC units and maintain proper drainage flow patterns. The drawings were prepared by professional architect JB on May 11, 2025, with project identification number P-1817 from Monroe, North Carolina.

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Other files

File	Type	Posted
4-Project Manual- FS 13 Roof Replacement- 3-23.pdf	PDF	Mar 23, 2026
2-FS 13- Roof Replacement- Advertisement.pdf	PDF	Mar 23, 2026
3-FS 13 Roof Replacement- Bid Forms and Supplements.pdf	PDF	Mar 23, 2026

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C-0

SITE PLAN

SCALE: 1/32" = 1"

LEGEND

- CONDENSATION LINE

- GAS LINE

- GUTTER

- ELECTRICAL CONDUIT

- EXPANSION JOINT

- PVC PIPE

LINETYPE LEGEND

COVER

C01

FIRE STATION 13

ROOF REPLACEMENT PROJECT

4337 GLENWOOD DR., CHARLOTTE, NC. 28208

VICINITY MAP

AERIAL VIEW

LIST OF DRAWINGS

CO1 COVER

AP1 APPENDIX B

DP01 DETAIL PLAN

R-1 ROOF DETAILS

R-2 ROOF DETAILS

R-3 ROOF DETAILS

RA-1 ROOF ACCESSORIES

TP-1 TAPER PLAN

WU-01WIND UPLIFT PLAN

FOR CONSTRUCTION

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APPROACH VIEW

PROJECT LOCATION

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SEAL

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SOIL VENT

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CURB FAN

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VENT

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HOT STACK

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CURB

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LADDER

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ROOF DRAIN

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SCUTTLE

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SPLASH PAN

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SCUPPER

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SAMPLE

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PENETRATION

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COLLECTOR HD

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SLEEPER

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REMOVE

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DETAIL TARGET

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DETAIL

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DOWN SPOUT

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DATE: 5-11-2025

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APPENDIX B

AP-1

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DATE: 5-11-2025

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DETAIL PLAN

SCALE: 316" = 1'

DETAIL PLAN

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FOR CONSTRUCTION

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R-2

ROOF AREA

01.01

R-1

ROOF AREA

01.02

R-1

ROOF AREA

01.04

R-1

HEIGHT = 11 FT

HEIGHT = 16 FT

HEIGHT = 11 FT

ROOF AREA

01.03

R-1

HEIGHT = 11 FT

SEE NOTE #1

1. DOWNSPOUT AND SPLASH PAN DETAILS ON DETAIL

5/R2 AND 6/R2.

2. THE DETAILS FOR ROOF AREAS 01.01, 01.02 & 01.03

ARE ON DETAIL 1/R1 WHILE THE DETAIL FOR ROOF

AREA 4 ARE ON DETAIL 2/R1

3. COMPLETELY REMOVE CAPPED OFF CURB AND

REPAIR OPENING / DECK AS SHOWN IN DETAIL 7/R3.

4. BRUSH CLEAN AND PAINT ALL ROOF ACCESS

LADDERS, RESECURE EXISTING ALL LADDERS TO

THE WALL.

5. PENETRATION LESS THAN 12 INCH DIAMETER COVER

WITH 18 GA GALVANIZED STEEL PLATE WITH 4 INCH

MINIMUM OVERLAP. SET IN ROOF CEMENT AND

FASTENED TO DECK WITH 1

4 INCH BY 2 INCH

CONCRETE EXPANSION FASTENER.

NOTES

ELECTRICAL

CONDUIT

FREON PIPE

TO REMAIN

R-3

SEE NOTE #3

SEE NOTE #4

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ROOF DETAILS

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FOR CONSTRUCTION

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NEW TAPERED ISOCYANURATE INSULATION (1

2" MIN.)

SET IN FOAM INSULATION ADHESIVE.

4 " FIBERGLASS REINFORCED SILICON IMPREGNATED

GYPSUM BOARD SET IN FOAM INSULATION ADHESIVE

MODIFIED BITUMEN CAP SHEET SET IN ADHESIVE

MODIFIED BITUMEN BASE SHEET SET IN ADHESIVE

NEW 2.6" ISOCYANURATE INSULATION MECHANICALLY

ATTACHED PER REQUIRED WIND UPLIFT PER UL OR FM

GLOBAL

± 4" EXISTING LIGHT WEIGHT CONCRETE EXISTING METAL ROOF

4 " FIBERGLASS REINFORCED SILICON IMPREGNATED

GYPSUM BOARD SET IN FOAM INSULATION ADHESIVE

NEW TAPERED ISOCYANURATE INSULATION (1

2" MIN) SET

IN FOAM INSULATION ADHESIVE

NEW 2.6" ISOCYANURATE MECHANICALLY ATTACHED

PER WIND UPLIFT CALCULATIONS

MODIFIED BITUMEN CAP SHEET SET IN ADHESIVE

MODIFIED BITUMEN BASE SHEET SET IN ADHESIVE

ADD F.T. WOOD BLOCKING AS

NECESSARY TO MAINTAIN 8"

MINIMUM FLASHING HEIGHT

MIN.

NEW INSULATION

RIVET CORNERS @ 1" O.C.

NEW CANT STRIP

26 GA. STAINLESS STEEL COUNTER FLASHING

FASTENED @ 9" O.C. MIN 2 FASTENERS PER SIDE

NEW MODIFIED BITUMINOUS

BASE SHEET

MODIFIED BITUMINOUS FLASHING MEMBRANE

MODIFIED BITUMINOUS

CAP SHEET

16 OZ COPPER BOOT. CAP

MUST EXTEND INTO PIPE 1"

VENT STACK

MODIFIED BITUMINOUS

CAP SHEET

MODIFIED BITUMINOUS

STRIPPING PLY

NEW INSULATION SYSTEM

SET 4" COPPER FLANGE IN

A SOLID LAYER OF ROOF

CEMENT. PRIME FLANGE

BEFORE STRIPPING

NEW MODIFIED

BITUMINOUS

BASE SHEET

EXISTING VENT CAP

EXISTING

SEALANT FLASHING MEMBRANE

AS SPECIFIED

SET FLANGE IN SOLID

BED OF ROOF CEMENT

MODIFIED BITUMINOUS

TARGET SHEET

MODIFIED BITUMINOUS

CAP SHEET

EXTEND FLANGE

THROUGH INSULATION

NEW INSULATION

SYSTEM

MECHANICAL CLAMP

STRIPPING MEMBRANE

AS SPECIFIED

FILL 3"W/ CEMENTITIOUS

GROUT THEN FILL TO TOP

W/ POURABLE SEALER

SEALANT

TARGET SHEET

MODIFIED BITUMINOUS

TARGET SHEET

MODIFIED BITUMINOUS

24 GA. STAINLESS STEEL PITCH PAN W/ 4"

BASE FLANGE SET IN A SOLID BASE OF ROOF

CEMENT- CONTRACTOR TO TAPE PRIOR TO

FILLING & REMOVE TAPE WHEN COMPLETE

26 GA. STAINLESS STEEL WEATHER CAP

MECHANICALLY ATTACHED TO COLLAR

SET FLANGE IN A SOLID

LAYER OF ROOF CEMENT

EXISTING DECK

R-1

ASSEMBLY DETAIL - CONCRETE DECK

SCALE: 1-1/2" = 1'

R-1

ASSEMBLY DETAIL - STEEL DECK

SCALE: 1-1/2" = 1'

R-1

TYPICAL CURB DETAIL

SCALE: 1-1/2" = 1'

R-1

SOIL STACK DETAIL

SCALE: 1-1/2" = 1'

R-1

HOT VENT DETAIL

SCALE: 3" = 1'

R-1

PITCH PAN DETAIL

SCALE: NONE

FILL FLANGE CORNERS

AND SOLDER

WHERE MULTIPLE PENETRATIONS EXIST

CONTRACTOR MAY USE A FLAT TWO

PIECE WEATHER CAP

ADHERE BASE SHEET IN ADHESIVE TO MEET A MIN WIND

UPLIFT PER FM GLOBAL

MIN.

RAISE SOIL STACK

AS NEEDED

EXTEND THE DUCT AS NEEDED

FOR THE EXHAUST FANS

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ROOF DETAILS

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FOR CONSTRUCTION

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NEW 24 GA. PRE-FINISHED COUNTER

FLASHING FASTENED TO RECEIVER @

12" O.C. W/ #8 S.S. SCREW

NEW 24 GA. PRE-FINISHED

REGLET W/ RECEIVER .

MODIFIED BITUMINOUS

FLASHING MEMBRANE

NEW CANT STRIPNEW MODIFIED BITUMINOUS

MEMBRANE SYSTEM

8" MIN

SEALANT

NEW F.T. WOOD BLOCKING FASTENED @

12" O.C. W/ 1/4" MASONRY SCREWS @ 16"

O.C.

SEALANT

24 GA. PRE-FINISHED STEEL

DRIP EDGE

18 GA. STAINLESS STEEL GUTTER

BRACKETS @ 24" O.C.

#8 S.S. SCREW

SELF ADHERING WATERPROOFING

MEMBRANE

5"x 5"x 24GA. PRE-FINISHED

STEEL GUTTER (SEE 4 / R2)

MODIFIED BITUMEN

STRIP-IN PLY

NEW TAPERED

INSULATION SYSTEM

24 GA. PRE-FINISHED STEEL

SKIRT FLASHING

NEW MODIFIED BITUMEN

MEMBRANE SYSTEM

#12 x 2" STAINLESS STEEL

FASTENERS @ 12" O.C.

MEMBRANE TO EXTEND 1/2"

MIN. BEYOND WOOD NAILERS

NEW 2-PLY MODIFIED

BITUMEN MEMBRANE AS

SPECIFIED

NEW COVER BOARD

AS SPECIFIED

F.T. 2x 6 WOOD FRAMED

PERIMETER EDGE

EXISTING DECK

24 GA. PRE-FINISHED

METAL FLASHING

22 GA. GALVANIZED STEEL

CONTINUOUS CLEAT - FASTENED

@ 12" O.C. W/ #12 SCREWS

1-1/2" X 24" TAPERED

EDGE STRIP

24 GA. PRE-FINISHED

METAL FLASHING

STRIP -IN PLY

3/16" POP RIVETS @ 1" O.C.

PRE-FINISHED STEEL HANGER STRAP

@ 6' O.C. - MECHANICALLY

ATTACHED W/ 1/4" DRIVE PINS

4"X4" X 22 GA. PRE-FINISHED

STEEL DOWNSPOUT

STARTER TUBE

DRIVE ON COVER

GUTTER SECTIONS MUST LAP MIN. 2 1/2"

EXPANSION JOINT:

MAX 50' O.C. - MUST

ALLOW +/- 1" MOVEMENT

END CAPS - RIVETED

& SEALED IN PLACE

SPLASH PANS TO BE FABRICATED FROM 26 GA. STAINLESS STEEL,

AND SET ON WALK PAD EXTENDING 4" PAST PAN IN ALL DIRECTIONS.

ADHERE SPLASH PAN TO WALK PAD AND WALK PAD TO ROOF SURFACE.

POSITION DIRECTLY UNDER DOWNSPOUT

DOUBLE METAL AT TOP

& ENDS FOR RIGIDITY

4" FLANGE ON EACH SIDE

OF SPLASH PAN

SOLDER WATER BREAKS TO PAN BASE AND

CLOSE ENDS APPROX. 1" FROM PAN SIDES

10"

1'-3"

CUT TARGET SHEET INTO WEDGES.

FIT INTO SUMP. HEAT WELD ALL LAPS.

MINIMUM 4" LAP WIDTH

NEW ROOF ASSEMBLY

AS SPECIFIED

MODIFIED BITUMEN CAP SHEET

W/LAP HEAT WELDED TO

TARGET SHEET

MODIFIED BITUMEN TARGET SHEET

MODIFIED BITUMEN STRIPPING PLY

PARA PRO 123 FLASHING SYSTEM

PER MANUFACTURER'S INSTALLATION

INSTRUCTIONS

CONTRACTOR TO PAINT METAL

STRAINERS & REPLACE NON-METAL

STRAINERS W/ METAL STRAINERS

TAPERED INSULATION TO FORM

60" x 60" SUMP AROUND DRAIN BASE

EXISTING METAL DECK

R-2

WALL FLASHING DETAIL

SCALE: 3" = 1'

EXISTING DECK

R-2

GUTTER EDGE DETAIL

SCALE: NONE

R-2

EDGE / FASCIA DETAIL

SCALE: 3" = 1'

R-2

GUTTER DETAIL

SCALE: NONE

R-2

DOWNSPOUT DETAIL

SCALE: 1'-1/2" = 1'

R-2

METAL SPLASH PAN DETAIL

SCALE: 1'-1/2" = 1' 7

R-2

DRAIN DETAIL

SCALE: 3" = 1'

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Condensate Line support

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ROOF DETAILS

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#12 S.S. SCREW W/ NEOPRENE

WASHER @ 12" O.C.

MODIFIED BITUMINOUS

FLASHING MEMBRANE

ROOF MEMBRANE

MODIFIED CAP SHEET

WATERPROOFING MEMBRANE

AS SPECIFIED

24 GA. PRE-FINISHED STEEL

JOINT COVER - MUST ALLOW

± 1" OF MOVEMENT

POLYETHYLENE ENVELOPE W/

COMPRESSIBLE INSULATION

±1"

22 GA. GALVANIZED STEEL

CONTINUOUS CLEAT

NEW CANT STRIP

ADD P.T. WOOD

BLOCKING AS REQUIRED

FASTEN @ 9" O.C.

8" M

26 GA STAINLESS STEEL COVER

INSULATION AS SPECIFIED

NEW CANT STRIP

NOTE: HEIGHT OF WOOD BLOCKING SHALL

ALLOW FOR MIN. 8" FLASHING HEIGHT

MODIFIED BITUMINOUS

FLASHING

#12 S.S. SCREWS

@ 12" O.C. W/

NEOPRENE WASHERS

TO MAINTAIN 8" HEIGHT

ADD P.T. WOOD BLOCKING

WATERPROOFING

MEMBRANE

EXISTING BLOCKING

8" M

CONDUIT

FOAM CONDUIT SUPPORT

CONDUIT CLAMP

MODIFIED BITUMINOUS SURFACE SHEET

INSTALL AS REQUIRED

BY MANUFACTURER

GAS LINE

INSTALL AS REQUIRED BY

MANUFACTURER

PVC PIPING

CONTRACTOR TO ATTACH

S.S. HOLD DOWN STRAP

MODIFIED BITUMINOUS SLIP SHEET

AS REQUIRED BY MATERIALS

MANUFACTURER

MODIFIED BITUMINOUS SLIP SHEET AS

REQUIRED BY MATERIALS MANUFACTURER

MODIFIED BITUMINOUS SLIP SHEET AS

REQUIRED BY MATERIALS MANUFACTURER

MODIFIED BITUMINOUS SURFACE SHEET

MODIFIED BITUMINOUS

SURFACE SHEET

R-3

EXPANSION JOINT DETAIL

SCALE: NONE

R-3

SLEEPER DETAIL

SCALE: NONE

R-3

CONDUIT SUPPORT DETAIL

SCALE: NONE

R-3

GAS LINE SUPPORT DETAIL

SCALE: NONE

R-3

CONDENSATE LINE SUPPORT DETAIL

SCALE: NONE

R-3

TURBINE VENT DETAIL

SCALE 1-1/2" = 1'

SET FLANGE IN A SOLID

LAYER OF ROOF CEMENT

STRIP-IN PLY

TARGET SHEET

CONTRACTOR TO REPLACE

EXISTING TURBINE VENT W/

NEW ALUMINUM TURBINE W/

4" FLANGESEALANT

F.T. WOOD BLOCKING

FASTENED TO DECK W/

TAPCONS

FASTEN TURBINE TO

WOOD BLOCKING W/

# 12 WOOD SCREWS

MIN. 6 PLACES

18 GA. GALV STEEL PLATE

8" GYPSUM BOARD

4" FIRE TREATED PLYWOOD

EXISTING GYPSUM POUR

18 GA. GALVANIZED STEEL ZEE

SET IN BED OF ROOF CEMENT

4"Ø X 2" CONCRETE ANCHOR @ 8" O.C.

FASTENING PATTERN

#12 x 2 12"

TYPICAL

#8x 12" SHEET

METAL SCREW

18 GA. GALV. STEEL ZEE

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CURB REMOVAL & DECK REPAIR DETAIL

SCALE: 3" = 1'-0"

6" 2'

8" MIN

REPLACE THE EXISTING

TURBINE VENTS

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ACCESSORIES

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ROOF ACCESSORIES

SCALE: 316" = 1'

ROOF AREA

01.01

R-1

ROOF AREA

01.02

R-1

ROOF AREA

01.04

R-1

HEIGHT = 11 FT

HEIGHT = 16 FT

HEIGHT = 11 FT

ROOF AREA

01.03

R-1

HEIGHT = 11 FT

1. CONTRACTOR TO EMPLOY A LICENSED AND BONDED

MECHANICAL/REFRIGERATION CONTRACTOR TO CUT LOOSE AND RECONNECT

REFRIGERANT LINES, ELECTRICAL LINES, AND GAS LINES, AS REQUIRED.

2. CONTRACTOR TO REPLACE ALL MISSING OR DAMAGED DRAIN STRAINERS.

PAINT ALL DRAIN STRAINERS PRIOR TO INSTALLATION. COLOR T.B.D. BY

OWNER

3. CONTRACTOR TO INSTALL METAL SPLASH BLOCKS ON SLIP PADS AT ALL

DOWNSPOUT DISCHARGES.

4. ALL CONDENSATION LINES TO BE SUPPORTED BY BASE STRUT @ 5' O.C. MAX.

ALL CONDENSATE LINES TO BE SCHEDULE 80 PVC AND MUST HAVE A P-TRAP

AT EACH DISCHARGE. ROUTE CONDENSATION LINES TO NEAREST DRAIN OR

GUTTER EDGE. SEE DETAIL 5/R-3

5. CONTRACTOR TO WIRE BRUSH EXISTING GAS PIPING AND APPLY ONE COAT

OF METAL PRIMER, THEN FOLLOW WITH TWO COATS OF BRUSHED SAFETY

YELLOW ENAMEL. CONTRACTOR TO MOUNT GAS PIPING ON LINE MOUNTS

SPACED MAX. 10'-0" O.C. SEE DETAIL 4/R-3

6. ALL ELECTRICAL CONDUIT TO BE SUPPORTED BY CONDUIT BASE STRUT.

CONDUIT BASE DESIGNED TO SUPPORT CONDUIT (GANGED) CABLE TRAYS OR

OTHER MECHANICAL PIPING. EVEN LOAD REQUIRED, MAXIMUM LOAD IS 172

LBS. (MAX LOAD BASED ON 3.0 PSI TO THE ROOF DECK). RECOMMENDED

SPACING IS NOT TO EXCEED 10' CENTERS. MAKE CERTAIN EACH SUPPORT IS

PROPERLY ELEVATED TO EVENLY DISTRIBUTE WEIGHT AT ALL SUPPORT

LOCATIONS. SEE DETAIL 3/R-3.

7. CONTRACTOR MAY REUSE EXISTING PIPE SUPPORTS IF THEY ARE IN GOOD

CONDITIONS. INSTALL SLIP PADS IN BED OF ROOF CEMENT

8. WHERE REQUIRED CONTRACTOR TO EMPLOY A LICENSED AND BONDED

ELECTRICAL CONTRACTOR TO REMOVE ALL UNUSED ELECTRICAL CONDUIT

AND WIRE. CONTRACTOR TO REMOVE ALL WIRE TO NEAREST JUNCTION BOX.

9. CONTRACTOR TO RAISE HVAC UNITS TO MEET 8" MINIMUM FLASHING HEIGHT.

10. CONTRACTOR TO INSTALL A 1/2" PER FOOT TAPERED CRICKET

UP SLOPE OF ALL HVAC UNITS & SLEEPERS.

11. ALL WOOD BLOCKING SHALL BE FIRE TREATED.

12. REMOVE ALL UNUSED OR ABANDONED EQUIPMENT.

13. CONTRACTOR TO SAND AND PAINT EXISTING LADDER. APPLY ONE COAT OF

ZINC BASED METAL PRIMER THEN FOLLOW WITH TWO COATS OF FINISH

COLOR EXTERIOR PAINT (EPOXY BASED). COLOR T.B.D. REPLACE LADDER

BOLTS WHERE MISSING.

14. WALK PADS SHALL BE INSTALLED AS SHOWN AND PER MANUFACTURERS

RECOMMENDATIONS SUCH THAT IT DOES NOT IMPEDE FLOW OF WATER.

NOTES

SEE NOTE #4

SEE NOTE #6

WALK PADS

TYPICAL

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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SHEET TITLE

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PAGE NUMBER

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OWNER

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DRAWN BY: JB

TP-1

KEY DRAWINGS

SCALE: 316 " = 1'

TAPER PLAN

TP-1

FOR CONSTRUCTION

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H A

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E, N C

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8" PER FOOT

1 8" P

1 4 " P

4 " PER FOOT

1 8" P

8" PER FOOT

1 8" P

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DESCRIPTION

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DATE

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MARK

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CAD DWG FILE:

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XXXXXXXXX

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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SHEET TITLE

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PAGE NUMBER

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OWNER

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DRAWN BY: JB

WU-01

WIND UPLIFT PLAN

SCALE: 316" = 1' WIND UPLIFT PLAN

WU-01

FOR CONSTRUCTION

Y O

F C

H A

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ROOF AREA

01.01

R-1

ROOF AREA

01.02

R-1

ROOF AREA

01.04

R-1

HEIGHT = 11 FT

HEIGHT = 16 FT

HEIGHT = 11 FT

ROOF AREA

01.03

R-1

ROOF WIND LOAD 01.01

Zone 1

-21.6 PSF

Zone 2

-33.9 PSF

Zone 3

-55.4 PSF

ROOF WIND LOAD 01.02

Zone 1

-29.8 PSF

Zone 2

-46.8 PSF

Zone 3

-68.3 PSF

ROOF WIND LOAD 01.03 & 01.04

Zone 1

-21.6 PSF

Zone 2

-34.4 PSF

Zone 3

-53.4 PSF

7'-5"

3'-9"

9'-5"

3'-9"

9'-5" 9'-5"

9'-5"

4'-9"4'-9"

4'-9"

9'-5"

4'-9"4'-9"

4'-9"

6' 3'

3'3'

INTERNAL PRESSURE COEFFICIENT (GCPi) : +0.18 , - 0.18 INTERNAL PRESSURE COEFFICIENT (GCPi) : +0.18 , - 0.18 INTERNAL PRESSURE COEFFICIENT (GCPi) : +0.18 , - 0.18

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CHK'D BY:

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DESCRIPTION

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DATE

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MARK

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CAD DWG FILE:

AutoCAD SHX Text 0-00-0000

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XXXXXXXXX

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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SHEET TITLE

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PAGE NUMBER

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OWNER

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DRAWN BY: JB

CO1

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Cover

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AP-1

DP01

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DP01

R-1

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R-1

R-2

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R-3

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R-3

RA-1

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RA-1

TP-1

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TP-1

WU-01

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WU-01

File details come from the government source that posted it. Updated Mar 24, 2026.