AMENDMENT 6 DPW15-123 B 1218 DRAWING GRAYSCALE 27 OCT 2020.pdf

PDF 28 MB Posted Nov 3, 2020

Attached to: DPW15-123 Interior Improvement B1218
Solicitation number: W911RZ-20-B-0001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation. The solicitation number is W911RZ-20-B-0001 and is for interior improvement work at building B1218 at Fort Hood. The Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood is the contracting agency. The contractor will be responsible for furnishing all labor, equipment, supplies, and materials to complete renovations to the building in accordance with the Statement of Work and associated enclosures. The requirement includes all tasks necessary to accomplish the interior renovations to the specified facility.

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PROJECT LOCATION

10/27/2020

DPW15-123

BUILDING 1218

RPR- RENOVATION

TELECOM DETAILSTN-5.1

TELECOM NEW RACK ELEVATION DETAILTN-5.0

TELECOM NEW BASEMENTTN-4.0

TELECOM NEW 3RD FLOORTN-3.0

TELECOM NEW 2ND FLOORTN-2.0

TELECOM NEW 1ST FLOORTN-1.0

TELECOM DEMO BASEMENTTD-4.0

TELECOM DEMO 3RD FLOORTD-3.0

TELECOM DEMO 2ND FLOORTD-2.0

TELECOM DEMO 1ST FLOORTD-1.0

TELECOM GENERAL NOTEST-0.0

ELECTRIC POWER DETAILSEP-5.3

ELECTRIC LIGHTING SCHEDULESEP-5.2

ELECTRIC PANEL SCHEDULESEP-5.1

ELECTRIC ONE-LINE DRAWINGEP-5.0

ELECTRIC POWER FEDDER ROUTEEP-4.2

ELECTRIC POWER ENLARGED ROOM DETAILEP-4.1

ELECTRIC POWER PLAN BASEMENTEP-4.0

ELECTRIC POWER PLAN 3RD FLOOREP-3.0

ELECTRIC POWER PLAN 2ND FLOOREP-2.0

ELECTRIC POWER PLAN 1ST FLOOREP-1.0

ELECTRIC LIGHTING PLAN BASEMENTEL-4.0

ELECTRIC LIGHTING PLAN 3RD FLOOR EL-3.0

ELECTRIC LIGHTING PLAN 2ND FLOOREL-2.0

ELECTRIC LIGHTING PLAN 1ST FLOOREL-1.0

ELECTRIC DEMO BASEMENTED-4.0

ELECTRIC DEMO 3RD FLOORED-3.0

ELECTRIC DEMO 2ND FLOORED-2.0

ELECTRIC DEMO 1ST FLOORED-1.0

ELECTRIC GENERAL NOTESE-0.0

FIRE & MASS NOTIFICATION SYSTEM BASEMENTFA-4.0

FIRE & MASS NOTIFICATION SYSTEM 3RD FLOORFA-3.0

FIRE & MASS NOTIFICATION SYSTEM 2ND FLOORFA-2.0

FIRE & MASS NOTIFICATION SYSTEM 1ST FLOORFA-1.0

FIRE ALARM DEMO BASEMENTFD-4.0

FIRE ALARM DEMO 3RD FLOORFD-3.0

FIRE ALARM DEMO 2ND FLOORFD-2.0

FIRE ALARM DEMO 1ST FLOORFD-1.0

FIRE ALARM & MASS NOTIFICATION SYSTEMF-0.0

FIRE SUPPRESSION SITE PLANFN-5.0

FIRE SUPPRESSION NEW BASEMENTFN-4.0

FIRE SUPPRESSION NEW 3RD FLOORFN-3.0

FIRE SUPPRESSION NEW 2ND FLOORFN-2.0

FIRE SUPPRESSION NEW 1ST FLOORFN-1.0

SITE SEWER WATER REF. AS-BUILTPS-1.0

PLUMBING DETAILSPN-6.0

PLUMBING SCHEDULESPN-5.0

PLUMBING BASEMENT-MECH ROOM NEWPN-4.0

PLUMBING 3RD FLOOR PLAN NEWPN-3.0

PLUMBING 2ND FLOOR PLAN NEWPN-2.0

PLUMBING 1ST FLOOR PLAN NEWPN-1.0

PLUMBING TOILET RM DEMOPD-5.0

PLUMBING BASEMENT-MECH ROOM DEMOPD-4.0

PLUMBING 3RD FLOOR PLAN DEMOPD-3.0

PLUMBING 2ND FLOOR PLAN DEMOPD-2.0

PLUMBING 1ST FLOOR PLAN DEMO PD-1.0

MECH HVAC CONTROLSMN-7.0

MECH DETAILSMN-6.1

MECH DETAILSMN-6.0

MECH EQUIPMENT SCHEDULESMN-5.1

MECH EQUIPMENT SCHEDULESMN-5.0

MECH BASEMENT-MECH ROOM NEWMN-4.0

MECH 3RD FLOOR PLAN NEWMN-3.0

MECH 2ND FLOOR PLAN NEWMN-2.0

MECH 1ST FLOOR PLAN NEWMN-1.0

MECH HVAC BASEMENT-MECH ROOM DEMOMD-7.0

MECH HYDRONIC 3RD FLOOR PLAN DEMOMD-6.0

MECH HYDRONIC 2ND FLOOR PLAN DEMOMD-5.0

MECH HVAC 3RD FLOOR PLAN DEMO CONTINUEDMD-4.0

MECH HVAC 3RD FLOOR PLAN DEMOMD-3.0

MECH HVAC 2ND FLOOR PLAN DEMOMD-2.0

MECH 1ST FLOOR PLAN DEMO MD-1.0

MECH GENERAL NOTESM-0.0

ARCH DETAILSAN-8.0

ARCH DETAILSAN-7.0

ARCH DOOR SCHEDULES 3RD FLOORAN-6.2

ARCH DOOR SCHEDULES 2ND FLOORAN-6.1

ARCH DOOR SCHEDULES 1ST FLOORAN-6.0

ARCH ENLARGED FLOOR PLANAN-5.4

ARCH REFLECTED CEILING PLAN 3RD FLOORAN-5.3

ARCH REFLECTED CEILING PLAN 2ND FLOORAN-5.2

ARCH REFLECTED CEILING PLAN 1ST FLOORAN-5.1

ARCH NEW BASEMENTAN-4.0

ARCH NEW 3RD FLOORAN-3.0

ARCH NEW 2ND FLOORAN-2.0

ARCH NEW 1ST FLOORAN-1.0

ARCH DEMO BASEMENTAD-4.0

ARCH DEMO 3RD FLOORAD-3.0

ARCH DEMO 2ND FLOORAD-2.0

ARCH DEMO 1ST FLOORAD-1.0

PROJECT GENERAL REQUIREMENT NOTESG-0.1

PROJECT COVER SHEET

PROJECT LOCATION MAP

GATE 20

EXIT 132

T E R S T A T E

GATE 2

GATE 1

GATE 5

GATE 3 GATE 4

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SHEET INDEX

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AND INFORMATION AND THE DPW LOGO.

DIG PERMIT HAS BEEN APPROVED. SIGN SHALL INCLUDE PROJECT TITLE, PROJECT NUMBER, CONTRACT NUMBER, CONTRACTOR'S COMPANY LOGO

DISPLAYED DURING THE PROJECT EFFORT AND SHALL BE ERECTED (14) DAYS PRIOR TO THE START OF ANY MAJOR WORK EFFORT AND AFTER THE

THE CONTRACTOR SHALL INSTALL (1) PROJECT CONSTRUCTION SIGN± 4' X 8' WITH (2) SIGN POSTS. THE SIGN SHALL BE PROMINENTLY 1.

PROJECT SIGN:

PREVENT EROSION UNTIL 75% GROWTH IS ACHIEVED.

ALL FINISHED GRADE SOIL SLOPES 3:1 OR STEEPER SHALL REQUIRE INSTALLATION OF AN APPROVED EROSION CONTROL BLANKET TO 4.

REQUIRED 75% PERENNIAL GROWTH SHALL BE FIELD VERIFIED PRIOR TO EXPIRATION OF CONTRACT WARRANTY PERIOD.

75% PERENNIAL GROWTH ON ALL DISTURBED AREAS. ANNUAL VEGETATION AND WEEDS SHALL NOT COUNT TOWARD THE 75% GROWTH RATE. THE

TYPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY IRRIGATION AND AMENDING THE NATIVE SOIL, AS NECESSARY, TO ESTABLISH

SHALL BE COMPACTED TO 80% MODIFIED PROCTOR AND SEEDED WITH AN APPROVED SEED MIX PER RECOMMENDED APPLICATION RATES FOR SEED

UNLESS NOTED OTHERWISE, ALL DISTURBED AREAS SHALL BE FINE GRADED, RAKED AND PROMOTE POSITIVE DRAINAGE. ALL LAWN AREAS 3.

UNLESS NOTED OTHERWISE, REPAIR ALL DISTURBED AREAS TO MATCH EXISTING CONDITIONS.2.

PROTECT ALL TREES WITHIN WORK ZONE WITH ORANGE CONSTRUCTION FENCING PLACED AT DRIP LINE OR CLOSEST PAVEMENT EDGE TO TRUNK.1.

LANDSCAPING (IF APPLICABLE)

CATEGORIES.

INTERMITTENT, OR ROUTINE PHYSICAL ACCESS TO AN ARMY INSTALLATION. PWS/SOW SHALL ADDRESS PERSONNEL FALLING INTO THESE

PERSONNEL AS DESCRIBED IN PARAGRAPH 8-4 OF AR 190-13, MUST HAVE A NEED VALIDATED BY A DOD COMPONENT FOR ONE-TIME, PERSONAL IDENTITY VERIFICATION CARD, OR OTHER DOD ID CARD. NON CAC-HOLDING VISITORS, CONTRACTORS, VENDORS, AND OTHER

DATA BASE (TSDB) AND DETERMINATION OF A VALID PURPOSE FOR ENTRY FOR ALL PERSONNEL WHO DO NOT POSSESS A CAC, ANOTHER FEDERAL

VETTING AGAINST THE NATIONAL CRIME INFORMATION CENTER INTERSTATE IDENTIFICATION INDEX (NCIC-III), THE TERRORISM SCREENING

COMMANDERS AND DIRECTORS WILL NOT GRANT VISITORS UNESCORTED INSTALLATION ACCESS WITHOUT THE REQUIRED IDENTITY PROOFING, 6.

IN 2-4B.

REPORTING PROGRAM (TARP), CONTRACTOR EMPLOYEES MUST RECEIVE ANNUAL TARP TRAINING BY A CI AGENT OR OTHER TRAINER AS SPECIFIED

THREAT AWARENESS REPORTING PROGRAM: FOR ALL CONTRACTORS WITH SECURITY CLEARANCES. PER AR 381-12 THREAT AWARENESS AND 5.

COMMENCING PERFORMANCE WITH THE RESULTS REPORTED TO THE COR NLT 45 CALENDAR DAYS AFTER CONTRACT AWARD.

TRAINING SHALL BE COMPLETED WITHIN 30 CALENDAR DAYS OF CONTRACT AWARD AND WITHIN 30 CALENDAR DAYS OF NEW EMPLOYEES

INFORM EMPLOYEES OF THE TYPES OF BEHAVIOR TO WATCH FOR AND INSTRUCT EMPLOYEES TO REPORT SUSPICIOUS ACTIVITY TO THE COR. THIS iWATCH PROGRAM (TRAINING STANDARDS PROVIDED BY THE REQUIRING ACTIVITY ATO). THIS LOCAL DEVELOPED TRAINING WILL BE USED TO

INSTALLATION, FACILITY OR AREA. THE CONTRACTOR AND ALL ASSOCIATED SUB-CONTRACTORS SHALL BRIEF ALL EMPLOYEES ON THE LOCAL iWATCH TRAINING: THIS STANDARD LANGUAGE IS FOR CONTRACTOR EMPLOYEES WITH AN AREA OF PERFORMANCE WITHIN AN ARMY CONTROLLED 4.

FORCES AGREEMENTS AND OTHER THEATER REGULATIONS.

POLICIES AND PROCEDURES (PROVIDED BY GOVERNMENT REPRESENTATIVE), OR, AT OCONUS LOCATIONS, IN ACCORDANCE WITH STATUS OF

2014-05/AR 190-13), APPLICABLE INSTALLATION, FACILITY AND AREA COMMANDER INSTALLATION/FACILITY ACCESS AND LOCAL SECURITY

INFORMATION CENTER INTERSTATE IDENTIFICATION INDEX (NCIC-III) AND TERRORIST SCREENING DATABASE (TSDB) (ARMY DIRECTIVE

ASSOCIATED SUB-CONTRACTORS EMPLOYEES SHALL COMPLY WITH ADJUDICATION STANDARDS AND PROCEDURES USING THE NATIONAL CRIME

FOR CONTRACTORS THAT DO NOT REQUIRE CAC, BUT REQUIRE ACCESS TO A DOD FACILITY OR INSTALLATION: CONTRACTOR AND ALL 3.

THE GOVERNMENT MAY REQUIRE CHANGES IN CONTRACTOR SECURITY MATTERS OR PROCESSES.

CLAUSE OF THIS CONTRACT, SHOULD THE FORCE PROTECTION CONDITION (FPCON) AT ANY INDIVIDUAL FACILITY OR INSTALLATION CHANGE, PERSONNEL) AS DIRECTED BY DOD, HQDA AND/OR LOCAL POLICY. IN ADDITION TO THE CHANGES OTHERWISE AUTHORIZED BY THE CHANGES

WITH ALL PERSONAL IDENTITY VERIFICATION REQUIREMENTS (FAR CLAUSE 52.204-9, PERSONAL IDENTITY VERIFICATION OF CONTRACT OR

INSTALLATION PROVOST MARSHAL OFFICE, DIRECTOR OF EMERGENCY SERVICES OR SECURITY OFFICE. CONTRACTOR WORKFORCE MUST COMPLY

SHALL PROVIDE ALL INFORMATION REQUIRED FOR BACKGROUND CHECKS TO MEET INSTALLATION ACCESS REQUIREMENTS TO BE ACCOMPLISHED BY

ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES: CONTRACTOR AND ALL ASSOCIATED SUB-CONTRACTORS EMPLOYEES 2.

WEBSITES: HTTP://WWW.CDSE.EDU/CATALOG/OPERATIONS-SECURITY.HTML.

NOT ASSIGNED), WITHIN 5 CALENDAR DAYS AFTER COMPLETION OF TRAINING. OPSEC AWARENESS TRAINING IS AVAILABLE AT THE FOLLOWING

COMPLETION FOR EACH AFFECTED CONTRACTOR AND SUBCONTRACTOR EMPLOYEE, TO THE COR OR TO THE CONTRACTING OFFICER (IF A COR IS

ALL CONTRACTOR EMPLOYEES MUST COMPLETE ANNUAL OPSEC AWARENESS TRAINING. THE CONTRACTOR SHALL SUBMIT CERTIFICATES OF

CONTRACTOR EMPLOYEES WILL COMPLETE LEVEL 1 OPSEC TRAINING WITHIN 30 CALENDAR DAYS OF THEIR REPORTING FOR DUTY. ADDITIONALLY, SUBCONTRACTOR PERSONNEL. AT LEVEL I AWARENESS TRAINING IS AVAILABLE AT THE FOLLOWING WEBSITE: HTTP://JKO.JTEN.MIL. ALL NEW

THE CONTRACTING OFFICER, IF A COR IS NOT ASSIGNED, WITHIN 5 CALENDAR DAYS AFTER COMPLETION OF TRAINING BY ALL EMPLOYEES AND

SHALL SUBMIT CERTIFICATES OF COMPLETION FOR EACH AFFECTED CONTRACTOR EMPLOYEE AND SUBCONTRACTOR EMPLOYEE, TO THE COR OR TO

START DATE OR EFFECTIVE DATE OF INCORPORATION OF THIS REQUIREMENT INTO THE CONTRACT, WHICHEVER IS APPLICABLE. THE CONTRACTOR

FACILITIES AND CONTROLLED ACCESS AREAS SHALL COMPLETE AT LEVEL I AWARENESS TRAINING WITHIN 10 CALENDAR DAYS AFTER CONTRACT

AT LEVEL I TRAINING: ALL CONTRACTOR EMPLOYEES, TO INCLUDE SUBCONTRACTOR EMPLOYEES, REQUIRING ACCESS ARMY INSTALLATIONS, 1.

ANTITERRORISM & OPERATIONS SECURITY:

- FORT CARSON INSTALLATION DESIGN GUIDE (

- AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION

- NATIONAL ELECTRICAL SAFETY CODE (NESC), LATEST EDITION

- NFPA 70, NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION

- ALL APPLICABLE ICC CODES, LATEST EDITION

- ALL APPLICABLE UNIFIED FACILITIES CRITERIA (UFC) STANDARDS, LATEST EDITION

TO, THE FOLLOWING:

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER FOR DIRECTION. APPLICABLE CODES AND STANDARDS INCLUDE, BUT ARE NOT LIMITED

A CONFLICT BETWEEN THE LAWS, CODES, REGULATIONS AND STANDARDS AND THE INFORMATION PROVIDED BY THE GOVERNMENT, THE CONTRACTOR

CODES, REGULATIONS AND STANDARDS TO MEET CONTRACT REQUIREMENTS AND PROVIDE A SAFE AND USEABLE FINISHED PRODUCT. IF THERE IS

REGULATIONS AND STANDARDS AT THE TIME OF CONTRACT AWARD. THE CONTRACTOR IS RESPONSIBLE TO RESEARCH ALL APPLICABLE LAWS, WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST CURRENT APPLICABLE FEDERAL, STATE, LOCAL AND FORT CARSON LAWS, CODES, 1.

APPLICABLE CODES AND STANDARDS

- IAW MANUFACTURER INSTALLATION INSTRUCTIONS

https://www.carson.army.mil/assets/docs/dpw/installation-design-guide.pdf)

(AT/OPSEC) COVER SHEET AND ALL APPLICABLE FORT CARSON GENERAL FORMS.

THE CONTRACTOR SHALL ADHERE TO ALL REGULATIONS AND REQUIREMENTS OUTLINED ON THE ANTITERRORISM/OPERATIONS SECURITY 17.

THE CONTRACTOR SHALL ADHERE TO THE ENVIRONMENTAL REQUIREMENTS AND CONSIDERATIONS OUTLINED ON THE NEPA DOCUMENT.16.

PROJECT ALLOWANCES SHALL BE FIELD VERIFIED WITH GOVERNMENT REPRESENTATIVE PRIOR TO USE.15.

BOTH EMPLOYEES AND THE PUBLIC THROUGHOUT THE DURATION OF THE PROJECT. SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL COMPLY WITH EM 385-1-1, AR 385-10, OSHA 29 CFR 1910/1926 AND MAINTAIN SAFE WORKING CONDITIONS FOR 14.

THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOMS FOR ALL PERSONNEL. GOVERNMENT FACILITY RESTROOMS ARE OFF LIMITS.13.

SHALL BE DISPOSED OF OFF POST.

UNLESS OTHERWISE NOTED, ALL CONSTRUCTION DEBRIS, SPOILS AND REMOVALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 12.

BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE. ANY DISTURBANCE 11.

PERFORMED BY OTHER AGENCIES OR CONTRACTORS IN THE VICINITY OF THE PROJECT.

THE CONTRACTOR SHALL CONDUCT WORK SO AS TO NOT INTERFERE WITH OR HINDER THE PROGRESS AND THE COMPLETION OF WORK BEING 10.

AND APPROVED BY THE DPW TRAFFIC ENGINEER. TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD 9.

OUTSIDE FORCES. THE PLAN SHALL INCLUDE PROCEDURES FOR PROMPTLY REPAIRING UTILITY BREAKS MADE BY THE CONTRACTOR.

THE CONTRACTOR SHALL HAVE CONTINGENCY PLANS FOR CONTINUING WORK DURING UTILITY OUTAGES CAUSED BY THE CONTRACTOR OR 8.

(719) 503-3473.

BE OBTAINED THROUGH THE FORT CARSON FIRE DEPARTMENT, FIRE PREVENTION OFFICE AT FIRE STATION #33, BLDG 9665, FORT CARSON, CO, THAT MAY EMIT SPARKS SUCH AS CUTTING METAL, WELDING, ETC. PERMITS ARE REQUIRED BEFORE WORK MAY COMMENCE. HOT WORK PERMIT CAN

THE CONTRACTOR SHALL OBTAIN A HOT WORK PERMIT NO LATER THAN (2) WEEKS PRIOR TO CONDUCTING ANY TYPE OF HOT WORK OR WORK 7.

CONSTRUCTION SITE USE.

CONNECTIONS. A BACKFLOW PREVENTER IS REQUIRED TO BE INSTALLED BY CONTRACTOR WHENEVER A HYDRANT IS USED TO SUPPLY WATER FOR

THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO MAKING ANY FIRE HYDRANT 6.

FORMS SHALL BE TURNED IN TO THE DIG PERMIT COORDINATOR AT BLDG 8010, FORT CARSON, CO, (719) 302-0157.

REGULATION 420-19. THE CONTRACTOR SHALL COORDINATE ALL OUTAGES AND OBTAIN ALL REQUIRED SIGNATURES ON THE OUTAGE REQUEST.

OR UTILITY OUTAGES NO LATER THAN (14) DAYS PRIOR TO THE CLOSURE. THE FORM SHALL BE SUBMITTED IN ACCORDANCE WITH FORT CARSON

THE CONTRACTOR SHALL DEVELOP AND SUBMIT A FORT CARSON UTILITY OUTAGE/CONNECTION REQUEST, FC FORM 420-E, FOR ANY CLOSURES 5.

BE TURNED IN TO THE DIG PERMIT COORDINATOR AT BLDG. 8010, FORT CARSON, CO, (719) 302-0157.

OFFICER AND THE CONTRACTING OFFICER'S REPRESENTATIVE TO REPORT ANY DAMAGE AND IDENTIFY THE CONTRACTOR'S REPAIR. FORMS SHALL

RESPONSIBLE FOR THE PROMPT REPAIR OF THAT DAMAGE, AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL CONTACT THE CONTRACTING

PRECAUTIONS TO PROTECT THEM. SHOULD THE CONTRACTOR DAMAGE ANY SUCH UTILITY LINE OR STRUCTURE, THE CONTRACTOR SHALL BE

SHALL VERIFY THE EXACT LOCATION OF ALL INDICATED UTILITY LINES AND STRUCTURES ON THE DIG PERMIT AND TAKE NECESSARY

FORT CARSON REGULATION 420-20. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED SIGNATURES ON THE OUTAGE REQUEST. THE CONTRACTOR

CARSON FACILITIES ENGINEER DIG PERMIT REQUEST, FC FORM 86-E, FOR EACH WORK THAT REQUIRES A DIG PERMIT IN ACCORDANCE WITH

INCLUSIVE OF ALL UTILITIES AND THE DEPICTED LOCATIONS MAY NOT BE ACCURATE. THE CONTRACTOR SHALL OBTAIN AND PROCESS A FORT

EXISTING UTILITIES SHOWN ON DRAWINGS ARE COMPILED FROM THE BEST AVAILABLE INFORMATION. HOWEVER, THE SITE PLAN MAY NOT BE 4.

WORK HOURS MAY BE ADJUSTED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.3.

AS-BUILT DRAWINGS SHALL BE PROVIDED. 2.

PRIOR TO COMMENCING WORK AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES FOUND.

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND ESTABLISH HORIZONTAL AND VERTICAL CONTROL 1.

GENERAL NOTES:

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D B

D A

T E

M A

R K

D A

T E

L S

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N D

E S

C R

N S

C A

L E T

O S

H E

E T

D P

W -1

A N

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F .M J

A F

A R

Z A

D E

G-0.1

R P

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N O

V A

N B

L D

G E

N E

R A

L C

O N

T R

A C

T R

E Q

M E

N T S

J S

C H

L O

S S

J S

C H

L O

OFFICE 1-1

OFFICE 1-2

OFFICE 1-3

OFFICE 1-4

OFFICE 1-5

OFFICE 1-6

OFFICE 1-7

OFFICE 1-8

OFFICE 1-9

OFF

STG 1-W MALE 1 FEMALE 1 STG 1-E

1-10

1-11

OFFICE 1-12

OFFICE 1-13 OFFICE 1-14 OFFICE 1-15 OFFICE 1-16 OFFICE 1-17 OFFICE 1-18

OFFICE 1-19

OFFICE 1-20

OFFICE 1-21

OFFICE 1-22

OFFICE 1-23

OFFICE 1-24

OFFICE 1-25

OFFICE 1-26

OFFICE 1-27

OFFICE 1-28

OFFICE 1-29

OFFICE 1-30

OPEN SPACE

STAIR 1W

STAIR 1W STAIR 1E

LOBBY

VEST 1-1

VEST 1-3

VEST 1-4VEST 1-5

VEST 1-2

CENTRAL HALL 1WEST HALL 1 EAST HALL 1

TO ELEVATOR

ELECT CONDUITS

ELECTRIC PANELS

TO 3RD FLOOR

ELECTRIC CONDUIT

19'-2" 19'-2"

1'-2"

19'-4" 19'-4" 2" 19'-2" 7'-2" 12'-2" 19'-2" 2" 19'-4" 19'-4" 19'-4"

1'-2"

19'-2" 19'-2"

21 3 87654 11109 12 1413 15

9A7A

D P

W -1

A N

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F .M J

A F

A R

Z A

C H

E C

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L D

E M

O /2

0 5 10 15 20

SCALE 3/32" = 1' - 0"

R P

R E

N O

V A

N B

L D

B .1

S T F

L O

O R

J S

C H

L O

S S

J S

C H

L O

S S

NOTES

1 REMOVE EXISTING DOOR AND HARDWARE, EXISTING FRAME TO REMAIN

2 REMOVE EXISTING DOOR, HARDWARE AND FRAME

1 2

2 2

2 1

2 2

1 1

3 REMOVE EXISTING CMU WALL

3 3

2 1

3 2

2 2

2 22

6 REMOVE EXISTING ELECTRIC WATER COOLER - SEE PLBG. DWGS

6 6

REMOVE EXISTING METAL STUD/DW PARTITION

4 4

8 REMOVE CONC. STAIR AND METAL RAILINGS

9 9

10 REMOVE EXISTING COUNTER

11 11

12 12 12 12 12 12

NOTES

NOTES CONTINUED

REMOVE EXISTING TOILET PARTITIONS

REMOVE EXISTING SERVICE SINK - SEE PLBG. DWGS.

16 16

REMOVE EXISTING WINDOW

REMOVE EXISTING WATER CLOSETS - SEE PLBG. DWGS

20 REMOVE EXISTING WINDOW BLINDS

1921 20

1921 20 1921 20 1921 20 1921 20 1921 20 1921 20

1921 20

REMOVE EXISTING CONC. STOOP

FIRST FLOOR DEMOLITION PLAN

FLUORESCENT LIGHT FIXTURES

REMOVE EXISTING SUSPENDED A.T. CEILING AND RECESSED

AD-1.0

-F O

R O

F F

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S E O

N L

F O

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SHEET NUMBER:

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D B

D A

T E

M A

R K

D A

T E

L S

R E

N D

E S

C R

N S

C A

L E T

O S

H E

E T

S K

R O

LBUP FO ETA

O T

C E

O D

A R

OLOC ,NOSRA

T R

O F

WALL PENETRATIONS IN EXISTING CMU WALLS.

GENERAL NOTE: SEE MECHANICAL HVAC DRAWINGS FOR REQUIRED

REMOVE EXISTING URINAL- SEE PLBG. DWGS.

REMOVE EXISTING LAVS - SEE PLBG. DWGS.

22 REMOVE CONCRETE SLAB ON GRADE FLOOR SLAB

BETWEEN COLUMN ROWS 3 AND 13 AND COLUMN

23 2323

ROWS E AND D (INCLUDES REMOVING CERAMIC

REMOVE EXISTING DRYWALL CEILING

24 REMOVE EXISTING SHOWER HEADS, COLTROLLERS,

WATER SUPPLY AND DRAINAGE PIPING. SEE

PLMUMBING DRAWINGS.

245 5

(SHOWN THUS: )

REMOVE EXISTING LIFT, ELEC. CONTROLS AND WIRING

REMOVE PORTION OF EXISTING EXTERIOR FACE BRICK/CMU WALL

10 10

17 17

REMOVE EXISTING VAT FLOOR TILE, MASTIC AND RESILIENT BASE

RESILIENT BASE

REMOVE EXISTING CARPET, VAT FLOOR TILE, MASTIC AND

12 12

20 20

REMOVE PORTION OF EXISTING BRICK/CMU WALL (LOBBY AREA)

25 REMOVE EXISTING FIREPLACE

19 19

UP UP

MOSAIC FLOOR TILE IN THE RESTROOMS AND

STORAGE ROOMS)

26 REMOVE EXISTING WOOD FENCE

OFFICE 2-1

OFFICE 2-2

OFFICE 2-3

OFFICE 2-4

OFFICE 2-5

OFFICE 2-6

OFFICE 2-7 OFFICE 2-8

OFFICE 2-9

OFF

OFFICE 2-10

OFFICE 2-11

2-12

2-13

OFFICE 2-14

OFFICE 2-15 OFFICE 2-16 OFFICE 2-17 OFFICE 2-18 OFF 2-19 OFFICE 2-20 OFFICE 2-21

OFFICE 2-22

OFFICE 2-23

OFFICE 2-24

OFFICE 2-25

OFFICE 2-26

OFFICE 2-27

OFFICE 2-28 OFFICE 2-29

OFFICE 2-30

OFFICE 2-31

OFFICE 2-32

OFFICE 2-33

OFFICE 2-34

OFFICE 2-35

SHWR 2-W SHWR 2-WMALE 2 FEMALE 2

OPEN OFFCIE 2-W OPEN OFFCIE 2-E

STAIR 2W STAIR 2E

CENTRAL HALL 2WEST HALL 2 EAST HALL 2

19'-2" 19'-2"

1'-2"

19'-4" 19'-4" 2" 19'-2" 7'-2" 12'-2" 19'-2" 2" 19'-4" 19'-4" 19'-4"

1'-2"

19'-2" 19'-2"

21 3 87654 11109 12 1413 15

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SHEET NUMBER:

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D B

D A

T E

M A

R K

D A

T E

L S

R E

N D

E S

C R

N S

C A

L E T

O S

H E

E T

S K

R O

LBUP FO ETA

O T

C E

O D

A R

OLOC ,NOSRA

T R

O F

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W -1

A N

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F .M J

A F

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C H

E C

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E M

O /2

0 5 10 15 20

SCALE 3/32" = 1' - 0"

R P

R E

N O

V A

N B

L D

S E

C O

N D F

L O

O R

J S

C H

L O

S S

J S

C H

L O

S S

NOTES

1 REMOVE EXISTING DOOR AND HARDWARE, EXISTING FRAME TO REMAIN

2 REMOVE EXISTING DOOR, HARDWARE AND FRAME

2 2 2

1 1 1 1 1 1 1 1 1

2 2 2

1 1

4 REMOVE EXISTING METAL STUD/DW PARTITION

3 3

5 5

REMOVE EXISTING SERVICE SINK - SEE PLBG. DWGS

REMOVE EXISTING LAVS - SEE PLBG. DWGS

8 REMOVE EXISTING WATER CLOSETS - SEE PLBG. DWGS

8 8

9 REMOVE EXISTING TOILET PARTITIONS

10 10

11 REMOVE EXISTING WINDOW

11 11 11 11 11

12 12 12 12

NOTES CONTINUED

REMOVE EXISTING SUSPENDED A.T. CEILING AND RECESSED LIGHT FIXTURES

REMOVE EXISTING WINDOW BLINDS

13 1516

13 1516 13 1516 13 1516 13 1516 13 1516 13 1516

13 1516

13 151613 1516

13 1516

13 1516 13 1516

10 14 1514 10 14 15 14

14 14

REMOVE EXISTING DRYWALL CEILING AND RECESSED FLUORESCENT LIGHT FIXTURES

18 REMOVE EXISTING ROOF VENT. SEE MECH. DWGS

AD-2.0

SECOND FLOOR DEMOLITION PLAN

GENERAL NOTE: SEE MECHANICAL HVAC DRAWINGS FOR REQUIRED

WALL PENETRATIONS IN EXISTING CMU WALLS.

REMOVE EXISTING ELECTRIC WATER COOLERS - SEE PLBG. DWGS.

19 REMOVE SHOWER PARTITIONS, SHOWER HEADS, CONTROLLERS,

WATER SUPPLY AND DRAINAGE PIPING. SEE PLBG DWGS.

19 19

REMOVE EXISTING CMU WALL (SHOWN THUR: )

REMOVE EXISTING CERAMIC TILE FLOORING AND BASE

REMOVE EXISTING VAT FLOOR TILE, MASTIC AND RESILIENT BASE

10 10

REMOVE EXISTING CARPET, VAT FLOOR TILE, MASTIC AND RESILIENT BASE

17 17

UP UP

MECH RMOOM 2-C NOTES

A REMOVE 6'- 6" X 2'- 6" PORTION OF EXISTING CONCRETRE ROOF

NEW OPENING UNTIL NEW STEEL FRAMING IS INSATLLED.

SEE MECH. DWGS. TEMPORARILY SHORE UP EXISTING ROOF AROUND

A B

C EXISTING ROOF OPENING - SEE MECH. DWGS.

SEE MECH. DWGS.

EXISTING 3'- 0" X 1'- 6" OPENING IN FLOOR TO REMAIN.

EXISTING 2'- 11" X 2'- 9" OPENING IN FLOOR TO BE FILLED:

SEE DETAIL 1, THIS DWG.

EXISTING CONC. FLOOR SLAB

L4" X 4" X 1/4" (ALL AROUND)

W 3/4" X 6" BOLTS @1'- 0" O.C.

SET IN EPOXY GROUT

NEW CONC. INFILL

NEW 1 1/2" (18 GA.)

METAL DECK

DET. 1

SEE ENLARGED PLAN, THIS DWG.

MECH. RM.

REMOVE EXISTING LADDER AND ROOF HATCH ABOVE (INFILL OPENING - SEE

DET. 1, THIS DWG.

20 PROVIDE NEW OPENING IN WALL - SEE MECH. DWGS.

21 REMOVE EXISTING LOUVER - SEE MECH. DWGS.

G REMOVE EXISTING LOUVER - SEE MECH. DWGS.

NEW 4'- 3" X 1'- 7" OPENING IN FLOOR - SEE MECH. DWGS.

22 CUT NEW OPENING IN FLOOR -SEE MECH. DWGS.

22 23

PROVIDE NEW STEEL FRAMING AROUND OPENING

SIMILAR TO FRAMING DETAIL ON AN-2.0

23 CUT NEW OPENING IN FLOOR -SEE MECH. DWGS.

PROVIDE NEW STEEL FRAMING AROUND OPENING

SIMILAR TO FRAMING DETAIL ON AN-1.0

REMOVE EXISTING FACE BRICK/CMU WALL

B .1

OFFICE 3-1

OFFICE 3-2

OFFICE 3-3

OFFICE 3-4

OFFICE 3-5

OFFICE 3-6

OFFICE 3-7 OFFICE 3-8

OFFICE 3-9

OFFICE 3-10

OFFICE 3-11

OFF 3-13

OFFICE 3-15

OFFICE 3-16 OFFICE 3-17 OFFICE 3-18

OFFICE 3-20MALE 3

OFFICE 3-21

OFFICE 3-22

OFFICE 3-24

OFFICE 3-25

OFFICE 3-26

OFFICE 3-27 OFFICE 3-28

OFFICE 3-29

OFFICE 3-30

OFFICE 3-31

OFFICE 3-32

OFFICE 3-23

OFFICE 3-34

STORAGE 3-W SHWR 3-W SHWR 3-E FEMALE 3 BREAK RM 3

OFF 3-12

OFFICE 3-33

STAIR 3W STAIR 3E

CENTRAL HALL 3

WEST HALL 3 EAST HALL 3

SIPR CAFE 3-19

OFF 3-14

19'-2" 19'-2"

1'-2"

19'-4" 19'-4" 2" 19'-2" 7'-2" 12'-2" 19'-2" 2" 19'-4" 19'-4" 19'-4"

1'-2"

19'-2" 19'-2"

21 3 87654 11109 12 1413 15

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SHEET NUMBER:

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D B

D A

T E

M A

R K

D A

T E

L S

R E

N D

E S

C R

N S

C A

L E T

O S

H E

E T

S K

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LBUP FO ETA

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C E

O D

A R

OLOC ,NOSRA

T R

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D P

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F .M J

A F

A R

Z A

D E

A R

C H

E C

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L D

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O /2

0 5 10 15 20

SCALE 3/32" = 1' - 0"

R E

N O

V A

N B

L D

B .1

T H

D F

L O

O R

J S

C H

L O

S S

J S

C H

L O

S S

NOTES

2 REMOVE EXISTING DOOR, HARDWARE AND FRAME

1 1

1 1 1 1 1

1 1

3 REMOVE EXISTING CMU WALL

3 3

3 2 22 2

6 REMOVE EXISTING SERVICE SINK - SEE PLBG. DWGS

REMOVE EXISTING DOOR AND HARDWARE, EXISTING FRAME TO REMAIN

REMOVE EXISTING METAL STUD/DW PARTITION

7 REMOVE EXISTING LAVS - SEE PLBG. DWGS

8 REMOVE EXISTING WATER CLOSETS - SEE PLBG. DWGS

9 REMOVE EXISTING TOILET PARTITIONS - SEE PLBG. DWGS

10 REMOVE EXISTING WINDOW

5 5

6 6

10 10 10 10 10

NOTES CONTINUED

REMOVE A PORTION OF EXISTING BRICK AND CMU WALL

13 13

14 REMOVE EXISTING SUSPENDED A.T. CEILING AND RECESSED

FLUORESCENT LIGH FIXTURES

21 21

16 REMOVE EXISTING DRYWALL CEILING AND RECESSED

FLUORESCENT LIGHT FIXTURES

16 16

161216

RESILIENT BASE

REMOVE EXISTING WINDOW BLIND

1417 18

1417 18 1417 18 1417 18 1420

1417 18

16 12

1417 18

19 REMOVE EXISTING SECURITY BARS AT INSIDE OF WINDOWS.

STORE OR F0R RE-INSTALLATION

19 19 19 19 19

AD-3.0

THIRD FLOOR DEMOLITION PLAN

GENERAL NOTE: SEE MECHANICAL HVAC DRAWINGS FOR REQUIRED

WALL PENETRATIONS IN EXISTING CMU WALLS.

REMOVE EXISTING ELECTRIC WATER COOLERS - SEE PLBG. DWGS.

1417 18

REMOVE EXISTING CERAMIC TILE FLOOR AND BASE

RESILIENT BASE

REMOVE EXISTING VAT FLOOR TILE, MASTIC AND

REMOVE EXISTING SHOWER PARTITIONS, HEADS, CONTROLLERS

AND WATER SUPPLY PIPING - SEE PLBG. DWGS.

ROOF BELOW

REMOVE EXISTING CARPET, VAT FLOOR TILE, MASTIC AND

16 18

EXISTING VCT FLOOR TILE AND RESILIENT BASE TO REMAIN

REMOVE EXISTING SHOWER HEAD, CONTROLLER AND WATER

SUPPLY PIPING - SEE PLBG. DWGS.

AND CMU WALL

REMOVE A PORTION OF EXISTING EXISTING BRICK

18 1618

MECH.

CRAWLSPACE

PAD

HOUSEKEEPING

ABANDONED

9A 7A

-F O

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F F

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F O

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N E

D B

D R

A W

N B

A P

P R

O V

E D B

D A

T E

M A

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D A

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C R

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C A

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A N

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A F

A R

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C H

E C

T U

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O /2

R P

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L D

B .1

B A

S E

M E

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H C

A N

A L R

O O

J S

C H

L O

S S

J S

C H

L O

S S

AD-4.0

BASEMENT DEMOLITION PLAN

NOTE: SEE MECH. AND ELECT. PLANS FOR DEMOLITION WORK

OFFICE 1-1

OFFICE 1-2

OFFICE 1-4

OFFICE 1-5

OFFICE 1-6 OFFICE 1-7

OFFICE 1-8

OFFICE 1-9

0FF

MECH RM 1-W MALE 1

BREAK RM 1 JC 1 ALCOVE 1

COMMS 1 FEMALE 1 MECH RM 1-E

OFFICE 1-3

1-10

1-11

OFFICE 1-12

OFFICE 1-13 OFFICE 1-14 OFFICE 1-15 OFFICE 1-16 OFFICE 1-17 OFFICE 1-18

OFFICE 1-19

OFFICE 1-20

OFFICE 1-21

OFFICE 1-22

OFFICE 1-23

OFFICE 1-24 OFFICE 1-25

OFFICE 1-26

OFFICE 1-27

OFFICE 1-28

OFFICE 1-29

OFFICE 1-30

CONF 1

STAIR 1W STAIR 1E

LOBBY

VEST 1-1

VEST 1-2

VEST 1-4VEST 1-5

VEST 1-3

WEST HALL 1 CENTRAL HALL 1 EAST HALL 1

ELEC 1

19'-2" 19'-2"

1'-2"

19'-4" 19'-4" 2" 19'-2" 7'-2" 12'-2" 19'-2" 2" 19'-4" 19'-4" 19'-4"

1'-2"

19'-2" 19'-2"

21 3 87654 11109 12 1413 15

9A7A

X X X X X X

X X

NOTES

59358, COLOR: PISTACHIO, BY SHAW, OR APPROVED EQUAL

2 NEW 4" RESILIENT COVE BASE, COLOR: SEEDLING 271 BY JOHONSITE, OR APPROVED EQUAL

3 PAINT THREE WALLS TWO COATS WATER BASE, SATIN FINISH, COLOR; LIME JUICE-ICC38 BY BEHR, OR APPROVED EQUAL. PINTE WALL SHOWN THUS X TWO WATER BASE TOP COATS, SATIN FINISH

COLOR: MOUNTAIN SAGE-PMD36, BY BEHR, OR APPROVED EQUAL. NOTE: WHERE WALL SURFACE IS NEW, 4 PAINT WALLS TWO WATER BASE TOP COATS, SATIN FINISH, COLOR: LIME JUICE ICC-38 BY BEHR, OR APPROVED EQUAL. NOTE: WHERE WALL SURFACE IS NEW, PAINT TWO COATS WATER BASE PRIMER.

5 NEW SUSPENDED ACOUSTICAL TILE CEILING: 24" x 24" 15/16" PRELUDE GALVINIZED METAL CEILING

1 2 3 5

1 2 3 5 1 2 3 5 1 2 3 5 1 2 3 5 1 2 3 5 1 2 3 5 1 2 3 5

1 2 3 5

1 2 3 5 1 2 3 5

1 2 3

1 2 4 5

GRID AND LYRA PLANT BASED (PB) SQUARE LAY-IN WHITE CEILING TILES. MATCH EXISTING CEILING

NEW 24" X 24" (26 OZ.) TUFFTED NYLON, CUSHION BACK CARPET TILE (STYLE-COLOR PLAY TILE

PAINT NEW WALL SURFACES TWO COATS WATER BASE PRIMER.

1-1

1-2

1-3

1-4

1-5

1-6

1-7

1-8

1-9

1-10

1-11

1-12

1-13

1-14

1-15

1-16

1-17

1-18 1-19

1-20

1-21

1-22 1-23

1-24

1-25

1-26

1-27

1-28

1-29 1-30 1-31

1-32 1-33

1-34 1-35

1-36

1-37

1-38 1-39

1-40

1-41

1-42 1-43 1-44

1-45

1-46

1-47

1-48

1-491-50

1-51

1-52

1-53

1-54

1-55 1-56

1-57

1-58

1-59 1-60

1-61

1-62

NEW 1/8" THICK RAISED DISC RESILIENT TREADS BY ROPPE (OR APPROVED EQUAL), COLOR SHALL BE

NEW 1/8" THICK RESILIENT RISER BY ROPPE (OR APPROVED EQUAL), COLOR SHALL BE "FAWN" AND

"FAWN". LANDING AND FLOORS SHALL BE 12" X 12" X 1/8" SOLID COLOR VCT RAISED DISC FLOOR

TILE, COLOR SHALL BE "FAWN" AND NEW 6" RESILIENT COVE BASE, COLOR SHALL BE "FAWN"

7 NEW 12" X 12" X 1/8" VCT FLOOR TILE (MARBELIZED), COLOR SHALL BE V-219 "COOKIE CRUMB"

BY JOHNSONITE (OR APPROVED EQUAL) AND 4" RESILIENT COVE BASE, COLOR SHALL BE 130 "SISAL" BY

JOHNSONITE (OR APPROVED EQUAL)

7 5

1 2 3 5

4 5

NOTES CONTINUED

EXISTING PORCELAIN FLOOR TILE - CLEAN

1 2 4 5 1 2 4 5 1 2 4 5

9 CEILING OPEN TO UNDERSIDE OF FLOOR ABOVE

9 94 4

4 44 9

94 44

10 10

RAMP DN.

11 EXISTING ELEVATOR (NO CHANGES)

SEE DWG. A-7.0 FOR RAMP DETAILS

1-63

WALL TYPES

A A

1/2" DRYWALL OVER 6" (25 GA.) METAL STUDS @ 16" O.C. WITH R-19 FIBERGLASS BLANKET INSULATION.

F A

A A A A A A

B F A

A A

RUN NEW METAL STUDS/INSULATION UP TO BOTTOM OF FLOOR ABOVE. RUN NEW DRYWALL 6" ABOVE

NEW SUSPENDED CEILING. TAPE, FINISH, TEXTURE AND PAINT DRYWALL

B 1/2" DRYWALL OVER 6" (25 GA.) METAL STUDS @ 16" O.C. WITH R-19 FIBERGLASS BLANKET INSULATION.

AND PAINT DRYWALL.

RUN NEW METAL STUDS/INSULATION/DRYWALL UP TO BOTTOM OF FLOOR ABOVE. TAPE, FINISH, TEXTURE

C 1/2" DRYWALL AT EACH SIDE OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C. RUN NEW METAL STUDS/DRYWALL

UP TO BOTTOM OF FLOOR ABOVE. RUN NEW DRYWALL 6" ABOVE. TAPE, FINISH, TEXTURE AND PAINT DRYWALL.

C D

C C

D C

D 1/2" DRYWALL AT EACH SIDE OVER 3 5/8" (25 GA.) METAL STUDS

RUN STUDS/INSULATION/DRYWALL UP TO FLOOR ABOVE. TAPE,

FINISH, TEXTURE AND PAINT DRYWALL.

E 1/2" DRYWALL OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C.

EE EE

E E E E

E E

@ 16" O.C. WITH 3 1/2" FIBERGLASS BATT BETWEEN STUDS.

1'- 2 1/4" 1'- 2 1/4" 1' 2 1/4"4 5/8" 4 5/8" 4 5/8" 1'- 2 1/4" 1'- 2 1/4"

30'- 4" 30'- 4"13'- 4" 6'- 5" 16'- 6" 6'- 2" 13'- 2"10'- 8"6'- 0"

VERIFY

11'- 5"

-F O

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F F

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D E

N E

D B

D R

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A P

P R

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D A

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C R

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L E T

O S

H E

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S K

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LBUP FO ETA

O T

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T R

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A N

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F .M J

A F

A R

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D E

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N O

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N B

L D

B .1

A R

C H

E C

T U

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L N

E W

J S

C H

L O

S S

J S

C H

L O

W -1

0 5 10 15 20

SCALE 3/32" = 1' - 0"

S T F

L O

O R

AN-1.0

6" 4 1/8"4 1/8"

2'- 6"

5'- 0"

13-4"

6'-5"

1'-2 1/4"

LATRINE NOTES

FLOOR MOUNTED METAL TOILET PARTITION

C ADA 42" HANDRAIL

E DOUBLE R0LL T.P. HOLDERE

F WALL MOUNTED LIQUID SOAP DISPENSER

H I

I I

5'- 0"5

8'- 2"

EWC DETAIL MALE LATRINE DETAILS FEMALE LATRINE DETAILSA B C

A B C

SEE DETAIL A, THIS DWG.

DIMENSIONS

FOR WATER COOLER RECESS

WALL MOUNTED S.S. URINAL SCREEN (18" X 24")

S.S. TRASH RECEPTICAL 12" DIA. X 3' TALL

ROLL TYPE PAPER TOWEL DISPENSER

24" X 36" FRAMELESS WALL MIRROR

16 4 13

2'-6"

FIRST FLOOR NEW WORK PLAN

NEW 1/2" DRYWALL SUSPENDED CEILING (MATCH EXISTING

CEILING HEIGHT). PAINT NEW CEILING: 1 COAT WATER

BASE PRIMER AND 2 WATER BASE TOP COATS CEILING WHITE

(SATIN FINISH)

14 NEW ELECTRIC WATER COOLER, SEE PLBG. DWGS.

15 NEW MOP SINK, SEE PLBG. DWGS.

A-0304

16 NEW 12" X 12" X 1/4" GRITTED PORCELAIN FLOOR TILE

COLOR "BONE" AND MATCHING 6" COVE BASE

RUN STUDS UP TO FLOOR ABOVE. RUN D.W. 6" ABOVE NEW

CEILING. TAPE, FINISH, TEXTURE AND PAINT DRYWALL.

17 NEW FACE BRICK (TO MATCH EXISTING) OVER 15# BLDG. FELT

OVER 1/2 OSB OVER 6" METAL STUDS (25 GA.) @ 16 O.C.

18 PAINT BOTTOM OF CONC. STAIRS (ABOVE) 2 TOP C0ATS

CEILING WHITE, SATIN FINISH

19 PREP AND PAINT EXITING HANDRAIL AND GUARDS 2 TOP COATS

"BUFF", SEMI- GLOSS FINISH

12 12 12 12 12 12

WELDED WIRE FABRIC OVER 4" COMPACTED GRANULAR FILL OVER COMPACTED

EXISTING FILL. NEW SLAB IS BETWEEN COLULMN ROWS 3-13 AND E-D.

1819 1819

8 2

HEIGHT, OR AS REQUIRED TO ACCOMODATE NEW DUCTWORK.

BOTH DIRECTIONS

PROVIDE CORRUGAGED METAL BRICK ANCHORS AT 16" O.C.

NEW 4" CONCRETE SLAB (STEEL TROWEL FINISH)

NEW LIGHT FILTERING FABRIC ROLLER SHADE

(+/- 6' HIGH X 3' WIDE)

20 NEW 4" CONC. FLOOR SLAB (STEEL TROWEL FINISH) WITH 6X6 W4.0 X W4.0

OVER 15# BUILDING FELT OVER 1/2" AC GRADE PLYWOOD

EL RAY FAST WALL 100 STUCCO (OR APPROVED EQUAL) WITH

COLOR FINISH TO MATCH EXISTING BRICK OVER WIRE MESH

(SEE CONTINUATION AT RIGHT)

WALL TYPE F CONT'D:

OVER 6" (18 GA.) METAL STUDS AT 16" O.C. (6", R-19

FIBERGLASS BLANKET INSULATION BETWEEN METAL STUDS)

OVER 1/2" D.W. TAPE, FINISH, TEXTURE AND PAINT D.W.

RUN D.W. UP TO BOTTOM OF CONCRETE FLOOR SLAB ABOVE.

21 NEW LIGHT- FILTERING FABRIC ROLLER SHADE (+/- 10' HIGH X 3'- 6" WIDE)

22 NEW 6" CMU INFILL

A-8.0

23 NEW LOUVER (SEE

MECH. DWGS.)

NEW 4'- 3" X 1'- 9"

OPENING IN FLOOR ABOVE

SEE MECH. DWGS.

C4X6.25

TYP. C TO C CONN:

BEAM CONN:

TYP. C TO CONC.

L 6"X4"X1/4" WITH

2 - 3/4" X 6" BOLTS

SET IN EPOXY GROUT

INTO EXISTING

CONC. BEAM AND

2 - 3/4"X3"

BOLTS @ NEW C

CONNECTION

2 - 3/4"X3" BOLTS

AT EACH LEG

OFFICE 2-1

OFFICE 2-2

OFFICE 2-3

OFFICE 2-5

OFFICE 2-6

OFFICE 2-7 OFFICE 2-8

OFFICE 2-9

OFF

OFFICE 2-4

OFFICE 2-10

OFFICE 2-11

2-12

OFFICE 2-14

OFFICE 2-15 OFFICE 2-16 OFFICE 2-17 OFFICE 2-18 OFFICE 2-19 OFFICE 2-20 OFFICE 2-21

MECH RM 2-W BREAK RM 2

JC 2

COMMS 2 FEMALE 2 MECH RM 2-EMALE 2

OFFICE 2-22

OFFICE 2-23

OFFICE 2-24

OFFICE 2-25

OFFICE 2-27

OFFICE 2-28 OFFICE 2-29

OFFICE 2-30

OFFICE 2-31

OFFICE 2-32

OFFICE 2-33

OFFICE 2-26

OFFICE 2-34

OFFICE 2-35

CONF 2

STAIR 2W

STAIR 2E

CENTRAL HALL 2

WEST HALL 2 EAST HALL 2

ALCOVE

ELEC 2

19'-2" 19'-2"

1'-2"

19'-4" 19'-4" 2" 19'-2" 7'-2" 12'-2" 19'-2" 2" 19'-4" 19'-4" 19'-4"

1'-2"

19'-2" 19'-2"

OFF

2-13

MECH RM 2-C

21 3 87654 11109 12 1413 15

9A7A

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F F

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D E

N E

D B

D R

A W

N B

A P

P R

O V

E D B

D A

T E

M A

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D A

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N D

E S

C R

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C A

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H E

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O D

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OLOC ,NOSRA

T R

O F

A N

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F .M J

A F

A R

Z A

D E

0 5 10 15 20

SCALE 3/32" = 1' - 0"

B .1

A R

C H

E C

T U

R A

L N

C O

N D F

L O

O R

J S

C H

L O

S S

J S

C H

L O

W -1

X X

X X X X X X X

X X

NOTES

1 NEW 24" X 24" (26 OZ.) TUFFTED NYLON, CUSHION BACK CARPET TILE (STYLE COLOR PLAY TILE 95358, COLOR:

PISTACHIO BY SHAW, OR APPROVED EQUAL)

2 NEW 4" RESILIENT COVE BASE, COLOR: SEEDLING 271 BY JOHNSONITE, OR APPROVED EQUAL

3 PAINT THREE WALLS TWO WATER BASE TOP COATS, SATIN FINISH, COLOR: LIME JUICE ICC38 BY BEHR, OR APPROVED EQUAL. PAINT WALL SHOWN THUS X TWO WATER BASE TOP COATS, SATIN FINIH, COLOR:

MOUNTAIN SAGE-PMD 36 BY BEHR, OR APPROVED EQAUL.

4 PAINT WALLS TWO WATER BASE TOP COATS, SATIN FINISH, COLOR: LIME JUICE ICC-38 BY BEHR, OR APPROVED

EQUAL. NOTE: WHERE WALL SURFACE IS NEW, PAINT TWO WATER BASE COATS PRIMER.

5 NEW SUSPENDED ACOUSTIAL TILE CEILING: 24" X 24" 15/16" PRELUDE GALVANIZED METAL CEILING GRID AND

1 2 3 5 1 2 3 5

1 2 3 5

1 2 3 51 2 3

1 2 3 5 1 2 3 5 1 2 3 5 1 2 3 5 1 2 3 5 1 2 3 5

1 2 3 5

1 2 3 51 2 3 5

1 2 3 5

NOTE: WHERE WALL SURFACE IS NEW, PAINT NEW WALL

WALL SURFACES TWO COAT WATER BASE PRIMER.

2-1

2-2

2-3

2-4

2-5

2-6

2-7 2-8

2-9

2-10

2-11

2-12

2-13

2-14

2-15

2-16

2-17

2-18

2-19

2-20

2-21

2-22

2-23

2-24 2-25

2-26 2-27

2-28

2-29

2-30

2-32

2-34 2-35

2-36

2-37

2-38

2-43 2-44

2-45

2-39

2-46

2-47

2-48

2-49

2-50

2-51

2-52

2-53

2-54

2-55

6 NEW 1/8" THICK RESILIENT RISER BY ROPPE (OR APPROVED EQUAL), COLOR SHALL BE "FAWN" AND NEW 1/8"

THICK RAISED DISC RESILIENT TREADS BY ROPPE (OR APPROVED EQUAL), COLOR SHALL BE "FAWN". LANDING AND

FLOORS SHALL BE 12" X 12" X 1/8" SOLID COLOR VCT RAISED DISC FLOOR TILE, COLOR SHALL BE "FAWN" AND

NEW 6" RESILIENT COVE BASE SHALL BE "FAWN"

(OR APPROVED EQUAL) AND NEW 4" RESILIENT COVE BASE, COLOR SHALL BE 130 "SISAL" BY JOHNSONITE

(OR APPROVED EQUAL)

7 5

1 2 4 5 1 2 4 5

1 2 4 5

8 CEILING OPEN TO UNDERSIDE OF FLOOR ABOVE

9 4 8 4 84 8 4 174 17

9 PROVIDE SELF-LEVELING FLOOR FILLER WHERE CMU WALLS WERE REMOVED. EXISTING CERAMIC TILE FLOOR TO REMAIN.

10 EXISTING ELEVATOR (NO CHANGES)

4 87

2-31

2-33

2-40

2-56

2-41

2-42

2-57

WALL TYPES

A 1/2" DRYWALL OVER 6" (25 GA.) METAL STUDS @ 16" O.C. WITH R-19 FIBERGLASS BLANKET INSULATION.

RUN NEW METAL STUDS/INSULATION UP TO BOTTOM OF FLOOR ABOVE. RUN NEW DRYWALL 6" ABOVE NEW

SUSPENDED CEILING. TAPE, TEXTURE, FINISH AND PAINT DRYWALL.

B 1/2" DRYWALL OVER 6" (25 GA.) METAL STUDS @ 16" O.C. WITH R-19 FIBERGLASS BLANKET INSULATION.

RUN NEW METAL STUDS/INSULATION/DRYWALL UP TO BOTTOM OF FLOOR ABOVE. TAPE, TEXTURE, FINISH AND

PAINT DRYWALL.

A AA

AAA

A A A A A A A

F A

AF A

A A A

AAA

PAINT DRYWALL.

1/2" DRYWALL AT EACH SIDE OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C. RUN NEW METAL STUDS/DRYWALL

UP TO BOTTOM OF FLOOR ABOVE. TAPE, TEXTURE, FINISH AND

FINISH AND PAINT DRYWALL.

BETWEEN STUDS. RUN NEW METAL STUDS/INSULATION/DRYWALL UP TO BOTTOM OF FLOOR ABOVE. TAPE, TEXTURE, E 1/2" DRYWALL OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C.

1/2" DRYWALL OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C. WITH R-19 FIBERGLASS BATT INSULATION

E E

2-58

AN-2.0

30'- 4" 1'-2 1/4" 13'-4"

1'-2 1/4"

9'-1 5/8" 11'-8"

1'-6"

1'-2 1/4"

6'-2"

4 5/8" 4 5/8"

11'-5"

VERIFY 1'-2 1/4" 1'-2 1/4"

6'-0" 13'-2" 30'-4"

AN-1.0 B

AN-1.0

10'-8"

SECOND FLOOR NEW WORK PLAN

NOTES CONTINUED

11 11

NEW ELECTRIC WATER COOLER, SEE PLBG. DWGS.

A-0304

12 NEW MOP SINK, SEE PLBG. DWGS.

1 2 3

1320 21 13

RUN NEW METAL STUDS UP TO BOTTOM

OF FLOOR ABOVE. RUN DRYWALL 6" ABOVE NEW CEILING. TAPE, FINISH TEXTURE AND PAINT D.W.

E C

STAIR 2W

6 4

14 PAINT BOTTOM OF CONC. STAIR (ABOVE) 2 WATER BASE

TOP COATS CEILING WHITE, SATIN FINISH

BASE TOP COATS "BUFF", SATIN FINISH

PREP AND PAINT EXISTING HANDRAILS AND GUARDS 2 WATER

1415 6 4 1415

STAIR 2E

16 16 16 16 16 16

16 16

1 2 4 5 18

1 2 4 5

17 NEW 1/2" D.W. SUSPENDED CEILING. PAINT: 1 COAT

WATER BASE PRIMER AND 2 WATER BASE TOP COATS,

AT 16" O.C. (R19 FIBERGLASS BLANKET INSULATION

F EL RAY FAST WALL 100 STUCCO (OR APPROVED EQUAL) WITH PREIMUM COLOR FINISH TO MATCH EXISTING

FACE BRICK OVER WIRE MESH OVER 15# BUILDING FELT OVER 1/2" AC GRADE PLYWOOD OVER 6" (18 GA.)

METAL STUDS AT 16" O.C. (6", R-19 FIBERGLASS BLANKET INSUALTION BETWEEN METAL STUDS) OVER

1/2" D.W. TAPE, FINISH, TEXTURE AND PAINT D.W. RUN DRYWALL UP TO BOTTOM OF CONCRETE FLOOR

SLAB ABOVE.

(+/- 6' HIGH X 4'- 6" WIDE)

NEW LIGHT- FILTERING FABRIC ROLLER SHADE

LYRA PLANT BASED (PB) SQUARE LAY-IN WHITE CEILING TILES MATCH EXISTING CEILING HEIGHT, OR AS

REQUIRED TO ACCOMODATE NEW DUCTWORK.

ROOFROOF

ROOF

CEILING WHITE (SEMI-GLOSS) MATCH EXISTING CEILING HEIGHT

NEW LIGHT- FILTERING FABRIC ROLLER SHADES

(+/- 8' HIGH X 3'- 6" WIDE)

19 NEW 12" X 12" X 1/4" GRITTED PORCELAIN FLOOR TILE

COLOR "BONE" AND 6" PORCELAIN COVE BASE, COLOR "BONE"

19 19

20 NEW LOUVER - SEE MECH. DWGS.

NEW STUCCO OVER WIRE MESH OVER 15# BLDG. FELT OVER

1/2" AC GRADE PLYWOOD OVER 6" METAL STUDS (18 GA.)

BETWEEN STUDS) OVER 1/2" D.W.

20 20

A-8.0

C4 X 6.25

L 6" X 4" 1/4"

W/ 2- 3/4" X 6"

EXISTING CONC. EDGE BEAM

L 6" X 4" 1/4"

W/ 2- 3/4" X 6"

BOLTS, SET IN

EPOXY GROUT INTO

EXISTING CONC.

L 4" X 4" 1/4"

(ALL AROUND)

NEW 6'- 6" X 2'- 6" OPENING

SEE MECH. DWGS.

SEE ENLARGED PLAN ABOVE

CONC.

BOLTS SET IN EPOXY

INTO EXISTING CONC.

EDGE BEAM &

2-3/4"X3" BOLTS @

C CONN.

W/ 2-3/4" X 3"

BOLTS AT EA.

LEG

ROOF OPENING FRAMING PLAN

EDGE BEAM AND

2-3/4"X3" BOLTS @

C CONN.

NEW 12" X 12" X 1/8" VCT FLOOR TILE (MARBELIZED), COLOR SHALL BE V-219 "COOKIE CRUMB BY JOHNSONITE

R P

R E

N O

V A

N B

L D

OFFICE 3-3

OFFICE 3-4

OFFICE 3-5

OFFICE 3-6

OFFICE 3-7 OFFICE 3-8

OFFICE 3-9

OFF

OFFICE 3-10

OFFICE 3-11

3-12

3-13

OFFICE 3-15

OFFICE 3-16 OFFICE 3-17 OFFICE 3-18

MECH RM 3-W MALE 3 FEMALE 3BREAK RM 3 JC 3 OFFICE 3-20 MECH RM 3-ECOMMS 3

OFFICE 3-21

OFFICE 3-22

OFFICE 3-24

OFFICE 3-25

OFFICE 3-26

OFFICE 3-27 OFFICE 3-28

OFFICE 3-29

OFFICE 3-30

OFFICE 3-31

OFFICE 3-32

OFFICE 3-34

OFFICE 3-23

OFFICE 3-33

STAIR 3W

STAIR 3E

CENTRAL HALL 3

WEST HALL 3 EAST HALL 3

SIPR CAFE 3-19

ELEC 3

OFF

3-14

19'-2" 19'-2"

1'-2"

19'-4" 19'-4" 2" 19'-2" 7'-2" 12'-2" 19'-2" 2" 19'-4" 19'-4" 19'-4"

1'-2"

19'-2" 19'-2"

21 3 87654 11109 12 1413 15

9A7A

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0 5 10 15 20

SCALE 3/32" = 1' - 0"

X X X X

NOTES

1 NEW 24" X 24" (26 OZ.) TUFFTED NYLON CUSHION BACK CARPET TILE (STYLE: COLOR PLAY TILE 59358, COLOR:

PISTACHIO BY SHAW, OR APPROVED EQUAL)

2 NEW 4" RESILIENT COVE BASE COLOR: SEEDLING 271 BY JOHNSONITE, OR APPROVED EQUAL

3 PAINT THREE WALLS TWO WATER BASE TOP COATS, SATIN FINISH, COLOR: LIME JUICE ICC-38 BY BEHR, OR APPROVED

EQUAL. PAINT WALL SHOWN THUS X

OR APPROVED EQUAL.

TWO WATER BASE TOP COATS, SATIN FINISH, COLOR: MOUNTAIN SAGE PMD36 BY BEHR,

4 PAINT WALLS TWO WATER BASE TOP COATS, SATIN FIISH, COLOR; LIME JUICE ICC38, BY BEHR, OR APPROVED EQUAL.

NOTE: WHERE WALL SURFACE IS NEW, PAINT NEW WALL SURFACES TWO COATS WATER BASE PRIMER.

5 NEW SUSPENDED ACOUSTICAL TILE CEILING: PRELUDE 24" X 24" 15/1" EXPOSED TEE GALVANIZED METAL CEILING GRID

AND LYRA PLANT BASED (PB) WHITE SQUARE LAY-IN CEILING PANELS. MATCH EXISTING CEILING HEIGHT, OR AS

1 2 3 5

1 2 3

1 2 3 5 1 2 3 5 10 11 8

1 2 3 5

1 2 3 51 2 3 5

1 2 3 5

3-1

3-5

3-3 3-4

3-6

3-7

3-8

3-9

3-10

3-11

3-12

3-13

3-14

3-15

3-16 3-17

3-18

3-19

3-20 3-21

3-22

3-23

3-24 3-25 3-26

3-27 3-28

3-29

3-30

3-31

3-32

3-33

3-34 3-35

3-36

3-37

3-38

3-39

3-41

3-42

3-43

3-44

3-45

3-46 4-47

3-40

6 NEW 1/8" THICK RESILIENT COVE RISER BY ROPPE (OR APPROVED EQUAL), COLOR SHALL BE "FAWN", AND NEW 1/8"

THICK RAISED DISC RESILIENT TREADS BY ROPPE (OR APPROVED EQUAL), COLOR SHALL BE "FAWN". LANDING AND

FLOORS SHALL BE 12" X 12" X 1/8" SOLID COLOR VCT RAISED DISC FLOOR TILE, COLOR SHALL BE "FAWN" AND

NEW 6" RESILIENT COVE BASE SHALL BE "FAWN"

7 5 7 5 19 8

1 2 4 5 1 2 4 5 1 2 4 5

8 CEILING OPEN TO UNDERSIDE OF ROOF ABOVE

4 8 44 19 4 84

9 9

11 EXISTING WALL FINISHES TO REMAIN

T H

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NOTES CONTINUED

EXPOSED TO EXTERIOR 2 TOP COATS "FLAT BLACK".

NEW 1/2" A.C. GRADE PLYWOOD PANEL ATTACHED TO EXISTING WINDOW FRAME AT ROOM SIDE. PAINT SIDE OF PLYWOOD

12 12 12 1212

EXISTING VCT FLOOR TILE TO REMAIN

3-49

WALL TYPES

A 1/2" DRYWALL OVER 6" (25 GA.) METAL STUDS @ 16" O.C. WITH R-19 FIBERGLASS BLANKET INSULATION.

RUN NEW METAL STUDS/INSULATION UP TO BOTTOM OF ROOF ABOVE. RUN NEW DRYWALL 6" ABOVE NEW

SUSPENDED CEILING. TAPE, FINISH, TEXTURE AND PAINT DRYWALL.

B 1/2" DRYWALL OVER 6" (25 GA.) METAL STUDS @ 16" O.C. WITH R-19 FIBERGLASS BLANKET INSULATION.

RUN NEW METAL STUDS/INSULATION/DRYWALL UP TO BOTTOM OF ROOF ABOVE. TAPE, FINISH, TEXTURE AND

PAINT DRYWALL.

A A

1 2 3

A A A A

A A

PAINT DRYWALL.UP TO BOTTOM OF ROOF ABOVE. TAPE, FINISH, TEXTURE AND

1/2" DRYWALL AT EACH SIDE OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C. RUN NEW METAL STUDS/DRYWALL

BATT INSULATION BETWEEN STUDS. RUN NEW METAL STUDS/DRYWALL

1/2" DRYWALL AT EACH SIDE OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C. WITH 3 1/2" FIBERGLASS

FINISH, TEXTURE AND PAINT DRYWALL.

UP TO BOTTOM OF ROOF ABOVE. TAPE,

FINISH, TEXTURE AND PAINT DRYWALL.

1/2" DRYWALL OVER 3 5/8" (25 GA.) METAL STUDS @ 16" O.C.

C C C C C C D C

E E E E E EC

C E E

AN-3.0

30'-4"30'-4"

1'-2 1/4" 1'-2 1/4" 1'-2 1/4" 1'-2 1/4" 1'-2 1/4"

13'-4" 9'-1 5/8"

1'-6"

11'-8" 6'-2"

4 5/8" 4 5/8"

13'-2"

AN-1.0 B

AN-1.0

7 7 4

THIRD FLOOR NEW WORK PLAN

14 NEW ELECTRIC WATER COOLER, SEE PLBG. DWGS.

14 14

15 NEW MOP SINK, SEE PLBG. DWGS.

A-0304

7 4 8 3

RUN NEW METAL STUDS UP TO BOTTOM OF

ROOF ABOVE. RUN D.W. 6" ABOVE NEW CEILING. TAPE,

STAIR 3WSTAIR 3W

6 4 16 17

16 PAINT CONC. CEILING ABOVE 2 WATER BASE TOP COATS CEILING WHITE, SATIN FINISH

17 PREP AND PAINT EXISTING HANDRAILS AND GUARDS 2 WATER BASE TOP COSTS "BUFF", SATIN FINISH

18 NEW FABRIC ROLLER SHADE (+/- 6' HIGH X 3' WIDE)

18 18 18 18

4 16 17

6 4 16 17

19 NEW 1/2" D.W. SUSPENDED CEILING. PAINT: 1 COAT WATER BASE PRIMER AND 2 WATER BASE

TOP COATS, CEILING WHITE (SEMI GLOSS)

20 NEW FACE BRICK (TO MATCH EXISTING) OVER 15# BUILDING FELT OVER 1/2" OSB OVER

6" METAL STUDS (25 GA.) AT 16" O.C. PROVIDE CORRUGATED METAL BRICK ANCHORS

AT 16" O.C BOTH DIRECTIONS

F EL RAY FAST WALL 100 STUCCO (OR APPROVED EQUAL) WITH PREIMUM COLOR FINISH TO MATCH EXISTING

FACE BRICK OVER WIRE MESH OVER 15# BUILDING FELT OVER 1/2" AC GRADE PLYWOOD OVER 6" (18 GA.)

METAL STUDS AT 16" O.C. (6", R-19 FIBERGLASS BLANKET INSUALTION BETWEEN METAL STUDS) OVER

1/2" D.W. TAPE, FINISH, TEXTURE AND PAINT D.W. RUN D.W. UP TO BOTTOM OF CONCRETE ROOF SLAB ABOVE.

ROOF BELOWROOF BELOW

ROOF BELOW

REMOVED.

PROVIDE SELF-LEVELING FLOOR FILLER (AS REQUIRED) WHERE CMU WALLS AND CERAMIC FLOOR TILE WERE

REQUIRED TO ACCOMODATE NEW DUCTWORK.

REINSTALL EXISTING SECURITY BARS AT WINDOWS

13 13 13 13 13

1 2

NEW LOUVER - SEE MECH. DWGS.

21 21

A-8.0

22 NEW STUCCO OVER WIRE MESH OVER 15# BUILDING FELT OVER 1/2" AC GRADE PLYWOOD OVER

6" METAL STUDS (18 GA.) AT 16" O.C. (6", R-19 FIBERGLASS BLANKET INSULATION

BETWEEN STUDS) OVER 1/2" D.W.

22 21

3-2

"BONE"

NEW 12" X 12" X 1/4" GRITTED PORCELAIN FLOOR TILE COLOR "BONE" AND 6" PORCELAIN COVE BASE COLOR

23 NEW 1/2" D.W. SUSPENDED CEILING. PAINT: 1 COAT WATER BASE PRIMER AND 2 WATER BASE

TOP COATS, CEILING WHITE (SEMI GLOSS)

MECH.

CRAWLSPACE

PAD

HOUSEKEEPING

ABANDONED

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AN-4.0

BASEMENT NEW WORK PLAN

NOTE: SEE MECH AND ELECT DWGS FOR NEW WORK

OFFICE 1-1

OFFICE 1-2

OFFICE 1-4

OFFICE 1-5

OFFICE 1-6 OFFICE 1-7

OFFICE 1-8

OFFICE 1-9

0FF

MECH RM 1-W MALE 1

BREAK RM 1 JC 1 ALCOVE 1

COMMS 1 FEMALE 1…

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File details come from the government source that posted it. Updated Nov 3, 2020.