00_Alpena FFT B3 Combined Set 210624.pdf

PDF 6 MB Posted Aug 2, 2022

Attached to: Repair of a Firefighter Training Facility
Solicitation number: W50S86-22-B-0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document is a synopsis for a federal solicitation seeking proposals for repair work at a firefighter training facility in Alpena, Michigan.

The project scope includes repairing Buildings 840 and 844 at the Alpena Combat Readiness Training Center. The contractor will provide all labor, materials, equipment, and supervision to complete the work, which is estimated to cost between $1 million and $5 million. The requirement is set aside only for small businesses with a size standard of $39.5 million or less. The solicitation will use sealed bid procedures and award a firm-fixed price contract. The solicitation number is W50S86-22-B-0001. Proposals are due by September 21, 2022 and award is expected by September 30, 2022. The NAICS code for the work is 236220 for commercial and institutional building construction. The period of performance will run from September 21, 2022 through January 21, 2023. The contracting office is the Michigan Air National Guard and the place of performance is the Alpena Combat Readiness Training Center in Alpena, Michigan.

View the file

Other files

File	Type	Posted
W50S868622B0001 SF 1419 Abstract of Offers Construction and Attendance.pdf	PDF	Sep 2, 2022
W50S86-22-B-0001 RFI Response.pdf	PDF	Aug 26, 2022
W50S8622B0001 Wage Determination Amendment.pdf	PDF	Aug 24, 2022
Div 01 Specs Alpena FTF.pdf	PDF	Aug 2, 2022
CONTRACTOR EAL FORM.pdf	PDF	Aug 2, 2022
W50S8622B0001.pdf	PDF	Aug 2, 2022
SOW TDVG102825 Repair Fireman Training Facility.pdf	PDF	Aug 2, 2022
210624 Alpena FTF B3 Final_Specifications.pdf	PDF	Aug 2, 2022

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PROJECT No.:

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

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DATE:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

REPAIR FIREMAN TRAINING FACILITY

B840/B844

5884 A. STREET ALPENA, MI 49707

MICHIGAN AIR NATIONAL GUARD

ALPENA CRTC

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COVER SHEET

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ARCHITECTURAL

A-001 NOTES & SYMBOLS

AD101 B844 DEMOLITION PLANS

A-101 B844 FLOOR PLANS, CEILING PLANS

A-201 ELEVATIONS

A-501 DETAILS, DOOR SCHEDULE

MECHANICAL

M-001 NOTES, SYMBOLS AND ABBREVIATIONS

M-101 SECOND FLOOR HVAC PLAN

ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

ED010 ELECTRICAL DEMOLITION SITE PLAN

ED101 FIRST FLOOR POWER & LIGHTING DEMOLITION PLAN

ED701 ONE-LINE POWER DIAGRAM - DEMOLITION

E-010 ELECTRICAL SITE PLAN

E-101 FIRST FLOOR POWER & LIGHTING PLAN

E-131 ROOF LIGHTNING PROTECTION PLAN

E-401 ENLARGED PLANS

E-501 DETAILS

E-601 SCHEDULES

E-602 SCHEDULES

E-701 ONE-LINE DIAGRAM

GENERAL

G-001 COVER SHEET

G-011 CODE ANALYSIS SCHEDULES

CIVIL

C-021 EXISTING SITE AND REMOVALS PLAN

C-101 SITE PAVEMENTS AND EROSION CONTROL PLAN

C-102 SITE PLAN

C-141 SITE UTILITIES PLAN

C-501 DETAILS

FIRE TRAINER

FT101 CONSTRUCTION NOTES

FT102 OVERALL SITE LAYOUT GA

FT103 TRENCH LAYOUT AND DETAILS

FT104 SECTION DETAILS

FT105 SECTION DETAILS

FT106 SECTION DETAILS

FT107 TYPICAL FUEL SPILL DETAILS

FT108 CCTV POST & CONTROL ROOM

MOCKUP

AS101 MOCKUP TOP PLAN AND GENERAL NOTES

AS102 MOCKUP ELEVATIONS

AS103 MOCKUP SECTIONS

SHEET INDEX

PROJECT LOCATION

CONTRACTOR HAUL ROUTE

MAIN GATE

TDVG102825

06/24/21 B3 FINAL

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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CODE ANALYSIS

SCHEDULES

3141800-141770.04

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June 24, 2021

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ASHRAE Standard 90.1: Energy Standard for Buildings Except Low-Rise Residential Buildings – 2013

ASHRAE Standard 62.1: Ventilation for Acceptable Indoor Air Quality - 2013

ASHRAE Standard 55: Thermal Environmental Conditions for Human Occupancy - 2013

Mechanical/HVAC:

NFPA 170: Standard for Fire Safety and Emergency Symbols - 2021

NFPA 101: Life Safety Code - 2021

NFPA 90A: Standard for the Installation of Air Conditioning and Ventilating Systems - 2021 NFPA 72: National Fire Alarm Code and Signaling Code - 2019

NFPA 70: National Electrical Code - 2020

NFPA 24: Standard for the Installation of Private Service Mains and Their Appurtenances - 2019

NFPA 13: Standard for the Installation of Sprinkler Systems - 2019 NFPA 1: Fire Code - 2021 Fire/Life Safety Code:

superseded by UFC 3-600-01 and referenced public code NFPA 101

IBC v2018 as modified by Chapters 2 and 3 of UFC 1-200-01 in which certain sections of the IBC shall be

Public Codes:

● Applicable current ANG-ETL's as listed in ANG-ETL 15-01

ANG-ETL 15-01, Air National Guard Design Policy - May 1, 2015

Air National Guard Engineering Technical Letters (ANG-ETL)

Air National Guard Design Requirements:

Accessibility: Architectural Barriers Act (ABA) Standards (2015)

Energy Conservation: Public Law 1095-58; Energy Policy Act (EPAct of 2005), - August 8, 2005

Public Law:

UFC 4-010-01: DoD Minimum Antiterrorism Standards for Buildings-Change 1 - August 19, 2020 UFC 3-600-01: Fire Protection Engineering for Facilities - Change 5, September 24, 2020

UFC 3-580-01: Telecommunications Interior Infrastructure Planning and Design - Change 1, June 1, 2016

UFC 3-560-01: Electrical Safety, O&M - Change 2 ,October 31, 2019

UFC 3-550-01: Exterior Electrical Power Distribution - Change 3, November 1, 2019

UFC 3-530-01: Interior and Exterior Lighting Systems and Controls - Change 4, November 1, 2019

UFC 3-520-01: Interior Electrical Systems - Change 1, March 20, 2019

UFC 3-501-01: Electrical Engineering - Change 1, November 1, 2019

UFC 3-430-01FA: Heating and Cooling Distribution Systems - July 25, 2003

UFC 3-420-01: Plumbing Systems - Change 11, November 1, 2019

UFC 3-410-01: Heating, Ventilating, and Air Conditioning - Change 5, November 1, 2019

UFC 3-401-01: Mechanical Engineering - Change 1, October, 2015

UFC 3-400-02: Design: Engineering Weather Data - September 20, 2018

UFC 3-301-01: Structural Engineering - October 1, 2019

UFC 3-250-01: Pavement Design for Roads and Parking Areas - November 14, 2016

UFC 3-220-01: Geotechnical Engineering - November 1, 2012

UFC 3-210-10: Low Impact Development - Change 3, March 1, 2020

UFC 3-201-02: Landscape Architecture - April 29, 2020

UFC 3-201-01: Civil Engineering - Change 4, Setember 28, 2020

UFC 3-120-10: Interior Design - May 16, 2018

UFC 3-110-03: Roofing - Change 5, June 12, 2020

UFC 3-101-01: Architecture, December 16, 2020

UFC 1-200-02: High Performance and Sustainable Building Requirements, December 1, 2020

UFC 1-200-01: DoD Building Code, With Change 1 - October 1, 2020

Unified Facilities Criteria (UFC)

Department of Defense (DoD) Design Requirements:

Applicable Design Criteria and Codes:

Alpena, MI

Repair Fireman Training Facility

Alpena CRTC

Project Name and Location:

APPLICABLE CODES AND DESIGN CRITERIA

New Business Occupancies 200 feet

NFPA Section 38.2.6.3

Travel Distance to Exits:

New Business Occupancies 100 feet

NFPA Section 38.2.5.3.2

Common Path of Travel:

New Business 20 feet

NFPA Section 38.2.5.2.2

Dead-end Corridor Distance:

Total Occupants: 5 Electrical / Comm room 192 1

Catwalk 142 2

Observation 192 2

Area Occupants Accessory Storage, Mechanical: 1 occupant / 300 gsf

Business Occupancy: 1 occupant / 100 gsf

NFPA Table 7.3.1.2 Occupant Load Factor:

Occupant Load:

Section 38.2.5 with subsections included.

The entire building meets the requirements for 1exit maximum per NFPA Section 38.2.4 and

2 Exits per this section.

NFPA Section 38.2.4 including subsections: The building does meet the requirements for 1 exit

1 Exit Only

Number of Exits:

50 or more people per NFPA Section 38.2.3.2 44-inches minimum 49 or less people per NFPA Section 7.3.4.1.2 36-inches minimum

Clear width of any doorway, corridor, or passageway

Capacity of Means of Egress:

X ≥ 30 ft 0 hr 10 ft ≤ 30 ft 0 hr 5 ft ≤ 10 ft 1 hr X < 5 ft 1 hr Group B

Exterior Nonbearing Walls and Partitions where "x" is distance from fire separation

IBC Table 602 Fire Resistive Requirements for Exterior Walls Based on Separation Distance:

Roof construction and secondary framing: 0 hr Floor Construction: 0 hr Interior Nonbearing Walls and Partitions: 0 hr Interior: 0 hr Exterior: 0 hr Bearing Walls

Structural Frame: 0 hr

IBC Table 601

Fire Resistive Requirements for Building Elements:

40' 2 19'-6" 2

Height Stories Height StoriesGroup B

Maximum Allowed Actual

IBC Section 504.2: Maximum number of stories increase: 1-story IBC Section 504.2: Maximum building height increase: 20 feet

Automatic Sprinkler Value Increase to Height and Number of Stories

Group B / VB = 2 Stories

IBC Table 503:

Allowable Building Height and Number of Stories

13,500 577 SF

Group B Total Allowable Area and Actual Area

Allowable Area (S.F.)

with Increase

Actual Area (S.F.)

Aa = {9,000s.f + [9,000 x 0.5]} = 13,500 s.f.

IBC Section 506.1: General - Total allowable area increase If = [60/80 -0.25]30/30 = 0.5

IBC Section 506.2: Frontage increase IBC Section 506.2.1: Width limits. (W = 2) IBC Section 506.3: Automatic sprinkler system increase. (Is = 2) Group B / VB = 9,000 s.f.

IBC Table 503:

Building Area:

Type VB, Non - Sprinklered

IBC Table 601

Construction Type:

IBC Section 304.1: Business Group B (Offices and Training)

Building Occupancy Classifications:

FIRE PROTECTION AND LIFE SAFETY ANALYSIS

Portable fire extinguishers shall be selected, installed, inspected, and maintained in accordance with NFPA 10.

The local Authority Having Jurisdiction (AHJ) shall coordinate the

(1) size, (2) type, and (3) location of portable fire extinguishers for each room in the facility.

NFPA Section 9.7.4.1

Fire Extinguishers, General:

Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings or shall be provided with artificial light in accordance with 1205.3 This project provides artificial light to the restroom.

IBC Section 1205 Lighting

Buildings shall be provided with natural ventilation or mechanical ventilation. This project provides mechanical ventilation.

IBC Section 1203 Ventilation Interior Floor Finish: Floor coverings other than carpet shall have a minimum critical radiant flux of 01. W/cm² Interior Floor Finish: Carpet and carpet like interior floor finishes shall comply with ASTM D-2859

Interior Floor Finish in Exit Enclosures: Class II (Minimum)

Interior Wall and Ceiling Finish for other areas: Class C (Minimum)

Interior Wall and Ceiling Finish for Exits and Exit Corridors: Class B (Minimum)

NFPA Section 38.3.3 including subsections and Section 10.2 including subsections

Interior Finishes/Environment:

FIRE PROTECTION AND LIFE SAFETY ANALYSIS, Cont'd

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These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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00 30 60

LEGEND:

REMOVE ASPHALT

REMOVE ASPHALT AND

BASE TO 1.0' BELOW

FINISHED GRADE

REMOVE CONCRETE

PARKING STOPS

REMOVE GRAVEL, SAND AND LINER

TO DEPTH OF FINISHED

SUBGRADE

REMOVE 18" CONC. STM DRAIN

TO PROPOSED STM MH

(APPROX 80 LF)

(C-141)

REMOVE STM

DRAIN STRUCTURE

SITE DEMOLITION PLAN NOTES:

1. DEMOLITION OF ALL ITEMS MUST BE DONE TO BASE, LOCAL, STATE AND FEDERAL

REQUIREMENTS FOR SAFETY AND ENVIRONMENTAL COMPLIANCE.

2. NO EROSION CONTROL IS ANTICIPATED. HOWEVER, IF SEDIMENT CAN NOT BE

CONTAINED WITHIN THE GRAVEL DRIVE SILT SOCKS SHALL BE USED TO CAPTURE

SEDIMENT LADEN RUNOFF.

3. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UNDERGROUND

OBSTRUCTIONS ARE SHOWN ON THE PLANS. UNDERGROUND OBSTRUCTIONS

NOT SHOWN MAY BE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST

INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT THE

ENGINEER, AND THE BASE ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS

EITHER SHOWN OR NOT SHOWN ON THE PLANS.

4. CONTRACTOR SHALL DISPOSE OF EXCAVATED MATERIAL AT AN APPROVED

REMEDIATION SITE. THERE IS NO ON BASE DISPOSAL SITE. EXCAVATED

MATERIAL WILL INCLUDE BUT NOT LIMITED TO SURFACE AGGREGATE,

GEOTEXTILE FILTER FABRIC, SAND, HDPE LINER, AND DRAINAGE NET.

5. EXISTING BURN MOCK-UP ALONG WITH ALL STRUCTURAL SUPPORTS SHALL

REMAIN IN PLACE, UNDISTURBED.

EX GRAVEL

EX GAS ENCLOSURE

EX BUILDING

EX POND

REMOVE TWO FENCE PANELS,

SALVAGE AND REPLACE

REMOVE CONC

PANEL

REMOVE ALL EXISTING PROPANE

PIPING INSIDE THE BURN

PIT AND UNDERNEATH THE

EXISTING AIRFRAME MOCK UP

REMOVE ALL EXISTING PILOT BURNERS AND

ELECTRICAL COMPONENTS UNDER THE

EXISTING AIRFRAME MOCK UP

REMOVE 4" WATER SERVICE

TO PROPOSED CONNECTION

(APPROX 40 LF)

(C-141)

REMOVE LIGHT POLE,

POLE BASE AND ASSOCIATED

MATERIALS.

(SEE ELEC FOR ADDITIONAL DETAILS)

REMOVE LIGHT POLE,

POLE BASE AND ASSOCIATED

MATERIALS.

(SEE ELEC FOR ADDITIONAL DETAILS)

REMOVE LIGHT POLE,

POLE BASE AND ASSOCIATED

MATERIALS.

(SEE ELEC FOR ADDITIONAL DETAILS)

REMOVE LIGHT POLE,

POLE BASE AND ASSOCIATED

MATERIALS.

(SEE ELEC FOR ADDITIONAL DETAILS)

REMOVE CONCRETE

ENCASED DUCT BANK.

RESTORE TRENCH EXCAVATION

TO MATCH SURROUNDING MATERIAL

C-101

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1. THE INTERNAL 6-INCH CONCRETE SLAB SHALL BE REINFORCED WITH FIBER MESH.

2. JOINT PATTERN UNDER THE EXISTING MOCK-UP SHALL BE DETERMINED BASED ON

STURCTUAL SUPPORTS FOR THE MOCK-UP AND RELATED LOCATION OF THE TRENCH.

JOINTING PATTERN SHALL BE APPROVED BY ENGINEER.

3. ALL SAWCUT JOINTS SHALL FOLLOW MICHIGAN DOT STANDARD DETAILS.

4. 8" CURB SHALL BE INTEGRAL WITH THE EXTERIOR DRIVING SURFACE. SEE C-501 FOR

TYPICAL SECTION THROUGH THE SLAB, TRENCH, CURB AND DRIVING SURFACE.

5. ALL TRANSVERSE JOINTS IN THE CONCRETE PAVEMENT SHALL EXTEND ENTIRELY

THROUGH THE INTEGRAL CURB AND BE OF THE SAME KIND AND THICKNESS AS

PROVIDED FOR THE PAVEMENT.

CONCRETE GENERAL NOTES:

24.0'

12.0'

9.9'

14.7'

C-501

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00 5 10

24.0'

9" CONC SHALL SLOPE AWAY

FROM CURB AT MINIMUM OF 1.0%

00 10 20

NOTE:

1. ALL DIMENSIONS ARE TO THE INSIDE OF TRENCH

2. DETAILED TRENCH CONFIGURATION AND DEPTH ARE IDENTIFIED ON THE FT PLANS.

TOP OF TRENCH

ELEV=683.54 (TYP)

6"CONC. SLOPE

TO TRENCH @

0.50% MIN SLOPE

6" CONC. SLOPE

TO TRENCH @

0.50% MIN SLOPE

36.7'

GRADING GENERAL NOTES:

1. ASSUMED MATCH ELEVATION OF EXISTING GRAVEL IS 683.50

2. MATCH NEW CONCRETE DRIVING RING ELEVATION TO HIGHEST EXISTING GRAVEL GRADE.

3. ALL TRENCH DRAINS SHALL HAVE A MINIMUM SLOPE OF 0.5%

4. GRADE GRAVEL PARKING AREA TO NEW CONCRETE RING AT A MAXIMUM SLOPE OF 5%.

5. MAIN TRENCH RUNS SHALL BE 30-INCH MINIMUM DEPTH. SEE FT PLANS FOR TYPICAL TRENCH CROSS

SECTIONS.

ASSUMED HIGH SIDE

MATCHING GRADE

683.50

TOP OF 8" CURB

ELEV=684.41

TOP OF 9" CONC. DRIVE

AT BASE OF CURB

ELEV=683.74

TOP OF 6" CONC INTERIOR

SLAB AT BASE OF CURB

ELEV=683.74

TRENCH INVERT

AT DRAIN = 681.5

TRENCH INVERT

AT DRAIN = 680.80

TRENCH INVERT

AT DRAIN = 680.80

TRENCH INVERT

AT DRAIN = 681.5

INV=681.50

INV=682.00

INV=682.00 INV=682.05 HIGH PT

FUEL SPILL PAN

7 -IN DEEP (TYP.)

(SEE FT TRENCH DETAILS)

INV=681.50

LP DRAIN

INV=680.50

INV=681.00

3.0' 41.2' 3.0'

5' 2.

2.7'

1.5' 6.8'

1.5'

4.3'

0' 2.8'

2.8'

8.0'

11.0'

3.0'

10.0'

16.8'8.0'

11.0'

3.0'

2.5'10.0'

2.7'

1.2'

18.3'

0'16.8'

16.8'

2.5'

FIR

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B844

B840

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ELECTRICAL SITE PLAN KEYED NOTES.X.XXX

1.103 NEW CONCRETE VAULT FOR TRANSFORMER CABINET. SEE FT PLANS FOR VAULT SIZE AND

DETAILS.

1.104 NEW DUCTS FOR POWER AND CONTROL.

1.105 DISTRIBUTE IGNITION CABLE FROM THE TRANSFORMERS TO THE 15 IGNITER LOCATIONS.

A. PROVIDE ALL NEW IGNITERS FOR GROUND BURNERS AND NEW WATER JACKET

ASSEMBLIES FOR THE THE ABOVE GROUND BURNERS.

B. MODIFY THE ELECTRICAL SYSTEM SO THAT PROPER GROUNDING IS APPLIED TO THE

MODIFIED SYSTEM.

C. MODIFY ALL ELECTRICAL SYSTEMS SO THAT OPERATION IS CONTROLED FROM TOWER.

WATER SITE PLAN KEYED NOTES.X.XXX

1.106 NEW WATER SYSTEM SHALL CONNECT TO EXISTING WATER SUPPLY LINE AND INTO NEW

CONCRETE VAULT. THE VAULT WILL HOUSE A WATER DISTRIBUTION MANIFOLD TO

SUPPLY THE FOLLOWING.

A. AIRFRAME MOCK UP COOLING.

B. SUPPLY TO WATER JACKETS.

C. SUPPLY TO FIREPLACES AS REQUIRED.

1.107 NEW CONCRETE VAULT SHALL BE INSTALLED FLUSH TO THE GROUND WITH POSITIVE

DRAINAGE AWAY. PIPING CONFIGURATIONS AND PLACEMENT SHOULD BE INSTALLED

WITH CONSIDERATION TAKEN TO THE SIMPLICITY OF WINTERIZING THE FACILITY AND

DRAINING ALL EMPLOYED WATER LINES.

1.108 WATER SUPPLY SHALL INCLUDE A BLOW-OUT PORT FOR WINTERIZATION.

1.109 THE WATER SYSTEM SHALL BE OPERATED FROM THE CONTROL PANEL INSIDE THE

CONTROL TOWER.

1.110 OPTION - INSTALL AN ACCUMULATOR TANK INSIDE THE WATER VAULT SO THAT AN

"AIR-BURST" CAN BE PERFORMED FOR WINTERIZATION. SEE PNEUMATIC NOTES - FT

PLANS.

PLUMBING SITE PLAN KEYED NOTESX.XXX

1.115 REMOVE ALL EXISTING DRAIN PIPING AND CLEANOUTS TO MATCH POINT AS SHOWN.

1.116 STORM WATER DRAIN PIPES SHALL BE 6" SCHEDULE 40 PVC. PROVIDE CLEANOUTS PER

PLUMBING CODE IF ADDITIONAL BENDS ARE REQUIRED.

00 10 20

LIQUID PROPANE GAS SITE PLAN KEYED NOTESX.XXX

1.112 PROPOSED UNDERGROUND LPG LINE.

1.114 STAINLESS STEEL FIREPLACES WITH FOOT TRAFFIC GRATING AT 7 LOCATIONS. SEE FT

PLANS FOR DETAILS

1.103

1.104

1.105

1.106

1.107

1.108 1.112

1.115

STM MH 1

RIM=683.50 (APPROX) MATCH EX

INV=678.40 - 18" S

INV=678.45 - 6" NE

INV=678.45 - 6" NW

DEPTH=5.10'

EX 18" CONC

54 LF 6" PVC AT 1.04%

38 LF 4" DI WM

(BEND -CONNECT)

1-4" 45° BEND

25 LF 6" PVC AT 1.04%

24 LF 6" PVC AT 1.04%

11 LF 6" PVC AT 1.04%

62 LF 6" PVC AT 1.04%

22 LF 6" PVC AT 1.04%

#4 BARS CONTINUOUS

ALONG TRENCH DRAIN

#4 BARS AT 16" O.C.

EACH WAY CONT.

SLAB REINFORCEMENT

#4 BENT BARS

AT 8" O.C.

BAR GRATING FOR FOOT TRAFFIC

AS SPECIFIED

TRENCH RIM.

B.O. TRENCH

ELEVATION

683.54

SEE SITE PLAN

FOR ELEVATION

NOTE:

DEPTH OF TRENCH VARIES:

24" MIN, 0.5% MIN SLOPE

NOTE:

CONTINUOUS CAULK

BOTTOM CORNERS VIA

1/2" x 1/2" BLOCKOUTS

2" CLEAR

2x2x3/16" S.S. ANGLE WITH 1/2" DIA. x 4"

HEADED STUDS

AT 12" O.C. MAX.

3/8" MAX. GAP

3/8" x GRATING

THICKNESS S.S. PLATE

TRENCH DRAIN2 NO SCALE

NOT TO SCALE

SECTION DETAIL

SLOPE1%

8" INTERGRAL CURB

9" CONCRETE 6" REINFORCED CONCRETE

6" CRUSHED AGGREGATE BASE COURSE MDOT 22A

4" CRUSHED AGGREGATE BASE COURSE

SUBGRADE

6" SAND6" SAND

SEPARATION FABRIC

80 MIL HDPE

LINER

SLOPE

PRECAST CONCRETE MANHOLE2 NO SCALE

PVC SEWER BEDDING DETAIL2 NO SCALE

4" CRUSHED STONE

ASTM D 448 #1

TAMPED IN PLACE

3/4" FIBER EXPANSION

NOT TO SCALE

SANITARY CLEANOUT DETAIL9 NTS

HEAVY DUTY NEENAH

R-6462-BH FRAME AND

LID WITH NEOPRENE GASKET

CLEANOUT PLUG EQUAL

TO J.R. SMITH SERIES 4280

MECHANICAL COUPLING

CAST IRON FROST SLEEVE

PIPE SAME MATERIAL AS SEWER.

SIZE PER GOVERNING PLUMBING CODE

SEWER

COMPACTED SAND

EXTEND HDPE

LINER 2' BEYOND CURBING

SHEET CONTENTS

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3141800-141770.04 June 24, 2021

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LIT

06/24/21 B3 FINAL

H \C

-5

.D W

C-501

DETAILS

SRB

PJW

LIQUID GAS FIRE

A - Low wing engine fire

B - High wing engine fire with running fuel spill (3-D)

C - Tail engine fire

D1 - Wheel fire (Port Side)

D2 - Wheel fire (SB Side)

E1 - Fuel spill fire (Port Side Front)

E2 - Fuel spill fire (SB Side Front)

E3 - Fuel spill fire (SB Side Rear)

E4 - Fuel spill fire (Port Side Rear)

J - APU fire

VAPOR GAS FIRE

F - Cockpit fire

G - Passenger area fire

H - Cargo area fire

LIQUID GAS

VAPOR GAS

AIR

ELECTRICAL

FIRE KEY

GENERAL NOTES

1) DEPTHS & PITCHES OF DUCTS TO SUIT LOCAL REQUIREMENTS &

TO BE CONFIRMED BY CIVIL DESIGNER. ALL DUCTS TO BE PROVIDED

WITH DRAW ROPES, AND SUITABLY SEALED AFTER INSTALLATION OF

ALL SERVICES BY OTHERS.

2) FOR DETAILED DESIGN OF CONCRETE WORKS AND TRENCH

REFER TO CIVIL SHEETS

3) SPECIALIST FIRE TRAINING SIMULATOR SUPPLIER TO DESIGN

AND DETAIL ALL TRENCH SERVICES AND CONTROLS AS PART OF

INSTALLATION CONTRACT.

4) POWER SOURCE, FUEL STORAGE, WATER SUPPLY DESIGN AS

PART OF MECHANICAL AND ELECTRICAL DRAWINGS

5) INCOMING MAINS POWER TO TERMINATION POINTS AS DETAILED

IS THE PROVISION OF OTHERS. A MINIMUM 15FT OF EXCESS CABLE

TO BE SUPPLIED TO ALLOW TERMINATION BY SPECIALIST.

6) GAS FLOWS AND CONSUMPTION AS PER MECHANICAL DRAWINGS

7) TRENCH SERVICES SHOWN INDICATIVELY. FINAL DESIGN BY

SPECIALIST FIRE TRAINING SYSTEM PROVIDER.

8) DRAINAGE SYSTEM SHOULD INCORPORATE BAROMETRIC SEAL

TO PREVENT GAS ACCUMULATION.

9) DRAINAGE SYSTEM AND DRAINAGE SLOPE IN TRENCH TO BE

CALCULATED BY CIVIL DESIGNER BASED ON OPERATION TRAINING

WATER APPLICATION FLOWS AND VOLUMES. REFER TO CIVIL

SHEETS.

10) TRENCH COVERS TO BE DESIGNED BY CIVIL DESIGNER IN

ACCORDANCE WITH REQUIRED LOADINGS. REFER TO CIVIL SHEETS.

11) EXISTING AIRCRAFT INTERNALLY DISTRIBUTED NEW SERVICES

TO BE DETAILED AND DESIGNED BY SPECIALIST FIRE TRAINING

SYSTEM PROVIDER.

12) ELECTRICAL DUCTS FROM CONTROL ROOM TO BE RECONCILED

WITH ELECTRICAL DRAWINGS.

13) FIRE TRAINING SYSTEM SUGGESTED POWER SUPPLY 120/240V

SINGLE PHASE 3 WIRE (1P3W) POWER FEED WITH 100A CAPACITY.

MAIN ISOLATION TO BE PROVIDED. REFER TO ELECTRICAL

DRAWINGS.

14) ALL DIMENSIONS SHOWN IN IMPERIAL INCHES

ELECTRICAL REQUIREMENT

FT101

CONSTRUCTION

NOTES

KFT

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H C

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SITE PLAN

1" = 50"

4020100

NORTH

TRUE

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June 24, 2021

M&H NO.:

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CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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A - Low wing engine fire

B - High wing engine fire with running fuel spill (3-D)

C - Tail engine fire

D - Wheel fire x 2

E - Fuel spill fire x 4

F - Cockpit fire

G - Passenger area fire

H - Cargo area fire

J - APU fire (new)

FT104

FT105

5FT105

FT105

SUITABLE DRAINAGE

SLOPE

FT105

SUITABLE DRAINAGE

SLOPE

SUITABLE DRAINAGE

SLOPE

SUITABLE DRAINAGE

SLOPE

FT104

LIQUID GAS

VAPOR GAS

AIR

ELECTRICAL

SERVICES KEYFIRE KEY

FT105

FT106

FT102

OVERALL SITE

LAYOUT GA

E C

H C

A D

L P

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P E

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E N

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SITE PLAN

1" = 50"

4020100

NORTH

TRUE

KFT

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June 24, 2021

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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SUITABLE DRAINAGE

SLOPE

SUITABLE DRAINAGE

SLOPE

SUITABLE DRAINAGE

SLOPE

SUITABLE DRAINAGE

SLOPE

FT104

FT105

5FT105

FT105

FT104

FT105

FT103

TRENCH LAYOUT AND

DETAILS

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June 24, 2021

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DATE:

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CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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06/24/21 B3 FINAL

SITE PLAN

1" = 50"

4020100

NORTH

TRUE

KFT

SECTION 2-2

SECTION 1-1

FT104

SECTION DETAILS

KFT

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June 24, 2021

M&H NO.:

DATE:

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CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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SECTION 3-3

SECTION 4-4

SECTION 5-5 SECTION 6-6

SECTION 7-7

SECTION 8-8

SECTION 9-9

SECTION 10-10

ELECTRICAL AIR

VAPOUR

GAS

AIR

VAPOUR

GAS

FT105

SECTION DETAILS

KFT

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H C

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June 24, 2021

M&H NO.:

DATE:

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CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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SECTION 11-11

SECTION 12-12

SECTION 13-13

SECTION 14-14

SECTION 15-15

SECTION 16-16

SECTION 17-17

VAPOUR

GAS

AIR

VAPOUR

GAS

ELECTRICALAIR

VAPOUR

GAS

FT106

SECTION DETAILS

KFT

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H C

A D

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SHEET CONTENTS

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3141800-141770.04

June 24, 2021

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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FT107

SECTION A2 - A2

SECTION A3 - A3

FT107

SECTION A1 - A1

FT107

TYPICAL FUEL SPILL

DETAILS

KFT

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June 24, 2021

M&H NO.:

DATE:

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CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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REAR FACING CCTV

CAMERA POST

TYPICAL 4" ELECTRICAL

DUCT CONNECTING TO

NEW SERVICES TRENCH

DETAIL B - REAR CCTV POST

U P

DETAIL C - CONTROL ROOM

FT108

CCTV Post & Control

Room

KFT

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June 24, 2021

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DATE:

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CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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THICKNESS OF THE THINNER OF THE MATERIAL BEING JOINED.

SHALL BE CONTINUOUS FILLETS OF A SIZE TO EQUAL THE

WHERE WELDS ARE NOT INDICATED ON THE PLANS, JOINTS

AWS D1.1.

FOR THE REQUIRED WELDING POSITION IN ACCORDANCE WITH

ALL WELDING SHALL BE PERFORMED BY A WELDER CERTIFIED

ASTM A-36 AND BE FASTENED BY WELDING OR BOLTING.

ROLLED PLATES, SHAPES AND PIPES SHALL CONFORM TO

GENERAL NOTES

MOCKUP CURRENTLY EXISTS AND SHALL BE

MODIFIED AS INDICATED ON "AS" SHEETS.

TAIL ENGINE

WING ENGINE

TOP PLAN

GRATING

WING SUPPORTS

AS103

AS102

AS103

ENGINE SUPPORT

SHEET CONTENTS

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3141800-141770.04

June 24, 2021

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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06/24/21 B3 FINAL

AS101

MOCKUP TOP PLAN

AND GENERAL NOTES

KSF

PJC

TAIL ENGINE

WING ENGINE

WING SUPPORT

WING ENGINE

WING SUPPORT

WHEELS

GRATING

TAIL ENGINE

WHEELS

WING ENGINE

DOOR

GRATING

FRONT ELEVATION

LEFT SIDE ELEVATION

RIGHT SIDE ELEVATION

TAIL ENGINE

GRATING

WHEELS

GRATING

WING ENGINE

TROOP DOORCREW DOOR

WING ENGINE

WING SUPPORT

TAIL ENGINE

GRATING

WING ENGINE

WING SUPPORT

WHEELS

REAR ELEVATION

REMOVE STEEL PANELS

BELOW FUSELAGE

REMOVE STEEL PANELS

BELOW FUSELAGE

REPAIR WELD AT

BACK SIDE OF

TAIL ENGINE

SUPPORT TO

TAIL ENGINE

REMOVE EXCESS

WELD, INSTALL

NEW NOSE CONE

STEEL WELDED

TO THE FRAME

REWORK WELD

HOLDING UPPER WING

ENGINE TO WING ON

OUTER SIDE OF

SUPPORT, FRONT 6" OF

WELD.

REWORK WELD AT

BACK SIDE OF TAIL

ENGINE SUPPORT TO

TAIL ENGINE

REPAIR STEEL

PLATE JOINT ON

FRONT OF WING.

PROVIDE NEW

WELD

APPROXIMATELY

8" LONG

VERTICALLY, AND

12" LONG

HORIZONTALLY

AT BOTTOM SIDE

OF WING FRONT

REPAIR STEEL PLATE

JOINT ON FRONT OF

WING. PROVIDE NEW

WELD APPROXIMATELY

8" LONG

REPAIR WELD AT

BACK SIDE OF

TAIL ENGINE

SUPPORT TO

TAIL ENGINE

REPAIR STEEL PLATE

EDGES ON WING.

PROVIDE NEW WELD

APPROXIMATELY 14"

LONG.

REPAIR STEEL

PLATE JOINT ON

FRONT OF WING.

PROVIDE NEW

WELD

APPROXIMATELY

8" LONG

VERTICALLY, AND

12" LONG

HORIZONTALLY

AT BOTTOM SIDE

OF WING FRONT

REPAIR STEEL PLATE

JOINT ON FRONT OF

WING. PROVIDE NEW

WELD APPROXIMATELY

8" LONG.

REPAIR STEEL PLATE

JOINT ON FRONT END OF

WING. PROVIDE NEW

WELD APPROXIMATELY 8"

LONG VERTICALLY, AND 8"

LONG HORIZONTALLY AT

BOTTOM SIDE OF WING

FRONT

SHEET CONTENTS

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June 24, 2021

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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06/24/21 B3 FINAL

AS102

MOCKUP ELEVATIONS

KAF

GRATING

SECTION

WHEELS

CREW DOOR

TAIL ENGINE

TROOP DOOR

GRATING

FLIGHT DECK

SEATING

BULKHEAD

SEATING

SECTION

BULKHEAD

GRATING

SEATING

SECTION

AS103

GRATING

SEATING

REPAIR WELD AT

BACK SIDE OF

TAIL ENGINE

SUPPORT TO

TAIL ENGINE

SHEET CONTENTS

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SHEET NO.

Mead and Hunt, Inc.

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June 24, 2021

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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06/24/21 B3 FINAL

AS103

MOCKUP SECTIONS

KAF

HATCH SYMBOLS

EARTHWORK

GRAVEL

PLASTER,

SAND, GROUT

CONCRETE

MASONRY

CLAY

MASONRY

PRECAST

CONCRETE

METAL

PLYWOOD

FINISH LUMBER

WOOD STUDS,

BLOCKING

STEEL STUDS

GYPSUM

WALLBOARD

ACOUSTICAL

TILE

BATT

INSULATION

RIGID

INSULATION

ANGLE

@ AT

AB ANCHOR BOLT

AC ACOUSTIC

ACC ACCESS

ACT ACOUSTIC CEILING TILE

ACP ACOUSTIC CEILING PANEL

AD AREA DRAIN

ADD ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

BB BOND BEAM

BD BOARD

BF BOTH FACES

BFC BELOW FINISH CEILING

BG BUMPER GUARD

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM/BENCH MARK

BLK BLOCK

BOT BOTTOM

BRG BEARING

BRKR BREAKER

BRK BRICK

BRKT BRACKET

BS BACK SPLASH

BSMT BASEMENT

BTWN BETWEEN

CHANNEL

CAB CABINET

CER CERAMIC

CFCI CONTRACTOR FURNISHED,

CONTRATOR INSTALLED

CG CORNER GUARD

CH COAT HOOK

CIP CAST IN PLACE

CJ CONTROL JOINT/CONSTRUCTION

JOINT

CLG CEILING

CLO CLOSET/CLOSURE

CLR CLEAR

COL COLUMN

COMB COMBINATION

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION/CONNECT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CR COAT RACK/CURTAIN ROD

CSG CASING

CT CERAMIC TILE

CTR CENTER/COUNTER

CTSK COUNTERSUNK

CUH CABINET UNIT HEATER

CW COLD WATER

D DEPTH

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIV DIVISION

DM DEMOUNTABLE PARTITION

DN DOWN

DO DITTO

DR DOOR

DRWR DRAWER

DS DOWNSPOUT

DWG DRAWING

DWL DOWEL

DWS DEFORMED WELDED STUD

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EH ELECTRICAL HEATER/EXHAUST

HOOD

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR/ELEVATION

EMBED EMBEDDED

EMER EMERGENCY

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER

ESR ELASTOMERIC SHEET ROOFING

ETR EXISTING TO REMAIN

EVC ELASTIC VINYL COATING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE

EXP EXPANSION

EXPD EXPOSED

EXPF EXPLOSION PROOF

EXT EXTERIOR

FA FIELD ADJUSTABLE

FV FIELD VERIFY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FLEX FLEXIBLE

FLR FLOOR

FLRG FLOORING

FP FIREPROOF/FIRE PROTECTION

FR FIRE RETARDANT

FS FULL SIZE/FULL SCALE

FT FEET

FTG FOOTING

FURG FURRING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GMU GLAZED MASONRY UNIT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT

HDBD HARDBOARD

HDCP HANDICAPPED

HDWD HARDWOOD

HDWE HARDWARE

HK HOOK

HM HOLLOW METAL

HP HIGH POINT

HR HANDRAIL

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

HWS HEAD WELDED STUDS

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

IN INCHES

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

IPW INSULATED PLENUM WALL

IRF INSULATED ROOF FILL

JAN JANITOR

JS JANITOR SINK

JST JOIST

JT JOINT

KD KNOCKED DOWN

KO KNOCK-OUT / KNEE OPENING

L LENGTH

LAB LABORATORY

LAM LAMINATED

LB POUND

LBS POUNDS

LD LINEAR DIFFUSER

LDG LANDING

LF LINEAR FOOT

LG LONG

LGT LIGHT

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LSH LONG SLOTTED HOLE

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

MACH MACHINE

MAN MANUAL

MAR MARBLE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBW MASONRY BEARING WALL

MC MECHANICAL CONTRACTOR

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MK MARK

ML METAL LATH

MLDG MOLDING

MO MASONRY OPENING

MP METAL PARTITION

MS MACHINE SCREW

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NONSHRINK

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER/OVERFLOW DRAIN

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PART PARTITION

PC PIECE

PCC PRECAST CONCRETE

PCPL PORTLAND CEMENT PLASTER

PDWR PAPER TOWEL DISPENSER & WASTE RECEPTACLE

PH PHILLIPS HEAD/PHASE

PL PLASTIC LAMINATE/PLATE/PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PM PROTECTED METAL

PNL PANEL

PNLG PANELING

POL POLISHED

PR PAIR

PRE FAB PREFABRICATED

PRE FIN PRE-FINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT/PAINT

PTM PAINT TO MATCH

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

RAD RADIUS

RAH ROOFTOP AIR HANDLING UNIT

RB RUBBER BASE

RC REINFORCED CONCRETE

RCP RADIANT CEILING PANEL

/ REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REINF REINFORCING

REL RELOCATE

REM REMAINDER

REQD REQUIRED

RES RESILIENT

RET RETURN

RI ROUGH IN

RM ROOM

RO ROUGH OPENING

RT RUBBER TILE

RUB RUBBER

SAT STANDARD AGGREGATE TOPPING

SB SOIL BEARING

SC SEAMLESS COATING

SCF SPECIAL CONCRETE FINISH

SCHD SCHEDULE

SD SOAP DISPENSER

SE SHELF EDGE

SECT SECTION

SF SAND FLOAT

SG SUPPLY AIR GRILLE

SGL SINGLE

SH SHELF

SHD SHOWER DOOR

SHT SHEET

SIM SIMILAR

SJ STEEL JOIST

SLV SHORT LEG VERTICAL

SM SMOOTH

SND SANITARY NAPKIN DISPENSER

SNV SANITARY NAPKIN VENDER

SOG SLAB ON GRADE

SPEC SPECIFICATION

SPR SPRINKLER

SQ SQUARE

SR SHOWER ROD

SS STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STO STORAGE

STRU STRUCTURAL/STRUCTURE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T & B TOP AND BOTTOM

TB TACKBOARD/TOWEL BAR

TBR TO BE REMOVED

TCP THIN COAT PLASTER

TD TOWEL DISPENSER

TDW TOWEL DISPENSER AND WASTE

TEMP TEMPERATURE/TEMPERED

TER TERRAZZO

TEX TEXTURE

TFC TROWELED FLOOR COVERING

T & G TONGUE AND GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CURB/TOP OF CONCRETE

TOD TOP OF DECK/TOP OF DUCT ELEVATION

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOP TOP OF PIPE ELEVATION

TOS TOP OF SLAB/TOP OF STEEL

TOW TOP OF WALL

TPG TOPPING

TPH TOILET PAPER HOLDER

TRAN TRANSOM

TRANS TRANSVERSE

TS TUBE STEEL

TWS THREADED WELDED STUD

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VINYL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VWC VINYL WALL COVERING

W WIDE FLANGE STEEL BEAM

W/ WITH

WAF WELDED ANGLE FRAME

WC WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

W/O WITHOUT

WP WEATHERPROOF

WPFG WATERPROOFING

WR WASTE RECEPTACLE

WSCT WAINSCOT

WSTP WEATHERSTRIP

WTR WATER

WWF WELDED WIRE FABRIC

X EXISTING

ABBREVIATIONS ABOVE ARE FOR ARCHITECTURAL SHEETS ONLY.

ABBREVIATIONS

LEGEND - PLAN SYMBOLS

ROOM NAME AND NUMBER

WALL TYPE

IDENTIFICATION

KEYED NOTE IDENTIFICATION

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

FLOOR DRAIN

4.XXX

DETAIL SYMBOL

EXTERIOR ELEVATION

SYMBOL

WALL SECTION SYMBOL

INTERIOR ELEVATION

SYMBOL

BUILDING SECTION SYMBOL

FIRE EXTINGUISHER - SURFACE MOUNT

FIRE EXTINGUISHER CABINET AND FIRE

EXTINGUISHER - SEMI-RECESSED

1 HOUR FIRE RATED WALL

ROOM NAME

A-211

A-201

ENLARGED PLAN

SYMBOL

XXX

X' - X"

A100

A-101

SIM

A-101

SIM

XXX

A-101

F.E.C.

F.E.

EXISTING GRID LINES

NEW GRID LINES

LEVEL OR SPOT ELEVATIONS

ACP-X

10'-10" CEILING HEIGHT & FINISH

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

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DATE:

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A-001

NOTES & SYMBOLS

3141800-141770.04

KSF

June 24, 2021

PJC

A-2014

A-201

4.001

4.0044.004

A-201 2

A-201

ELECTRICAL

4.001

4.002

4.0054.005

4.004

4.003 4.003

4.003

4.002

4.006

4.007

4.007 4.007

OBSERVATION

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 COMPLETE, TYP (U.N.O.)

DEMOLITION PLAN GENERAL NOTES:

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING AND SITE

CONDITIONS AND REPORT ANY DISCREPENCIES TO THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH ANY SCHEDULED DEMOLITION WORK.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,

STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, TECHNOLOGY, AND

PLUMBING WORK AND ALL SUBCONTRACTORS FOR DEMOLITION AND REPAIR

WORK.

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

ITEMS WHICH INTERFERE WITH THE FINAL CONSTRUCTION AS SHOWN ON

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

FINISHES, BASE, ABANDONED FURNITURE, WINDOW TREATMENTS, SHELVING,

SIGNAGE, AND ROOFING MATERIALS SHALL BE DEMOLISHED IN THEIR

ENTIRETY.

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

DISPOSE OF PROPERLY.

5. EXISTING WOOD STRUCTURE (FOR BUILDING) AND STEEL STRUCTURE (FOR

STAIR AND CATWALK) TO REMAIN, TYP. PROTECT FRAMING AND POSTS.

6. THE EXISTING MECHANICAL, ELECTRICAL,TECHNOLOGY, AND PLUMBING

ITEMS AND/OR SYSTEMS, AND GAS, WATER AND ELECTRICAL METERS ARE

GENERALLY INTENDED TO REMAIN. WHERE WORK CONFLICTS WITH NEW

WORK, DEMOLITION OR REROUTING OF EXISTING INFRASTURCTURE SHALL

BE REQUIRED. REF: MEP FOR ALL ITEMS TO BE REUSED TYP. ALL ITEMS TO BE

DEMOLISHED SHALL BE REMOVED IN THEIR ENTIRETY, BACK TO THE ORIGINAL

SOURCE. SURROUNDING MATERIALS WHICH ARE DISTURBED OR

DEMOLISHED THAT ARE SCHEDULED TO REMAIN SHALL BE PATCHED WITH

LIKE SURROUNDING MATERIALS, TYPICAL.

7. DEMOLISH CONCRETE FLOOR SLABS AS REQUIRED TO INSTALL NEW

EQUIPMENT, UNDERGROUND CONDUIT, PLUMBING SYSTEMS, AND FLOOR

DRAINS, REF: STRUCTURAL, EQUIPMENT, ELECTRICAL, PLUMBING

DEMOLITION, AND PLUMBING DRAWINGS.

8. PROTECT EXISTING SURFACES TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

9. REPAIR OR REPLACE ANY EXISTING CONSTRUCTION (WINDOWS, WALLS,

DOORS, CEILINGS, FLOORS, ETC.) TO REMAIN WHICH ARE DAMAGED DURING

CONSTRUCTION. REPLACEMENT MATERIAL SHALL MATCH IN KIND.

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

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AD101

B844 DEMOLITION

PLANS

3141800-141770.04

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June 24, 2021

PJC

1/4" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

1/4" = 1'-0"2

SECOND FLOOR DEMOLITION PLAN

KEYED NOTES

4.001 REMOVE DOOR, FRAME, HARDWARE, AND METAL TRIM AROUND DOOR

OPENING; PREPARE OPENING FOR INSTALLATION OF NEW DOOR

4.002 REMOVE WOOD WINDOW AND METAL TRIM AROUND WINDOW OPENING.

PREPARE OPENING FOR INSTALLATION OF NEW WINDOW.

4.003 REMOVE PLASTIC LAMINATE COUNTERTOP, INCLUDING SUPPORTS

4.004 REMOVE ACT CEILING SYSTEM

4.005 REMOVE CARPET; PREPARE SUBFLOOR FOR INSTALLATION OF NEW FLOOR

FINISH

4.006 REMOVE CONTROL BOARD; SEE ELECTRICAL DRAWINGS FOR MORE

INFORMATION.

4.007 REMOVE RUST-DAMAGED STEEL PIPE GUARDRAIL POST. CUT POST FROM

ADJACENT WELDED ITEMS (RAILINGS, FASCIA PLATES, AND FLOOR

STRUCTURE); GRIND ADJACENT SURFACES SMOOTH AS REQUIRED FOR

INSTALLATION OF NEW POST.

FLOOR PLAN GENERAL NOTES:

1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON SITE PLAN = 100'-0" ON

ARCHITECTURAL DRAWINGS.

2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE CONTRACTING OFFCIER FOR FINAL DECISION.

3. ALL INTERIOR DIMENSIONS ARE FROM FINISH FACE OF WALLS (I.E. GYPSUM

WALLBOARD OR CMU), UNLESS NOTED OTHERWISE.

4. FINISH FLOOR ELEVATIONS ARE TO THE TOP OF CONCRETE OR SUB-FLOOR,

UNLESS NOTED OTHERWISE.

5. REFERENCE SHEET GENERAL SHEETS FOR ALL CODE, FIRE RATING, AND

SEPARATION REQUIREMENTS.

6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION

(WALLS, DOORS, CEILINGS, FLOORS, ETC.) AS REQUIRED FROM DEMOLITION

OR CONSTRUCTION TO ALLOW FOR THE PREP WORK AND NEW OR

COMPLETION OF EXISTING FINISHES. REPAIRS OR REPLACEMENTS MUST BE

DURABLE AND SEAMLESS, AND MATCH THE EXISTING MATERIAL.

7. GENERAL CONTRACTOR SHALL PATCH ALL FLOOR AND WALL PENETRATIONS

CAUSED BY DEMOLITION OF MECHANICAL, ELECTRICAL, TECHNOLOGY, AND

PLUMBING, INCLUDING BUT NOT LIMITED TO PIPING AND CONDUIT RUNS, IN A

MANNER THAT IS CONSISTENT WITH THE EXISTING FLOOR AND WALL

CONSTRUCTION AND FINISH. ALL PENETRATIONS SHALL MEET REQUIRED FIRE

RATINGS.

8. COORDINATE THE INSTALLATION OF ALL OWNER-SUPPLIED EQUIPMENT.

REFERENCE PLANS, SPECS, AND INTERIOR ELEVATIONS FOR SPECIFIC

EQUIPMENT AND ITS INSTALLATION REQUIREMENTS.

9. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING, STIFFENERS, BRACINGS,

BACKING PLATES, SUPPORTING BRACKETS, AND NECESSARY SELECTIVE

DEMOLITION REQUIRED FOR THE PROPER INSTALLATION OF ALL CASEWORK,

TOILET ROOM ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS

EQUIPMENT.

10. EXISTING AND INFILL CONCRETE SUB-FLOOR SHALL BE MADE LEVEL, PLUMB

AND IN SOUND CONDITION AS REQUIRED FOR THE INSTALLATION OF FINAL

FLOOR FINISHES, TYPICAL. PROVIDE ARDEX OR EQUAL LEVELING CONCRETE

TO PROVIDE A SMOOTH WALKABLE AREA.

11. ALL RECESSED CABINETS, PANELS, BOXES, ETC. LOCATED IN FIRE-RATED

PARTITIONS SHALL BE INSTALLED IN A MANNER WHICH MAINTAINS THE FIRE

RATED CONSTRUCTION.

A-2014

A-201

A-201 2

A-201

4.1034.103

ELECTRICAL

A-2014

A-201

A-201 2

A-201

66'-6"

FIELD VERIFY

8'-0"

4.1034.103

4.101

4.102

4.104

4.1094.1094.109

OBSERVATION

CATWALK

8'-0"

4.105

4.1064.106

4.105

8'-0"

4.1054.105

CEILING PLAN GENERAL NOTES:

1. SEE ROOM FINISH SCHEDULE FOR FLOOR, WALL AND CEILING FINISHES AND

ROOM HEIGHTS.

2. FIELD VERIFY ALL DIMESIONS, BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE CONTRACTING OFFICER FOR FINAL DECISION.

3. ALL RECESSED LIGHTS, SPRINKLERS, FIRE DETECTION EQUIPMENT,

OCCUPANCY SENSORS, ETC. SHALL BE CENTERED IN THE TILES UNLESS

NOTED OTHERWISE.

4. CENTER ALL CEILING GRIDS IN SPACE UNLESS NOTED OTHERWISE.

5. ALL METAL LINEAR DIFFUSERS SHALL BE PAINTED TO MATCH SURROUNDING

WALL OR CEILING CURFACE.

2' x 2' SUSPENDED CEILING GRID

LIGHT FIXTURE (RECESSED MOUNTED)

CEILING PLAN LEGEND: SEE ELECTRICAL FOR

EXACT FIXTURE MODEL

XX-X

X'-X" ELEVATION ABOVE FINISHED FLOOR

CEILING TYPE

CEILING TYPE TAG

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

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B844 FLOOR PLANS,

CEILING PLANS

3141800-141770.04

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June 24, 2021

PJC

KEYED NOTES

4.101 PROVIDE RUBBER FLOORING FINISH ON EXISTING SUBFLOOR

4.102 PREPARE AND PAINT EXISTING METAL PANEL AND PLYWOOD WALLS

4.103 PREPARE AND PAINT EXISTING METAL STAIRS, CATWALK SYSTEM

(INCLUDING STRUCTURAL ELEMENTS), AND GUARDRAILS

4.104 PROVIDE NEW SOLID SURFACE COUNTER WITH METAL BRACKET SUPPORTS

AS REQUIRED

4.105 NEW 2X2 ACT CEILING SYSTEM

4.106 APPLY SPRAY-APPLIED CLOSED-CELL INSULATION (MINIMUM R-15) TO

UNDERSIDE OF WOOD-FRAMED FLOOR SYSTEM (ABOVE ACT CEILING)

4.109 NEW MINI-BLINDS WITH ALUMINUM BLADES

1/4" = 1'-0"1

FIRST FLOOR PLAN

1/4" = 1'-0"2

SECOND FLOOR…

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File details come from the government source that posted it. Updated Aug 2, 2022.