VGLZ 182030 Rpr Bldg 17 Dwgs.pdf

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VGLZ 182030 Repair Bldg. 17
Solicitation number
W50S85-20-B-0005
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This solicitation is for repair work on Building 17 at Selfridge Air National Guard Base in Michigan. The project involves renovating office spaces, including demolishing some existing areas and upgrading electrical and mechanical systems. The work is estimated to cost between $250,000 and $500,000. The solicitation number is W50S85-20-B-0005 and the opportunity is restricted to small businesses with a size standard of $39.5 million. The Department of the Army Michigan Army National Guard will award a firm-fixed price contract via sealed bid procedures. The solicitation is expected to be posted on June 26, 2020 on SAM.gov and the anticipated award date is September 9, 2020.

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Text version

100% Construction Documents

11/13/19

Selfridge Air National Guard Base

VGLZ 182030

Repair Building 17

Harrison Twp, MI 48045

2018-04393-000

EARTH

SAND FILL

FILL

CONCRETE

BRICK

CONCRETE

MASONRY UNIT

SOLID CONCRETE

MASONRY UNIT WITH

FILLED CORES

STONE

METALS

WOOD BLOCKING, NAILER

ETC. (CONTINUOUS)

FINISH WOOD

PLYWOOD OR

PARTICLE BOARD

PLASTIC LAMINATE

ON PLYWOOD

RIGID INSULATION

BLANKET OR BATT

INSULATION

SPRAYED-ON INSULATION

OR FIREPROOFING

WOOD BLOCKING,

INTERRUPTED OR SHIMS

GASKET MATERIAL OR

JOINT FILLER

SEALANT W/ BOND

BREAK TAPE

SEALANT W/ BACKER

ROD

GYPSUM BOARD OR

PLASTER

X

1/2 X

MATERIAL

DETAIL AND SECTION IDENTIFICATION

BUILDING SECTION LOCATOR

DETAIL LOCATOR

WALL SECTION LOCATOR

DETAIL / ENLARGED PLAN LOCATOR

X

X

ELEVATION LOCATOR

NORTH IDENTIFICATION

T

R

U

E

N

O

R

T

H

N

ELEVATION TARGET OR WORKPOINT

SHEET NUMBER

DETAIL NUMBER

DETAIL NUMBER

SHEET NUMBER WHERE

SECTION, DETAIL, PLAN

RESIDES

SIM, OH, TYP -

WHERE APPLICABLE

DIRECTION OF VIEW

DETAIL NUMBER

SHEET NUMBER WHERE

SECTION, DETAIL OR PLAN

IS REFERENCED FROM.

A101

A101

A101

A101

A101

SIM

NOTES:

MOUNTING DIMENSIONS SHOW ACCESSIBLE AND NON-ACCESSIBLE CONDITIONS. WHEN ONLY ONE

OPTION IS SHOWN - ALL ITEMS IN PROJECT SHALL BE ACCESSIBLE. WHEN ITEMS CAN BE ACCESSIBLE

OR NON ACCESSIBLE DRAWINGS SHALL INDICATE LOCATION OF ACCESSIBLE ITEMS BY THIS SYMBOL

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1.

F I R

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G E

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Y

P

H O

N E

S

COORDINATE ITEMS SHOWN ON THIS DRAWING WITH PLANS AND SPECIFICATIONS FOR ACTUAL ITEMS

USED ON THIS PROJECT. EVERY ITEM SHOWN ON THIS DRAWING MAY NOT BE USED ON THIS PROJECT.

E L

E C

T R

I C

U T

L E

T

T E

L E

P H

O N

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C A

B L

E

J A

C K

S W

I T

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L E

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A B

O V

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C L

O C

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SIGNAGE LOCATION NOTE:

SIGNAGE WILL BE PROVIDED AT ALL

LOCATIONS REQUIRED BY THE 2015

MBC. THE FOLLOWING SIGNS WILL

BE PROVIDED: OCCUPANCY LOAD

WILL BE POSTED IN ACCORDANCE W/

SECTION 1004.3, RAISED CHARACTER

AND BRAILLE EXIT SIGNS WILL BE

PROVIDED PER SECTION 1009.9,

STAIRWAY IDENTIFICATION SIGNS

PER SECTION 1023.9, ACCESSIBLE

AND DIRECTIONAL SIGNS PER

SECTION 1111 WHERE CONDITIONS

APPLY AND EMERGENCY SIGNS PER

SECTION 3002.3. OWNER'S SIGNAGE

VENDER TO CONFIRM LOCATIONS

AND CODE REQUIREMENTS ARE MET.

A

M

2018-04393-000

Drawing List

G-001

VGLZ 182030

Repair Building 17

Harrison Twp, MI 48045

Selfridge Air

National Guard

Base

ARCHITECTURAL DRAWING LIST

Sheet Number Sheet Name Sheet Issued For

A-101 Demolition and New Work Floor Plans 100% Construction Documents

A-121 Reflected Ceiling & Equipment Plans 100% Construction Documents

A-131 Finish Plan, Finish Materials List, Details 100% Construction Documents

A-571 Partition Types, Door Schedule, Door & Frame Types 100% Construction Documents

MECHANICAL DRAWING LIST

Sheet Number Sheet Name Sheet Issued For

MG-01 Mechanical Symbols & Legends Bldgs - 17 & 32 100% Construction Documents

MG-02 Hangers and Supports Buildings - 17 & 32 100% Construction Documents

MD-01 Mechanical Demolition Plan Building - 17 100% Construction Documents

MD-02 Mechanical Demolition Plan Building - 32 100% Construction Documents

M-101 Mechanical Demolition and New Work Plans Building - 17 100% Construction Documents

M-102 Mechanical Demolition and New Work Plans Building - 32 100% Construction Documents

M-501 Mechanical Details Buildings 17&32 100% Construction Documents

M-701 Mechanical Schedules Buildings - 17&32 100% Construction Documents

M-801 Mechanical Control Diagrams Buildings - 17 & 32 100% Construction Documents

ELECTRICAL DRAWING LIST

Sheet Number Sheet Name Sheet Issued For

E-001 Electrical Symbols, General Notes & Fixture Schedule 100% Construction Documents

E-002 Electrical One Line Diagram 100% Construction Documents

E-101 Demolition Plans - Buildings 17 & 32 100% Construction Documents

E-121 New Work Plans - Buildings 17 & 32 - Lighting, Power & Misc Systems 100% Construction Documents

GENERAL DRAWING LIST

Sheet Number Sheet Name Sheet Issued For

G-000 Title Sheet 100% Construction Documents

G-001 Drawing List 100% Construction Documents

G-002 Code Summary 100% Construction Documents

MATERIAL DESIGNATION LEGEND

REFERENCE SYMBOLS

1 East Wacker Drive

Suite 200

Chicago, Illinois

60601 USA

(312) 324-7410

WWW.HED.DESIGN

MOUNTING DIMENSIONS

Date Issued For

1/31/19 Preliminary Design 35%

4/10/19 65% Construction Documents

6/6/19 65% Construction Documents

Resubmittal

9/20/19 95% Construction Documents

11/13/19 100% Construction Documents

1494.84 SF

17 - (E) AUDITORIUM

11562.82 SF

17 - BUSINESS

AREA OF WORK

746.26 SF

17 - (E) MECH.

144.71 SF

17 - (E) STOR.

287.22 SF

17 - (E) CONF.

140.65 SF

17 - (E) ELEC.

629.06 SF

17 - (E) BREAK RM.

221.67 SF

17 - (E) STOR.

143.94 SF

17 - (E) STOR.

128.47 SF

17 - (E) STOR.

F.E.C.

75' F.E.C

TRAVEL RADIUS

TRAVEL DISTANCE:

73'-0" (B, 300')

TRAVEL DISTANCE:

65'-0" (B, 300')

TRAVEL DISTANCE:

75'-0" (B, 300')

BUILDING CODE

2015 MICHIGAN REHABILITATION CODE FOR

EXISTING BUILDINGS INCORPORATING THE 2015

EDITION OF THE INTERNATIONAL EXISTING BUILDING

CODE

PLUMBING CODE

MECHANICAL CODE

ACCESSIBILITY

2015 MICHIGAN BUILDING CODE INCLUDING

MICHIGAN BARRIER FREE AND ICC/ANSI

A117.1-2009

2015 MICHIGAN PLUMBING CODE INCORPORATING

THE 2015 EDITION OF THE INTERNATIONAL PLUMBING

CODE WITH STATE AMENDMENTS, PART 7 RULES

2015 MICHIGAN MECHANICAL CODE INCORPORATING

THE 2015 EDITION OF THE INTERNATIONAL MECHANICAL

CODE WITH STATE AMENDMENTS, PART 9a RULES

ELECTRICAL CODE

2017 EXITION OF THE NATIONAL ELECTRICAL CODE,

NFPA 70 WITH STATE AMENDMENTS, PART 8 RULES

FIRE CODE

2015 INTERNATIONAL FIRE CODE AS REFERENCED IN

THE 2015 MICHIGAN BUILDING CODE WITH LOCAL

AMENDMENTS

PLAN REVIEW DATA

FIRE PREVENTION CODE

STATE OF MICHIGAN, DEPARTMENT OF LABOR AND

ECONOMIC GROWTH, BUREAU OF FIRE SERVICES

STATE FIRE SAFETY BOARD 2009 HEALTH CARE

FACILITIES FIRE SAFETY RULES USING THE 2006

EDITION OF NFPA 101 LIFE SAFETY CODE WITH

MICHIGAN AMENDMENTS

FIRE ALARM

FIRE SUPPRESSION

2013 EDITION OF NFPA 13 AS REFERENCED IN THE

2015 MICHIGAN BUILDING CODE

2015 MICHIGAN REHABILITATION BUILDING CODE FOR

EXISTING BUILDINGS

ALTERATION LEVEL 2 (SECTION 504.1):

LEVEL 2 ALTERATIONS INCLUDE THE

RECONFIGURATION OF SPACE, THE ADDITION OR

ELIMINATION OF ANY DOOR OR WINDOW, THE

RECONFIGURATION OR EXTENSION OF ANY SYSTEM,

OR THE INSTALLATION OF ANY ADDITIONAL

EQUIPMENT.

ALTERATION LEVEL

MAXIMUM ALLOWABLE TRAVEL DISTANCE WITH

AUTOMATIC SPRINKLER SYSTEM: 300 FT

TRAVEL DISTANCE (TABLE 1016.2)

50' MAXIMUM

DEAD END CORRIDOR (TABLE 1018.4)

1 PER 11,250 SF; 75 FT TRAVEL DISTANCE RADIUS;

REFER TO LIFE SAFETY PLAN FOR LOCATIONS

FIRE EXTINGUISHERS (TABLE 906.3)

2013 EDITION OF NFPA 72 AS REFERENCED IN THE

2015 MICHIGAN BUILDING CODE

B (BUSINESS)

USE GROUP

TYPE IIB, ASSUMED (NONCOMBUSTIBLE/UNPROTECTED)

CONSTRUCTION TYPE

TOTAL BUILDING SF: 15,694 SF (GROSS) (1 FLOOR) FROM

EXISTING BUILDING DOCUMENTS

BUILDING AREAS

BUILDING 17 2,209 SF

AREA OF WORK

BUILDING 17 15,694 SF

EXISTING FLOOR AREA:

BUILDING 17

B (BUSINESS)

USE GROUP

TYPE IIB, ASSUMED (NONCOMBUSTIBLE/UNPROTECTED)

CONSTRUCTION TYPE

TOTAL BUILDING SF: 19,834 SF (GROSS) (2 FLOORS)

FROM EXISTING BUILDING DOCUMENTS

BUILDING AREAS

BUILDING 32 3,264 SF

AREA OF WORK

BUILDING 32 15,074 SF

EXISTING FLOOR AREA:

BUILDING 32

BUILDING 17 - SELECTIVE INTERIOR DEMOLITION

AND RENOVATION. NEW LAYOUT TO INCLUDE

OFFICE SPACE AND SUPPORTING AREAS.

SCOPE OF WORK

BUILDING 32 - SELECTIVE INTERIOR DEMOLITION

AND RENOVATION. NEW LAYOUT TO INCLUDE

OFFICE SPACE, TRAINING ROOM, AND SUPPORTING

AREAS.

PER ICC A117.1-2009, CHAPTER 4

403.5 CLEAR WIDTH. THE CLEAR WIDTH OF AN

ACCESSIBLE ROUTE SHALL BE 36 INCHES MINIMUM.

ACCESSIBLE ROUTES

BUSINESS: 1 OCC. PER 100 SF GROSS

ASSEMBLY W/O FIXED SEATING -

UNCONCENTRATED: 1 OCC PER 15 SF

GROSS

ACCESSORY STORAGE / MECH

EQUIPMENT ROOM: 1 OCC PER 300 SF

GROSS

FUNCTION OF SPACE

LEGEND

BUILDING EXIT

TRAVEL DISTANCE (MAX. ALLOWABLE)

EGRESS PATH

LIFE SAFETY PLAN

LEGEND

EXISTING 4 HR FIRE WALL

(RATING AS INDICATED ON

EXISTING DRAWINGS)

EXISTING MASONRY 2 HR FIRE

WALL PER MBC TABLE 721.1

ITEM #3-1.4. SEE DETAILS

SHEET A-571 FOR MORE

INFORMATION.

X'-XX" (300')

F.E.C.

SURFACE MOUNTED FIRE

EXTINGUISHER CABINET (SEE

SPECS). CABINET BY GC,

EXTINGUISHER BY OTHERS.

A

M

2018-04393-000

Code Summary

G-002

VGLZ 182030

Repair Building 17

Harrison Twp, MI 48045

Selfridge Air

National Guard

Base

N

SCALE: 3/64" = 1'-0"

BUILDING 17 CODE SUMMARY

BUILDING 17 CODE SUMMARY - AREA PER OCCUPANT

Function of

Space

Area Per Occ

Square

Feet

Tabular Occupant

Load SF Type

17 - (E) AUDITORIUM 15 net 1495 SF 100

17 - BUSINESS 100 gross 11563 SF 116

17 - (E) MECH. 300 gross 746 SF 2

17 - (E) STOR. 300 gross 145 SF 0

17 - (E) CONF. 100 gross 287 SF 3

17 - (E) ELEC. 300 gross 141 SF 0

17 - (E) BREAK RM. 100 gross 629 SF 6

17 - (E) STOR. 300 gross 222 SF 1

17 - (E) STOR. 300 gross 144 SF 0

17 - (E) STOR. 300 gross 128 SF 0

TOTALS 15500 SF 230

1 East Wacker Drive

Suite 200

Chicago, Illinois

60601 USA

(312) 324-7410

WWW.HED.DESIGN

NOTE: ASSEMBLY OCCUPANCY IS LESS THAN 10% OF FLOORPLATE,

THEREFORE ACCESSORY TO MAIN OCCUPANCY

Date Issued For

1/31/19 Preliminary Design 35%

4/10/19 65% Construction Documents

6/6/19 65% Construction Documents

Resubmittal

1.

2.

3.

4.

5.

6.

7.

COORDINATE FINAL SIZE AND FINAL LOCATION OF ALL ACCESS

PANELS WITH TRADE REQUIRING SAME.

COORDINATE CEILING SUSPENSION SYSTEMS WITH OTHER CEILING

SPACE EQUIPMENT SUPPORTING DEVICES.

SEE SHEET A-571 FOR PARTITION TYPES .

CEILING GRID SYSTEM TO BE CENTERED IN ROOM IN BOTH

DIRECTIONS UNLESS OTHERWISE NOTED.

NO CEILING PANEL TO BE CUT TO LESS THAN 6" WIDTH AT CEILING

PANEL INSTALLATION TYPICAL.

AT CONDITIONS WHERE CEILING TILE PADS EXCEED 2'-0" TRIM 2' X

4' CEILING PADS AS REQUIRED TO FIT.

SPRINKLER HEADS TO BE LOCATED IN THE CENTER OF CEILING

PANELS (TYPICAL).

8.

9.

10.

11.

12.

13.

PAINT ALL EXPOSED (VISUAL) CONSTRUCTION ABOVE CEILINGS

INCLUDING, BUT NOT LIMITED TO MECH. & ELECTRICAL ITEMS.

SEE NOTES ON REFLECTED CEILING SHEETS FOR EXTENT OF

SCOPE.

REFER TO EQUIPMENT PLANS THIS SHEET FOR LOCATIONS OF

CEILING MOUNTED EQUIPMENT.

COORDINATE THE LOCATION OF ESCUTCHEON PLATES AT CEILING

PANEL PENETRATIONS WITH ELECTRICAL AND MECHANICAL TRADES.

SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPES.

CONTRACTOR SHALL MAINTAIN THE FIRE RATING INTEGRITY OF ALL

EXISTING PARTITIONS INDICATED AS FIRE RESISTANCE RATED.

ADVISE THE ARCHITECT OF ANY PRE-EXISTING BREACHES

DISCOVERED IN THE COURSE OF THE WORK.

LED FIXTURE - OTHERS SHOWN SIMILARLY

(REFER ELEC. DWGS)

24" X 24" ACOUSTIC TILE CEILING ON

METAL CEILING SUSPENSION SYSTEM AT

8'-3" A.F.F. U.N.O.

2 HR FIRE RATING; SEE SHEET G-002

4 HR FIRE RATING; SEE SHEET G-002

EXIT SIGN (REFER ELEC. DWGS)

RETURN AIR (REFER MECH. DWGS)

SUPPLY AIR (REFER MECH. DWGS)

NO WORK THIS AREA

Room

17-111

Room

17-112

Room

17-118

Room

17-117

Room

17-111

Room

17-112

Room

17-118

Room

17-117

E1

E1

E1

E2

E3

E4a

E5

4'-4"

3'-5"

E4b

E4c

E6

F.E.C.

1.

2.

3.

4.

5.

6.

PROVIDE REINFORCEMENT IN WALLS OR PARTITIONS PER DETAIL

1/A-121 AT ALL WALL MOUNTED ACCESSORIES, EQUIPMENT,

CASEWORK, SHELVING, MARKER AND TACKBOARDS, CLOCKS,

MIRRORS, ETC.

PROVIDE REINFORCEMENT IN WALLS OR PARTITIONS AT ALL WALL

MOUNTED FLAT PANEL TVS AND MOUNTING BRACKET. COORDINATE

WALL REINFORCEMENT AND METAL STUD FRAMING LOCATIONS WITH

DETAILS ON A-121 AND A-571.

WHERE EQUIPMENT IS MOUNTED ON EXISTING WALLS OR PARTITIONS,

CUT AND REMOVE GYPSUM BOARD TO INSTALL REINFORCEMENT IN

WALLS PER DETAIL 1/A-121. FINISH WALL TO MATCH ADJACENT FINISH

AND FIRE RATING.

EQUIPMENT IS OWNER FURNISHED AND INSTALLED, UNLESS NOTED

OTHERWISE.

WHERE EQUIPMENT AND CASEWORK/ MILLWORK INFORMATION IS NOT

INDICATED ON EQUIPMENT PLANS, REFER INTERIOR ELEVATIONS FOR

ADDITIONAL INFORMATION.

ALL FURNITURE SHALL BE OWNER FURNISHED AND INSTALLED, UNLESS

NOTED OTHERWISE.

SURFACE MOUNTED FIRE EXTINGUISHER CABINET

F.E.C.

NO WORK THIS AREA

PROVIDE IN-WALL REINFORCEMENT FOR NEW WALL MOUNTED

TV PER DETAIL 1/A-121.

APPROX. LOCATION OF EXISTING TO REMAIN FURNITURE. GC

TO VERIFY LOCATION IN FIELD TO ENSURE NO CONFLICTS WITH

NEW CONSTRUCTION.

APPROX. LOCATION OF RELOCATED FURNITURE. GC TO

COORDINATE FINAL LCOATION IN FIELD TO ENSURE NO

CONFLICTS WITH NEW CONSTRUCTION. COORDINATE FINAL

POWER LOCATIONS AS REQUIRED.

METAL STUDS

6" METAL STUD (16 GA.)

BETWEEN VERTICAL

STUDS (TYPICAL)

SECURE METAL BACKING

PLATE TO STUDS WITH 1/8"

POP RIVETS OR SELF-

TAPPING PAN HEAD

SCREWS (MIN. THREE)

16 GA. 6 IN. WIDE BACKING

PLATE SPANNING 2 STUDS

MIN. (TYPICAL)

A

M

2018-04393-000

Reflected Ceiling

& Equipment

Plans

A-121

VGLZ 182030

Repair Building 17

Harrison Twp, MI 48045

Selfridge Air

National Guard

Base

CEILING PLAN GENERAL NOTES

CEILNG PLAN LEGEND

CEILING PLAN KEYNOTES

1 East Wacker Drive

Suite 200

Chicago, Illinois

60601 USA

(312) 324-7410

WWW.HED.DESIGN

N

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

RCP - BUILDING 17

N

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

EQUIPMENT PLAN - BUILDING 17

EQUIPMENT PLAN GENERAL NOTES

EQUIPMENT PLAN LEGEND

EQUIPMENT PLAN KEYNOTES

EQUIPMENT SCHEDULE

Type Description

E1 Wall mounted TV screen (by owner; GC to provide required infrastructure)

E2 Copier (by owner; GC to provide required infrastructure)

E3 Laptop docking station (by owner; GC to provide required infrastructure)

E4a iPad docking station (by owner; GC to provide required infrastructure)

E4b Wall mounted iPad docking station (by owner; GC to provide required infrastructure)

E4c Wall mounted iPad docking station (by owner; GC to provide required infrastructure)

E5 Shredder (by owner; GC to provide required infrastructure)

E6 Wall mounted monitor for security cameras (by owner; GC to provide required infrastructure)

SCALE:

TYP.

1 1/2" = 1'-0"

1 SUPPLEMENTAL WALL REINFORCEMENT

Date Issued For

4/10/19 65% Construction Documents

6/6/19 65% Construction Documents

Resubmittal

1.

2.

3.

4.

5.

6.

7.

TRANSITION AND REDUCER STRIPS TO MATCH COLOR OF FLOORING,

UNLESS OTHERWISE NOTED.

TRANSITION ALL FLOOR FINISHES AT EDGE OF DOOR, UNLESS OTHERWISE

NOTED.

ALL DOOR FRAMES TO BE PAINTED PT-3, UNLESS OTHERWISE NOTED.

REFER TO DOOR / WINDOW SCHEDULE FOR ADDITIONAL FINISH

INFORMATION.

WHERE TWO OR MORE FINISHES APPEAR IN THE FINISH SCHEDULE FOR

ONE SURFACE, REFER TO PLANS, DETAILS, AND ELEVATIONS FOR

ADDITIONAL INFORMATION.

RECESSED WIREWAYS, ACCESS PANELS, GRILLES, FIRE EXTINGUISHER

CABINETS, ELECTRICAL PANELS, AND ALL OTHER SUCH ARCHITECTURAL,

ELECTRICAL, AND MECHANICAL DEVICES SHALL BE FINISHED TO MATCH

ADJACENT WALL OR CEILING SURFACE, UNLESS OTHERWISE NOTED.

REFER TO FINISH MATERIALS LIST.

SEE DETAILS THIS SHEET FOR FLOOR FINISH TRANSITIONS

XXXXXX XXX

ROOM FINISHES TAG

WALL FINISH

WALL BASE

FLOOR FINISH

ARROW INDICATES DIRECTION OF PATTERN.

NOTE: FLOOR PATTERN SHALL BE ORIENTED IN

EAST/WEST DIRECTION, U.N.O.

PNT-X INDICATES ACCENT WALL AND PAINT

COLOR

ACOUSTIC CEILING TILE

CARPET

PAINT

RUBBER BASE

VINYL COMPOSITION TILE

ACT

CPT

PT

RB

VCT

PAINT ENTIRE WALL TO MATCH EXISTING FINISH. GC TO VERIFY

PAINT COLOR IN FIELD.

MATCH EXISTING MILLWORK MATERIAL FOR NEW END PANEL;

REPAIR OR REPLACE PORTION OF WORKSURFACE AS

REQUIRED WITH FINISH TO MATCH EXISTING.

Room

17-111

Room

17-117

Room

17-112

Room

17-118

RB-1CPT-1 PT-1

RB-1VCT-1 PT-1

RB-1CPT-1 PT-1

RB-1CPT-1 PT-1

A-131

CARPET

DOOR AS SCHEDULED-

WHERE OCCURS

RESILIENT CARPET

EDGE GUARD

RESILIENT FLOORING

C

L

LEVEL 1

100' - 0"

LEVEL 1

100'-0"

LEVEL 1

100'-0"

LEVEL 1

100'-0"

T O

S

I L L

O P

E N

I N

G

PLAM

TRANSACTION

COUNTER -

EXTEND 1"

BEYOND

OPENING, BOTH

SIDES

TRANSACTION

WINDOW

A-131

E4b

E4c

E4a

APPROX.

LOCATION OF

FURNITURE

BY OTHERS

RESILIENT BASE

(AS SCHD.)

PARTITION AS

SCHEDULED

1-1/2" PLASTIC LAMINATE

TRANSACTION COUNTER W/

PVC EDGE ON SUBSRATE

PAINT UNDERSIDE OF

COUNTER MATTE BLACK

A-131

4"

ROOM 17-111ROOM 17-112

S E

E

E

L E

V

S E

E

E

L E

V

A-131

5/8" RECESSED UPPER GLASS

CHANNELS

PLASTIC LAMINATE COUNTERTOP

RECESSED SLIDING GLASS

CHANNEL TRACK AND GUIDE-

SHIM TO LOCATE CHANNEL

FLUSH WITH T.O. COUNTER

GLASS TYPE GL-1 OPERABLE

GLASS PANELS

GLASS TYPE GL-1 FIXED GLASS

PANEL

L

C

CLEAR SILICONE GLAZING

SEALANT TOP AND BOTTOM- TYP.

COMPRESSIBLE FILLER

L

C

OF WALL

GYP. BD. SOFFIT

SILL

HEAD

T

T

(2) #4 CONT

#4 @ 12" OC

EXIST SLAB

NEW SLAB

SLAB REINF

C

O V

E R

C

O V

E R

M

I N

MASONRY WALL

SLAB REINFORCING

(2) #5 CONT

6" OR GREATER

1'-6" FOR 6" OR

8" WALL

2'-0" FOR 12"

WALL

DOWEL TO

MATCH VERT

WALL REINF

A

M

2018-04393-000

Finish Plan, Finish Materials

List, Details

A-131

VGLZ 182030

Repair Building 17

Harrison Twp, MI 48045

Selfridge Air

National Guard

Base

1 East Wacker Drive

Suite 200

Chicago, Illinois

60601 USA

(312) 324-7410

WWW.HED.DESIGN

FINISH MATERIALS LIST

Number Material Manufacturer Style Product # Color Comments

CEILING

ACT-1 ACCOUSTIC CEILING TILE ARMSTRONG FINE FISSURED SCHOOL ZONE, 24"x24"x3/4" ANGLED

TEGULAR

1717 WHITE GRID: PRELUDE XL - WHITE, LOCATION: GENERAL

CEILING.

FLOORING

CPT-1 CARPET PATCRAFT M415 STANDARD CARPET M415 M415 LOCATION: GENERAL CARPET. BASIS OF DESIGN

LISTED, COLOR AND PATTERN IS TO BE CHOSEN

BY CONTRACTING OFFICER

VCT-1 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE 12" X 12" X 1/8"

TILE.

51877 EARTH GREEN LOCATION: SEE FINISH PLANS.

PAINT

PT-1 PAINT SHERWIN

WILLIAMS

PRO MAR 200 LATEX SW 6385 DOVER WHITE LOCATION: GENERAL PAINT.

PT-3 PAINT SHERWIN

WILLIAMS

PRO MAR 200 LATEX SW 7038 TONY TAUPE LOCATION: TRIM PAINT.

RUBBER BASE

RB-1 RUBBER BASE ARMSTRONG 4"H X 120"L X 1/8" THICK TA4 GATEWAY LOCATION: GENERAL WALL BASE

FINISH PLAN GENERAL NOTES

FINISH PLAN LEGEND & ABBREVIATIONS

FINISH PLAN KEYNOTES

N

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

FINISH PLAN - BUILDING 17

SCALE:

TYP.

3" = 1'-0"

4 VCT TO CARPET TRANSITION

SCALE: 3/8" = 1'-0"

1 TRANSACTION WINDOW

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

A-131

2 TRANSACTION WINDOW SECTION

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

A-131

3 SLIDING GLASS TRANSACTION WINDOW

SCALE:

TYP.

3/4" = 1'-0"

TYPICAL BUTTING OF

NEW SLAB TO EXISTING

SCALE:

TYP.

3/4" = 1'-0"

TYPICAL THICKENED SLAB ON GRADE

AT MASONRY WALL

Date Issued For

6/6/19 65% Construction Documents

Resubmittal

4 PCF MINERAL WOOL

INSULATION CUT TO DECK

PROFILE (AT METAL DECK

LOCATIONS)

3" HIGH LEG METAL

TRACK FASTENED

TO SLAB

5/8" GYPSUM BOARD

(TYP. EA. SIDE)

METAL RUNNER CHANNEL

SECURE TO FLOOR

CONTINUOUS ACOUSTIC

SEALANT (EACH SIDE)

METAL STUDS

(SIZE AND SPACING

AS SCHEDULED)

CEILING

(AS SCHEDULED)

UNDERSIDE OF

STRUCTURE /

METAL DECK

REMARKS

A2 3 5/8" 16" O.C. 3 1/2" 4 7/8"

STUD

SIZE

STUD

SPACING

ACOUST

INSUL THK

STC

WALL

DEPTH

TYPE

DEPTH

WALL

SOUND ATTENUATING

INSULATION (TYPE 'J')

WHERE SCHEDULED

DO NOT SECURE STUDS

AND/OR GYPSUM BOARD

TO HIGH LEG TRACK

M

I N

REMARKS

STUD

SIZE

STUD

SPACING

ACOUST

INSUL THK

STC

WALL

DEPTH

TYPE

DEPTH

WALL

F2 16" O.C. 3 1/2" 4 1/4" 3 5/8"

PROVIDE FULL HEIGHT

STUDS AT 4'-0".C.

PROVIDE TRACK BETWEEN

FULL HEIGHT STUDS

3" HIGH LEG METAL

TRACK FASTENED

TO SLAB

METAL STUDS

(SIZE AND SPACING

AS SCHEDULED)

UNDERSIDE OF

STRUCTURE /

METAL DECK

5/8" GYPSUM BOARD

(TYP. EA. SIDE)

METAL RUNNER CHANNEL

SECURE TO FLOOR

CONTINUOUS ACOUSTIC

SEALANT (EACH SIDE)

CEILING

(AS SCHEDULED)

SOUND ATTENUATING

INSULATION (TYPE 'J')

WHERE SCHEDULED

NOTE:

ALIGN WITH EDGE OF

DOOR FRAME (AT HEAD)

AS APPLICABLE

CONTROL JOINT

(BOTH SIDES) - MUD IN

FILL VOID WITH

ACOUSTIC INSULATION

(TYPE "J")

METAL STUD

GYPSUM BOARD

1/2" MAX.

NON-RATED PARTITION

REFERENCE GYPSUM ASSOCIATIONS GA-600-2006 FIRE RESISTANCE

DESIGN MANUAL (18th EDITION) PERIMETER RELIEF DETAILS (Figure 9)

METAL STUD

ACOUSTICAL GASKET

OR FLEXIBLE SEALANT

GYPSUM BOARD

ACOUSTIC INSULATION

(TYPE 'J')

METAL RUNNER

(TRACK)

METAL EDGE TRIM

USG NO. 200-A OR B

3/8" MAX

C.J.

C.J.: PROVIDE GYPSUM BOARD CONTROL

JOINTS AT STRIKE SIDE DOOR JAMBS AND AT

30'-0" MAX SPACING - SEE DETAILS ON A-571

1.

2.

3.

4.

5.

6.

7.

PROVIDE NON-COMPOSITE METAL FRAMING ASSEMBLIES OF METAL STUD

DEPTH AND SPACING AS INDICATED FOR PROJECT SPECIFIC SPANS MEETING AN

ALLOWABLE DEFLECTION OF L/240 WITH MINIMUM LATERAL LOAD OF 5 PSF FOR

LIMITING HEIGHTS. PROVIDE 20 GA. STUDS (MINIMUM) ON ALL FLOORS.

PROVIDE HEAVIER GAUGE AND/OR WIDER FLANGE WIDTH TO MEET STATED

PERFORMANCE REQUIREMENTS FOR LIMITING HEIGHTS. COMPLY WITH METAL

FRAMING SUPPLIERS REQUIREMENTS FOR BRACING STUD FLANGES AND

PROVIDING HORIZONTAL MECHANICAL BRIDGING AT 48" O.C. MAXIMUM VERTICAL

SPACING

WALL TYPES SHOW ONLY BASE WALL CONSTRUCTION. WOOD TRIM,

ACOUSTICAL PANELS, ETC. MAY BE ADDED AS SCHEDULED OR DETAILED.

LOCATE VERTICAL CONTROL JOINTS AT 30'-0" 0.C.(MAX.) OR AS SHOWN ON

PLANS OR "CJ" ON ELEVATIONS.

SEE FLOOR PLANS (A-10X SERIES DRAWINGS) FOR SPECIFIC LOCATIONS OF

PARTITION WALLS

AT FULL- HEIGHT PARTITIONS WHERE DUCTWORK OR OTHER OBSTACLES

PREVENT EXTENSION OF ALL STUDS TO DECK, FRAME STUDS AROUND

OBSTACLES WITH HEADERS AND BRACING AS NECESSARY. ATTACH DOUBLED

STUDS AT ENDS TO DECK ABOVE.

AT PARTITIONS THAT ARE NOT FULL HEIGHT, PROVIDE FULL HEIGHT STUDS AT

4'-0" O.C.

SECURELY ATTACHED STEEL FRAMING TOP AND BOTTOM RUNNERS WITH STUB

NAILS, POWER-DRIVEN FASTENERS OR TAPCON CONCRETE FASTENING SYSTEM

AT 24" O.C. MAX.

LEGEND:

(MATL.) MATERIALS (LL) UL LABELS

AL ALUMINUM A 3 HR. "A" LABEL

EX EXISTING B 1-1/2 HR. "B" LABEL

GL GLASS B.1 1 HR. "B" LABEL

HM HOLLOW METAL C 3/4 HR. "C" LABEL

SS STAINLESS STEEL D 20 MIN. "D" LABEL

ST STEEL S SMOKE AND DRAFT CONTROL

WD WOOD

NOTE: PROVIDE "S" LABEL ON ALL

A, B, B.1, C, D LABELED DOORS

FINISH

FF FACTORY FINISH

PNT PAINT (AS SCHEDULED)

CLR ANO CLEAR ANODIZED ALUMINUM

PLAM PLASTIC LAMINATE

NOTE: ALL DOORS ARE 1 3/4" THICK AND UNDERCUT 5/8". PROVIDE 3/4"

UNDERCUT AT ALL TOILET ROOM, HOUSEKEEPING (HK), SOILED

UTILITY AND LOCKER ROOM DOORS.

1.

2.

3.

4.

DESIGN INTENT IS TO MATCH EXISTING DOOR HEIGHTS.

VERIFY FINAL HEIGHT IN FIELD.

MATCH BUILDING STANDARD STAINED DOOR VENEER FINISH

AND PAINTED FRAME FINISH.

MATCH BUILDING STANDARD PAINTED DOOR FINISH &

PAINTED FRAME FINISH.

STC RATING OF DOOR TO MATCH STC RATING OF WALL.

1 15/16" 1 15/16"

1/2"

TYPE + 1/8"

REF. PARTITION 1/2"

F

SEE SCHED

EQ EQ

SEE SCHEDULE

S E

E

S

C H

E D

U L E

SINGLE LEAF

DOOR

FF

DOUBLE

LEAF DOORS

KICK PLATE

(PUSH SIDE) TYP.

WHERE INDICATED

ON DOOR SCHEDULE

2"

SEE SCHED.

DOOR SIZE 2"

S E

E

S

C H

E D

U L E

D O

R

I Z

E

H.M.

A-571

(AS SCHEDULED)

PARTITION

1/2" 1/2"

GYPSUM BOARD AND

METAL STUD PARTITION

(AS SCHEDULED)

HOLLOW METAL FRAME

(REFER TO FRAME TYPE FOR

FRAME PROFILE)

DOOR (AS SCHEDULED)

SEE FLOOR PLAN FOR

PARTITION TYPE

NOTE:

PROVIDE BLOCKING AT ALL

DOOR STOPS/ BUMPERS AT

METAL STUD PARTITIONS -

TYPICAL

5" TYP.

FRAME

(AS SCHEDULED)

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE

CEILING AS

SCHEDULED

UNDERSIDE OF

CONCRETE SLAB/

METAL DECK

CONCRETE

MASONRY

UNIT

REMARKS

U2 2 HR. 7 5/8"

SIZE

RATING

STC

WALL

DEPTH

TYPE

NOM.

ACT

8"

7 5/8"

REFER TO FIRE RATED

TOP OF WALL DETAILS

ON THIS DWG.

U.L.#U905

5/8" TYPE 'X' GYP. BD.

SECURE TO BENT

STL. PLATE CLOSURE

CONT. 5" x 3" x 12 GA.

BENT STL. PLATE

CLOSURE

CONT. 10 GA. STL. PLATE

FILL W/ FIRE SAFING

INSULATION

SECURE PLATE TO

METAL DECK W/ 1/4"

DIA.-14 OR #12-14 SELF

DRILLING SCREWS @ 2'-0"

O.C. SECURE ANGLE TO

PLATE W/ 1/4" DIA-14 OR #

12-14 SELF DRILLING

SCREWS @ 2'-0" O.C.

CONCRETE

MASONRY UNIT

1'-0" MIN. 1'-6" MAX.

SECURE ANGLE

TO PLATE W/ 1/4" DIA-14

OR #12-14 SELF DRILLING

SCREWS @ 2'-0" O.C.

CONCRETE

MASONRY UNIT

5/8" TYPE 'X' GYP. BD

SECURE TO BENT STL.

PLATE CLOSURE

CONT. 5" x 3" x 12 GA.

BENT STL. PLATE

CLOSURE

FILL W/ FIRE SAFING

INSULATION

FIRE RATED / CAVITY

VOID FILLER MATERIAL

(BOTH SIDES)

1" MIN

V I F

PERPENDICULAR TO FLUTES

PARALLEL TO FLUTES

V I F

REMOVE AND

REPLACE EXISTING

ANGLE / GYP BD AS

REQ. IN ORDER TO

PROVIDE REQ. FILLER

MATERIAL FROM SIDE

ACCESSIBLE TO AREA

OF WORK

REMOVE AND

REPLACE EXISTING

ANGLE / GYP BD AS

REQ. IN ORDER TO

PROVIDE REQ. FILLER

MATERIAL FROM SIDE

ACCESSIBLE TO AREA

OF WORK

MASONRY

OPENING

6" WALL 8" WALL 12" WALL

STEEL LINTEL TYPE

L3 1/2X3 1/2X1/4UP TO

4'-0"

4'-2" TO

6'-0"

NOTES:

1. ALL ANGLES ARE TO BE LONG LEG VERTICAL U.O.N.

2. PROVIDE MINIMUM 4" OF SOLID BEARING EACH END OF LINTEL

3. REFER TO ARCH FOR ALL MASONRY OPENINGS AND LINTEL CONFIGURATION

4. TACK WELD ANGLES TOGETHER, EACH SIDE, 12" OC MAXIMUM

5. FOR LINTELS AT EXISTING WALLS GROUT SOLID CORES BENEATH EACH END

OF LINTEL

WT4X9 (2) - L3 1/2X3 1/2X1/4 (3) - L3 1/2X3 1/2X1/4 OR

(2) - L5X3 1/2X1/4 (LLH)

L3 1/2X3 1/2X1/4 WT4X9 (2) - L4X3 1/2X1/4 (3) - L4X3 1/2X1/4 OR

(2) - L5X5X5/16

4" WALL

TYP SECTION

A

M

2018-04393-000

Partition Types, Door Schedule, Door & Frame

Types

A-571

VGLZ 182030

Repair Building 17

Harrison Twp, MI 48045

Selfridge Air

National Guard

Base

1 East Wacker Drive

Suite 200

Chicago, Illinois

60601 USA

(312) 324-7410

WWW.HED.DESIGN

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

A

GYPSUM BOARD PARTITION

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

F

GYPSUM BOARD PARTITION

SCALE: 6" = 1'-0"

GYPSUM BOARD CONTROL

JOINT (C.J.) DETAIL

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

GYPSUM BOARD EDGE DETAIL

SCALE: 3/8" = 1'-0"

GYPSUM BOARD

CONTROL JOINT AT DOOR

PARTITION GENERAL NOTES

DOOR SCHEDULE ABBREVIATIONS

DOOR SCHEDULE REMARKS

FIRST FLOOR DOOR SCHEDULE

DOOR

NO.

DOOR OPENING

SIZE

DOOR FRAME DETAILS

HW

SET

No.

LL REMARKSW X H TYPE MATL FINISH TYPE MATL FINISH HEAD JAMB

17-111 3'-0" 8'-0" F WD FF - STAIN 1 HM PNT 3/ A-571 3/ A-571 01 1, 2, 4

17-112 3'-0" 8'-0" F WD FF - STAIN 1 HM PNT 3/ A-571 3/ A-571 03 1, 2, 4

17-117A 3'-0" 8'-0" F WD FF - STAIN 1 HM PNT 3/ A-571 2/ A-571 02 1, 2, 4

17-117B 3'-0" 8'-0" F WD FF - STAIN 1 HM PNT 3/ A-571 3/ A-571 02 1, 2, 4

17-118 3'-0" 8'-0" F WD FF - STAIN 1 HM PNT 3/ A-571 3/ A-571 04 1, 2, 4

SCALE:

TYP.

3" = 1'-0"

3 H.M. FRAME

DOOR TYPESFRAME TYPES

SCALE:

TYP.

3" = 1'-0"

2 HOLLOW METAL FRAME

TYP. DOOR LOCATION PLAN DETAIL

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

U

MASONRY PARTITON RATED

SCALE:

TYP.

3" = 1'-0"

METAL DECK DETAIL @ TOP OF

FIRE RATED WALL UL#U905

SCALE:

TYP.

1" = 1'-0"

TYPICAL LOOSE LINTEL SCHEDULE

NON LOAD BEARING WALL

Date Issued For

4/10/19 65% Construction Documents

6/6/19 65% Construction Documents

Resubmittal

G-000 - Title Sheet-Layout1
Sheets and Views
Layout1
G-001 - Drawing List--Layout1
Sheets and Views
Layout1
G-002 - Code Summary--Layout1
Sheets and Views
Layout1
A-101
A-121 - Reflected Ceiling & Equipment Plans--Layout1
Sheets and Views
Layout1
A-131 - Finish Plan, Finish Materials List, Details--Layout1
Sheets and Views
Layout1
A-571 - Partition Types, Door Schedule, Door & Frame Types--Layout1
Sheets and Views
Layout1
MG-01
MG-02
MD-01
M-101
M-501
M-701
M-801
E-001
E-002
E-101
E-121

File details come from the government source that posted it. Updated .