134th Repair Building 90100 for Blue Horizons_Drawings_4-26-24.pdf

PDF 21 MB Posted Aug 16, 2024

Attached to: PSXE222005 Repair Bldg 90100 for Blue Horizons
Solicitation number: W50S98-24-B-0004
Issued by: Department of the Army Tennessee Army National Guard

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Written by GovTribe AI · Aug 16, 2024

This document appears to be a solicitation for the repair of Building 90100 for Blue Horizons, issued by the Department of the Army Tennessee Army National Guard. The solicitation number is W50S98-24-B-0004 and the opportunity type is a Solicitation. The key details include:

The solicitation requires the repair of Building 90100 for Blue Horizons. Interested parties must submit all base access requests to TSgt Morelock and SSgt Phipps. The solicitation includes attached drawings, specifications, and a statement of work. No other details about the specific products, services, pricing terms, set-asides, award dates, or other salient information are provided in the given information.

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REPAIR BUILDING 90100 FOR BLUE HORIZONS

TYPE B2 SUBMITTAL

PSXE222005

TENNESSEE AIR NATIONAL GUARD

26 APRIL 2024

REPAIR BUILDING 90100 FOR BLUE HORIZONS

TYPE B2 SUBMITTAL

PSXE222005

TENNESSEE AIR NATIONAL GUARD

ARCHITECTURAL STRUCTURALPLUMBING/MECHANICAL ELECTRICALCIVIL

INDEX

In de x

U S

M A

A S

E S

W A

/D R

A W

S /D

W G

/S H

E E

RJB

CJS

BRISCOE DR. TENNESSEE AIR

NATIONAL GUARD

TANG FRONT

GATE ENTRANCE

DRAWING LIST

PROJECT CONTACTS

LOCATION MAP

1. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES AND

STRUCTURES INDICATED ARE APPROXIMATE ONLY AND THOSE INDICATED ARE NOT

NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE WHETHER THEY ARE

INDICATED OR NOT. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO

THE UTILITY LINES. WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT. CONTRACTOR

SHALL REQUEST A DIG PERMIT FROM WORK CONTROL (865) 336-4219 PRIOR TO ENGAGING

IN ANY EXCAVATION OR PENETRATING THE GROUND IN ANY WAY. CONTRACTOR SHALL

ALSO CONTACT THE TENNESSEE ONE CALL CENTER AT 811 FOR LOCATION OF ANY/ALL

ELECTRICAL FACILITIES. THE PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED AND

OPERATED BY THE CITY OF ALCOA ELECTRIC SYSTEM. THE CONTACT FOR THE CITY OF

ALCOA ELECTRIC SYSTEM IS MR. MIKE LINDSEY (865) 380-4853.

2. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES (WATER, SEWER, ELECTRIC,

NATURAL GAS, AND COMMUNICATIONS) AND/OR MAKE PROVISIONS FOR OUTAGES WITH

COR A MINIMUM OF 72 HOURS IN ADVANCE.

3. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND REMOVAL SHALL BE

DISPOSED OF OFF BASE AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL

REGULATIONS. SUCH MATERIAL SHALL INCLUDE, BUT IS NOT LIMITED TO, BRICK, TILE,

FIXTURES, UTILITY COMPONENTS, PAVEMENT, CURBING AND OTHER SUCH ITEMS. ANY

APPLICABLE MATERIALS SHOULD BE CONSIDERED FOR RECYCLE.

4. CONTRACTOR SHALL RECYCLE DEMOLISHED/WASTE MATERIALS TO THE GREATEST

EXTENT POSSIBLE. CONTRACTOR SHALL PROVIDE QUANTITIES OF RECYCLED CONTENT

AND CONSTRUCTION WASTE DISPOSED OF OFF SITE ON A QUARTERLY BASIS TO THE COR,

OR ENVIRONMENTAL MANAGEMENT OFFICE.

5. CONTRACTOR SHALL PROVIDE A LIST OF HAZMAT FOR REVIEW BY THE ENVIRONMENTAL

MGMT OFFICE PRIOR TO APPROVAL FOR USE ON BASE.

6. CONTRACTOR SHALL PROVIDE A MONTHLY HAZMAT USAGE REPORT TO THE

ENVIRONMENTAL MANAGEMENT OFFICE.

7. HAZARDOUS WASTE GENERATED BY THE CONTRACTOR SHALL BE MANAGED AS PART OF

THE CONTRACT AND DISPOSED OF ACCORDING TO LOCAL/STATE/FEDERAL REGULATIONS.

GENERAL NOTES

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE - LT. COL. J. DAVID BARRETT (865)336-4213

CIVIL ENGINEERING WORK CONTROL - (865) 336-4219

SECURITY FORCES - (865) 336-3275

WORK CONTROL - (865) 336-4219

MR. MIKE LINDSEY , ALCOA ELECTRIC SYSTEM - (865) 380-4853

COVER

INDEX DRAWING LIST, NOTES AND LOCATION MAPS

AD1.1 DEMOLITION PLAN

A0.1 GENERAL INFORMATION

A0.2 ACCESSIBILITY INFORMATION

A1.1 FLOOR PLAN

A1.2 ROOF PLAN

A2.1 REFLECTED CEILING PLAN

A3.1 BUILDING ELEVATIONS

A4.1 BUILDING SECTIONS

A4.2 WALL SECTIONS AND DETAILS

A6.1 DOOR, FRAME, AND GLAZING ELEVATIONS

A7.1 INTERIOR ELEVATIONS AND FINISH SCHEDULE

A7.2 INTERIOR VIEWS

S0.1 GENERAL NOTES

S1.1 FOUNDATION PLAN

S2.1 ELEVATIONS

S3.1 SECTIONS AND DETAILS

P1.1 FLOOR PLAN - PLUMBING

P2.1 SCHEDULES AND DETAILS

M0.1 FLOOR PLAN - HVAC DEMOLITION

M1.1 FLOOR PLAN - HVAC

M2.1 SCHEDULES & SPECIFICATIONS - HVAC

M2.2 DETAILS - HVAC

E0.1 FLOOR PLAN - ELECTRICAL DEMOLITION

E1.1 FLOOR PLAN - LIGHTING

E1.2 FLOOR PLAN - POWER & COMMUNICATIONS

E1.3 FLOOR PLAN - FIRE ALARM & HVAC WIRING

E2.1 LEGEND, SCHEDULES & DETAILS

E2.2 PANEL SCHEDULES

E2.3 PANEL SCHEDULES

E3.1 ELECTRICAL SPECIFICATIONS

IT2.1 FLOOR PLAN - INFORMATION TECHNOLOGIES

IT4.1 DETAILS - INFORMATION TECHNOLOGIES

IT4.2 DETAILS - INFORMATION TECHNOLOGIES

IT5.1 PANEL SCHEDULES - INFORMATION TECHNOLOGIES

CONTRACTOR PARKING &

MATERIAL STAGING AREA

1. CONSTRUCTION ACTIVITIES REQUIRE CONTRACTORS TO GAIN ACCESS TO THE INSTALLATION USING ONE OF THE FOLLOWING METHODS:

1.1. CONTRACTOR BADGING - REQUIRED FOR ACCESS > 72 HOURS. COMPLETE CONTRACTOR/VENDOR/STATE EMPLOYEE ID BADGE APPLICATION (134ARW FORM 5). NAME

OF SUPERVISOR/EMPLOYER IS A SUPERVISING REPRESENTATIVE OF THE GENERAL CONTRACTOR. NAME OF SPONSOR IS A REPRESENTATIVE FROM BASE CIVIL ENGINEERING WORK CONTROL OR COR. TAKE COMPLETED FORM 5 TO SECURITY FORCES (BLDG 120) FOR PRODUCTION OF PHOTO ID BADGE. FOR FURTHER DETAILS

CONTACT SECURITY FORCES AT (865) 336-3275.

1.2. FULL-TIME MILITARY ESCORT (LIMITED AVAILABILITY) - CONTACT COR TO SCHEDULE AN ESCORT. PROVIDE NAME, COMPANY NAME, DRIVER'S LICENSE, AND REASON FOR ESCORT. ARRIVE AT FRONT GATE, AS SCHEDULED, AND WAIT FOR GUARD TO VERIFY. MEET WITH ESCORT.

1.3. VISITOR PASSES - VERIFY WITH SECURITY. VALID DRIVERS LICENSE, VEHICLE REGISTRATION, AND NAME OF BASE SPONSOR/COR REQUIRED AT FRONT GATE.

SCHEDULE 15 MINUTES MINIMUM FOR BACKGROUND CHECK AT FRONT GATE MUST BE SUBMITTED MINIMUM 48 HOURS IN ADVANCE.

2. ALL DELIVERIES AND DAY TO DAY CONSTRUCTION TRAFFIC SHALL USE FRONT GATE ENTRANCE LOCATED OFF OF AIR BASE ROAD.

3. ALL CONTRACT WORKERS DRIVING ON BASE SHALL HAVE VALID DRIVER LICENSE, VEHICLE REGISTRATION AND PROOF OF INSURANCE.

4. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

5. CONTRACTOR PARKING SHALL BE COORDINATED WITH THE COR.

6. CONTRACTOR SHALL PROTECT EXISTING ROADWAY AND PARKING LOTS AND REPAIR AS REQUIRED BY THE COR.

7. CONTRACTOR MATERIAL STAGING SHALL BE LIMITED TO THE DESIGNATED AREA UNLESS OTHERWISE DIRECTED BY THE COR.

BASE ACCESS NOTES:

CONSTRUCTION ACCESS ROUTE

AIR BASE ROAD

0 100 200 300

R ep ai r

B u ild in g fo r

B lu e H or iz on s

4t h A ir R ef u el in g W in g

PSXE222005

04.26.24

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REVISIONS:

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

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ph. 865 980 3500 fax. 865 980 3555

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COR

AutoCAD SHX Text H:\USPFO\47.201 - REPAIR BLDG 90100 FOR BLUE HORIZONS\02-DRAWINGS\SHEETS\INDEX.DWG PLOTTED ON:May PLOTTED ON:May May 1, 2024 8:35 AM BY:ERICA RILEY8:35 AM BY:ERICA RILEYBY:ERICA RILEYERICA RILEY

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SEE STRUCTURA�

F �E�BRA E

VER 1�2"

VERB

ARD

VER TAPERED

I SU�ATI

AS REQUIRED T

ACHIEVE

1�4" S�

PE (�I I�U�)

�ETA� DEC(

1/4" / 1'-0"

1�2" B

D BREA( �ATERIA�

4" C

CRETE PAD 5'�0" AR

U D

E TIRE E TRY VESTIBU�E (A�� SIDES)

6X6 � W2+9X2+9WWP

PRE�FI ISHED 6" �ETA� GRAVE� ST

EXISTING

PARAPET

16' - 0"

P+T+ B�

C(I G AS REQUIRED

F �E�BRA E

VER 1�2" C

VERB

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VER

TAPERED I SU�ATI

AS REQUIRED T

ACHIEVE 1�4"

S�

PE (�I I�U�)+ WRAP R

F �E�BRA E UP A D

VER PARAPET A D C�EAT

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5�8" GYPSU� BASED SHEATHI G

F�UID APP�IED AIR A D

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PRE�FI ISHED 6" �ETA� GRAVE� ST

6" �ETA� STUD FRA�I G

STEE� BEA� � SEE STRUCTURA�

161514131211109

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A4.2

M c G h e e T y s o n

A N

G B

T e n n e s s e e fo r

B lu e H o ri z o n s R e p a ir

B u il d in g

W A

L L S

E C

N S

A N

D D

E T A

S th

A ir

R e fu e li n g W in g

M c G h e e T y s o n

A N

G B

T e n n e s s e e

1�2" - 1'�0"A4+2

1 RAISED F�

R SECTI

1�2" - 1'�0"A4+2

4 E TRY VESTIBU�E SECTI

1�2" - 1'�0"A4+2

3 E TRY VESTIBU�E SECTI

1 1�2" - 1'�0"A4+2

2 FASCIA DETAI�

10' � 8"

7 1 2"

1' � 6"

2 1 2"

6' � 0"

2 1 2"

1' � 6"

7 1 2"

T T T T

10' � 8"

T T T

2 1 2"

1' � 6"

2 1 2"

6' � 5"

2 1 2"

1' � 6"

7 1 2" 8' � 4"

2" 3' � 11" 2" 3' � 11" 2"

12' � 8"

EQ EQ EQ 2" 3' � 0" 2"2"

T T T

BUTT��I�T G�A�I�G

13' � 8"

EQ EQ EQ2" 2" 3' � 0" 2"

TTT

BUTT��I�T G�A�I�G� APP�IED FR�STED FI�#

$T%TE#PERED G�A�I�G

2" SEE SCH. 2"SEE SCH.

S E E S

C H

D1 F1

S E E S

C H

5" 5"

SEE SCH.

S E E S

C H

S E E S

C H

SEE SCH.

GE�ERA� G�A�I�G �

TES

1. C��RDI�ATE WITH APP�ICAB�E DI#E�SI��S A�D DETAI�S �� THER SHEETS

2. HATCHED REGI��S I�DICATE APP�IED FR�STED FI�#

3. 'T' SY#B�� I�DICATES TE#PERED G�A�I�G

4. A�� H��W #ETA� D��RS A�D FRA#ES T� BE PAI�TED

5. CURTAI�WA�� FRA#E DEPTH T� BE C��RDI�ATED WITH CURTAI�WA��

#A�UFACTURER. EXTERI�R FACE �F FRA#E SHA�� RE#AI� AS I�DICATED,

C��RDI�ATE DETAI�S ACC�RDI�G�Y

6. PR�VIDE WI�D�W SHADES T� #ATCH BASE STA�DARDS � C��RDI�ATE WITH

C�R

7. WI�D�W G�A�I�G T� BE TI�TED T� #ATCH BUI�DI�G 320 A�D 420 � C��RDI�ATE

WITH C�R

15' � 8"

2"4' � 5"2"6' � 2"2"4' � 5"2"

#ETA� STUD HEADER

D��R PER SCHEDU�E

BATT I�SU�ATI�� (WHERE

REQ'D � SEE PARTITI�� TYPES)

FRA#E A�CH�R

5 8" GYPSU# B�ARD

H��W #ETA� FRA#E

I�TERI�R CAU�0 A�D

BAC0ER R�D � B�TH SIDES

#ETA� STUD �A#B

D��R PER SCHEDU�E

I�TERI�R CAU�0 A�D

BAC0ER R�D � B�TH SIDES

H��W #ETA� FRA#E

BATT I�SU�ATI�� (WHERE

REQ'D � SEE PARTITI�� TYPES)

FRA#E A�CH�R

5 8" GYPSU# B�ARD

SLOPE

1/4" / 12"

SEA�A�T AT EXPA�SI��

��I�T

C��CRETE S�AB

1 2" ��I�T FI��ER

F�UID APP�IED

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WA�� BEY��D

THRESH��D SET I� FU��

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SLOPE

1/4" / 12"

SEA�A�T & BAC0ER R�D

A�U#I�U# ST�REFR��T

SYSTE# WITH I�SU�ATED

G�A�I�G

C��CRETE S�AB

SHI# AS REQUIRED

PRE�FI�ISHED 24 GA

GA�VA�I�ED SI��

F�ASHI�G, TYP.

1 2" ��I�T FI��ER

F�UID APP�IED

WATERPR��FI�G

#E#BRA�E

#ETA� STUD HEADER

A�U#I�U# ST�REFR��T

SYSTE#

BATT I�SU�ATI�� (WHERE

REQ'D � SEE PARTITI�� TYPES)

5 8" GYPSU# B�ARD

SHI# AS �EEDED

I�TERI�R CAU�0 A�D

BAC0ER R�D � B�TH SIDES

#ETA� STUDS @ 16" �.C.

A�U#I�U#

ST�REFR��T SYSTE#

BATT I�SU�ATI�� (WHERE

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TYPES)

5 8" GYPSU# B�ARD

SHI# AS �EEDED

I�TERI�R CAU�0 A�D

BAC0ER R�D � B�TH SIDES

161514131211109

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A6.1

M c G h e e T y s o n

A N

G B

T e n n e s s e e fo r

B lu e H o ri z o n s R e p a ir

B u il d in g

D O

O R

R A

M E

N D

G L A

G E

L E

V A

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A ir

R e fu e li n g W in g

M c G h e e T y s o n

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T e n n e s s e e

1 4" % 1'�0"A6.1

1 CURTAI� WA�� E�EVATI��S

1 4" % 1'�0"A6.1

2 ST�REFR��T E�EVATI��S

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REVISI�� .

D��R FRA#E

��TES

SI�E

TH0 #T� E�EV #T� E�EVW H

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101 6' � 0" 7' � 0" 0' � 2" A�U# D1 D1 A�U# ��

102 3' � 0" 7' � 0" 0' � 1 3 4" WD D1 H# F1

103 3' � 0" 7' � 0" 0' � 2" A�U# D1 A�U# ��

104A 3' � 0" 7' � 0" 0' � 1 3 4" WD D2 H# F1

104B 6' � 0" 7' � 0" 0' � 2" PER #A�UF. D3 PER #A�UF. �� S�IDI�G D��R

107 3' � 0" 7' � 0" 0' � 1 3 4" WD D1 H# F1

108 3' � 0" 7' � 0" 0' � 1 3 4" WD D2 H# F1

112 3' � 0" 7' � 0" 0' � 1 3 4" WD D2 H# F1

113 3' � 0" 7' � 0" 0' � 1 3 4" WD D2 H# F1

114 3' � 0" 7' � 0" 0' � 2" A�U# D1 A�U# ��

115 3' � 0" 7' � 0" 0' � 2" A�U# D1 A�U# ��

116 3' � 0" 7' � 0" 0' � 2" A�U# D1 A�U# ��

117 3' � 0" 7' � 0" 0' � 2" A�U# D1 A�U# ��

118 3' � 0" 7' � 0" 0' � 2" A�U# D1 A�U# ��

119 6' � 0" 7' � 0" 0' � 1 3 4" WD D1 D1 H# F1

1 4" % 1'�0"A6.1

3 D��R A�D FRA#E E�EVATI��S

1 1 2" % 1'�0"A6.1

4 I�T. H.#. D��R HEAD

1 1 2" % 1'�0"A6.1

5 I�T. H.#. D��R �A#B

1 1 2" % 1'�0"A6.1

8 THRESH��D DETAI�

1 1 2" % 1'�0"A6.1

9 TYP. A�U#. SI�� @ C��CRETE S�AB

1 1 2" % 1'�0"A6.1

7 I�T. WI�D�W HEAD

1 1 2" % 1'�0"A6.1

6 I�T. WI�D�W SI��

2' � 1"2' � 6"3' � 0"1' � 3"1' � 9"3' � 0"2' � 8 1�2"

1' � 1"1' � 0"2' � 6"3' � 0"3' � 0"3' � 0"2' � 8 1�2"

REFRIGERAT�R� �IC

�ICR�WAVE� �IC

SI��

FU�� HEIGHT BAC�SP�ASH

QUART# C�T�P

U�DERC�U�TER

ICE �A�ER �

C��RDI�ATE WITH

C�R

2' � 1 3�4" 1' � 6" 3' � 0" 3' � 0" 3' � 0"

1' � 1 3�4" 2' � 6" 3' � 0" 3' � 0" 3' � 0"

P�U�BED C�FFEE

�A�ER

QUART# � CAP WITH

BEVE�ED EDGES

10" �ETA� �ETTERI�G

22" �ETA� �ETTERI�G

QUART# � CAP WITH

BEVE�ED EDGES

3" �ETA� �ETTERI�G

GE�ERA� �I��W�R� ��TES

1& C��TRACT�R T� VERIFY A�� DI�E�SI��S I� FIE�D PRI�R T� FABRICATI��

2& C��RDI�ATE WITH APP�ICAB�E DI�E�SI��S A�D DETAI�S �� THER SHEETS

3& A�� WI�D�W SI��S T� �ATCH QUART# C�U�TERS

4& PR�VIDE FI��ER PA�E�S� WHERE REQUIRED� A �AXI�U� �F 3" I� WIDTH

5& CASEW�R� C��TRACT�R SHA�� BE RESP��SIB�E F�R C��P�ETE I�STA��ATI��

�F CASEW�R�

6& TYPICA� BRAC�ET F�R W�R�SURFACE SUPP�RTS SHA�� I�STA��ED PER

�A�UFACTURER'S REC��E�DATI��S

7& PR�VIDE ADEQUATE B��C�I�G I� WA��S T� SUPP�RT A�� HA�GI�G

CABI�ETRY A�D U�DER C�U�TER SUPP�RTS

8& C��RDI�ATE I�STA��ATI�� F E�ECTRICA� C��U�ICATI��S �UT�ETS WITH

RESPECTIVE TRADES

9& WA�� CABI�ETS ARE 14" DEEP� A�D BASE CABI�ETS 24" DEEP WITH A 25"

C�U�TERT�P A�D FU��HEIGHT BAC�SP�ASH U��ESS ��TED �THERWISE

10& PR�VIDE C�RD�DR�P GR��ETS AS REQUIRED F�R EQUIP�E�T �R AS

DIRECTED BY THE C�R

11& C��RDI�ATE A�� CASEW�R� WITH G�VER��E�T�FUR�ISHED EQUIP�E�T AS

REQUIRED

12& PR�VIDE SCHEDU�ED BASE �ATERIA� AT A�� CABI�ETS U��ESS ��TED

�THERWISE

13& PR�VIDE 1�I�CH RADIUS AT EXP�SED T�P C�R�ERS U��ESS ��TED �THERWISE

14& A�� CABI�ETS T� BE REVEA� �VER�AY C��STRUCTI��

161514131211109

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6 8754

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A7.1

M c G h e e T y s o n

A N

G B

T e n n e s s e e fo r

B lu e H o ri z o n s R e p a ir

B u il d in g

T E

R E

L E

V A

N S

A N

D F

H S

C H

E D

U L E th

A ir

R e fu e li n g W in g

M c G h e e T y s o n

A N

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3�8" + 1'�0"A7&1

1 BREA� R��

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2 BREA� R��

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3 �A�DI�G SPACE

R�� FI�ISH SCHEDU�E

��& R�� A�E

FI�ISH

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101 E�TRY VESTIBU�E �VT�1 �� T� ��

102 RECEPTI�� CPT�1 RWB P�T�1 �T� �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

103 �FFICE CPT�1 RWB P�T�1 ACT�1 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

104 �EETI�G R�� CPT�2 RWB P�T�1 ACT�2 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

105 �ECH EXISTI�G EXISTI�G EXISTI�G EXISTI�G ��

106 TBD CPT�1 RWB P�T�1 ACT�2 ��

107 C�RRID�R CPT�1 RWB P�T�1 �T� ��

108 �ECH EXISTI�G EXISTI�G EXISTI�G EXISTI�G ��

109 �A�DI�G SPACE �VT�1 � CPT�1 RWB P�T�1 �T� ��

110 �A�DI�G SPACE CPT�2 RWB P�T�1 �T� �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

111 TEACHI�G AREA CPT�3 RWB P�T�1 �T� ��

112 �ECH EXISTI�G EXISTI�G EXISTI�G EXISTI�G ��

113 ST�RAGE CPT�3 RWB P�T�1 ACT�2 ��

114 �FFICE CPT�1 RWB P�T�1 ACT�1 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

115 �FFICE CPT�1 RWB P�T�1 ACT�1 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

116 �FFICE CPT�1 RWB P�T�1 ACT�1 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

117 �FFICE CPT�1 RWB P�T�1 ACT�1 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

118 �FFICE CPT�1 RWB P�T�1 ACT�1 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

119 TEACHI�G AREA CPT�2 � CPT�3 � �VT�1 RWB P�T�1 ACT�2 �� SEE F��R P�A� F�R P�T�3 ACCE�T WA��

120 BREA� R�� VT�1 RWB P�T�1 ACT�2 QUART# SEE F��R P�A� F�R P�T�3 ACCE�T WA��

121 �FFICE CPT�1 RWB P�T�1 ACT�1 �� REP�ACE EXISTI�G ACT � �ATCH EXISTI�G HEIGHT A�D �IGHTI�G �AY�UT

122 TEACHI�G AREA �VT�1 � CPT�1 RWB P�T�1 EXP �� CEI�I�G IS EXISTI�G EXP�SED STRUCTURE

123 SERVER R�� EXISTI�G EXISTI�G EXISTI�G EXISTI�G ��

124 �FFICE CPT�4 RWB P�T�1 ACT�1

CPT�1

�FR&, �I��I�E�

C��ECTI��, TEXTURED S�Y

PATTER�, H�RI#�� I�E

C��R, HR#218�52 ��S��

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C��R, C�D209�73 138 SI�VER �I�I�G

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C��R, ��W154 SHADE

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PATTER�, �IGHT STITCH

C��R, ��S13 DI�

DI�E�SI��S, P�A�� 25 C� X 1 �

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�/cati/9s, Ge9era: Wa:: Pai9t

PT2,

Westchester Gray SW 2849

�/cati/9s, Acce9t Wa:: Pai9t (�/t Used)

PT3,

�uterspace SW 6251

�/cati/9s, Acce9t Wa:: Pai9t

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Pepperc/r9 SW 7674 Se0i�G:/ss

�/cati/9s, D//r Tri0 & Dry Fa::

QT#�1

�fr, #/diaq C/:/r, C/9crete Carrara

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W��D�1 W//d fi9ishes t/ 0atch �as/9ite Architectura: D//r�

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FI�ISH �EY

161514131211109

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D A T E

PROJ.NO:

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DATE:

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A7.2

M c G h e e T y s o n

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G B

T e n n e s s e e fo r

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AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD…

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