REPAIR STORM DAMAGE & REPLACE ROOF JACKSON … Final... · e east ec electrical contractor eho...

JACKSON READINESS CENTER

OWNER: STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR

PROJECTMANAGEMENT:

OFFICE OF ADMINISTRATIONDIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION

DESIGNER: Farnsworth Group, Inc.

PROJECT NUMBER: T1931-01

SITE NUMBER: 6312ASSET NUMBER: 8136312001

JACKSON, MISSOURI

REPAIR STORM DAMAGE & REPLACE ROOF

SHEET NUMBER:

G0011 OF 12 SHEETSAugust 1, 2019

DEPARTMENT OF PUBLIC SAFETYMISSOURI NATIONAL GUARDOFFICE OF THE ADJUTANT GENERALFACILITIES DIVISION

Farnsworth Group, Inc.

Missouri State Certificate of Authority #000744

SHEET INDEX SHEET TITLEG001 COVERG002 GENERAL NOTESS100 ROOF FRAMING PLANA101 FLOOR PLAN - DEMOA102 ROOF PLAN - DEMOA103 FLOOR PLANA104 ROOF PLANA201 EXTERIOR ELEVATIONSA501 ROOF DETAILSA701 REFLECTED CEILING PLANI101 INTERIOR FINISH PLANI601 INTERIOR FINISH SCHEDULE

PROJECT LOCATION

GROUP

www.f-w.comEngineers | Architects | Surveyors | Scientists

20 ALLEN AVENUE, SUITE 200ST LOUIS, MISSOURI 63119(314) 962-7900 / [email protected]

DATE: 8/1/19EXP: 12/31/20

DESCRIPTION OF EXISTING CONDITIONS AND SCOPE OF WORK

A.EXISTING CONDITIONS:

1. THE EXISTING ROOFING COMPOSITION IS BELIEVED TO CONSIST OF A FULLY

ADHERED EPDM SINGLE-PLY MEMBRANE OVER POLYISOCYANURATE INSULATION

BOARD OVER AN EXISTING LIGHTWEIGHT GYPSUM CONCRETE ROOF DECK OVER

AN EXISTING METAL ROOF FORM DECK OVER A STEEL BAR JOIST ROOF

STRUCTURE. THERE ARE EXISTING METAL ROOF FLASHINGS, GUTTERS AND

DOWNSPOUTS PRESENT.

2. THE EXISTING MATERIALS HAVE BEEN TESTED FOR ASBESTOS CONTAINING

MATERIALS (ACM). SEE SPECIFICATION FOR TESTING REPORT. FOLLOW METHODS

OF REMOVAL AS SPECIFIED.

3. OWNER WILL REMOVE FURNITURE FROM THE OFFICE AREAS.

B. WORK INCLUDES THE FOLLOWING:

1. REMOVAL OF ALL EXISTING ROOFING SYSTEM COMPONENTS INCLUDING EPDM

MEMBRANE, INSULATION ASSEMBLIES, ADHESIVES, FASTENERS, ETC. DOWN TO

THE EXISTING LIGHTWEIGHT GYPSUM CONCRETE ROOF DECK. IF NECESSARY,

SELECTIVE METAL ROOF DECKING REPLACEMENT MAY BE REQUIRED IN THE

SPECIFIC AREAS INDICATED ON THE ROOF PLAN. THIS INCLUDES ALL EXISTING

METAL ROOF FLASHINGS, GUTTERS AND DOWNSPOUTS.

2. REPAIR AND REPLACEMENT OF ANY DETERIORATED LIGHTWEIGHT GYPSUM

CONCRETE.

3. INSTALLATION OF NEW TREATED WOOD BLOCKING (PERIMETER, CURBS, ETC.).

4. INSTALLATION OF GYPSUM BOARD SHEATHING MECHANICALLY FASTENED TO

LIGHTWEIGHT GYPSUM CONCRETE ROOF DECK.

5. INSTALLATION OF NEW POLYISOCYANURATE ROOF INSULATION UTILIZING ROOFING

MANUFACTURER'S APPROVED BONDING ADHESIVE.

6. INSTALLATION OF A NEW FULLY ADHERED TPO ROOFING MEMBRANE ASSEMBLY

INCLUDING FLASHINGS, GUTTERS.

7. REPAIRS TO INTERIOR FINISHES DUE TO WATER DAMAGE INCLUDING FLOOR AND

WALL FINISHES, PAINTING, AND CEILING REPAIR.

GENERAL NOTES FOR ROOFING WORK (NOTES APPLY TO ENTIRE PROJECT)

1. THESE DRAWINGS HAVE BEEN PREPARED ON THE COMBINED BASIS OF PLANS

AND INFORMATION PROVIDED TO OUR OFFICE BY THE USING AGENCY AS WELL

AS OBSERVATIONS WE HAVE CONDUCTED AT THE PROJECT SITE. THE GENERAL

INTENT OF THESE BIDDING DOCUMENTS (I.E. DRAWINGS AND SPECIFICATIONS) IS

TO ILLUSTRATE THE PHYSICAL CONDITIONS PRESENT AT THE PROJECT SITE.

2. PRIOR TO SUBMITTING THEIR BID, EACH CONTRACTOR IS REQUIRED TO VERIFY

ALL CONDITIONS AT THE PROJECT SITE AND FULLY INFORM THEMSELVES OF ALL

EXISTING CONDITIONS THAT MAY AFFECT THEIR WORK. EACH CONTRACTOR

SHALL INSPECT ALL AREAS WHERE RE-ROOFING WORK IS SCHEDULED TO BE

PERFORMED AND SHALL INCLUDE IN THEIR BIDS ANY ADDITIONAL WORK THAT

MAY BE REQUIRED IN ORDER TO PERFORM THE SPECIFIED WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF ANY AND ALL DAMAGES

TO THE SITE, BUILDING AND/OR CONTENTS INCURRED AS A RESULT OF THE

CONTRACTOR'S (OR SUB-CONTRACTOR'S, SUPPLIERS, ETC.) WORK OPERATIONS

TO THE SATISFACTION OF THE USING AGENCY AND ARCHITECT. SUCH

CORRECTIVE WORK MUST BE PERFORMED AT NO ADDITIONAL COST TO THE

USING AGENCY OR ARCHITECT.

4. THE CONTRACTOR SHALL CONFINE THEIR WORK OPERATIONS TO THOSE AREAS

WHICH ARE SPECIFICALLY SCHEDULED FOR RE-ROOFING WORK AND MUST

COORDINATE ALL WORK WITH THE USING AGENCY IN ORDER TO AVOID AND/OR

MINIMIZE THE DISRUPTION OF NORMAL BUILDING OPERATION.

5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS OF WORK

WATERTIGHT AT ALL TIMES THROUGHOUT THE DURATION OF THE ENTIRE

PROJECT.

6. THE USING AGENCYS MAINTENANCE PERSONNEL, STAFF AND ADMINISTRATION

WILL OCCUPY THE BUILDING DURING THE RE-ROOFING CONSTRUCTION PERIOD.

WHEREVER WORK OPERATIONS OCCUR NEXT TO A BUILDING ENTRANCE, THE

CONTRACTOR MUST PROVIDE PROTECTIVE BARRIERS OR BARRICADES TO

ALLOW PROPER AND ADEQUATE BUILDING ACCESS AND UNOBSTRUCTED

EGRESS.

7. THE CONTRACTOR IS REQUIRED TO COMMUNICATE WITH BOTH THE USING

AGENCY AND THE ARCHITECT ON A DAILY BASIS OF THE CURRENT WORK

SCHEDULE SO PROPER COORDINATION AND SCHEDULING FOR OBSERVATION OF

WORK AND COORDINATION WITH AGENCY ACTIVITIES CAN OCCUR.

8. ALL RE-ROOFING WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE

DRAWINGS AND SPECIFICATIONS PREPARED BY THE ARCHITECT; HOWEVER, IN

NO CASE SHALL RE-ROOFING INSTALLATION DEVIATE FROM THE ROOFING

SYSTEM MANUFACTURER'S MINIMUM WARRANTY REQUIREMENTS. IF ANY SUCH

DISCREPANCIES OCCUR, THE CONTRACTOR MUST NOTIFY THE ARCHITECT

IMMEDIATELY. RESOLUTION MUST BE MADE BEFORE PROCEEDING WITH ANY

SUCH WORK.

9. UNLESS NOTED OTHERWISE, ALL NEW SHEET METAL WORK ASSOCIATED WITH

RE-ROOFING WORK SHALL COMPLY WITH RECOMMENDATIONS AND DETAILS IN

THE MOST CURRENT EDITION OF "ARCHITECTURAL SHEET METAL MANUAL"

PUBLISHED BY SMACNA. SEE DETAILS FOR TYPE, GAUGE AND FINISH OF NEW

SHEET METAL COMPONENTS.

10. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE EXISTING ROOF DECK

SURFACE AT EACH ROOF AREA JUST PRIOR TO THE INSTALLATION OF THE NEW

ROOFING SYSTEM AND REMOVE ALL NAILS, FASTENERS AND OTHER FOREIGN

MATERIAL, WHEREAS TO PROVIDE A REASONABLY SMOOTH SURFACE FOR THE

APPLICATION OF NEW ROOFING MATERIALS.

11. ALL NEW TAPERED INSULATION CRICKETS AND ROOF SADDLES INDICATED ON

THE DRAWINGS SHALL UTILIZE A 1/2" PER FOOT TAPERED POLYISOCYANURATE

INSULATION SYSTEM (POLYISO).

12. EXCEPT AS OTHERWISE INDICATED ON THE DRAWINGS, ALL WOOD BLOCKING

AND PLYWOOD SHALL BE PRESSURE TREATED. ALL FASTENERS INSTALLED

EITHER IN CONTACT OR FOR INSTALLATION OF PRESSURE TREATED WOOD SHALL

BE STAINLESS STEEL OR HAVE A CORROSION-RESISTANT COATING SPECIFICALLY

DESIGNED AND SUITABLE FOR USE WITH PRESSURE TREATED WOOD.

13. SEALANT FOR EXTERIOR JOINTS SHALL BE ONE AND/OR TWO PART

POLYURETHANE, SOFT CURING, NON-STAINING, OF GUN CONSISTENCY IN COLOR

TO CLOSELY MATCH ADJACENT MATERIALS. CLEAN AND PRIME ALL JOINTS AS

REQUIRED PRIOR TO SEALANT INSTALLATION.

14. CONTRACTOR SHALL RAISE AND EXTEND ALL EXISTING EXHAUST FANS, AND

EQUIPMENT CURBS TO PROVIDE A MINIMUM CLEARANCE OF 12" ABOVE FINISHED

ROOF LEVEL. THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE EXTENSION

OF ALL EXISTING, PIPING, DUCTWORK AND/OR ELECTRICAL WORK AS MAY BE

REQUIRED TO ACCOMMODATE THE ADDITIONAL CURB HEIGHTS. PROVIDE A

CONTINUOUS SEAL STRIP ON TOP OF LEVEL CURBS PRIOR TO RESETTING UNITS.

NEW CURB EXTENSIONS SHALL MATCH EXISTING CURB PROFILES AND BLOCKING

THICKNESS. THE CONTRACTOR SHALL TEST RUN EACH POWER ROOF EXHAUST

AND/OR HANDLING UNIT, IN THE PRESENCE OF THE ARCHITECT'S

REPRESENTATIVE OR USING AGENCY PRIOR TO DISCONNECTING AND RAISING

THE UNIT AND EXTENDING THE CURBS. THIS INCLUDES BUT IS NOT LIMITED TO

ALL ANCILLARY GAS PIPING, ELECTRICAL CONNECTIONS, DUCTWORK, ETC.

15. RAISE AND EXTEND EXISTING ALL PLUMBING VENTS AS REQUIRED TO OBTAIN A

MINIMUM CLEARANCE OF 12" FROM THE TOP OF THE PLUMBING VENT FLASHING

TO TOP OF THE NEW ROOF (I.E. ABOVE FINISHED ROOF LEVEL).

16. THE CONTRACTOR SHALL NOT TRAFFIC UPON, OR STORE MATERIALS ON ANY

EXISTING ROOF AREAS WHICH ARE NOT A PART OF THIS CONTRACT.

SYMBOLS / ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

C

L

X

A-XXX

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

ROOF PLAN

X

A-XXX

NORTH ARROW

DETAIL TITLE

SECTION CUT CALL OUT

X

A-XXX

DETAIL REFERENCE CALL OUT

14

KEYNOTE

FLOOR DRAIN

ISSUE DATE:

SHEET NUMBER:

CHECKED BY:DRAWN BY:

DESIGNED BY:

DATE:REVISION:

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

STATE OF MISSOURIMICHAEL L. PARSON,

GOVERNOR

NWKNRBBTW

GENERAL NOTES

G0022 OF 12 SHEETSAugust 1, 2019

CAD DWG FILE:

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312A-002

8136312001

JACKSON

JACKSON, MISSOURI

READINESS CENTER224 W PARK ST.

63755

& REPLACE ROOF

OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT, DESIGNAND CONSTRUCTION

DEPARTMENT OFPUBLIC SAFETYMISSOURI NATIONALGUARD OFFICE OF THEADJUTANT GENERALFACILITIES DIVISION

SITE # ASSET #

PROJECT #

GROUP



DATE: 8/1/19EXP: 12/31/20

SEALED DATE: 08/05/2019

EXPIRATION DATE: 12/31/19

1

1

1

2

2

2

3

3

5

3

3

2

4

64

4

4

2

4

22'-8 1/2" 18'-4"

12'-3"

19'-4"

10'-0"

9'-11"

10'-0"

8'-9 1/2"

5'-2"

14'-8"

21'-4" 90'-0"

61'-0"

7

19'-3 1/4"

82'-5 1/2"

11'-7 3/4"

10'-0"22'-8 1/2" 19'-2"

22'-4"

53'-8"

20'-2"

9'-2 1/2"

12'-4 1/2"

103'-4"

136'-4"

106AREA

EXERCISE

105OFFICE

103OFFICE

101ENTRY

104OFFICE

107ROOM

LOCKER

102HALLDRILL

111VAULT

108OFFICE

109SUPPLY

110SUPPLY

112MAINTENANCE

113ACLASSROOM

113BCLASSROOM

114AFOOD PREP.

114CFOOD STOR.

114BSCULLERY

116JAN.

115FEMALE

117MALE

118CFURN.

118ROOMBUNK

119TRAINING

120OFFICE

120AEQUIP.

4

4

4

13'-5 1/2"

21'-4"

2

6

1

A101

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

FLOOR PLAN DEMO

REMOVE GYP. BD. UP TO 2'-0" .

REMOVE WALL BASE.

PREP. WALL FOR PAINT.

REMOVE FLOORING - PREP FOR NEW FLOOR FINISH - SEE INTERIOR DRAWINGS.

REMOVE EXISTING OVERHEAD DOOR, TRACK, AND DOOR OPENER.

REMOVE WALL PANEL FOR INSPECTION.

PREP FOR DECK/ STRUCTURE PAINT.

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:


GOVERNOR

NWKNRBBTW

DEMO

A1014 OF 12 SHEETSAugust 1, 2019

1

2

3

4

5

KEYNOTES

6

7

CAD DWG FILE:

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.A101

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF



FLOOR PLAN -

GROUP



DATE: 8/1/19EXP: 12/31/20

1

2

2

2

7

11

3

7

3

3

3

3

1

11

1

1

1 1

1

1

1

2

3 3

22

9

3

9

4

44

4

5 6

5 6

5

6

5

6

5

6

5

6

5 65 6

5 6

2

1A

A501

1A

A501

1A

A501

1A

A501

1A

A501

2A

A501

1A

A501

4A

A501

1A

A501

1A

A501

1A

A501

2

2

2

2

3

22'-4"92'-0"23'-10"

19

'-1

0"

63

'-0

"20'-4"

31

'-2

"

70'-10 1/4"

10

3'-2

"

29'-4"

20'-4"

10'-0"57'-3 3/4"

4'-0"

8

8

1A

A501

1A

A501

4A

A501

4A

A501

3

3

3

4A

A501

10

11

12

1 1

1

1

A102

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

ROOF PLAN DEMO

ISSUE DATE:

SHEET NUMBER:


DESIGNED BY:

DATE:REVISION:

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:


GOVERNOR

NWKNRBBTW

ROOF PLAN -


GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING CONDITIONS AND DIMENSIONS

2. THE CONSTRUCTION DETAILS ON THE FOLLOWING SHEETS ARE FOR REFERENCE ONLY

3. THE TAPERED INSULATION LAYOUT IS FOR REFERENCE ONLY. THE SUBMITTED TAPERED LAYOUT

MUST MEET ASHRAE REQUIREMENTS BASED ON STATE OF MISSOURI ROOF PROJECT MANUAL.

4. THE NEW ROOF SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT UNLESS NOTED OTHERWISE

5. THE NEW ROOF SHALL HAVE A 15 YEAR WARRANTY.

6. EXISTING ROOFING AND INSULATION SHALL BE REMOVED DOWN TO THE EXISTING

METAL/CONCRETE DECK AND REPLACED WITH TAPERED INSULATION AND FULLY ADHERED TPO

SINGLE PLY ROOF MEMBRANE.

7. EXISTING ANTENNA TO BE REMOVED.

8. THE CAULKING, GLAZING, AND ROOFING MATERIALS CONTAIN ASBESTOS. TESTING PENDING.

9. 1/2" PER 1" SLOPE CRICKETS, REQUIRES TO SHED WATER AT MECHANICAL UNITS, REFERENCE

STATE OF MISSOURI ROOF PROJECT MANUAL

1

2

3

5

6

4

KEYNOTES

REMOVE EXISTING ROOF GUTTER AND DOWNSPOUT ASSEMBLY.

DISCONNECT AND TEMPORARILY REMOVE EXISTING MECHANICAL UNIT OR FAN

ASSEMBLY ATOP CURB TO ACCOMMODATE NEW WORK. SEE DETAIL 3A/A501 FOR

CURB DEMO INFORMATION.

PROTECT EXISTING PIPING THRU ROOF

REMOVE DOWNSPOUT SPLASHPAD.

REMOVE EXISTING INSULATION.

REMOVE EXISTING MEMBRANE ROOF ASSEMBLY.

REMOVE EXISTING EQUIPMENT.

REMOVE EXISTING COAX CABLE.

REINSTALL PIPING AS REQUIRED FOR EXISTING HEATERS.

REMOVE EXISTING ROOF POP-UP AND PATCH HOLE.

REMOVE DOWNSPOUT

REMOVE EXISTING ANTENNA AND ALL ASSOCIATED ITEMS

7

8

9

10

DEMO

CAD DWG FILE:

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.A102

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF



SITE # ASSET #

PROJECT #

GROUP



11

12

DATE: 8/1/19EXP: 12/31/20

2

1

1

1

3

3

1

23

1

5

4

2

4

6

18'-4"

12'-3"

19'-4"

10'-0"

9'-11"

10'-0"

8'-9 1/2"

5'-2"

21'-4" 90'-0"

61'-0"

19'-3 1/4"

82'-5 1/2"

11'-7 3/4"

10'-0"22'-8 1/2" 19'-2"

22'-4"

53'-8"

20'-2"

9'-2 1/2"

12'-4 1/2"

103'-4"

106AREA

EXERCISE

105OFFICE

103OFFICE

101ENTRY

104OFFICE

107ROOM

LOCKER

102HALLDRILL

111VAULT

108OFFICE

109SUPPLY

110SUPPLY

112MAINTENANCE

113ACLASSROOM

113BCLASSROOM

114AFOOD PREP.

114CFOOD STOR.

114BSCULLERY

116JAN.

115FEMALE

117MALE

118CFURN.

118ROOMBUNK

119TRAINING

120OFFICE

120AEQUIP.

4

3 4

4

4

2

4

6

3

4

1

A-002

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

FLOOR PLAN

INSTALL GYP. BD. UP TO 2'-0"

PAINT WALL - SEE INTERIOR DRAWINGS

INSTALL NEW WALL BASE - SEE INTERIOR DRAWINGS

INSTALL NEW FLOORING - SEE INTERIOR DRAWINGS

INSTALL NEW GARAGE DOOR AND DOOR OPENER

REINSTALL OR REPLACE PANELING

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:


GOVERNOR

NWKNRBBTW

FLOOR PLAN


1

2

3

4

KEYNOTES

5

6

CAD DWG FILE:

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.A103

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF



GROUP



DATE: 8/1/19EXP: 12/31/20

1B

A501

1B

A501

1B

A501

1B

A501

1

12

11

1111

1

1

1 1 1

1

4

4

4

44

4

3

4

4

3

5

55

66

6

6

6

6

22'-4"92'-0"23'-10"

19

'-1

0"

63

'-0

"2

0'-4

"

31

'-2

"

10

3'-2

"

29

'-4

"2

0'-4

"

2B

A501

1C

A501

1C

A501

1B

A501

1B

A501

4

4

11

1313

1313

3

7

3

7

3

11

77

3

3

3

8

1 1

1

26

9 10

14

14

14

3B

A501

1B

A501

3B

A501

3

SEE DETAIL

2/A104

SEE DETAIL

3/A104

SEE DETAIL

3/A104

SEE DETAIL

3/A104

SEE DETAIL

3/A104

SIM.

1B

A501

3C

A501

2B

A501

1B

A501

4B

A501

14

14

14

14

3

3

4

3

4

3

1B

A501

EXISTING ROOF

NO WORK

GENERAL NOTE: ALL STRUCTURE

ASSUEMED TO BE FLAT THUS

TAPERED ISNTULATION TO PROVIDE

MIN. ROOF SLOPE OF

1

4

" PER 1'-0"

18

17

15

19

16

20

25

27

27

12" x 12" TARGET PATCH

21

24

22

25

23

1

A104

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

ROOF PLAN

KEYNOTES

1

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.A104NWKNRBBTW

ROOF PLAN


8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF

NEW GUTTER AND DOWNSPOUT ASSEMBLY - MATCH EXISTING

EXISTING MECHANICAL UNIT ASSEMBLY ATOP CURB

NEW PIPE SEAL AT EXISTING PIPING THRU ROOF

EXISTING PIPING THRU ROOF

REINSTALL EXISTING MECHANICAL UNIT ASSEMBLY ATOP NEW ROOFING OVER

CURB.

REINSTALL EXISTING EXHAUST FAN ASSEMBLY ATOP NEW ROOFING OVER CURB

NEW DOWNSPOUT PRE-CAST CONCRETE SPLASHPAD

PROTECT EXISTING ROOF GUTTER AND DOWNSPOUT ASSEMBLY TO REMAIN

INFILL EXISTING ROOF POP-UP

HATCH INDICATES CONCRETE DECK ABOVE VAULT AREA BELOW (FIELD VERIFY) -

PROTECT EXISTING CONCRETE

1" DIA. 12'-0" ALUM. ANTENNA POLE, NEW PIPE SEAL, INSTALL PER

MANUFACTURER'S INSTRUCTIONS

GUY WIRE ANCHORS SPACED EVENLY FROM CENTER ON 4' RADIUS - ANCHOR TO

STRUCTURE - INSTALL PER OWNER'S INSTRUCTIONS

ANTENNA ANCHORS SPACED EVENLY - ANCHOR TO STRUCTURE

NEW FULLY ADHERED TPO ROOFING ASSEMBLY

2" GALV. STEEL PIPE

1" ALUM. POLE

WEATHER HEAD

GUY WIRE

STAINLESS STEEL PIPE CLAMPS

BOOT/FLASH COMPATIBLE WITH ROOF MATERIAL

STAINLESS STEEL BRACKET

THREADED BOLT W/ NEOPRENE WASHER AND NUT

MANUFACTURER ACCEPTABLE SEALANT (TYP.)

STAINLESS STEEL BASE PLATE

ROOF MEMBRANE

EXISTING ROOF CRICKET TO BE REPLACED - TIE NEW ROOFING INTO EXISTING

EXPANSION JOINT

SECURE WITH U-CLAMPS AT TOP AND BOTTOM OF BAR JOIST

2

3

4

5

6

13

14

12

11

10

9

8

7

3

A104

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

ANTENNA ROOF PENETRATION DETAIL2

A104

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

HF ANTENNA MAST DETAIL



17

18

16

15

19

20

21

22

23

24

25

26

GROUP



27

DATE: 8/1/19EXP: 12/31/20

2A/1B

A501

2A/1B

A501

2A/1B

A501

2A/1B

A501

1A/1C

A501

22

1

23

1

2

1A

A201

1A

A201

1

23

1

2

1

2

1

2

1

2

1

2

222

1

2

1

2

1

2

1

2

2B

A501

2A/1B

A501

2B

A501

2A/1B

A501

3

3

3

3

8

8

10

10

10

10

2

1

SIM.

12

13

11

1A

A201

SCALE: 3" = 1'-0"

ROOF EDGE REPLACEMENT DETAIL

4

5

1

8

9

7

3"

2" M

IN

.

6

ISSUE DATE:

SHEET NUMBER:


DESIGNED BY:

DATE:REVISION:

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:


GOVERNOR

NWKNRBBTW

EXTERIOR


ELEVATIONS

KEYNOTES

1 NEW FULLY ADHERED TPO ROOFING ASSEMBLY

REPLACE EXISTING ROOF GUTTER AND DOWNSPOUT ASSEMBLY

REPLACED DAMAGED BRICK - HATCH INDICATES APPROXIMATE EXTENT OF DAMAGE

PROTECT EXISTING METAL ROOF DECK

NEW TAPERED INSULATION - 3" MIN. AT ROOF EDGE

COVER BOARD OVER TAPERED INSULATION ON 1/4" GYP. SHEATHING

TREATED WOOD BLOCKING. MIN. 2X10 - WRAP ALL EXPOSED WOOD WITH METAL

CLADDING

NEW ROOF EDGE COPING

REPAIR EXISTING BRICK AS REQUIRED - REFER TO ELEVATIONS FOR APPROXIMATE

EXTENT OF DAMAGE

NEW ANTENNA - SEE DETAILS 2/A104 AND 3/A104

REMOVE EXISTING ANTENNA, BRACKETS, AND ALL ASSOCIATED ITEMS - PATCH

MASONRY.

REMOVE DOWNSPOUT AND RELOCATE

NEW DOWNSPOUT LOCATION

2

3

4

A201

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

SOUTH ELEVATION

3

A201

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

NORTH ELEVATION

2

A201

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

EAST ELEVATION

1

A201

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

WEST ELEVATION

CAD DWG FILE:

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.A201

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF



4

5

6

7

8

9

10

SITE # ASSET #

PROJECT #

GROUP



11

12

13

DATE: 8/1/19EXP: 12/31/20

2C

A501

SCALE: 3" = 1'-0"

HVAC CURB FLASHING DETAIL ON CONC. DECK

1C

A501

SCALE: 3" = 1'-0"

ROOF EDGE AND GUTTER DETAIL ON CONC. DECK

3C

A501

SCALE: 3" = 1'-0"

FLASHING AT BRICK DETAIL ON CONC. DECK

12

" M

IN

IM

UM

- H

EIG

HT

V

AR

IE

S

24

" M

IN

IM

UM

P

ER

W

AR

RA

NT

Y R

EQ

UIR

EM

EN

TS

1

2

3

4

5

6

7

8

15

10

11

12

13

14

4

GENERAL REMOVE OR REPLACE NOTE:

IF EXISTING CURB CONDITIONS MEET

MANUFACTURER'S WARRANTY

REQUIREMENTS, PROTECT AND REPLACE

OR ADJUST TO MEET REQUIREMENTS

2

1 3

16

1415

17

6

19

12

4

3

2

3

4

6

7

8

17

5

VA

RIE

S 8

" M

IN

.

6

3

4

17

1B

A501

SCALE: 3" = 1'-0"

ROOF EDGE AND GUTTER DETAIL ON MTL DECK

3B

A501

SCALE: 3" = 1'-0"

FLASHING AT BRICK DETAIL ON MTL DECK

2

3

4

6

7

8

5

6"

2B

A501

SCALE: 3" = 1'-0"

ROOF EDGE AND GUTTER DETAIL ON MTL DECK

SLOPE

SLOPE

6"

3A

A501

SCALE: 3" = 1'-0"

(DEMO)

HVAC CURB FLASHING DETAIL2A

A501

SCALE: 3" = 1'-0"

(DEMO)

ROOF EDGE AND EXISTING GUTTER DETAIL

FIE

LD

V

ER

IF

Y

GENERAL REMOVE OR REPLACE NOTE:

CONFIRM NEW INSULATION THICKNESS

DOES NOT EXCEED MINIMUM DIMENSION

FOR CURB FLASHING REQUIREMENTS

27

28

21

34

21

29

30

2

20

21

22

23

24

25

26

SLOPE

SLOPE

SLOPE

6"

VA

RIE

S

6"

33

2

1A

A501

SCALE: 3" = 1'-0"

(DEMO)

ROOF EDGE AND EXISTING GUTTER DETAIL

2

20

21

22

23

24

25

3"

3"

3"

1514

1

1

34

34

35

35

4A

A501

SCALE: 3" = 1'-0"

(DEMO)

PARAPET FLASHING DETAIL

17

23

32

28

21

29

2

KEYNOTES

1

ISSUE DATE:

SHEET NUMBER:


DESIGNED BY:

DATE:REVISION:

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:


GOVERNOR

NWKNRBBTW

ROOF DETAILS


1/4" GYPSUM SHEATHING (MECHANICALLY FASTENED)

PROTECT EXISTING TOP OF METAL PAN ON BAR JOIST

1/2" COVER BOARD OVER MINIMUM 3" TAPERED INSULATION AT ROOF EDGE

NEW FULLY ADHERED TPO ROOFING ASSEMBLY

REPLACE ALL EXISTING WOOD WITH TREATED 2x BLOCKING. ATTACH TO EXISTING

STRUCTURE - EXISTING STRUCTURE TO BE FIELD VERIFIED, SEE DETAILS ON SHEET

S100 - WRAP ALL EXPOSED WOOD WITH METAL CLADDING

NEW T-BAR AND SEALANT

NEW GUTTER STRAP

NEW METAL GUTTER AND DOWNSPOUT TO MATCH EXISTING SIZE, PROFILE, AND COLOR.

EXTEND EXISTING METAL CURB (VERIFY HEIGHT ABOVE ROOF REQUIREMENTS WITH HVAC

UNIT MANUFACTURERS WARRANTY - ADJUST TO MEET MANUFACTURERS

REQUIREMENT)

REPLACE EXISTING TREATED WOOD NAILER WITH NEW

NEW GALVANIZED COUNTER FLASHING FASTENED 24” OC

REINFORCED FASTENING STRIP

REPLACE EXISTING 1” RIGID INSULATION

PROTECT TOP OF BAR JOIST


PROTECT EXISTING 4” STEEL ANGLE

PROTECT EXISTING BRICK WALL

NOT USED.

NEW CONTINUOUS PREFINISHED METAL COUNTERFLASHING

REMOVE EXISTING INSULATION (MECHANICALLY FASTENED)

REMOVE EXISTING MEMBRANE ROOF ASSEMBLY

REMOVE ALL EXISTING WOOD WITH METAL CLADDING

REMOVE EXISTING T-BAR AND SEALANT

REMOVE EXISTING METAL GUTTER ASSEMBLY

PROTECT EXISTING FACE BRICK TO REMAIN


REMOVE OR REPLACE EXISTING TREATED WOOD NAILER WITH NEW

REMOVE OR REPLACE EXISTING 2" SEAM PLATE AND FASTENER

REMOVE EXISTING INSULATION (MECHANICALLY FASTENED)

PROTECT EXISTING 4” STEEL ANGLE

REMOVE BLOCKING

REMOVE REINFORCED FASTENING STRIP

EXTEND EXISTING METAL CURB TO ACCOMMODATE NEW ROOF INSULATION (VERIFY HEIGHT

ABOVE ROOF REQUIREMENTS WITH HVAC UNIT MANUFACTURERS WARRANTY - AJUST

TO MEET MANUFACTURERS REQUIREMENT)

REPAIR BRICK AS REQUIRED - REFER TO ELEVATIONS ON A-201 FOR APPROXIMATE EXTENT

OF DAMAGE

REPLACE EXISTING WOOD FASCIA BOARD WITH 2X TREATED WOOD FASCIA BOARD - WRAP

IN METAL CLADDING

2

3

4

5

6

13

14

12

11

10

9

8

7

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

CAD DWG FILE:

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.A501

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF



34

35

SITE # ASSET #

PROJECT #

GROUP



DATE: 8/1/19EXP: 12/31/20

3

1

1

1

1

1

1

2

4

6

6

TYP

5

106AREA

EXERCISE

105OFFICE

103OFFICE

101ENTRY

104OFFICE

107ROOM

LOCKER

102HALLDRILL

111VAULT

108OFFICE

109SUPPLY

110SUPPLY

112MAINTENANCE

113ACLASSROOM

113BCLASSROOM

114AFOOD PREP.

114CFOOD STOR.

114BSCULLERY

116JAN.

115FEMALE

117MALE

118CFURN.

118ROOMBUNK

119TRAINING

120OFFICE

120AEQUIP.

1

A701

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

REFLECTED CEILING PLAN

ISSUE DATE:

SHEET NUMBER:


DESIGNED BY:

DATE:REVISION:

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:


GOVERNOR

NWKNRBBTW

REFLECTED


CEILING PLAN

REPLACE CEILING TILE - HATCH INDICATES DAMAGED TILES TO

BE REPLACED

PATCH AND REPAIR HARD CEILING - PAINT

PAINT CEILING/EXPOSED BRICK - SEE INTERIOR DRAWINGS

REINSTALL SMOKE DETECTOR

INSTALL NEW GARAGE DOOR AND DOOR OPENER

UNIT HEATER - RECONNECT UNIT AND REPLACE FLUE. ROUTE

THROUGH EXISTING OPENING IN ROOF DECK ABOVE

1

2

3

4

KEYNOTES

5

6

CAD DWG FILE:

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.A701

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF



1. REINSTALL ANY CEILING FIXTURES AS REQUIRED BY

REPAIR WORK AND REPLACEMENT OF CEILING TILE

GENERAL NOTES

SITE # ASSET #

PROJECT #

GROUP



DATE: 8/1/19EXP: 12/31/20

PNT-1

CPT-1

RB-1

PNT-1

CPT-1

RB-1

PNT-1

CPT-1

RB-1

PNT-1

106AREA

EXERCISE

105OFFICE

103OFFICE

101ENTRY

104OFFICE

107ROOM

LOCKER

102HALLDRILL

111VAULT

108OFFICE

109SUPPLY

110SUPPLY

112MAINTENANCE

113ACLASSROOM

113BCLASSROOM

114AFOOD PREP.

114CFOOD STOR.

114BSCULLERY

116JAN.

115FEMALE

117MALE

118CFURN.

118ROOM

STORAGE

119TRAINING

120OFFICE

120AEQUIP.

PNT-2

PNT-1

RB-1

PNT-1

CPT-1

RB-1

PNT-2

CPT-1

RB-1

VCT-1

RB-1

PNT-1

VCT-1

RB-1

VCT-1

SLVBTWSLV

INTERIOR

I10111 OF 12 SHEETS

FINISH PLAN

1

I-101

SCALE: 1/16" = 1'-0"

FIRST FLOOR INTERIOR FINISH PLAN

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.I101

August 1, 2019

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF

GROUP





DATE: 8/1/19EXP: 12/31/20

INTERIOR

I60112 OF 12 SHEETSAugust 1, 2019

FINISH SCHEDULE

FINISH ABBREVIATION LEGEND

AB ALUMINUM WALL BASE

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

AP ACOUSTIC WALL PANEL

BBT BIOBASED TILE

CG CORNER GUARD

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CON CONCRETE FLOORING

CR CARD READER

CPT CARPET

CS CULTURED STONE

CT CERAMIC TILE

DG DOOR FRAME GUARD

EG END WALL GUARD

EM ENTRY MAT SYSTEM

EPX EPOXY FLOORING

EX EXISTING

EXJ EXPANSION JOINT

EXP EXPOSED

F FABRIC

FRP FIBERGLASS REINFORCED PANELS

GLS DECORATIVE GLASS

G GROUT

GYP GYPSUM WALL BOARD

HR HAND RAIL

LAM PLASTIC LAMINATE

LF LINEAR FEET (FOOT)

LIN LINOLEUM SHEET / TILE

LVT LUXURY VINYL TILE

MB MOLDED WALL BASE

MTL METAL

MISC MISCELLANEOUS

NA NOT APPLICABLE

NS NATURAL STONE

PNT PAINT

PFIN PREFINISHED

QTZ QUARTZ COUNTERTOP

RB RESILIENT WALL BASE

RPS RESIN PANEL SYSTEM

RM ROCK MULCH

RVT RESILIENT VINYL TILE

SF SQUARE FEET (FOOT)

SS SOLID SURFACE

SST STAINLESS STEEL

SSV SPECIALTY SHEET VINYL

ST STAIN

SV SHEET VINYL

SVT SPECIALTY VINYL TILE

T TILE FLOORING/ WALL / WALL

BASE (CERAMIC, PORCELAIN,

GLASS)

TP TOLIET PARTITION

TR DECORATIVE WOOD TRIM /

CROWN / BASE MOLDING

TS TRANSITION STRIP

TYP TYPICAL

TZ TERAZZO FLOORING

UFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VET VINYL ENCHANCED TILE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

WD WOOD FLOORING

WDP WOOD PANELING / WAINSCOT

WP WALL PROTECTION

WR WHITEROCK

WINDOW TREATMENT

ABBREVIATIONS

CC CUBICLE CURTAIN

CCT CUBICLE CURTAIN TRACK

CUR DECORATIVE CURTAIN

HBL HORIZONTAL BLIND

RBL ROLLER SHADE

ROD CURTAIN ROD

SHC SHOWER CURTAIN

SHR SHOWER CURTAIN ROD

SHT SHUTTER

VBL VERTICAL BLIND

VAL VALANCE / CORNICE

WF WINDOW FILM

FF&E ABBREVIATIONS

B BENCH

BED BED

CH CHAIR

CR COAT RACK

D DESK

FL FLOOR LAMP

KB KEYBOARD TRAY

MAT MATTRESS

MIR MIRROR

NS NIGHTSTAND

OT OTTOMAN

S SOFA / LOVESEAT

SH SHELVING

ST STORAGE UNIT

T TABLE

TL TABLE LAMP

TR TRASH RECEPTACLE

TV TV

UM PATIO UMBRELLA

INTERIOR SYMBOL LEGEND

WALL FINISH

ACCENT WALL FINISH

WALL BASE

FLOOR FINISH

FLOOR MATERIAL TRANSITION

ALIGN TRANSITION WITH ADJACENT ITEM

PATTERN/LINEAR DIRECTION

CASEWORK COUNTER/TRANSITION TOP FINISH

CASEWORK BASE AND UPPER CABINET FINISH

MISCELLANEOUS FINISH

INTERIOR SIGNAGE

CORNER GUARD / END WALL GUARD

WINDOW TREATMENT

ROLLER SHADE

DRAPERY / DECORATIVE CURTAIN

VALANCE / CORNICE

CUBICLE CURTAIN & TRACK

X-#

X-#

X-#

XXX-#

XXX-#

X-#

X-#

X-#

XXX

#X

ALIGN

X-#

BASIS OF DESIGN FLOORING FINISH

TAG DESCRIPTION MANUFACTURER PRODUCT LINE / MODEL NUMBER SIZE COLOR FINISH

GROUT

LOCATION

SUPPLIER /

INSTALLERREMARKS / NOTESTYPE COLOR

VCT-1

VINYL COMPOSITION

TILE

ARMSTRONG WORLD

INDUSTRIES

STANDARD EXCELON IMPERIAL TEXTURE 12"X12" TBD - - - - - -

BASIS OF DESIGN MISCELLANEOUS FINISH


GROUT

LOCATION

SUPPLIER /


ACT-1 ACOUSTIC CEILING TILE ARMSTRONG ULTIMA 24" x 48" WHITE - - - - - -

BASIS OF DESIGN WALL FINISH


GROUT

LOCATION

SUPPLIER /


BASIS OF DESIGN WALL BASE FINISH


GROUT

LOCATION

SUPPLIER /


RB-1 RUBBER BASE JOHNSONITE 4" COVE ROLL TBD - - - - - -

PNT-1 PAINT SHERWIN WILLIAMS - - TBD - - - - -

PNT-2 PAINT SHERWIN WILLIAMS - - - - - - -

ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

REMARKS

EAST NORTH SOUTH WEST

FIN HEIGHTMAT'L FIN MAT'L FIN MAT'L FIN MAT'L FIN

FIRST FLOOR

101 ENTRY - - PNT-1 - -

DRILL HALL -102

OFFICE CPT-1103

104

105

EXERCISE AREA106

LOCKER ROOM107

OFFICE108

SUPPLY109

SUPPLY110

VAULT111

MAINTENANCE112

CLASSROOM113A

114A FOOD PREP.

114B SCULLERY

FINISH SCHEDULE

TBD

TBD

TBD

113B CLASSROOM

114C

115

116

117

118

118C

120

120A

119

FOOD STOR.

FEMALE

JAN.

MALE

STORAGE ROOM

FURN.

TRAINING

OFFICE

EQUIP.

OFFICE

OFFICE

CPT-1

CPT-1

CPT-1

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

RB-1

RB-1

RB-1

RB-1

RB-1

-PNT-1

- PNT-1 - PNT-1 - PNT-1

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

- PNT-1 - PNT-1 - PNT-1 - PNT-1

- PNT-1 - PNT-1 - PNT-1 - PNT-1

- PNT-1 - PNT-1 - PNT-1 - PNT-1

- PNT-1 - PNT-1 - PNT-1 - PNT-1

- EXISTING - EXISTING - EXISTING - EXISTING

- PNT-1 - PNT-1 - PNT-1 - PNT-1

- - -- --

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

- - -- - - - -

PNT-2

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

-

-

-

-

-

-

-

-

-

-

-

-

-

CEILING TO BE REPLACED IN INDICATED AREAS









- - - -

CPT-1 RB-1

PNT-2- - - -

-

CEILING TO BE PATCHED IN INDICATED AREAS

ISSUE DATE:

SHEET NUMBER:

SITE #


DESIGNED BY:

DATE:REVISION:

ASSET #

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR

REPAIR STORM DAMAGE

T1931-016312

08/01/2019

T1931-01.6312.I601

8136312001

JACKSON

JACKSON, MISSOURI


63755

& REPLACE ROOF

GROUP





SLVBTWSLV

NOTE: PRODUCTS SHOWN IN SCHEDULE ARE BASIS OF DESIGN UNLESS OTHERWISE NOTED. SEE SPECIFICATIONS FOR ACCEPTABLE ALTERNATE MANUFACTURERS.

CPT-1 CARPET TILE MANNINGTON SCRIPT INFINITY 24"X24" TBD - - - - - -

VCT-1

VCT-1

VCT-1

RB-1

RB-1

DATE: 8/1/19EXP: 12/31/20

REPAIR STORM DAMAGE & REPLACE ROOF JACKSON … Final... · e east ec electrical contractor eho...

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