W912QR20R0078Plans-0001.PDF

FIRST FLOOR

100'-0"

ADDITION ROOF LP

BEARING

114'-8 3/4"

SECOND FLOOR NORTH

112'-1 1/4"

1 2 3 4 5 6 7 8 9

1" 12"

EXISTING ROOF HP

150'-4"

4.206

A-301

3"

12"

3"

12"

4.105

4.105 4.105 4.105

119-4 100B

4.106

4.110

4.216

4.216

100A

4.207

4.306

4.305

4.105

4.306

4.304

4.309

4.207

213-3

4.217

4.221

4.221 4.221

4.134

A-302

4.238

4.221

4.210

TYP.

4.144

A-501

A-503

Sim

A-503

Sim

A-503

Sim

A-503

Sim

A-501

Sim

4.122

FIRST FLOOR

100'-0"

ADDITION ROOF LP

BEARING

114'-8 3/4"

123456789

1" 12"

EXISTING ROOF HP

150'-4"

4.206

A-301

4.106

100E

4.105 4.105

4.105

TYP.

4.210

3"

12"

3"

12"

SECOND FLOOR SOUTH

111'-11 3/4"

4.216

4.216

4.311

4.306

4.304

4.305

4.207

4.207

100F 4.221

4.105

4.134

A-302

4.207

4.2104.210

100M

4.144

A-503

Sim

A-503

Sim

A-501

4.122

ARCHITECTURAL ELEVATIONS GENERAL

NOTES:

1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON CIVIL SITE PLAN =

ELEVATION 100'-0" ON STRUCTURAL DRAWINGS.

2. FIELD VERIFY DIMENSIONS, BRING DISCREPANCIES TO THE

ATTENTION OF THE ARCHITECT/ENGINEER FOR FINAL DECISION.

3. EXISTING EXTERIOR METAL PANELS TO RECEIVE NEW PAINT

SHEET ID

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US Army Corps of Engineers ®

8/25/2020 12:53:58 PM

C:\Revit Local\3246200-190452.01-A-Central-2020-Hangar_andy.malanowski.rvt

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1/8" = 1'-0"A-101 A-202

NORTH ELEVATION1

1/8" = 1'-0"A-101 A-202

SOUTH ELEVATION2

GRAPHIC SCALE 1/8" = 1'-0"

KEYED NOTES

4.105 NEW MECHANICAL LOUVER. REFERENCE SHEETS S-241 AND M-121.

4.106 NEW MECHANICAL EQUIPMENT. REFERENCE SHEET M-111 FOR ADDITIONAL

INFORMATION.

4.110 EXISTING EXTERIOR STAIR, WALKWAY AND SUPPORTS TO BE

SANDBLASTED AND REPAINTED.

4.122 NEW MECHANICAL EQUIPMENT .REFERENCE SHEET M-121 FOR ADDITIONAL

INFORMATION.

4.134 NEW PLUMBING. REF SHEET P-111

4.144 2' WIDE ROOFTOP METALWALK SYSTEM WITH HANDRAIL ON ONE SIDE

4.206 NEW METAL FASCIA.

4.207 NEW STANDING SEAM METAL ROOF OVER EXISTING PURLINS WITH VINYL

WRAPPED INSULATION.

4.210 NEW EXTERIOR LIGHTING FIXTURE. REFERENCE SHEETS EL-111 AND

EL-112.

4.216 PREP AND PAINT HANGAR METAL PANEL WALL

4.217 RAILINGS TYPE 6 (BEYOND)

4.221 REPLACE METAL PANEL WALL IN THIS LOCATION. MATCH EXISTING METAL

PANEL PROFILE.

4.238 EXISTING RAILING TO BE PREPPED AND PAINTED TO MATCH NEW

4.304 4" X 5" DOWNSPOUT

4.305 2" X 3" DOWNSPOUT

4.306 5"W X 4"D GUTTER

4.309 4" X 5" DOWNSPOUT. WRAP CORNER TO CONNECT TO HANGAR ROOF

GUTTER

4.311 5"W X 6"D GUTTER

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4.001

4.001

4.001

4.001

4.002 4.004 4.003

4.001 4.001

4.004 4.005

4.0064.006

4.0064.006

4.0064.006

4.0064.006

4.006

4.006

4.006

4.004

4.0064.0064.006

4.0064.0064.006

4.009 4.009

AD202

AD201

4.0144.014

4.0144.014

4.0154.015

4.0154.015

4.012

4.014

4.001

TYP.

4.017

TYP.

4.017

AD2022

AD202 1

4.001

4.019

4.020

4.019

4.021

4.001

AD201

4.027

4.030

4.021 4.021

4.008

4.021 4.021

4.009

4.027

4.027

4.001

4.002

74'-7 1/4" 35'-10 3/4"

4.039 4.031

4.040

4.021

4.001

4.041 4.041

4.042

4.042

4.042

4.042

4.042

4.042

4.043 4.043 4.043 4.043

4.044

4.045 4.045

4.0454.045

TYP.

4.048

TYP.

4.048

4.047 4.048

4.048

4.049

4.001

4.050

4.051

AD201

4.056

DEMOLITION LEGEND:

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED, TYP

(U.N.O.)

EXISTING DOOR TO REMAIN

DOOR, FRAME, AND HARDWARE TO BE

DEMOLISHED IN ITS ENTIRETY, TYP (U.N.O.)

DEMOLITION GENERAL NOTES:

1. THE GENERAL CONTRACTOR SHALL VERIFY BUILDING AND SITE

CONDITIONS AND REPORT DISCREPANCIES TO THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH SCHEDULED DEMOLITION

WORK.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,

STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL AND PLUMBING WORK

WITH SUBCONTRACTORS FOR DEMOLITION AND REPAIR WORK.

3. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE THE REMOVAL OF

ITEMS WHICH INTERFERE WITH THE FINAL CONSTRUCTION AS SHOWN ON

THE FLOOR PLANS, ELEVATIONS, DETAILS, AND SCHEDULES. FLOOR

FINISHES, TRIM, WALLS, CEILINGS, ABANDONED FURNITURE, WINDOW

TREATMENTS, SHELVING, CABINETRY, AND SIGNAGE SHALL BE DEMOLISHED

IN THEIR ENTIRETY.

4. REMOVE ITEMS OF DEMOLITION WORK FROM THE PROJECT DAILY AND

DISPOSE OF PROPERLY.

5. TYPICAL DOORS TO BE DEMOLISHED ARE WOOD OR HOLLOW METAL WITH

HOLLOW METAL FRAMES AND SHALL BE REMOVED IN THEIR ENTIRETY

ALONG WITH RELATED HARDWARE AND TRIM COMPONENTS.

6. DEMOLISH CONCRETE FLOOR SLAB AS REQUIRED TO INSTALL NEW

PLUMBING SYSTEMS AND FLOOR DRAINS, REF: SD-101,SD-131, AND PD-111.

7. REPAIR OR REPLACE EXISTING CONSTRUCTION (WALLS, DOORS,

FLOORS, ETC.) TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION.

REPLACEMENT MATERIAL SHALL MATCH IN KIND.

9. REMOVE FLOORING FINISH MATERIALS, INCLUDING CARPET, SHEET

VINYL, RUBBER TILES AND WALL BASE, THROUGHOUT ENTIRE BUILDING

UNLESS NOTED OTHERWISE. PREP FLOOR FOR INSTALLATION OF

NEW FINISHES PER MANUFACTURER'S RECOMMENDATIONS.

12. PROTECT EXISTING STEEL STRUCTURE TO REMAIN.

14. SEE SPECIFICATIONS FOR TYPE, QUANTITY AND LOCATION

OF HAZARDOUS MATERIALS TO BE REMOVED.

15. DEMO CERAMIC TILE ON FLOOR, WALL, TOILET PARTITIONS, PLUMBING

FIXTURES AND ACCESSORIES FROM TOILET/SHOWER/LOCKER ROOMS.

REFER TO PLUMBING FOR DEMOLITION AND CAPPING OF PLUMBING LINES.

16. THE DEMOLITION DRAWINGS MAY NOT BE ALL INCLUSIVE OF THE WORK.

CONTRACTOR TO DEMOLISH EXISTING CONSTRUCTION AS REQUIRED TO

FACILITATE THE NEW WORK AS INDICATED IN THESE DOCUMENTS.

17. REMOVE ALL EXTERIOR BUILDING SIGNAGE AND SAVE FOR POSSIBLE

REUSE. CONTRACTING OFFICER TO DETERMINE IF SIGN CAN BE REUSED.

COORDINATE NEW SIGNAGE LOCATIONS WITH IG101

STORAGE

Room

VESTIBULE

W LOCKERS

W SHOWERS

M LOCKERS

M SHOWERS

MEN

108A

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LADIES

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Room

COMM

TOOL ROOM

A/C

BREAK ROOM

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US Army Corps of Engineers ®

8/20/2020 3:36:08 PM

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1/8" = 1'-0"A-201 AD101

DEMOLITION FLOOR PLAN1

KEYED NOTES

4.001 REMOVE PORTION OF WALL FOR NEW DOOR OR OPENING. REFERENCE

SHEET A-101 FOR OPENING SIZE AND LOCATION. REFERENCE S-131 FOR

LINTEL REQUIREMENTS.

4.002 REMOVE COUNTERTOP AND CASEWORK.

4.003 REMOVE COUNTERTOP, CASEWORK AND SINK, SEE PD-111 FOR CAPPING

OR DEMOLITION OF PIPING.

4.004 REMOVE DRINKING FOUNTAIN. SEE PD-111 FOR CAPPING OR DEMOLITION

OF PIPING.

4.005 REMOVE UTILITY / JANITOR SINKS. SEE PD-111 FOR CAPPING OR

DEMOLITION OF PIPING.

4.006 REMOVE LOCKERS, BASE AND ALL ASSOCIATED COMPONENTS. WHERE

BACKER WALL IS INDICATED TO REMAIN, REMOVE ALL MECHANICAL OR

ADHESIVE FASTENING METHODS AND PREP WALL TO BE NEW FINISHED

FACE OF ROOM.

4.008 REMOVE WINDOW AND ALL RELATED HARDWARE AND COMPONENTS.

4.009 REMOVE OVERHEAD DOOR,TRACK,HARDWARE AND OPENER.

4.012 REMOVE METAL PANEL FULL HEIGHT AT EXTENTS OF ADDITION.

REFERENCE SHEET A-101 FOR NEW CONSTRUCTION SCOPE.

4.014 REMOVE EXISTING INTERIOR CMU PARTITION ASSEMBLY.

4.015 REMOVE EXISTING INTERIOR STUD PARTITION ASSEMBLY.

4.017 REMOVE BATT INSULATION IN EACH HANGAR DOOR

4.019 REMOVE STAIR AND ALL ASSOCIATED COMPONENTS.

4.020 REMOVE BOXOUT AROUND EXISTING COLUMN.

4.021 REMOVE LAYER OF GYP BD AND INSULATION. CLEAN AND REPAIR WALL

FROM ADHESIVE AND MECHANICAL ATTACHMENT METHODS.

4.027 REMOVE DOOR, FRAME, AND ALL ASSOCIATED HARDWARE AND

COMPONENTS AND PREP. EXISTING OPENING TO RECEIVE NEW DOOR AND

FRAME. REF SHEET A-101.

4.030 REMOVE GYP BD ON INTERIOR SIDE OF WALL

4.031 REMOVE METAL PANEL ALONG BOTTOM 4'-0" OF WALL FOR EXTENTS

INDICATED.

4.039 REMOVE SUMP PUMP DISCHARGE. REFERENCE SHEET P-111

4.040 REMOVE EXISTING DRY WELL, REFERENCE SHEET PD111

4.041 REMOVE EXISTING PERSONNEL DOOR AND ALL ASSOCIATED HARDWARE IN

HANGAR BAY DOOR. FIELD VERIFY LOCATION

4.042 REMOVE WARNING STRIPES PAINT

4.043 REMOVE LEAD-IN LINE

4.044 REMOVE HANGAR BAY EPOXY FLOOR AND ALL FLOOR MARKINGS

4.045 REMOVE LEAD IN LINE ON APRON TO 25' BEYOND FACE OF HANGAR

4.047 REMOVE EXISTING GROUT RAMP TO LEVEL OF FINISHED FLOOR

4.048 REMOVE WARNING LINES IN THEIR ENTIRETY

4.049 REMOVE EXISTING SECURITY FENCING, GATE, AND ALL ASSOCIATED

HARDWARE AND COMPONENTS.

4.050 REMOVE PORTIONS OF EXISTING WALL AS INDICATED

4.051 REMOVE PORTION OF EXISTING SLAB ON GRADE AS REQUIRED FOR NEW

WORK. REFERENCE STRUCTURAL SHEET SD101

4.056 REMOVE "SATELLITE ACCUMULATION POINT" SIGN AND SAVE FOR

REINSTALLATION. SEE IG101 FOR REINSTALLATION LOCATION

GRAPHIC SCALE 1/8" = 1'-0"

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AREA OF GENERAL DEMOLITION

KVA

EXISTING 500 KVA

TRANSFORMER TO REMAIN

EXISTING MEDIUM VOLTAGE

ROUTING TO BE REMOVED AND RE-

ROUTED BY FP&L AS PART OF THIS

CONTRACT. SEE ITEM 0004 ON

PRICE BREAKOUT SCHEDULE.

APPROXIMATE FOOTPRINT OF BUILDING EXPANSION

EXISTING MEDIUM VOLTAGE

ROUTING TO BE REMOVED AND RE-

ROUTED BY FP&L AS PART OF THIS

CONTRACT. SEE ITEM 0004 ON PRICE

BREAKOUT SCHEDULE.

EXISTING MEDIUM VOLTAGE ROUTING

TO BE REMOVED AND RE-ROUTED BY

FP&L AS PART OF THIS CONTRACT.

SEE ITEM 0004 ON PRICE BREAKOUT

SCHEDULE.

EXISTING MEDIUM VOLTAGE ROUTING

TO BE REMAIN. COORDINATE WITH FP&L

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GENERAL NOTES:

1. REMOVE ALL ELECTRICAL EQUIPMENT, LIGHT FIXTURES AND

ASSOCIATED WIRING, CABLE TRAYS, BASKET TRAYS,

BUSWAYS, DEVICES, BRANCH CIRCUITS AND FEEDERS IN

THEIR ENTIRETY INSIDE THE “AREA OF GENERAL

DEMOLITION”, UNLESS NOTED OTHERWISE. NOT ALL

ELECTRICAL EQUIPMENT IS SHOWN. CONTRACTOR SHALL

FIELD VERIFY EQUIPMENT QUANTITIES AND LOCATIONS.

2. FOR REFERENCE AND ASSISTANCE IN LOCATING POWER

SOURCES, PANELBOARDS AND OTHER MAJOR ELECTRICAL

EQUIPMENT ARE SHOWN. SOME PANELS ARE NOT NOTED ON

PLAN, CONTRACTOR SHALL REMOVE ALL UNUSED PANELS

AND ASSOCIATED FEEDERS BACK TO SOURCE.

3. CONTRACTOR SHALL MAKE SAFE ANY WIRING METHODS

(OPEN JUNCTION BOXES, EXPOSED CONDUCTORS, ETC.)

THAT PRESENT A WORKER SAFETY HAZARD TO

ACCOMPLISHING NEW WORK.

4. REFER TO SHEET CD101 FOR UTILITY ROUTING.

5. ANY ITEMS IDENTIFIED DURING RENOVATION AS CONTAINING

PCBS OR MERCURY SHALL BE DISPOSED OF PROPERLY PER

EPA REGULATIONS.

1/8" = 1'-0"1

POWER PLAN - FIRST FLOOR - DEMO

0 1684

GRAPHIC SCALE 1/8" = 1'-0"

KEYED NOTES:

1. UNDERGROUND ROUTING CONTINUES.

2. MAKO STADIUM LIGHT FACILITY ENTRY POINT. VERIFY

LOCATION BEFORE CONSTRUCTION. EXISTING BRANCH

CIRCUIT FROM FACILITY TO STADIUM LIGHT LOCATION SHALL

REMAIN. PROVIDE DISCONNECT SWITCH AT FACILITY ENTRY

POINT AND PROVIDE FEEDER FROM PANELBOARD PL-1 TO

DISCONNECT.

3. AIRCRAFT STATIC GROUNDING RECEPTACLES ARE EXISTING

TO REMAIN. TYPICAL ALL GROUNDING RECEPTACLES.

4. EXISTING AIRCRAFT TIE DOWNS TO REMAIN.

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