MBMV162472_Addendum_2.pdf

MBMV162472 Addendum 1 180706.doc

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Project name:

Repair Building 6922 for Cyber

Operations Client: USPFO for Michigan

Project location: Battle Creek ANGB, MI POC: Maj Nathan Finfrock

Project number: MBMV162472 Date: July 6, 2018

TO ALL BIDDERS: You are requested to make all changes and/or additions contained in this Addendum to the Bidding Documents. Failure to acknowledge this Addendum in Proposal shall result in rejection of bid. No change to the bid due date will be made for incorporation of these items in the bid.

I. DRAWINGS

A. Drawing C-101:

1) Modify Note 3 of Site Improvement Plan Notes to be: “CONDUIT TO BE HDPE FOR

DIRECTIONAL BORING OR PVC FOR TRENCH PLACEMENT. NEW HANDHOLE

FOR BASE COMMUNICATIONS CABLE SHALL BE NOMINAL SIZE 48" X 72" X 48",

LID RATING 15,000 LBS. OR GREATER. PROVIDE INSERTS FOR CABLE RACKS

AND PULLING IRONS. SEE SPECIFICATION SECTION 270543.”

B. Drawing AD101:

1) Modify keyed notes and callouts on the plan as provided on attached drawing AD101.

C. Drawing A-102:

2) Modify general and keyed notes, and callouts on the plan as provided on attached drawing A-102.

D. Drawing A-401:

3) Modify keyed notes and callouts on the plan as provided on attached drawing A-401.

E. Drawing A-501:

4) Modify keyed notes and callouts on the plan as provided on attached drawing A-501.

F. Drawing A-602:

5) Modify finish schedule as provided on attached drawing A-602.

G. Drawing F-001

1) ADD symbols for FSS and MIS. FSS = Federal Signal UVIC Panel (See Spec 283176);

MIS = Monaco Interface Panel (See Spec 283176)

II. SPECIFICATIONS

A. Replace Section 024119 – SELECTIVE DEMOLITION in its entirety with attached specification.

B. Replace Section 095113 – ACOUSTICAL PANEL CEILINGS in its entirety with attached specification.

C. Add Section 105126 - PLASTIC LOCKERS.

D. Modify SPECIFICATION 263213 - DIESEL ENGINE GENERATORS as follows:

1) ADD Article 2.6, Paragraph F.3.aa as follows: “Motorized Damper(s) not open warning.”

2) ADD Article 2.6, Paragraph I.20 as follows: “Motorized Damper(s) not open warning.”

Addendum #1

MBMV162472 Addendum 1 180706.doc

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3) REVISE Article 2.9, Paragraph H.1 to the following: “Enclosure shall have fixed intake louver with bird screen and motorized damper and a grill protected radiator discharge opening. Motor-operated intake dampers shall be interlocked to open on unit start-up and close on unit shutdown.”

E. Add Section 270543 – UNDERGROUND PATHWAYS AND STRUCTURES FOR

COMMUNICATION SYSTEMS.

END OF ADDENDUM

4.002

4.002

4.002

4.005

4.002

4.0034.003

4.003 4.003 4.0034.003

4.003

4.003

4.003

4.005 4.005 4.005 4.005

4.006

4.006

4.0054.005

4.006

4.0054.0054.005

4.004

4.002

4.005

4.0064.006

4.006 4.006

4.006

4.007

4.009

4.010

4.010

4.023

4.010

4.011

4.011

4.011

4.013

4.014

4.012

4.012

4.006

4.016

4.010

4.015 4.015

4.016

4.015

4.016

4.015

4.016

4.015

4.016

4.015

4.016

4.015

4.016

4.015

4.015

4.015

4.016

4.015

4.015

4.016

4.016

4.015

4.0164.015

4.016

4.015

4.016

4.015

4.016

4.015

4.015

4.017

4.018

4.018

4.018

4.018

4.015

4.0174.017

4.015

4.017

4.015

4.017

4.015

4.017

4.015

4.015

4.017

4.015

4.017

4.015

4.017

4.015

4.017

4.015

4.017

4.015

4.017

4.015

4.017

4.019

4.0204.020

4.004

4.017

4.017 4.017 4.017 4.017

4.017

4.003

4.004 4.004

4.004

4.004

4.006

4.022

4.017

4.015

ENTRY

AFFOR STAFF

JOPES OPERATOR

DEPUTY

COMANDER'S

OFFICE

COMMANDER'S

OFFICE

COMANDER'S

CONFERENCE

AFFOR MEDIA

CHAPLAN HC

BREAK ROOM

PPE STORAGE

MECHANICAL

ELECTRICAL

MEN'S LOCKER

MEN'S

MEN'S

114A

JANITOR

WOMEN'S

WOMEN'S

116A

JUDGE ADVOCATE

(JAG)

CORRIDOR

DIRECTOR A-1

COMM.

A-3 CONFERENCE

AFFOR STAFF

CORRIDOR

DIRECTOR A-2

DIRECTOR A-3

DIRECTOR A-5

DIRECTOR A-6

A-6 CONFERENCE

VESTIBULE

CORRIDOR

TRAINING ROOM

AFFOR STAFF

COMM.

DIRECTOR A-4

DIRECTOR A-7

CONFERENCE

ROOM A-4/A-7

ACS EQUIPNMENT

STORAGE

MECHANICAL

ELECTRICAL

4.004 101A

103 104A 104B 106A 107

106B

116B

116A

114A

114B

119 120 121 122 125

134B

128129130

131A

4.019

4.018

4.025

4.026

4.027 4.026

4.026

4.018

4.018

4.018

4.018 4.018

4.018

4.018

4.018

4.018

4.018

4.018 4.006

4.028

4.029

A-402

113A

126C

4.018

4.019

765432

11'2'3'4'

A

B

AA

A.7

C

D

4.004

4.018

4.018

4.006

DEMOLITION PLAN GENERAL NOTES:

1. EXISTING FINISHED FIRST FLOOR ELEVATION = 100'-0".

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

ATTENTION OF THE ARCHITECT/ENGINEER FOR FINAL DECISION.

3. SLAB ON GRADE ON EITHER SIDE OF WALLS SCHEDULES FOR DEMOLITION

MAY NOT BE EXACT ELEVATION. CONTRACTOR SHALL REVIEW AND GRIND

COMPLETE FLOOR AS NECESSARY TO PROVIDE NEW FLOOR FINISHES WITH

APPEARANCE OF BEING FLAT (<1/8" IN 10').

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

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

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© 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.

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AD101

FIRST FLOOR

DEMOLITION PLAN

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

KEYED NOTES

4.015 REMOVE SUSPENDED CEILING SYSTEM INCLUDING LIGHT FIXTURES, DIFFUSERS, AND CEILING MOUNTED FIXTURES OF EQUIPMENT.

4.016 REMOVE EXISTING FLOOR FINISH, PREP EXISTING SURFACE FOR REINSTALLATION, COMPLY WITH INSTALLATION REQUIREMENTS FOR

NEW MATERIALS AS PER MANUFACTURERS RECOMMENDATIONS

4.017 SALVAGE AND STORE EXISTING CARPET FLOOR TILE, CARPET TILE TO BE REINSTALLED AND CLEANED, SEE ROOM FINISH SCHEDULE.

PREP EXISTING SURFACE FOR REINSTALLATION, COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AS PER

MANUFACTURERS RECOMMENDATIONS

4.018 REMOVE GYPSUM BOARD AND INSULATION FROM EXISTING METAL STUDS / FURRING.

4.019 REMOVE CONCRETE STOOP AND FOUNDATION.

4.020 REMOVE CONCRETE ROOF DECK ABOVE.

4.022 REMOVE ADVANTOR SYSTEM COMPONENT, COORDINATE WITH COORDINATE WITH ELECTRICAL.

4.023 REMOVE COUNTERTOP AND CASEWORK.

4.025 REMOVE GYPSUM BOARD ON THIS SIDE ONLY AND INSULATION FROM EXISTING METAL STUDS.

4.026 REMOVE GYPSUM BOARD, INSULATION AND METAL FURRING FROM WALL.

4.027 REMOVE CERAMIC TILE FROM WALL.

4.028 SALVAGE ENOOK CABINET AND STORE. SEE SHEET A-401 FOR NEW LOCATION.

4.029 SALVAGE CELL PHONE CUBBIES CABINET AND TURN OVER TO GOVERNMENT.

KEYED NOTES

4.002 REMOVE DOOR, FRAME AND HARDWARE FOR NEW INFILL IN EXISTING WALL. MATCH EXISTING WALL CONSTRUCTION AND FINISHES.

4.003 SALVAGE DOOR AND HARDWARE, REMOVE FRAME. REUSE EXISTING DOOR SEE DOOR SCHEDULE.

4.004 SALVAGE DOOR AND HARDWARE, REMOVE FRAME. REUSE EXISTING DOOR AND HARDWARE SEE DOOR SCHEDULE.

4.005 SALVAGE DOOR AND HARDWARE, REMOVE FRAME FOR NEW INFILL IN EXISTING WALL. MATCH EXISTING WALL CONSTRUCTION AND

FINISHES. REUSE EXISTING DOOR AND HARDWARE SEE DOOR SCHEDULE.

4.006 REMOVE PORTION OF WALL FOR NEW DOOR OR OPENING. COORDINATE WITH FLOOR PLAN FOR REQUIREMENTS, LOCATION AND

SIZE. COORDINATE WITH STRUCTURAL FOR LINTEL REQUIREMENTS.

4.007 REMOVE OVERHEAD DOOR, TRACK, HARDWARE AND OPENER.

4.009 REMOVE COUNTERTOP, CASEWORK AND SINK, SEE PLUMBING FOR CAPPING OR DEMOLITION OF PIPING.

4.010 SALVAGE COUNTERTOP, UPPER AND LOWER CASEWORK. CONTRACTOR TO STORE AND REINSTALL. COORDINATE WITH FLOOR PLAN

FOR LOCATIONS.

4.011 TOILET / SHOWER / LOCKER ROOMS - REMOVE CERAMIC TILE FLOOR. REMOVE TOILETS, URINALS, SINKS, SHOWERS, TOILET

PARTITIONS AND ACCESSORIES. SEE PLUMBING FOR CAPPING OR DEMOLITION OF PIPING.

4.012 REMOVE LOCKERS AND LOCKER BASE (METAL STUD CONSTRUCTION).

4.013 REMOVE UTILITY / JANITOR SINKS. SEE PLUMBING FOR CAPPING OR DEMOLITION OF PIPING.

4.014 REMOVE DRINKING FOUNTAIN. SEE PLUMBING FOR CAPPING OR DEMOLITION OF PIPING.

12/14/17 B3 FINAL

1 07/06/18 ADDENDUM 01

4.105

+/- 26' - 10"

A-301

A-301

A-301

A-302

A-302

4.115

A-501

A-501

SIM

4.120

4.120

4.120

765432

11'2'3'4'

A

B

AA

A.7

C

D

4.120

4.120

4.120

ROOF PLAN GENERAL NOTES:

1. EXISTING FINISHED FIRST FLOOR ELEVATION = 100'-0".

2. ALL DETAILS, SECTIONS AND NOTES SHOWN ARE INTENDED TO BE TYPICAL

AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE. FIELD VERIFY ALL

DIMENSIONS, BRING ANY DISCREPANCIES TO THE ATTENTION OF THE

ARCHITECT/ENGINEER FOR FINAL DECISION.

3. CONTRACTOR SHALL COORDINATE LOCATION OF PRE-MANUFACTURED

ROOF CURBS, DUCT PENETRATIONS, AND PIPING PENETRATIONS WITH

PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS

TO PROVIDE FLASHING AND ROOFING TERMINATION IN ACCORDANCE WITH

EPDM ROOFING MANUFACTURER'S DETAILS. WHERE DETAILS ARE NOT

PROVIDED BY ROOFING MANUFACTURER FOR SPECIAL CONDITIONS

CONTRACTOR TO OBTAIN DETAILS FROM ROOFING MANUFACTURER'S

REPRESENTATIVE.

4. MEMBRANE ROOFING SYSTEM PROVIDE 1/4" MINIMUM SLOPE.

5. PROVIDE 1/2" MINIMUM SLOPE ON ALL CRICKETS AND SADDLES.

6. CONTRACTOR TO MATCH EXISTING ROOF SYSTEM, CARLISLE SURE-WHITE

60 MIL EPDM, FULLY ADHERED TO TWO LAYERS OF ROOF INSULATION WITH

STAGGERED JOINTS OVER 1/2" SUBSTRATE WITH VAPOR RETARDER SYSTEM.

MATCH EXISTING INSULATION THICKNESS. ROOF EPDM MODIFICATIONS MUST

MAINTAIN EXISTING CARLISLE WARRANTY, CONTACT MANUFACTURER FOR

RECOMMENDED PROCEDURES AND INSTALLATION METHODS TO MAINTAIN

CURRENT ROOF WARRANTY.

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

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

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© 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.

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ROOF PLAN

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B B

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

1/8" = 1'-0"1

ROOF PLAN

KEYED NOTES

4.105 INSTALL EPDM MEMBRANE ROOF SYSTEM OVER STRUCTURAL DECK IN THIS AREA. APPROXIMATELY

1010 SQ. FT. MAINTAIN SLOPE OF ROOF TO EXISTING ROOF DRAINS. CONTRACTOR TO MATCH

EXISTING ROOF SYSTEM, CARLISLE SURE-WHITE 60 MIL EPDM, FULLY ADHERED TO TWO LAYERS OF

ROOF INSULATION WITH STAGGERED JOINTS OVER 1/2" SUBSTRATE WITH VAPOR RETARDER

SYSTEM. MATCH EXISTING INSULATION THICKNESS. ROOF EPDM MODIFICATIONS MUST MAINTAIN

EXISTING CARLISLE WARRANTY, CONTACT MANUFACTURER FOR RECOMMENDED PROCEDURES AND

INSTALLATION METHODS.

4.115 ROOF DRAIN, SEE PLUMBING PLANS

4.120 PATCH ALL LOCATIONS WHERE EQUIPMENT AND PIPE PENETRATIONS ARE REMOVED. PATCHING TO

MAINTAIN ROOFING WARRANTY. COORDINATE WITH MECHANICAL.

12/14/17 B3 FINAL

1 07/06/18 ADDENDUM 01

R E

F

REF.REF.

PASSAGE

MEN'S

VESTIBULE 106

MEN'S

WOMEN'S

JANITOR

BREAK ROOM

WOMEN'S

LOCKER

MEN'S

LOCKER

PASSAGE

CONFERENCE

ROOM

ACOS / EXEC

OPEN OFFICE

G.O. OFFICE

A

A

A

A

A

106A

110A

4' - 0"

1' - 5 1/2"

4' - 6" 3' - 11 1/4"

6' - 5 7/8" 5' - 3 3/4" 21' - 2" 17' - 5 3/4" 6' - 4 7/8" 8' - 5 1/4"

/8

/4

/4

/2

5' - 3 5/8"

/4

11' - 9 5/8" 5' - 5 5/16" 3' - 4 7/8" 3' - 4 7/8" 3' - 4 7/8" 3' - 4 1/4" 3' - 9 11/16" 3' - 4 7/8" 3' - 4 7/8" 3' - 4 7/8" 5' - 0"

11' - 9 5/8"

/8

SA6

SA3

FC3

SA3

SA6SA6

SA6

SA6SA6

SA6

SA3

SA3

SA3

SA3

SA3 FC3 FC3 SA3 SA3

SA6

FC3

SA6

FC3

A-401

A-401

A-401

A-401

A-4021

GB-2

GB-1

GB-3

TPD

3' - 1" 3' - 1" 3' - 1" 5' - 0"

GB-1

GB-3

TPD

5' - 0" 3' - 1" 3' - 1"

SND

GB-2

TPD

SND

TPD

SNDTPDTPDTPDURS

PTD PTD PTD

PTD

SDSDSDSDSDSDSD

FSS

VSC

VSC

RH

FSS

VSC

VSC

RH

FSS

VSC

VSC

RH

FSS

VSC

VSC

RH

FSS

VSC

VSC

RH

PART PART

EWC

4.136 4.137

4.106

4.1364.136

4.108

A-402

A-402

A-402

A-301

A-301

4.1084.108

4.1104.110

TYP.

3' - 0" CLR. 1' - 6"

FSS

VSC

VSC

RH

TYP.

3' - 0" CLR.

FSS

VSC

VSC

RH

SA3

A-602 TYP

A-402

FC3

FC3

1' - 5 1/2"

2' - 10 1/2" 2' - 10 1/2" 2' - 10 1/2" 3' - 0 1/2" 3' - 1" 3' - 1" 5' - 1" 1' - 6" 1' - 6" 5' - 1" 3' - 1"

1' - 6" 3' - 0" 3' - 0" 3' - 0"3' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 6"

4.1274.127

4.128

A-402

4.129

FC3

120"

FSS FSS

FSS

GB-1

GB-3

MIR2

SA6

4.136

4.136

4.136

4.136

4.137 4.136

4.106

4.106

4.106

4.106

FD = FLOOR DRAIN (PITCH FLOOR TO DRAIN)

EWC = ELECTRIC WATER COOLER

FSS = FOLDING SHOWER SEAT

GB1 = GRAB BAR (42" L. x 33" A.F.F.)

GB2 = GRAB BAR (36" L. x 33" A.F.F.)

GB3 = GRAB BAR (18"" L. x 39" A.F.F.)

MS = MOP STRIP

MIR1 = MIRROR (2'-0"w. x 4'-0"h.)

MIR2 = MIRROR (2'-6"w. x 5'-0"h.)

PTD = PAPER TOWEL DISPENSER/DISPOSAL (GFCI)

PART = TOILET PARTITION

RH = ROBE HOOKS (3 HOOKS)

SCR = SHOWER CURTAIN ROD

SD = LIQUID SOAP DISPENSER (GFCI)

SND = SANITARY NAPKIN DISPOSAL UNIT

TPD = TOILET PAPER DISPENSER (GFCI)

URS = URINAL SCREEN

VSC = VINYL SHOWER CURTAIN

TOILET ROOM ACCESSORY GENERAL NOTES:

1. LAVATORIES IN TOILET ROOM ARE SOLID SURFACE COUNTERTOPS WITH

UNDERCOUNTER MOUNTED BOWLS, BACKSPLASH SHALL BE INTEGRAL

WITH COUNTERTOP.

2. PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED ACCESSORIES.

3. ALL DOORS AND DRAWERS IN CASEWORK TO HAVE LOCKS AND KEYS.

4. ALL EXPOSED SURFACES OF MILLWORK TO BE P. LAMINATE ON 3/4" PART. BD.,

TYPICAL, UNLESS NOTED OTHERWISE.

5. PROVIDE MOISTURE- AND MOLD-RESISTANT GYPSUM BOARD, AND TILE

BACKING GYPSUM BOARD AS SPECIFIED AND AS REQUIRED BY THE BUILDING

CODE.

6. SEE "ARCHITECTURAL FINISH LIST" IN SPECIFICATIONS FOR MATERIAL

INFORMATION.

7. SEE SHEET A-602 FOR "FINISH" ABBREVIATIONS.

8. SEE SHEET A-121 FOR "CEILING FINISH" ABBREVIATIONS.

9. SEE DETAIL 8/A-401 FOR ALL TOILET ACCESSORY MOUNTING HEIGHTS.

10. ALL TOWEL PINS MOUNTED AT 6' AND 3' ABOVE FINISHED FLOOR UNLESS

NOTED OTHERWISE.

11. VERIFY WALL DIMENSIONS WITH LOCKER MANUFACTURER PRIOR TO

CONSTRUCTION.

TOILET ACCESSORY KEY

M A

X

"M

A X

MIN

1'-3"

(URS)

URINAL

URINAL

@ NON-ADA

ACCESSIBLE

@ ADA

ACCESSIBLE

'-1

URINAL

SCREEN

(URS)

TOILET

PARTITION

(PART)

FLOOR LINE

MAX

6"

MAX

1' - 0"

T

O

GRAB BAR,

REQD (GB3)

GRAB BAR,

REQD (GB1)

GRAB

BAR,

REQD

(GB2)

(2) TOILET PAPER

DISPENSER DBL

ROLL (TPD)

SANITARY NAPKIN

DISPOSAL (SND)

WALL

MOUNT

TOILET

41"

39" TO

MIN

3' - 6"

1' - 6" 7" 8"

MIN

3' - 0"

A D

A R

E Q

M A

X

SOAP

DISPENSER

(SD)

LAVATORY

MIRROR

(MIR)

C L R

M A

X

M A

X

ELECTRIC

WATER

COOLER

HI-LO

(EWC)

M

IN

SHOWER

CURTAIN

ROD

(SCR)

ROBE

HOOKS

(RH)

PAPER

TOWEL

DISP.

(PTD)

SANITARY

NAPKIN

DISPOSAL

(SND)

"FAUCET ON

OPPOSITE WALL

FROM MOP

STRIP

(IF APPLICABLE)

SHELF W/

MOP STRIP

(MS)

MOP BASIN

FIRE

EXTINGUISHER

CABINET

(FEC)

M A

X

FOLDING

SHOWER

SEAT

(FSS)

MAX

2' - 3"

1' - 4" SHOWER HEIGHT

ACCESSORIES

M A

X

T.O. HOSE MOUNTING

BRACKET

DESIGN OPTION, STD HEAD

FLEXIBLE SHOWER SPRAY HOSE - 60" L

SINGLE LEVEL MIXING VALVE CONTROL

GRAB BAR (GB4)

MEN'S

MIR1 MIR1 MIR1

PTD

SD SD PTD8

A-402

4.203

MEN'S

URS URS

PART

TPDTPD

GB2

GB1

GB3

TPD TPD

4.203

GB1

GB3

MEN'S

LOCKER

4.106

4.106

4.106

VSC

SCR

FSS

RH

SCR SCR

VSC

FSS

RH

VSC

FSS

RH

VSC

FSS

RH

SA6

4.203

SCR

WOMEN'S

MIR1

EHD

SD

MIR1

SDPTD 8

A-402

4.203

WOMEN'S

TPD

GB2

GB1

GB3

SND

TPD

SND

TPD

SND

PART

4.203

WOMEN'S

LOCKER

VSC

SCR

FSS

RH

VSC

FSS

RH

SCR

4.106

SCR

VSC

FSS

RH

4.203

CTB-1

CT-1

CT-1

CT-2

CT-2

SEE SHEET A-602 FOR TILE FINISH INFORMATION

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

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

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© 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.

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ENLARGED

INTERIOR PLANS

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

1/4" = 1'-0"1

ENLARGED FLOOR PLAN

1/4" = 1'-0"8

ACCESSORY MOUNTING HEIGHTS

1/4" = 1'-0"2

INTERIOR ELEVATION

1/4" = 1'-0"3

INTERIOR ELEVATION

1/4" = 1'-0"4

INTERIOR ELEVATION

1/4" = 1'-0"5

INTERIOR ELEVATION

1/4" = 1'-0"6

INTERIOR ELEVATION

1/4" = 1'-0"7

INTERIOR ELEVATION

KEYED NOTES

4.106 12" X 48" HDPE BENCH WITH STAINLESS STEEL TRAPEZOID PEDESTALS,

COLOR TO BE SELECTED BY GOVERNMENT REPRESENTATIVE.

4.108 REFRIGERATOR GFCI.

4.110 COFFEE MAKER GFCI.

4.127 ALIGN GYPSUM BOARD OF NEW PARTITION WITH EXISTING GYPSUM BOARD.

4.128 INSTALL EXISTING ENOOK CABINET.

4.129 RECESSED PLASTIC LAMINATE ELECTRONIC DEVICE STORAGE CABINET.

4.136 DOUBLE TIER HDPE LOCKERS.

4.137 SINGLE TIER HDPE LOCKERS.

4.203 SEE DETAIL 9/A-401 FOR TYPICAL WALL TILE ELEVATION.

1/2" = 1'-0"9

TOILET, SHOWER AND LOCKER ROOM

TYPICAL WALL TILE ELEVATION

12/14/17 B3 FINAL

1 07/06/18 ADDENDUM 01

PRE-FINISHED METAL CAP

FLASHING WITH CONTINUOUS

KEEPERS, MATCH EXISTING

2x BLOCKING, MATCH EXISTING

INSTALL EPDM MEMBRANE ROOF

SYSTEM AS SPECIFIED

1 1/2" ROOF DECK - SEE STRUCTURAL

BAR JOIST - SEE STRUCTURAL

CONT. SEALANT

JOIST BEARING

SEE STRUCTURAL

1/2 PLYWOOD ATTACHED TO

BONDBEAM, MATCH EXISTING

3/4 PLYWOOD, MATCH EXISTING

EXISTING WALL

1/2" SUBSTRATE WITH

VAPOR RETARDER SYSTEM

EXISTING WALL

NEW CMU BLOCK MATCH EXISTING.

TOOTH BLOCK INTO EXISTING.

NEW FACE BRICK, COLOR TO MATCH

EXISTING. TOOTH BRICK INTO

EXISTING. MATCH EXISTING BRICK

WALL REVEALS.

2" RIGID INSULATION OVER FLUID APPLIED

AIR BARRIER (SHOWN DASHED)

WEEP VENTS AT 24" O.C.

5/8" GYP. BD. OVER 3 5/8" FURRING

CONTINUOUS SEALANT AND

BACKER ROD

GYP. BD. JOINT

#5 DOWEL AT CENTER OF OPENING,

GROUT REINFORCED CORE SOLID

EXISTING WALL

NEW CMU BLOCK MATCH EXISTING.

TOOTH BLOCK INTO EXISTING.

NEW FACE BRICK, COLOR TO MATCH

EXISTING. TOOTH BRICK INTO

EXISTING. MATCH EXISTING BRICK

WALL REVEALS.

2" RIGID INSULATION OVER FLUID

APPLIED AIR BARRIER (SHOWN

DASHED)

5/8" GYP. BD. OVER 3 5/8" FURRING

CONTINUOUS SEALANT AND

BACKER ROD

GYP. BD. JOINT

NEW CMU BLOCK MATCH EXISTING.

TOOTH BLOCK INTO EXISTING.

NEW FACE BRICK, COLOR TO MATCH

EXISTING. TOOTH BRICK INTO

EXISTING. MATCH EXISTING BRICK

WALL REVEALS.

2" RIGID INSULATION OVER FLUID APPLIED

AIR BARRIER (SHOWN DASHED)

WEEP VENTS AT 24" O.C.

5/8" GYP. BD. OVER 3 5/8" FURRING

METAL FLASHING WITH DRIP MATCH EXISTING

CONTINUOUS CAVITY DRAINAGE MATERIAL

EXISTING FLOOR SLAB

FLEXIBLE THROUGH WALL FLASHING, OVERLAP

AND SEAL TO METAL FLASHING WITH DRIP

#5 DOWEL AT CENTER OF

OPENING, DRILL AND EPOXY

MININUM 1'-3" EMBED

#5 DOWEL AT CENTER OF OPENING,

GROUT REINFORCED CORE SOLID

ROOF MEMBRANE SYSTEM

EPDM FLASHING AND

SEALANTS

FLEXIBLE FLASHING BOOT

STAINLESS STEEL ADJUSTABLE

BOOT CLAMP (CUT OFF EXCESS)

CONTINUOUS SEALANT

NOTE:

COORDINATE LOCATION, SIZE AND

QUANTITY WITH MECHANICAL AND

ELECTRICAL CONTRACTOR.

1/2" TO 6"

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1/2" SUBSTRATE WITH

VAPOR RETARDER SYSTEM

1' - 0" MIN 1' - 0" MIN

PROVIDE WALL BRACKETS AT 6'-0" OC

12" 1"

RAISED FLOOR SYSTEM WITH RFT FINISHEXISTING CONCRETE

WITH RFT FINISH

1 1/2"

SEE PLAN FOR PARTITION TYPE,

PROVIDE BLOCKING AS REQ'D

1 1/2 STD STEEL PIPE HANDRAIL.

WELD AND GRIND SMOOTH

ALL JOINTS

STEEL HANDRAIL BRACKET BOLTED TO

HANDRAIL, ATTACH TO WALL AT 38"

O.C. MAX, OR WELDED TO STEEL

INTERMEDIATE POSTS AT 38" O.C. MAX

SEE SPECIFICATION SECTION 09910

FOR PAINT REQUIREMENTS.

PAINT COLOR TO MATCH EXISTING

BASE STANDARD (DARK BRONZE)

/2

SEE PLAN FOR WALL TYPE,

PROVIDE BLOCKING AS REQ'D

1 1/2 STD STEEL PIPE

HANDRAIL. WELD AND

GRIND SMOOTH ALL JOINTS

2 1/4" RADIUS

3/16" x 3 1/2" DIA. STEEL PLATE WELD

TO HANDRAIL, ATTACH TO WALL AS

REQ'D FOR PARTITION TYPE

SEE SPECIFICATION SECTION 09910

FOR PAINT REQUIREMENTS.

PAINT COLOR TO MATCH EXISTING

BASE STANDARD (DARK BRONZE)

CONCRETE LANDING AND/OR TREAD

PL3/8x3x0'-6" ANCHOR PLATE WITH

(2) 3/4" DIA EXPANSION ANCHORS

1 1/2 STD STEEL PIPE HANDRAIL

SEE SPECIFICATION SECTION 09910

FOR PAINT REQUIREMENTS.

PAINT COLOR TO MATCH EXISTING

BASE STANDARD (DARK BRONZE)

1 1/2 STD STEEL VERTICAL POSTS,

MAXIMUM POST SPACING OF 4'-0" O.C.

1 1/2 STD REMOVABLE STEEL PIPE

GUARDRAIL ASSEMBLY (PAINTED)

RAIL POST SLEEVE (TYP.)

(PAINTED)

4" 5' - 0" MAXIMUM 4"

V E

R

IF

Y

SEE SPECIFICATION SECTION 09910

FOR PAINT REQUIREMENTS.

PAINT COLOR TO MATCH EXISTING

BASE STANDARD (DARK BRONZE)

1 1/2 STD STEEL PIPE GUARDRAIL,

MAXIMUM POST SPACING OF 5'-0"

(UNLESS NOTED OTHERWISE ON

PLANS) (PAINTED)

RAIL POST SLEEVE AT ENDS/WALL AND

5'-0" MAX. BETWEEN. 2" DIAMETER STEEL

PIPE. WELDED TO CHANNEL. (PAINTED)

1" x 1"x SOLID STOP PLATE

WELDED TO POST (PAINTED)

EASED EDGES

1/4

1/4

CONCRETE LANDING

PL3/8x12x10" WIDE ANCHOR PLATE

WITH (2) 3/4" DIA EXPANSION

ANCHORS (PAINTED)

SEE SPECIFICATION SECTION 09910

FOR PAINT REQUIREMENTS.

PAINT COLOR TO MATCH EXISTING

BASE STANDARD (DARK BRONZE)

1 1/2 STD STEEL PIPE GUARDRAIL

(PAINTED)

DUCT PENETRATING

ROOF STRUCTURE

20 GA. GALVANIZED METAL DECK

CLOSURE (TYPICAL 4 SIDES)

OPENING FRAMING, SEE STRUCTURAL.

NOTES:

1. COORDINATE LOCATION, SIZE AND QUANTITY

WITH MECHANICAL AND ELECTRICAL CONTRACTOR.

2. CURBS FOR ROOFTOP MECH. EQUIP. SUPPLIED BY MECHANICAL

CONTRACTOR (UNLESS NOTED OTHERWISE).

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ROOF TOP MECHANICAL EQUIPMENT

(SEE MECHANICAL DRAWINGS)

METAL FLASHING WITH

CONT. METAL CLEAT

MEMBRANE FLASHING

(RUN OVER TOP OF CURB)

PRE-MANUFACTURED

ROOF CURB

MEMBRANE ROOFING SYSTEM

TYPICAL LAP SEAM

1/2" SUBSTRATE WITH

VAPOR RETARDER SYSTEM

CUT 2 x 4 AND 2 x 12 FOR

FLUSH AND LEVEL FIT

ROOFING SUBSTRUCTURE

NOTES:

1. COORDINATE LOCATION, SIZE AND QUANTITY

WITH MECHANICAL AND ELECTRICAL CONTRACTOR.

ROOF TOP MECHANICAL EQUIPMENT

(SEE MECHANICAL DRAWINGS)

METAL FLASHING WITH

CONT. METAL CLEAT

MEMBRANE FLASHING

(RUN OVER TOP OF CURB)

MEMBRANE ROOFING SYSTEM

SEE TYPICAL LAP SEAM DETAIL

M

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(2) LAYERS 1/2" PLYWOOD

1/2" SUBSTRATE WITH

VAPOR RETARDER SYSTEM

PRE-FINISHED METAL CAP FLASHING

WITH CONTINUOUS KEEPERS, MATCH

EXISTING SCREEN WALL

2x BLOCKING

CONT. SEALANT

TOP OF WALL

114'-0"

1/2 PLYWOOD ATTACHED TO BOND BEAM

3/4 PLYWOOD

8" CMU BLOCK PAINT TO MATCH

EXISTING SCREEN WALL

TOP OF WALL

SEE STRUCTURAL

BOND BEAM WITH (2) #5 BARS

CONTINOUS, TYPICAL

BOND BEAM WITH (2) #5 BARS

CONTINOUS, TYPICAL

VERTICAL WALL REINFORCEMENT,

SEE STRUCTURAL

4" BRICK VENEER MATCH EXISTING

SCREEN WALL

M

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FOUNDATION WALL, SEE

STRUCTURAL

WEEP VENTS AT 24" O.C. TOP AND

BOTTOM OF WALL

GROUT SOLID

CONTINUOUS CAVITY DRAINAGE MATERIAL

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

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

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© 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.

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EXTERIOR PLAN

DETAILS

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

1 1/2" = 1'-0"1

PARAPET CAP

1 1/2" = 1'-0"2

MASONRY INFILL HEAD

1 1/2" = 1'-0"4

MASONRY INFILL JAMB

1 1/2" = 1'-0"3

MASONRY INFILL SILL

1 : 16

PIPE PENETRATION -EPDM

3/4" = 1'-0"8

TYP. RAMP HANDRAIL EXTENSION

3" = 1'-0"9

RAMP HANDRAIL TO WALL SUPPORT

3" = 1'-0"10

TYP. RAMP HANDRAIL RETURN

1" = 1'-0"11

HANDRAIL SECTION

1/2" = 1'-0"12

REMOVABLE GUARDRAIL ELEVATION

1" = 1'-0"13

REMOVABLE GUARDRAIL SECTION

1 1/2" = 1'-0"5

EPDM MECHANICAL DUCT PENTRATION CURB

1 1/2" = 1'-0"7

EPDM EQUIPMENT CURB FLASHING

12/14/17 B3 FINAL

1 07/06/18 ADDENDUM 01

1 1/2" = 1'-0"14

PARAPET CAP

PAINTED WALL, REFER TO

ARCHITECTURAL FINISH

PLANSPARTITION, AS SCHEDULED

SCHLUTER RONDEC

WALL TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

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WALL TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

COVE TILE BASE

PARTITION, AS SCHEDULED

ADHESIVE

CERAMIC FLOOR TILE,

REFER TO

ARCHITECTURAL FINISH

PLANS

ALUMINUM TRANSITION STRIP

WALL FINISH

PARTITION TYPES

PARTITION WIDTH

AS NOTED ON

PARTITION

(AS SCHEDULED)

ALUMINUM CORNER (TYP. AT

ALL OUTSIDE CORNERS)

METAL TRANSITION (1/8" - 3/8")

FASTENED TO CONCRETE

SLAB

SOLID VINYL FLOOR TILE,

REFER TO ARCHITECTURAL

FINISH PLANS

CERAMIC FLOOR TILE WITH

GROUT JOINT ABUTTING

TRANSITION STRIP, REFER TO

ARCHITECTURAL FINISH PLANS

FOR RUBBER FLOOR TILE (RFT) :

FEATHER LATEX OVER +/- 24" TO

RAISE RUBBER TO TOP OF

METAL EDGE.

CONCRETE SLAB

METAL EDGE TRANSITION,

FASTENED TO CONCRETE

SLAB

FEATHER LATEX OVER +/- 24"

TO RAISE TILE OR VINYL TO

TOP OF METAL EDGE

CARPET, REFER TO

ARCHITECTURAL FINISH PLANS

CONCRETE SLAB

SOLID VINYL FLOOR TILE,

REFER TO ARCHITECTURAL

FINISH PLANS

CORNER GUARD AS

SPECIFIED, WITH TOP AND

BOTTOM CAPS, INSTALL PER

MANUFACTURER'S

REQUIREMENTS

PROVIDE MINIMUM

CLEARANCE FROM INSTALLED

WALL BASE

C L

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WALL BASE, REFER TO

FINISH PLANS AND ROOM

FINISH SCHEDULE

SHOWER TILE, REFER TO

ARCHITECTURAL FINISH PLANS

SHOWER TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

SHOWER TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

FLOOR TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

SHOWER TILE, REFER TO

ARCHITECTURAL FINISH

PLANSCONCRETE SLAB

CONCRETE SLAB

SQUARE

INLET

DRAIN

SQUARE

INLET

DRAIN

1/4" 12" 1/4"

12" 1/4"

12" 1/4"

12"

POURED CONCRETEPOURED CONCRETE - SLOPE

TO DRAIN

POURED CONCRETE - SLOPE

TO DRAIN

POURED CONCRETE - SLOPE

TO DRAIN

WATERPROOF MEMBRANE AND

VAPOR RETARDER EXTEND TO

SHOWER DRAIN CLAMPING RING

AS SPECIFIED

WATERPROOF MEMBRANE AND

VAPOR RETARDER EXTEND TO

SHOWER DRAIN CLAMPING RING

AS SPECIFIED WATERPROOF MEMBRANE

AND VAPOR RETARDER AS

SPECIFIED

WALL TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

6 1/2"

SLOPE BACK TO

LOCKER ROOM

FLOOR TILE

ELEVATION

ARCHITECTURAL FINISHES SCHEDULE

FINISH

NUMBER FINISH DESCRIPTION

PRODUCT DESCRIPTION

REMARKSMANUFACTURER MODEL NUMBER STYLE COLOR SIZE

ACP-1 ACCOUSTIC CEILING PANEL - TYPE 1 USG 2220 RADAR CLIMA PLUS WHITE 24"x24" TYPICAL CEILING

ACP-2 ACCOUSTIC CEILING PANEL - TYPE 2 USG 56099 CLEANROOM CLIMA PLUS WHITE 24"x24" SERVER ROOM CEILING

ACP-3 ACCOUSTIC CEILING PANEL - TYPE 3 USG 3260 SHEETROCK WHITE 24"x24" TOILET AND LOCKER ROOM CEILING

CPT-1 CARPET - TYPE 1 J & J INVISION HIGHWIRE MODULAR 388 BREATHTAKING REUSE EXISTING CARPET TILE AND REINSTALL.

CT-1 CERAMIC TILE - TYPE 1 CROSSVILLE A1101 COLOR BLOX SAND BOX 12"x6" WALL FIELD COLOR - HORIZONTAL

CT-2 CERAMIC TILE - TYPE 2 CROSSVILLE A1103 COLOR BLOX BLUE SUEDE SHOES 6"x6" WALL ACCENT BANDING

CT-3 CERAMIC TILE - TYPE 3 CROSSVILLE A1108 COLOR BLOX SEA OTTER 12"X12"

CT-4 CERAMIC TILE - TYPE 4 CROSSVILLE A1108 COLOR BLOX SEA OTTER 2"X2" MOSAIC SURROUNDING FLOOR DRAINS & SHOWER RECEPTACLES

CTB-1 CERAMIC TILE BASE- TYPE 1 CROSSVILLE A1108 COLOR BLOX SEA OTTER 12"x6" COVE BASE

GR-1 GROUT COLOR - TYPE 1 BOSTIK H189 ALABASTER WALL GROUT IN TOILET

GR-2 GROUT COLOR - TYPE 2 BOSTIK H197 CLAY FLOOR GROUT IN TOILET

PLAM PLASTIC LAMINATE - TYPE 1 FORMICA 8842-WR LAMINATE WEATHERED ASH

PT-1 PAINT COLOR - TYPE 1 SHERWIN WILLIAMS SW 6103 KILIM BEIGE EXISTING; USE THROUGHOUT WITH ACCENT COLORS

PT-2 PAINT COLOR - TYPE 2 SHERWIN WILLIAMS SW 7007 CEILING BRIGHT WHITE CEILING/SOFFITS/BULKHEADS/COMM ROOMS/MEHCANICAL ROOMS/ELECTRICAL ROOMS

PT-3 PAINT COLOR - TYPE 3 SHERWIN WILLIAMS SW 7069 IRON ORE ALL DOOR FRAMES, HOLLOW METAL DOOR

PT-4 PAINT COLOR - TYPE 4 SHERWIN WILLIAMS SW 7018 DOVETAIL ACCENT COLOR OFFICES

PT-5 PAINT COLOR - TYPE 5 SHERWIN WILLIAMS SW 7075 WEB GRAY ACCENT COLOR BREAK ROOM, CONFERENCE ROOM, OPEN OFFICE 112, COF 142 AND TEAMS

RB-1 RUBBER WALL BASE - TYPE 1 JOHNSONITE COVE 20 CHARCOAL 4" 4" HIGH BASE

RF-1 RAISED FLOOR - TYPE 1 NEVERMAR MR60005-T WINTER GRAY MATRIX TO BE INSTALLED ON ACCESS FLOOR SYSTEM ONLY

RT-1 RUBBER TILE - TYPE 1 JOHNSONITE HNSP-LA3 SPECKLED RUBBER TILE SEASPRAY WG 24"X24" TO BE INSTALLED ON ACCESS FLOOR SYSTEM ONLY; SURFACE TEXTURE: HAMMERED

SC SEALED CONCRETE

SS-1 SOLID SURFACE - TYPE 1 CORIAN TERRA COLLECTION BLUE PEBBLE

VCT-1 VINYL COMPOSITION TILE - TYPE 1 AZROCK CG405 CORTINA GRANDE CINDER WHITE 16"x16"

VCT-2 VINYL COMPOSITION TILE - TYPE 2 AZROCK CG513 CORTINA GRANDE SPLASH 16"x16"

VCT-3 VINYL COMPOSITION TILE - TYPE 3 AZROCK CG511 CORTINA GRANDE COOL CRETE 16"x16"

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MTL HEIGHT

101 ENTRY LOBBY VCT-1, VCT-2,

VCT-3

RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0" SEE SHEET A-702 FOR VCT PATTERN

102 PASSAGE VCT-1, VCT-2,

VCT-3

RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0" SEE SHEET A-702 FOR VCT PATTERN

103 CONFERENCE ROOM CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0"

104 PASSAGE VCT-1, VCT-2,

VCT-3

RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0" SEE SHEET A-702 FOR VCT PATTERN

105 MEN'S VESTIBULE CT-3 CT-3 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 ACP-3 9'-0"

106 MEN'S CT-3 CT-3 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 ACP-3 9'-0"

107 MEN'S LOCKER CT-3 CT-3 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 ACP-3 9'-0"

108 WOMEN'S CT-3 CT-3 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 ACP-3 9'-0"

109 WOMEN'S LOCKER CT-3 CT-3 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 CT-1, CT-2 ACP-3 9'-0"

110 JANITOR VCT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0"

111 BREAK ROOM VCT-1, VCT-2,

VCT-3

RB-1 PT-1 PT-1 PT-5 PT-5 ACP-1 9'-0" SEE SHEET A-702 FOR VCT PATTERN

112 OPEN OFFICE CPT-1 RB-1 PT-5 PT-5 PT-5 PT-5 ACP-1 9'-0"

112B STORAGE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0"

113 G.O. OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

114 ACOS / EXEC CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

115 STORAGE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0"

116 ACOS COMMANDER CPT-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-1 9'-0"

117 PASSAGE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0"

118 CONFERENCE ROOM CPT-1 RB-1 PT-1 PT-1 PT-1 PT-5 ACP-1 9'-0"

119 OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

120 A2/A6 CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

121 A3/A5 CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

122 A4/A7 CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

123 A1 CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

124 ACOS AFFOR CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 12'-0"

125 OPEN OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0"

125B STORAGE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0"

126 COS COMMANDER CPT-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-1 9'-0"

127 SUPER CPT-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-1 9'-0"

128 DIRECTOR OF OPS CPT-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-1 9'-0"

129 FIRST SGT CPT-1 RB-1 PT-1 PT-4 PT-1 PT-1 ACP-1 9'-0"

130 MAN TRAP VCT-1, VCT-2,

VCT-3

RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0" SEE SHEET A-702 FOR VCT PATTERN

131 SSO CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 ACP-1 9'-0"

132 PASSAGE VCT-1, VCT-2,

VCT-3

RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 9'-0" SEE SHEET A-702 FOR VCT PATTERN

133 ASC/IDS VCT-1 RB-1 PT-1 PT-1 PT-1 PT-4 PT-2 -

134 PASSAGE VCT-1,

VCT-2,VCT-3, RT-1

RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 VARIES SEE SHEET A-702 FOR VCT PATTERN

135 TEAMS RT-1 RB-1 PT-5 PT-5 PT-5 PT-5 PT-2 -

136 WEAPONS / INTEL RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 10'-6"

137 FLT A RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 10'-6"

138 FLT B RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 10'-6"

139 CONFERENCE RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-2 11'-6"

140 TRAINING RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-2 11'-6"

141 FIRE CLOSET RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 -

142 COF RT-1 RB-1 PT-5 PT-5 PT-5 PT-5 PR-2 -

143 CYBER MAINTENCE / OPEN STORAGE RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 11'-6"

144 SERVER RF-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-2 11'-6"

145 COS MECHANICAL SC RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 -

146 COS ELECTRICAL SC RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 -

147 ACOS MECHANICAL SC RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 -

148 ACOS ELECTRICAL SC RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 -

149 ACOS COMM. SC RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 -

150 COS COMM. SC RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 -

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

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

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© 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.

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3141900-160242.01

KAS

RCL

DECEMBER 14, 2017

JTP

3" = 1'-0"1

TILE WAINSCOT

6" = 1'-0"2

TILE WALL BASE

3" = 1'-0"3

WALL TILE OUTSIDE CORNER

6" = 1'-0"4 TRANSITION - CT or RFT/SVT

6" = 1'-0"5

TRANSITION - CPT/SVT

1/2" = 1'-0"7

CORNER GUARD ELEVATION

3" = 1'-0"6

SHOWER TILE BASE

NOTE: EXISTING MILLWORK IS TO BE RE-USED. IF REPAIRS ARE NEEDED USE FORMICA STORM 912-58 AND/OR FORMICA SHOJI SCREEN 3696-58 TO MATCH.

12/14/17 B3 FINAL

1 07/06/18 ADDENDUM 01

024119 - 1 SELECTIVE DEMOLITION

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected site elements.

2. Salvage of existing items to be reused or recycled.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse and/or store.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 PREDEMOLITION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review structural load limitations of existing structure.

3. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

4. Review areas where existing construction is to remain and requires protection.

1.4 INFORMATIONAL SUBMITTALS

A. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

B. Proposed Protection Measures: Submit report, including drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers.

C. Schedule of selective demolition activities indicating the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity.

2. Interruption of utility services.

3. Coordination for shutoff, capping, and continuation of utility services.

SELECTIVE DEMOLITION 024119 - 2

4. Detailed sequence of selective demolition and removal work to ensure uninterrupted progress of Government's on-site operations.

5. Coordination of Government's continuing occupancy of portions of existing building and of Government’s partial occupancy of completed Work.

6. Locations of temporary partitions and means of egress.

1.5 CLOSEOUT SUBMITTALS

A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

1.7 FIELD CONDITIONS

A. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.

B. Notify Contracting Officer of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify COR. Hazardous materials will be removed by Government under a separate contract.

D. Storage or sale of removed items or materials on-site is not permitted.

E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1.8 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. Notify warrantor before proceeding. Existing warranties include the following:

1. Roof System – Carlisle Syntec Systems.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

024119 - 3 SELECTIVE DEMOLITION

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Contracting Officer.

D. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs.

3.2 PREPARATION

A. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Arrange to shut off utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

SELECTIVE DEMOLITION 024119 - 4

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

3.4 PROTECTION

A. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Comply with requirements for access and protection specified in Section 015000 "Temporary Facilities and Controls."

B. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

3.5 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required.

Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Maintain fire watch during and for at least 1 hour after flame-cutting operations.

5. Maintain adequate ventilation when using cutting torches.

024119 - 5 SELECTIVE DEMOLITION

6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

9. Dispose of demolished items and materials promptly. Comply with requirements in Section 017419 "Construction Waste Management and Disposal."

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Contracting Officer, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete.

F. Cleanly, full-depth saw cut asphalt pavement and concrete sidewalk at limits of removal.

3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch (19 mm) at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete. Neatly trim openings to dimensions indicated.

B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts.

C. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts.

SELECTIVE DEMOLITION 024119 - 6

D. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove.

E. Carpet and Resilient Floor Coverings: Remove floor coverings and adhesive according to recommendations in RFCI's "Recommended Work Practices for the Removal of Resilient Floor Coverings."

F. Roofing: Remove no more existing roofing than what can be covered in one day by new roofing and so that building interior remains watertight and weathertight, or provide temporary enclosure to protect interior until new structure and substrate are installed for new roofing material to be installed.

1. Remove existing roof membrane, flashings, copings, and roof accessories.

2. Remove existing roofing system down to substrate.

3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government's property, remove demolished materials from Project site.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Comply with requirements specified in Section 017419 "Construction Waste

Management and Disposal."

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Government's property and legally dispose of them.

3.8 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

3.9 SELECTIVE DEMOLITION SCHEDULE

A. Remove: As indicated in drawings.

B. Remove and Salvage: Existing lockers and locker room benches

C. Remove and Reinstall: Carpet tile.

D. Existing to Remain: As indicated on drawings.

END OF SECTION 024119

095113 - 1 ACOUSTICAL PANEL

CEILINGS

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes acoustical panels and exposed suspension systems for ceilings.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples: For each exposed finish.

C. Maintenance data.

1.3 QUALITY ASSURANCE

A. Source Limitations:

1. Acoustical Ceiling Panel: Obtain each type through one source from a single manufacturer.

2. Suspension System: Obtain each type through one source from a single manufacturer.

B. Source Limitations: Obtain each type of acoustical ceiling panel and supporting suspension system through one source from a single manufacturer.

C. Comply with the following Design codes:

1. 2012 International Building Code

2. 2012 International Fire Code

3. NFPA 1, 2010 Edition

4. NFPA 101, 2010 Edition

D. Fire-Test-Response Characteristics: Provide acoustical panel ceilings that comply with the following requirements:

1. Fire-Resistance Characteristics: Where indicated, provide acoustical panel ceilings identical to those of assemblies tested for fire resistance per ASTM E 119 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction.

a. Fire-Resistance Ratings: Indicated by design designations from UL's "Fire Resistance Directory" or from the listings of another testing and inspecting agency.

b. Identify materials with appropriate markings of applicable testing and inspecting agency.

2. Surface-Burning Characteristics: Provide acoustical panels with the following surface-burning characteristics complying with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84:

ACOUSTICAL PANEL

095113 - 2

a. Smoke-Developed Index: 450 or less.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver acoustical panels, suspension system components, and accessories to Project site in original, unopened packages and store them in a fully enclosed, conditioned space where they will be protected against damage from moisture, humidity, temperature extremes, direct sunlight, surface contamination, and other causes.

B. Before installing acoustical panels, permit them to reach room temperature and stabilized moisture content.

C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way.

1.5 PROJECT CONDITIONS

A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use.

1. Pressurized Plenums: Operate ventilation system for not less than 48 hours before beginning acoustical panel ceiling installation.

1.6 COORDINATION

A. Coordinate layout and installation of acoustical panels and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire-suppression system, and partition assemblies.

PART 2 - PRODUCTS

2.1 ACOUSTICAL PANEL CEILINGS, GENERAL

A. Acoustical Panel Standard: Comply with ASTM E 1264.

1. Recycled Content: Provide acoustical panels with recycled content such that postconsumer recycled content plus one-half of preconsumer recycled content constitutes a minimum of 50 percent by weight.

B. Metal Suspension System Standard: Comply with ASTM C 635.

1. Recycled Content: Provide products made from steel sheet with average recycled content such that postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent.

C. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements.

095113 - 3 ACOUSTICAL PANEL

D. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire; ASTM A 641/A 641M, Class 1 zinc coating, soft temper.

1. Size: Select wire diameter so its stress at 3 times hanger design load (ASTM C 635, Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than 0.106-inch- diameter wire.

E. Hold-Down Clips: Manufacturer’s standard product; spaced 24 inches o.c. on all cross tees.

F. Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements; formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension system runners.

2.2 ACOUSTICAL PANELS FOR ACOUSTICAL PANEL CEILING

A. Acoustical Panel Type: ACP-1, ACP-2

1. Manufacturer and Product: Basis of design

a. USG; Radar ClimaPlus Ceiling.

b. USG; Clean Room ClimaPlus Class 100

2.…