RPR B168 - Specs Drawings 182033.pdf

PDF 4 MB Posted

Attached to
Repairs to Bldg. 168 Wellness Center at Selfridge ANGB
Solicitation number
W50S8520B0007
Issued by

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This solicitation package includes specifications, drawings, and a statement of work for a construction contract to repair Building 168 at Selfridge Air National Guard Base in Michigan. Work will include converting an existing bell tower to a clock tower, replacing the tower's lower roof, repairing masonry including concrete units, demolishing and replacing windows. Originally the statement of work required installing exterior clocks in the clock tower, but Addendum 001 has deleted this requirement. A pre-bid site visit will be held on August 13, 2020 at 11:30am Eastern Time. The solicitation number is W50S8520B0007 and was issued by the Department of the Army Michigan Army National Guard for the repairs at Selfridge ANGB. Interested contractors are encouraged to attend the pre-bid site visit.

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Other files

File Type Posted
B168 Wellness Center Bid Opening Attendance Sheet.pdf PDF
Bid Opening Abstract - W50S8520B0007 Bldg 168 Wellness Center.xls XLS spreadsheet
Pre-Proposal Site Visit Attendance Sheet.pdf PDF
RFI Q A W50S8520B0007.docx DOCX document
168 ACM Summary.pdf PDF
Pre-Proposal Conference Minutes - Repair Bldg. 168 Wellness Center.pdf PDF
Amendment 1 20B0007.pdf PDF
SANG 100 RPR BLDG 168 EXT Specs - 6MAR2019.pdf PDF
ADDENDUM 001 SOW.docx DOCX document
W50S85-20-B-0007.pdf PDF
21JUL2020 - 168 - Drawings Addendum 1.pdf PDF
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127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

SELFRIDGE ANG BASE MAPLOCATION MAP

BLDG. 168

BASE

SELFRIDGE AIR NATIONAL GUARD BASE

PROJECT NUMBER: VGLZ 182033

CONTRACT NUMBER: W912JB-D-4005

DELIVERY ORDER: W912JB18F5036

MARCH 06, 2019

100% FINAL SUBMITTAL

DRAWING INDEX

RPR BLDG 168 - WELLNESS CENTER

THE 127th WING, MICHIGAN AIR NATIONAL GUARD

CODE SUMMARY

APPLICABLE CODES AND STANDARDS

2015 INTERNATIONAL BUILDING CODE (IBC)

UNITED FACILITIES CRITERIA (UFC)

T100 TITLE SHEET

ARCHITECTURAL

AD301 DEMOLITION EXTERIOR ELEVATIONS

AD302 DEMOLITION EXTERIOR ELEVATIONS

A101 FIRST FLOOR PLAN

A102 SECOND FLOOR PLAN

A103 ROOF PLAN AND DETAILS

A201 WINDOW SCHEDULE & WINDOW TYPES

A301 EXTERIOR ELEVATIONS

A302 EXTERIOR ELEVATIONS

A401 SECTIONS AND DETAILS

TITLE SHEET

T

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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REVISIONS:

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FIN. FLR.

EL.=578'-6"

HEALTH FIN. FLR.

DIRECTOR OF PSCH.

EL.=579'-6"

FIN. FLR.

BOILER RM

EL.=577'-0"

DEMOLITION

ELEVATIONS

AD301

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS - TYP.

NORTH ELEVATION - DEMOLITION

1/8" = 1'-0"

EAST ELEVATION - DEMOLITION

1/8" = 1'-0"

WEST ELEVATION - DEMOLITION

1/8" = 1'-0"

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING FAN

SEE SHEET A103 FOR DEMOLITION

WORK INSIDE THE TOWER

EXISTING WINDOW

TO REM AIN

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOW

(BEYOND)

NOTE: SEE SHEET A401 FOR DEMOLITION WORK

ON THE INSIDE OF THE WINDOW OPENINGS (TYP).

NOTE: SEE SHEET A401 FOR DEMOLITION WORK

ON THE INSIDE OF THE WINDOW OPENINGS (TYP).

NOTE: SEE SHEET A401 FOR DEMOLITION WORK

ON THE INSIDE OF THE WINDOW OPENINGS (TYP).

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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12'

FIN. FLR.

EL.=578'-6"

FIN. FLR.

EL.=578'-6"

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

DEMOLITION

ELEVATIONS

AD302

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS -

EXISTING STEEL COLUMNS TO

REMAIN

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS -

EXISTING STEEL COLUMNS TO REMAIN

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS

DASHED LINES INDICATE COMPLETE

REMOVAL OF EXISTING WINDOWS

1/8" = 1'-0"

SOUTH ELEVATION - DEMOLITION

1/8" = 1'-0"

NORTH ELEVATION - DEMOLITION

1/8" = 1'-0"

SOUTH ELEVATION - DEMOLITION

NOTE: SEE SHEET A401 FOR DEMOLITION WORK

ON THE INSIDE OF THE WINDOW OPENINGS (TYP).

NOTE: SEE SHEET A401 FOR DEMOLITION WORK

ON THE INSIDE OF THE WINDOW OPENINGS (TYP).

NOTE: SEE SHEET A401 FOR DEMOLITION WORK

ON THE INSIDE OF THE WINDOW OPENINGS (TYP).

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AutoCAD SHX Text Engineer/Consultants

AutoCAD SHX Text Sheet Title

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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REVISIONS:

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EX.RTU-2

BOILER RM.

DIRECTOR OF

PSYCH. HEALTH

CONFERENCE RM. /

COMPUTER LAB

KITCHENETTE

VOLUNTEER

STORAGE

CHAPLAIN 1

CHAPLAIN

ASSISTANTS (3)

TOILET

VESTIBULE

MEN'S TOILET

WOMEN'S TOILET

MEN'S

TOILET

WOMEN'S

TOILET

I.T. CLOSET

VESTIBULE

STAIR

CHAPLAIN 2

CHAPLAIN 3

FAMILY READINESS

MULTI-PURPOSE ROOM

109LECTURE HALL

CORRIDOR

CO

RR

ID

OR

FAMILY READINESS

OFFICE

STAGE

AREA DEFENSE

COUNSEL

SARC

COUNSELING

SARC

OFFICE

SARC

WAITING

FAMILY READINESS

ASSISTANT

FAMILY READINESS

YELLOW RIBBON

TOUCH-DOWN

OFFICE

STUDENT FLIGHT

CLASSROOM

J.C.

VOLUNTEER

STORAGE

AIRMEN'S

LOUNGE

EX. LP-C

TO REMAIN

1. DO NOT SCALE DRAWINGS

2. ALL DIMENSIONS ARE NOMINAL, U.N.O.

3. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO START OF WORK.

4. ALL DIMENSIONS SHOWN AS EXISTING SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO

DEMOLITION. VERIFY ALL DEMOLITION WORK W/ NEW CONSTRUCTION AND INSTALLATION

DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.

5. DOCUMENTS ARE BASED UPON OWNER'S RECORD DRAWINGS. NOTIFY ARCHITECT OF

DISCREPANCIES OR CONDITIONS REQUIRING SUPPLEMENTAL INSTRUCTION PRIOR TO

CONTINUATION OF WORK.

6. ALL WORK TO ADHERE TO ALL STATE, LOCAL CODES.

7. ADJOINING SPACES TO REMAIN OCCUPIED DURING CONSTRUCTION. PROTECT AND ALLOW TO

REMAIN FUNCTIONAL.

9. CONTRACTOR TO MAINTAIN ALL EGRESS PATHS CODE COMPLIANT DURING DURATION OF

CONSTRUCTION ACTIVITIES.

10. CONTRACTOR TO INSTALL TEMPORARY PARTITIONS AND DUST CONTROLS TO ADEQUATELY

SEAL OFF CONSTRUCTION ACTIVITIES FROM ADJACENT SPACES THAT ARE TO REMAIN

OCCUPIED.

11. CONTRACTOR TO COORDINATE ALL UTILITY SHUT DOWNS THAT WILL IMPACT ADJACENT

OCCUPIED SPACES WITH OWNER REPRESENTATIVE.

12. CONTRACTOR TO COORDINATE LOCATION OF MATERIAL STAGING AREAS WITH OWNER

REPRESENTATIVE AND ALLOWABLE INGRESS/EGRESS PATH FOR MOVING CONSTRUCTION

MATERIALS AND DEBRIS.

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

FIRST FLOOR

PLAN

A101

NORTH

FIRST FLOOR PLAN

GENERAL NOTES

NORTH

PROJECT

AREA

BLDG #168

SITE PLAN

A301

A302

A301

A301

A302

ELECTRICAL KEYED NOTES:

ELECTRICAL CONTRACTOR TO REPLACE TWO EXISTING DUPLEX RECEPTACLES IN THE TOWER AREA

AND REPLACE WITH 20A GFCI DUPLEX RECEPTACLES WITH IN-USE WEATHERPROOF BOX AND

COVERPLATE. TAP THE EXISTING 120VOLT RECEPTACLE CIRCUIT THAT IS FED FROM EXISTING PANEL LP-C (SHOWN ON THIS PLAN) AND EXTEND THE CIRCUIT TO EACH CLOCK WITH 2 #12, 1 #12GRD, 3 4"C.

PROVIDE A WEATHERPROOF JUNCTION BOX AND SEALTIGHT CONDUIT AS REQUIRED. THE CLOCK

LOAD IS APPROXIMATELY 8 WATTS EACH. REFER TO DRAWING A301 DETAIL 2 FOR CLOCK TOWER

LOCATION. MAKE ALL CLOCK TERMINATIONS PER MANUFACTURERS RECOMMENDATIONS.

E1

E1

E1

ABOVE

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text Engineer/Consultants

AutoCAD SHX Text Sheet Title

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SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

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REVISIONS:

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AutoCAD SHX Text 60592063

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PROJECT

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AutoCAD SHX Text 03-06-2019

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RGD

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WILBUR WRIGHT BLVD

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GEORGE AVE

LAKE ST

ST

AIR 20

0BALCONY

ROOF

ROOF

ROOF

ROOF

CEILING ACCESS

PANEL TO TOWER

LADDER

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

SECOND FLOOR

PLAN

A102

NORTH

SECOND FLOOR PLAN

NORTH

PROJECT

AREA

BLDG #168

SITE PLAN

A302

A301

A301

A301

1. DO NOT SCALE DRAWINGS

2. ALL DIMENSIONS ARE NOMINAL, U.N.O.

3. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO START OF WORK.

4. ALL DIMENSIONS SHOWN AS EXISTING SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO

DEMOLITION. VERIFY ALL DEMOLITION WORK W/ NEW CONSTRUCTION AND INSTALLATION

DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.

5. DOCUMENTS ARE BASED UPON OWNER'S RECORD DRAWINGS. NOTIFY ARCHITECT OF

DISCREPANCIES OR CONDITIONS REQUIRING SUPPLEMENTAL INSTRUCTION PRIOR TO

CONTINUATION OF WORK.

6. ALL WORK TO ADHERE TO ALL STATE, LOCAL CODES.

7. ADJOINING SPACES TO REMAIN OCCUPIED DURING CONSTRUCTION. PROTECT AND ALLOW TO

REMAIN FUNCTIONAL.

9. CONTRACTOR TO MAINTAIN ALL EGRESS PATHS CODE COMPLIANT DURING DURATION OF

CONSTRUCTION ACTIVITIES.

10. CONTRACTOR TO INSTALL TEMPORARY PARTITIONS AND DUST CONTROLS TO ADEQUATELY

SEAL OFF CONSTRUCTION ACTIVITIES FROM ADJACENT SPACES THAT ARE TO REMAIN

OCCUPIED.

11. CONTRACTOR TO COORDINATE ALL UTILITY SHUT DOWNS THAT WILL IMPACT ADJACENT

OCCUPIED SPACES WITH OWNER REPRESENTATIVE.

12. CONTRACTOR TO COORDINATE LOCATION OF MATERIAL STAGING AREAS WITH OWNER

REPRESENTATIVE AND ALLOWABLE INGRESS/EGRESS PATH FOR MOVING CONSTRUCTION

MATERIALS AND DEBRIS.

GENERAL NOTES

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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REVISIONS:

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GEORGE AVE

LAKE ST

A103

'-6

'-4

'-6

8'-8"

6'- 4"

SL

OP

E 1/4

"/F T

1/4

FT

1/4"

FT

A103

3" QUICKSEAM SPLICE TAPE

EPDM MEMBRANEFLASHING

8"

EXISTING PRECAST

CONCRETE DECK

PROVIDE NEW METAL REGLET AND

COUNTER FLASHING

DETAIL

EXISTING MASONRY

FULLY ADHERED EPDM

MEMBRANE ROOFING

OVER TAPERED INSULATION,

EXISTING CONCRETE DECK

ROOF PLAN

AND DETAILS

A103

NORTH

PROJECT

AREA

BLDG #168

SITE PLAN

1. DO NOT SCALE DRAWINGS

2. ALL DIMENSIONS ARE NOMINAL, U.N.O.

3. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO START OF WORK.

4. ALL DIMENSIONS SHOWN AS EXISTING SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO

DEMOLITION. VERIFY ALL DEMOLITION WORK W/ NEW CONSTRUCTION AND INSTALLATION

DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.

5. DOCUMENTS ARE BASED UPON OWNER'S RECORD DRAWINGS. NOTIFY ARCHITECT OF

DISCREPANCIES OR CONDITIONS REQUIRING SUPPLEMENTAL INSTRUCTION PRIOR TO

CONTINUATION OF WORK.

6. ALL WORK TO ADHERE TO ALL STATE, LOCAL CODES.

7. ADJOINING SPACES TO REMAIN OCCUPIED DURING CONSTRUCTION. PROTECT AND ALLOW TO

REMAIN FUNCTIONAL.

9. CONTRACTOR TO MAINTAIN ALL EGRESS PATHS CODE COMPLIANT DURING DURATION OF

CONSTRUCTION ACTIVITIES.

10. CONTRACTOR TO INSTALL TEMPORARY PARTITIONS AND DUST CONTROLS TO ADEQUATELY

SEAL OFF CONSTRUCTION ACTIVITIES FROM ADJACENT SPACES THAT ARE TO REMAIN

OCCUPIED.

11. CONTRACTOR TO COORDINATE ALL UTILITY SHUT DOWNS THAT WILL IMPACT ADJACENT

OCCUPIED SPACES WITH OWNER REPRESENTATIVE.

12. CONTRACTOR TO COORDINATE LOCATION OF MATERIAL STAGING AREAS WITH OWNER

REPRESENTATIVE AND ALLOWABLE INGRESS/EGRESS PATH FOR MOVING CONSTRUCTION

MATERIALS AND DEBRIS.

GENERAL NOTES

PROVIDE NEW 30 x 36"

INSULATED ALUMINUM

ROOF ACCESS HATCH

FIELD VERIFY SIZE OF

EXISTING DECK OPENING

AND OVERHEAD

CLEARANCE

REMOVE EXISTING ROOF

ACCESS HATCH AND CURB.

OUTLINE OF NEW TOWER

CLOCK ASSEMBLY ON

EXTERIOR FACE OF WALL.

EXISTING ROOF

CONDUCTOR FROM

ROOF DRAIN THRU

WALL TO SPLASH PAD

ON LOWER ROOF, TO

REMAIN IN PLACE.

REMOVE EXISTING ROOF

DRAIN ASSEMBLY (TO BE

RE- INSTALLED WITH NEW

ROOF SYSTEM.)

REMOVE EXISTING

EXHAUST FAN ASSEMBLY.

AND RE- INSTALL WITH NEW

ROOF SYSTEM.

REMOVE EXISTING ROOFING

SYSTEM, INCLUDING CURBS,

CANTS, INSULATION, WALL

FLASHING, & COUNTER

FLASHING. PREPARE

EXISTING DECK AND WALL

SUFACES FOR NEW ROOFING.

PROVIDE NEW FULLY ADHERED

60 MIL EPDM ROOFING, OVER

TAPERED INSULATION, ON

EXISTING CONCRETE DECK

EXISTING ROOF CONDUCTOR

FROM ROOF ABOVE

EXISTING PERIMETER

THRU-WALL FLASHING TO

REMAIN.

EXISTING WALL OPENINGS

TO REMAIN TYP.

N O

R T

H

LOWER TOWER ROOF PLAN

NEW WORK

DEMO WORK

SECTION AT TOWER

A103 SCALE: 1/4" = 1'-0"

REPAIR LOOSE STONE CAPS

AND SILLS TYP.

NOTE: SALVAGE EXISTING

SPEAKER SYSTEM, INCLUDING

WIRING AND BRACKETS, AND

TURN OVER TO SANG.

PROVIDE NEW FULLY ADHERED

60 MIL EPDM ROOFING, OVER

TAPERED INSULATION, ON

EXISTING CONCRETE DECK.

EXISTING HORIZONTAL AND

VERTICAL STRUCTURAL

TOWER BRACING TO REMAIN.

VERIFY EXACT LOCATIONS IN

FIELD.

REINSTALL EXISTING ROOF

DRAIN ASSEMBLY

N O

R T

H

UPPER TOWER ROOF PLAN

PROVIDE NEW CRICKETS

AND SADDLES @ 1/2"/FT

RE- INSTALL EXISTING

EXHAUST FAN ASSEMBLY

W/ NEW FLASHING AS REQ'D.

EXISTING ROOF DRAIN

ASSEMBLY TO REMAIN

EXISTING ROOF SYSTEM TO

REMAIN IN PLACE. - REPAIR

ANY DAMAGE CAUSED BY

NEW WORK.

REPAIR LOOSE STONE CAPS.

PROVIDE NEW ANCHORS,

FLASHING, MORTAR ETC. TO

ENSURE CAPS ARE SOLID AND

WATERTIGHT. REPLACE ANY

BROKEN STONE UNITS, WITH

NEW TO MATCH EXISTING (TYP.)

EXISTING BUILDING ROOF

TO REMAIN

PROVIDE NEW 30 x 36"

INSULATED ALUMINUM

ROOF ACCESS HATCHREMOVE EXISTING

EXHAUST FAN ASSEMBLY.

AND RE- INSTALL WITH NEW

ROOF SYSTEM.

· REMOVE EXISTING ROOFING DOWN TO CONCRETE DECK AND DISPOSE.

· REPAIR EXISTING STONE COPING ON PARAPET .

· PREP CONCRETE DECK FOR INSTALLTION OF NEW ROOFING

· REMOVE EXISTING AND PROVIDE NEW 12" HIGH MIN. ROOF CURBS.

· INSTALL 1/4” PER FOOT SLOPE TAPERED INSULATION SYSTEM WITH 1/2"

PER FOOT SLOPE SADDLES BETWEEN DRAINS.

· INSTALL RPF STRIP AT PERIMETER BASE TIE IN.

· INSTALL FULLY ADHERED 60 MIL EPDM MEMBRANE INTO POSITION PER

MANUFACTURER'S SPECIFICATIONS.

· REMOVE EXISTING AND INSTALL HOT DIP GALVANIZED REGLET AND

COUNTER FLASHING .

· PROVIDE 20 YEAR MIN.WARRANTY.

ROOFING SCOPE OF WORK:

A103

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

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WILBUR WRIGHT BLVD

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LAKE ST

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WILBUR WRIGHT BLVD

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LAKE ST

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WILBUR WRIGHT BLVD

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GEORGE AVE

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LAKE ST

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text Engineer/Consultants

AutoCAD SHX Text Sheet Title

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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03-06-2019

346 17 5B 5A5C 2*

* ASTERISK DENOTES

OBSCURE GLASS

810 9

10111213

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

WINDOW

SCHEDULE

AND WINDOW

A201

TYPES

2'-

2'-8"3'-8"

2'-

4'-0"

2'-

4'-7"

8'- 8"

9'- 5 1

/2" 4'-5"

2'-3 1/2" 2'-3 1/2"

2'-11"

5'- 0 1

/2"

3'-4"

'-3

9'-1"

8'- 3"

9'-0"

5'-

8'- 2 1

/2"

4'-9"

9'- 4 1

/2"

8'- 2 1

/2"

9'- 4 1

/2"

4'-9"

4'- 3"

3'-6 1/2"

4'-

" A .F

.F

4'-

" A .F

.F

6'- 0"

A .F

.F

1'- 7"

A .F

.F

'-2

" A .F

.F

'-2

" A .F

.F

4'- 1"

A .F

.F

'-1

" A .F

.F

'-4

" A .F

.F

4'- 4"

A .F

.F

3'' -6

" A .F

.F

WINDOW SCHEDULE

NUMBER SIZE B.O.D. DETAIL # MATERIAL Remarks

Width Height Series

1 2'-8" 2'-10" GT6700 7/A401 CLEAR ANODIZED ALUMINUM FRAME WITH 1"

INSULATED, LAMINATED, LOW 'e'', TINTED GLAZING

BLAST RESISTANT

WINDOW

2 3'-8" 2'-10" GT6700 7/A401 '' ''

3 4'-0" 2'-10" GT6700 7/A401 '' ''

4 4'-7" 8'-8" TRI-FAB

400 5/A401 '' ''

5A 9'-5" 5'-3" TRI-FAB

400 6/A401 '' ''

5B 4'-8" 9'-4" TRI-FAB

400 6/A401 '' ''

5C 4'-8" 9'-4" TRI-FAB

400 6/A401 '' ''

6 3'-6" 4'-3" GT6700 3/A401- SIM '' ''

7 2'-11" 5'-0" GT6700 3/A401 '' ''

8 3'-4" 15'-3" TRI-FAB

400 1/A401 '' ''

9 9'-1" 8'-3" TRI-FAB

400 1/A401 '' ''

10 9'-0" 5'-10" TRI-FAB

400 2/A401 '' ''

11 3'-5" 3'-0" GT6700 4/A401 '' ''

12 8'-2" 3'-1" GT6700 2/A401 -SIM '' ''

13 2'- 4' 5'-4' GT6700 7/A401 -SIM '' ''

'-2

" A .F

.F

1/4" = 1'-0"

WINDOW TYPES

9'-0"

5'-

3'-5"

3'- 0"

3'-1"

8'- 2 7

/8"

3'' -6

" A .F

.F

4'' -2

" A .F

.F

3'' -1

" A .F

.F

5'- 4"

2'-4"

NOTE: FIELD VERIFY ALL DIMENSIONS

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text Engineer/Consultants

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text File:

AutoCAD SHX Text Drawn By:

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AutoCAD SHX Text 60592063

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PROJECT

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AutoCAD SHX Text Date:

AutoCAD SHX Text 03-06-2019

AutoCAD SHX Text

RGD

AutoCAD SHX Text

TS

AutoCAD SHX Text

JF

AutoCAD SHX Text

100% CD

AutoCAD SHX Text 03-06-19

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6'

7 77777777777 8

9 9999999

FIN. FLR.

EL.=578'-6"

HEALTH FIN. FLR.

DIRECTOR OF PSCH.

EL.=579'-6"

FIN. FLR.

BOILER RM

EL.=577'-0"

1 2* 2* 2 2 2 2 31 1 1

ASTERISK DENOTES

OBSCURE GLASS*

(BEYOND)

64 4 4

5B 5A 5C

6 6 6 6 6 6 6

3 1 /2"

10"

8" +/-

6"

FACE OF WALL

4"

3"

1 1 /2"

3"

4"

8" +/-

A

A SECTION

(2) 1/4 " WEEP HOLES IN

BRACKET TYP.

ALUM. BRACKET FASTENED TO

CLOCK ASSEMBLY PRIOR TO

INSTALLATION. PAINTED

(LIMESTONE COLOR) TO MATCH

BEZEL.

POLYURETHANE KEYSTONE (W/

TREATED WD. BLOCKING

EMBEDED) - COLOR TO MATCH

BEZEL. FASTEN TO BRACKET

AFTER CLOCK ASSEMBLY IS

INSTALLED

4' DIA 400 SERIES CLOCK W/

CUSTOM PAINTED BEZEL -

LIMESTONE COLOR

1/8" THK. ALUM. BRACKET -

FASTENED TO BEZEL AND

THEN PAINTED, TO MATCH.

POLYURETHANE KEYSTONE,

W/ TREATED WD. BLOCKING.

(COLOR TO MATCH BEZEL)

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

EXTERIOR

ELEVATIONS

A301

1/8" = 1'-0"

NORTH ELEVATION

NEW SURFACE MOUNTED CLOCK

A103

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

WEST ELEVATION

CLOCK DETAIL4

A301

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text Engineer/Consultants

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

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REVISIONS:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text File:

AutoCAD SHX Text Drawn By:

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AutoCAD SHX Text 03-06-2019

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RGD

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TS

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JF

AutoCAD SHX Text

100% CD

AutoCAD SHX Text 03-06-19

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11111112 12 12 12 12 12 12 12 12

FIN. FLR.

EL.=578'-6"

9 9 9 9 9 9

FIN. FLR.

EL.=578'-6"

11 11 11 12 12 12 12 12 12 12 12 12

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

EXTERIOR

ELEVATIONS

A302

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

NEW SURFACE MOUNTED CLOCK

A301

PROVIDE ALUMINUM COLUMN

CLOSURE PLATE - MATCH

WINDOW FINISH

PROVIDE ALUMINUM COLUMN

CLOSURE PLATE - MATCH

WINDOW FINISH

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text Engineer/Consultants

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text File:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text 60592063

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AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text Scale:

AutoCAD SHX Text Date:

AutoCAD SHX Text 03-06-2019

AutoCAD SHX Text

RGD

AutoCAD SHX Text

TS

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JF

AutoCAD SHX Text

100% CD

AutoCAD SHX Text 03-06-19

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BLAST RESISTANT WINDOW

UNITS (TYP.)

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

REMOVE EXISTING

HARDWOOD WOOD

TRIM AS REQUIRED TO

INSTALL WIDOWS.

RESIZE, REFINISH AND

REINSTALL TRIM.

REPLACE ANY

DAMAGED TRIM WITH

NEW HARDWOOD TO

MATCH EXISTING

PROVIDE 2 x WOOD

BLOCKING, ANCHOR

TO WALL TYP.

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

WALL TYP.

EXISTING MASONRY

SILL TO REMAIN

5'- 3"

FI

EL

D

VE

RI

FY

EXISTING MASONRY

WALL TO REMAIN

REMOVE EXISTING ACOUSTIC LAY-IN

CEILING PANELS & GRID AND AS

REQUIRED TO INSTALL NEW WOOD

TRIM. - MODIFY LAY-IN CEILING

PANELS & GRID AS REQUIRED TO

RE-INSTALL

PREFINISHED ALUM.

CLOSURE TRIM ON (3)

SIDES. FINISH TO MATCH

NEW WINDOW - TYPICAL

SE

E

W

IN

DO

W

S

CH

ED

UL

E

- F

IE

LD

V

ER

IF

Y

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

WALL TYP.

EXISTING MASONRY

SILL TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

EXISTING

CONSTRUCTION TO

REMAIN

EXISTING PRECAST

CONCRETE WALL

PANELS TO REMAIN

TYP.

BLAST RESISTANT

WINDOW UNITS (TYP.)

SEE WINDOW SCHEDULE

PROVIDE MUNTINS AS

SHOWN IN WINDOW

ELEVATIONS (TYP.)

REMOVE EXISTING

HARDWOOD WOOD TRIM

AS REQUIRED TO INSTALL

WIDOWS. RESIZE,

REFINISH AND REINSTALL

TRIM. REPLACE ANY

DAMAGED TRIM WITH

NEW HARDWOOD TO

MATCH EXISTING

8'- 2"

R .O

F

IE

LD

V

ER

IF

Y

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

REMOVE EXISTING

HARDWOOD WOOD

TRIM AS REQUIRED

TO INSTALL WIDOWS.

RESIZE, REFINISH

AND REINSTALL TRIM.

REPLACE ANY

DAMAGED TRIM WITH

NEW HARDWOOD TO

MATCH EXISTING

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

WALL TYP.

EXISTING MASONRY

SILL TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

FILL CAVITY WITH BATT

INSULATION

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

REMOVE EXISTING

HARDWOOD WOOD

TRIM AS REQUIRED TO

INSTALL WIDOWS.

RESIZE, REFINISH AND

REINSTALL TRIM.

REPLACE ANY

DAMAGED TRIM WITH

NEW HARDWOOD TO

MATCH EXISTING

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

WALL TYP.

BLAST RESISTANT WINDOW

UNITS (TYP.)

FILL CAVITY WITH BATT

INSULATION

EXISTING WOOD

COLUMN

BLAST RESISTANT

WINDOW UNITS (TYP.)

SEE WINDOW SCHEDULE

PROVIDE MUNTINS AS

SHOWN IN WINDOW

ELEVATIONS (TYP.)

CUT BACK EXISTING

HARDWOOD TRIM TO

ALLOW FOR NEW WORK

PROVIDE 2 x WOOD

BLOCKING, FASTEN TO

EXISTING WOOD BEAM

JAMB DETAIL

EXISTING PRECAST

COLUMN ENCLOSURE

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

REMOVE EXISTING

HARDWOOD WOOD TRIM

AS REQUIRED TO

INSTALL WIDOWS.

RESIZE, REFINISH AND

REINSTALL TRIM.

REPLACE ANY DAMAGED

TRIM WITH NEW

HARDWOOD TO MATCH

EXISTING

EXISTING MASONRY

SILL TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

PROVIDE PRE-FINISHED

ALUM. CLOSURE TRIM ON

(3) SIDES. FINISH TO

MATCH NEW WINDOW -

TYPICAL

FILL CAVITY WITH BATT

INSULATION

SE

E

W

IN

DO

W

S

CH

ED

UL

E

- F

IE

LD

V

ER

IF

Y

EXISTING PRECAST

CONCRETE WALL

PANELS TO REMAIN

TYP.

5"

SEALANT AND BACKER

ROD AT PERIMETER

(TYP)

BLAST RESISTANT

WINDOW UNITS (TYP.)

SEE WINDOW SCHEDULE

PROVIDE MUNTINS AS

SHOWN IN WINDOW

ELEVATIONS (TYP.)

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

REMOVE EXISTING

HARDWOOD WOOD

TRIM AS REQUIRED

TO INSTALL

WIDOWS. RESIZE,

REFINISH AND

REINSTALL TRIM.

REPLACE ANY

DAMAGED TRIM

WITH NEW

HARDWOOD TO

MATCH EXISTING

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

WALL TYP.

EXISTING MASONRY

SILL TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

R.

O.

VA

RI

ES

SE

E W

IN

DO

W E

LE

VA

TI

ON

S

- A

EXISTING PRECAST

CONCRETE PANELS

TO REMAIN

8"

SEALANT AND BACKER

ROD AT PERIMETER

(TYP)

BLAST RESISTANT

GLAZING UNITS (TYP.)

SEE WINDOW SCHEDULE

PROVIDE SILL

PREFINISHED

EXTENSION (TYP.)

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

BEAM TYP.

PROVIDE PREFINISHED ALUMINUM

FLASHING (TYP.)EXISTING PLYWOOD

SOFFIT

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

REMOVE EXISTING

HARDWOOD WOOD

TRIM AS REQUIRED

TO INSTALL

WIDOWS. RESIZE,

REFINISH AND

REINSTALL TRIM.

REPLACE ANY

DAMAGED TRIM

WITH NEW

HARDWOOD TO

MATCH EXISTING

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

WALL TYP.

EXISTING MASONRY

SILL TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

R.

O.

VA

RI

ES

SE

E W

IN

DO

W E

LE

VA

TI

ON

S

- A

EXISTING PRECAST

CONCRETE EAVE TO

REMAIN

8"

SEALANT AND BACKER

ROD AT PERIMETER

(TYP)

BLAST RESISTANT

GLAZING UNITS (TYP.)

SEE WINDOW SCHEDULE

PROVIDE SILL

PREFINISHED

EXTENSION (TYP.)

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

BEAM TYP.

PROVIDE PREFINISHED ALUMINUM

FLASHING (TYP.)

EXISTING PLYWOOD

TRIM

SE

E

W

IN

DP

W

S

CH

ED

UL

E

- F

IE

LD

V

ER

IF

Y

5"

SEALANT AND BACKER

ROD AT PERIMETER

BOTH SIDES (TYP)

BLAST RESISTANT

WINDOW UNITS (TYP.)

SEE WINDOW SCHEDULE

PROVIDE MUNTINS AS

SHOWN IN WINDOW

ELEVATIONS (TYP.)

SEALANT AND BACKER

ROD - EA. SIDE AT

PERIMETER (TYP)

PROVIDE NEW 1X

HARDWOOD SILL AND

APRON - FINISH TO

MATCH EXISTING

PROVIDE 2 x WOOD

BLOCKING, ANCHOR TO

WALL TYP.

EXISTING MASONRY

SILL TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

127th WING

WELLNESS

CENTER

BUILDING 168

EXT

http://www.AECOM.com

27777 Franklin Road, Suite 2000

Southfield, MI 48034

United States

P: 248 204 5900 F: 248 204 5901

SECTIONS

AND DETAILS

A401

SECTION AT WINDOW

A201

SECTION AT WINDOW

A201

SECTION AT WINDOW

A201

SECTION AT WINDOW

A201

SECTION AT WINDOW

A201

SECTION AT WINDOW

A201

SECTION AT WINDOW

A201

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AutoCAD SHX Text B

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text Engineer/Consultants

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text Project Number:

AutoCAD SHX Text File:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text 60592063

AutoCAD SHX Text Mark

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text Scale:

AutoCAD SHX Text Date:

AutoCAD SHX Text 03-06-2019

AutoCAD SHX Text

RGD

AutoCAD SHX Text

TS

AutoCAD SHX Text

JF

AutoCAD SHX Text

100% CD

AutoCAD SHX Text 03-06-19

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 3"

AutoCAD SHX Text 9"

AutoCAD SHX Text

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

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9"

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