Reduced_GA4655000AE_Douglas_County_Admin Bldg.pdf

PDF 6 MB Posted Oct 23, 2024

Attached to: Timber Ridge Renovations
Solicitation number: PE-64800-NONST-2024-000000037
Issued by: Douglas County, Georgia

About this file

Written by GovTribe AI · Oct 28, 2024

This document is the project specifications for the Douglas County Administration Building Renovation project in Douglasville, Georgia, involving the Douglas County Board of Commissioners and the design firm Place Services, Inc. The project consists of an interior renovation to the existing Douglas County Administration Building, including demolition, new wall construction, flooring, finishes, and the installation of new furniture, fixtures, and equipment. The project is divided into a first floor and second floor scope, with an estimated total area of 18,216 square feet. The project is slated for release for construction on October 22, 2024, with a construction duration of 90 calendar days to substantial completion and 30 calendar days from substantial completion to final completion. The project includes allowances for door hardware, fixtures/furnishings/equipment, and exterior monument sign refurbishment.

The document outlines supplemental conditions, including a 5% construction contingency, allowances, and the requirement for ADA-compliant interior signage. Pricing must be provided for both the current MEP scope narrative as well as future MEP drawings to be included in an addendum. The project is entirely interior-focused, with the exception of painting existing exterior guardrails and refurbishing the existing exterior monument sign.

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24_042 Timber Ridge Renovation ITB.pdf	PDF	Oct 23, 2024
24_042 TIMBER RIDGE AD.pdf	PDF	Oct 23, 2024

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SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

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G I S

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PROJECT MANAGER: CIVIL ENGINEER: STRUCTURAL ENGINEER:ARCHITECT & INTERIORS: MECHANICAL ENGINEER: ELECTRICAL ENGINEER:PLUMBING ENGINEER:

DESIGN TEAM

30" x 42"

/2 /2

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\d st e p h e n s\ D e sk to p

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DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

PLACE SERVICES, INC. (PSI)

MATTHEW R. CASH, AIA, NCARB

95 HICKORY SPRINGS INDUSTRIAL DRIVE

CANTON, GA 30115

678-520-8396 mcash@placeservicesinc.com

GA LICENSE: RA015166

N/A N/APLACE SERVICES, INC. (PSI)

MATTHEW R. CASH, AIA, NCARB

95 HICKORY SPRINGS INDUSTRIAL DRIVE

CANTON, GA 30115

678-520-8396 mcash@placeservicesinc.com

GA LICENSE: RA015166

PROFICIENT ENGINEERING, INC.

PRATIK PATEL, PE

3150 HOLCOMB BRIDGE ROAD

NORCROSS, GA 30071

404-330-9798 ppatel@proficientengineering.com

GA LICENSE:

PROFICIENT ENGINEERING, INC.

BRIAN ARMENTA, PE, LEED AP

3150 HOLCOMB BRIDGE ROAD

NORCROSS, GA 30071

404-330-9798 brian@proficientengineering.com

GA LICENSE: PE032547

PROFICIENT ENGINEERING, INC.

TYLER STEPHENSON, PE

3150 HOLCOMB BRIDGE ROAD

NORCROSS, GA 30071

404-330-9798 tyler@proficientengineering.com

GA LICENSE:

DOUGLAS COUNTY ADMINISTRATION BUILDING

RENOVATION

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GA4655000AE

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RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

COVER SHEET

G-001

4655 TIMBER RIDGE DRIVE

DOUGLASVILLE, GA 30135

10/22/2024

RELEASED FOR CONSTRUCTION

VICINITY MAP LOCATION MAP PROJECT LOCATIONPROJECT LOCATION

INTERIOR PERSPECTIVE SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 MEP SCOPE NARRATIVE

G-100 CODE SUMMARY

G-101 LIFE SAFETY PLANS - FIRST FLOOR

G-102 LIFE SAFETY PLANS - SECOND FLOOR

ARCHITECTURAL

A-001 ABBREVIATIONS AND GENERAL NOTES

A-002 PARTITION TYPES AND DETAILS

AD101 OVERALL DEMOLITION FIRST FLOOR PLAN

AD102 OVERALL DEMOLITION SECOND FLOOR PLAN

AD131 OVERALL DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

AD132 OVERALL DEMOLITION SECOND FLOOR REFLECTED CEILING PLAN

A-101 OVERALL FIRST FLOOR PLAN

A-102 OVERALL SECOND FLOOR PLAN

A-131 OVERALL FIRST FLOOR REFLECTED CEILING PLAN

A-132 OVERALL SECOND FLOOR REFLECTED CEILING PLAN

A-401 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-402 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-403 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-451 ADA CLEARANCES

A-571 MILLWORK DETAILS

A-601 DOOR & STOREFRONT DETAILS, SCHEDULE & TYPES

INTERIORS

I-101 FIRST FLOOR FINISH PLAN

I-102 SECOND FLOOR FINISH PLAN

I-601 FINISH LEGENDS AND SCHEDULE

I-611 SIGNAGE SCHEDULE AND DETAILS

I-612 SIGNAGE SCHEDULE AND DETAILS

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SUPPLEMENTAL CONDITIONS:

1. THE GENERAL CONDITIONS FOR THIS PROJECT SHALL BE THE AIA A201-2017 DOCUMENT TITLED “GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION.”

2. THE CONTRACTOR SHALL INCLUDE A CONSTRUCTION CONTINGENCY OF FIVE PERCENT (5%) IN THEIR BID.

3. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, THE FOLLOWING ALLOWANCES:

a. DOOR HARDWARE: FORTY THOUSAND DOLLARS ($40,000.00).

b. FIXTURES, FURNISHINGS, & EQUIPMENT: THREE HUNDRED THOUSAND DOLLARS ($300,000.00).

c. EXTERIOR MONUMENT SIGN REFURBISHMENT: THIRTY THOUSAND DOLLARS ($30,000.00).

4. THE CONSTRUCTION SCHEDULE SHALL CONSIST OF A DURATION OF NINETY CALENDAR DAYS (90) FROM NOTICE TO PROCEED (NTP) TO SUBSTANTIAL COMPLETION AND THIRTY CALENDAR DAYS (30) FROM SUBSTANTIAL COMPLETION TO FINAL COMPLETION.

5. THERE WILL BE FUTURE ADDENDA TO ADDRESS MISSING INFORMATION; ANSWERS TO BIDDER RFIS; AND THE INCLUSION OF MECHANICAL, ELECTRICAL, AND PLUMBING (MEP) DRAWINGS. CURRENTLY, THE MEP SCOPE IS ONLY DESCRIBED IN A NARRATIVE. EVEN THOUGH THERE ARE CURRENTLY NO MEP DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS, BIDDERS SHALL PROVIDE PRELIMINARY PRICING BASED UPON THE INCLUDED NARRATIVE AND THEN UPDATE THEIR PRICING ONCE THE FUTURE ADDENDA IS RELEASED TO INCLUDE MEP

DRAWINGS.

6. THE PROJECT SCOPE IS ENTIRELY INTERIOR RELATED, WITH EXCEPTION ONLY TO PAINTING THE EXISTING EXTERIOR GUARDRAILS TO REMAIN AND REFURBISHMENT OF THE EXISTING EXTERIOR MONUMENT SIGN TO REMAIN. ALL EXTERIOR GUARDRAILS, CLEAN AND PREP THE EXISTING RAILINGS FOR NEW PAINT. PAINT EXISTING RAILINGS WITH A SHERWIN WILLIAMS HIGH-PERFORMANCE COATING (PT-4), CONSISTING OF ONE PRIME COAT, ONE INTERMEDIATE COAT, AND ONE TOPCOAT TO MEET THE MANUFACTURER’S WRITTEN RECOMMENDATIONS

FOR THE EXISTING RAILING SUBSTRATE.

7. PROVIDE ADA COMPLIANT INTERIOR SIGNAGE FOR ALL RESTROOMS, BREAK ROOMS, OFFICES, STAIRS, CONFERENCE ROOMS, UTILITY ROOMS, JANITORIAL CLOSETS, STORAGE ROOMS, ELEVATORS, WORKSPACES, TRAINING ROOMS, AND OTHER ROOMS/SPACES AS INDICATED IN THE CONTRACT DOCUMENTS. THE BASIS OF DESIGN FOR THE INTERIOR SIGNAGE SHALL BE APCO GRAPHICS, INC., ASPIRE, 1/4-INCH, FROSTED ACRYLIC, AS1L04-0685.

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

R A

G I S

S U

30" x 42"

/2 /2

M C

U se rs

\d st e p h e n s\ D e sk to p

\P S

I W

A H

P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

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GA4655000AE

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RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

MEP SCOPE

NARRATIVE

G-002

M A

R K

D E

S C

N D

A T

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

R A

G I S

S U

30" x 42"

/2 /2

M C

U se rs

\d st e p h e n s\ D e sk to p

\P S

I W

A H

P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

U G

L A

S C

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GA4655000AE

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RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

CODE SUMMARY

G-100

TOTAL DRINKING FOUNTAINS:

2.25 + 0.10 + 0.01 =

TOTAL REQUIRED =

TOTAL PROVIDED =

2.36 D.F.

3 D.F.

4 D.F.

FEMALE:

2.41 + 0.13 + 0.04 =

TOTAL REQUIRED =

TOTAL PROVIDED =

2.58 LAV.

3 LAV.

4 LAV.

TOTAL LAVATORIES: MALE:

2.41 + 0.13 + 0.04 =

TOTAL REQUIRED =

TOTAL PROVIDED =

2.58 LAV.

3 LAV.

4 LAV.

FEMALE:

3.26 + 0.40 + 0.04 =

TOTAL REQUIRED =

TOTAL PROVIDED =

3.70 W.C.

4 W.C.

6 W.C.

TOTAL WATER CLOSETS: MALE:

3.26 + 0.21 + 0.04 =

TOTAL REQUIRED =

TOTAL PROVIDED =

3.51 W.C.

4 W.C.

4 W.C., 2 URINAL

TOTAL PLUMBING FIXTURES

DRINKING FOUNTAINS: 1 PER 1,000 7 x 1/1,000 = 0.01 D.F.

LAVATORIES:

50% MALE = 4 OCCUPANTS

1 PER 100

50% FEMALE = 4 OCCUPANTS

1 PER 100

4 x 1/100 =

0.04 LAV.

WATER CLOSETS:

50% MALE = 4 OCCUPANTS

1 PER 100

50% FEMALE = 4 OCCUPANTS

1 PER 100

4 x 1/100 =

0.04 W.C.

STORAGE OCCUPANCY OCCUPANT LOAD = 7

DRINKING FOUNTAINS: 1 PER 500 52 x 1/500 0.10 D.F.

LAVATORIES:

50% MALE = 26 OCCUPANTS

1 PER 200

50% FEMALE = 26 OCCUPANTS

1 PER 200

26 x 1/200 =

0.13 LAV.

WATER CLOSETS:

50% MALE = 26 OCCUPANTS

1 PER 125

50% FEMALE = 26 OCCUPANTS

1 PER 65

26 x 1/125 =

26 x 1/65 =

0.21 W.C.

0.40 W.C.

ASSEMBLY OCCUPANCY OCCUPANT LOAD = 52

DRINKING FOUNTAINS: 1 PER 100 225 x 1/100 = 2.25 D.F.

LAVATORIES:

50% MALE = 113 OCCUPANTS

1 PER 40 FOR FIRST 80:

1 PER 50 FOR REMAINDER EXCEEDING 80:

50% FEMALE = 113 OCCUPANTS

1 PER 40 FOR FIRST 80:

1 PER 50 FOR REMAINDER EXCEEDING 80:

80 x 1/40 = 33 x 1/80 =

TOTAL:

80 x 1/40 = 33 x 1/80 =

TOTAL:

2.00 LAV.

0.41 LAV.

2.41 LAV.

2.00 LAV.

0.41 LAV.

2.41 LAV.

WATER CLOSETS:

50% MALE = 113 OCCUPANTS

1 PER 25 FOR FIRST 50:

1 PER 50 FOR REMAINDER EXCEEDING 50:

50% FEMALE = 113 OCCUPANTS

1 PER 25 FOR FIRST 50:

1 PER 50 FOR REMAINDER EXCEEDING 50:

50 x 1/25 = 63 x 1/50 =

TOTAL:

50 x 1/25 = 63 x 1/50 =

TOTAL:

2.00 W.C.

1.26 W.C.

3.26 W.C.

2.00 W.C.

1.26 W.C.

3.26 W.C.

BUSINESS OCCUPANCY OCCUPANT LOAD = 225

MINIMUM NUMBER OF PLUMBING FIXTURES - IBC 2902.1

PLUMBING FIXTURE COUNT (MAIN FIRST FLOOR ONLY)

R = REQUIRED FSD = FIRE SEPARATION DISTANCE OCC = OCCUPANTS

N/A = NOT APPLICABLE NR = NOT REQUIRED / NO RESTRICTION ED = EDITION

ABBREVIATIONS:

NATIONAL ELECTRICAL CODE (NEC); 2020 EDITION W/ GA AMENDMENTS 2021

INTERNATIONAL FUEL GAS CODE (IFGC); 2018 EDITION W/ GA AMENDMENTS 2020, 2022

INTERNATIONAL MECHANICAL CODE (IMC); 2018 EDITION W/ GA AMENDMENTS 2020, 2024 AMERICANS WITH DISABILITIES ACT; 2010 EDITION

INTERNATIONAL PLUMBING CODE (IPC); 2018 EDITION W/ GA AMENDMENTS 2020, 2022, 2023, 2024 NFPA 101 - LIFE SAFETY CODE; 2018 EDITION W/ GA AMENDMENTS

INTERNATIONAL FIRE CODE (IFC); 2018 EDITION W/ GA AMENDMENTS 2020 AND AMENDMENTS 2020, 2022, 2023

INTERNATIONAL BUILDING CODE (IBC); 2018 EDITION W/ GA AMENDMENTS 2020, 2022, 2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC); 2015 ED W/ GA SUPPLEMENTS

APPLICABLE CODES

N/A N/A N/A N/A

ADDITIONAL REQUIREMENTS

FLOORS N/A NO REQUIREMENTS CLASS I OR II

INTERIOR WALLS & CEILINGS N/A CLASS A OR B (13.3.3.3 & 39.3.3.2.2) CLASS A OR B

INTERIOR FINISHES

DEAD ENDS - LSC TABLE A7.6 N/A BUSINESS: ≤ 50 FT BUSINESS: 15' - 6"

COMMON PATH OF EGRESS TRAVEL-LSC TABLE A7.6 N/A BUSINESS: ≤ 100 FT BUSINESS: 73' - 8"

WIDTH N/A 44 IN (12.2.3.8 & 38.2.3.2) ≥ 44 IN

FIRE-RESISTANCE RATING N/A NOT REQUIRED (12.3.6 & 38.3.6) NOT REQUIRED

CORRIDORS

EXIT ACCESS TRAVEL DISTANCE - LSC TABLE A7.6 N/A BUSINESS: ≤ 300 FT BUSINESS: 139' - 8"

NUMBER OF EXITS - LSC SECTION 7.4 N/A 2 (13.2.4.2 & 39.2.4.1) 6

TOTAL WIDTH PER OCCUPANT N/A 284 OCC x 0.20 = 57" MIN. REQ. (6 DOORS x 33") = 198"

LEVEL COMPONENTS N/A 0.2 (TABLE 7.3.3.1) (6 DOORS x 33") / 0.2 = 990 OCC

CAPACITY FACTOR N/A -

EGRESS WIDTH - LSC SECTION 7.3

TOTAL GROSS AREA = 18,216 SF SUBTOTAL OCCUPANCY = 7 OCC SUBTOTAL OCCUPANCY = 277 OCC TOTAL OCCUPANCY = 284 OCC

OF WORK ARE EXISTING TO REMAIN. STORAGE (MEP) = 440 SF / 300 SF/P = 2 OCC - STORAGE (MEP) = 2 OCC

PSI RENOVATION SCOPE OF WORK. AREAS NOT WITHIN... STORAGE (MEP) = 300 SF/P GROSS - STORAGE (MEP) = 440 SF

SECOND FLOOR WERE THE ONLY AFFECTED AREAS OF... STORAGE = 1,287 SF / 300 SF/P = 5 OCC - STORAGE = 5 OCC

NOTE: THE MAIN FIRST FLOOR AND A PARTIAL AREA OF... STORAGE = 300 SF/P GROSS - STORAGE = 1,287 SF

- ASSEMBLY = 780 SF / 15 SF/P = 52 OCC ASSEMBLY (LESS CONCENTRATED) = 52 OCC

- ASSEMBLY (LESS CONCENTRATED) = 15 SF/P NET ASSEMBLY (LESS CONCENTRATED) = 780 SF

- BUSINESS(COLLABORATION) = 1,981 SF / 15 SF/P = 133... BUSINESS (COLLABORATION) = 133 OCC

LSC - TABLE 7.3.2.1 - BUSINESS (COLLABORATION) = 15 SF/P GROSS BUSINESS (COLLABORATION) = 1,981 SF

MAX. FLOOR AREA ALLOWABLE / OCC. - BUSINESS = 13,728 SF / 150 SF/P = 92 OCC BUSINESS = 92 OCC

OCCUPANT LOAD - BUSINESS = 150 SF/P GROSS BUSINESS = 13,728 SF

MEAN OF EGRESS - LSC CHAPTER 7 2018 IBC USED FOR MORE STRINGENT LOAD FACTOR 2018 NFPA LSC USED FOR MEANS OF EGRESS

FIRE ALARM & DETECTION EXISTING PROVIDED EXISTING PROVIDED PROVIDED

PORTABLE FIRE EXTINGUISHERS REQUIRED (SECTION 906.1) REQUIRED (39.3.5) PROVIDED

STANDPIPE SYSTEM - - -

AUTOMATIC SPRINKLER SYSTEM EXISTING PROVIDED EXISTING PROVIDED PROVIDED

FIRE PROTECTION SYSTEMS

ROOF CONSTRUCTION (0) HOURS N/A (0) HOURS

FLOOR CONSTRUCTION (0) HOURS N/A (0) HOURS

NONBEARING WALLS AND PARTITIONS INTERIOR (0) HOURS N/A (0) HOURS

NONBEARING WALLS AND PARTITIONS EXTERIOR (0) HOURS N/A (0) HOURS

INTERIOR (0) HOURS N/A (0) HOURS

EXTERIOR (0) HOURS N/A (0) HOURS

BEARING WALLS

PRIMARY STRUCTURAL FRAME (0) HOURS N/A (0) HOURS

NON-COMBUSTIBLE N/A NON-COMBUSTIBLE

TYPES OF CONSTRUCTION - IBC TABLE 601 TYPE III-B N/A TYPE III-B

TYPES OF CONSTRUCTION:

IBC CHAPTER 6

REQUIRED SEPARATION OF OCCUPANCY N/A N/A N/A

ACCESSORY / INCIDENTAL OCCUPANCIES N/A N/A N/A

BUSINESS (B) 57,000 SF - 18,216 SF

ALLOWALBE AREA PER STORY - - -

ALLOWALBE HEIGHT - FEET 75 FEET N/A 32 FEET

ALLOWALBE HEIGHT - STORIES 4 STORIES N/A 2 STORIES

GENERAL BUILDING HEIGHTS & AREAS:

IBC CHAPTER 5

NONE NONE NONE

SPECIAL DETAILED REQUIREMENTS BASED ON

USE AND OCCUPANCY - IBC CHAPTER 4

MIXED OCCUPANCY:

IBC 508 / LSC 6.1.14

N/A N/A N/A

OCCUPANCY CLASSIFICATION:

IBC 302 / LSC CHAPTER 6

BUSINESS (B) [SECTION 304] NEW BUSINESS - CH 39 (6.1.11.1) NEW BUSINESS - CH 39 (6.1.11.1)

USE AND OCCUPANCY CLASSIFICATION:

IBC CHAPTER 3 & LSC CHAPTER 6

2018 BUILDING CODE (IBC) 2018 NFPA 101 (LSC)

CODE REFERENCE REQUIREMENT PROVIDED

SUMMARY OF CODE REQUIREMENTS

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FEC

1. SEE SHEET A-001 FOR GENERAL NOTES.

2. SEE PLUMBING, MECHANICAL, & ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

3. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL

ENSURE THE INSTALLATION OF ALL LIFE SAFETY DEVICES

INDICATED ON THE ENGINEERING DRAWINGS.

4. THROUGH PENETRATION FIRESTOP SYSTEM SHALL BE

INSTALLED ON ALL FLOOR OR WALL FIRE RESISTIVE RATING

ASSEMBLIES THAT HAVE BEEN BREACHED DUE TO

PENETRATIONS BY ELECTRICAL, PLUMBING, OR MECHANICAL

SYSTEMS.

5. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE

BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL

REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS

SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH

SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:

A. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND

AT INTERVALS NOT EXCEEDING 30 FEET MEASURED

HORIZONTALLY ALONG WITH WALL OR PARTITION.

B. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT

WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR

INCORPORATING THE SUGGESTED WORDING, “FIRE AND/OR

SMOKE BARRIER – PROTECT ALL OPENINGS,” OR OTHER

WORDING.

GENERAL NOTES - LIFE SAFETY PLAN

WOMEN

LOBBY

RISER ROOM

ELEV.

TELEPHONE

ELECTRICAL

ROOM

ELEVATOR

MACHINE

ROOM

OFFICE -

TRAVIS

OFFICE -

ALLISON

OFFICE -

PHIL

OFFICE -

AUSTIN

MEN

FOYER

PLANNING &

ZONING

CASH

BUILDING

INSPECTIONS

BUILDING

DEPARTMENT

OFFICE -

JOHANNA

OFFICE -

CHRIS

FILE

STORAGE

TRAINING

CONFERENCE

ENVIRONMENTAL

HEALTH

IT SERVER

ROOM

STORAGE

SECURE P&Z

STORAGE

STAIR

OFFICE -

SUSAN

WORK

SPACE

GALLEY

CORRIDOR

ELEVATOR

LOBBY

TD = 139' - 8"

33" 165/44

66" 330/45

33" 165/44

140 SF

154 SF

516 SF

42 SF

37 SF

514 SF

531 SF

140 SF

464 SF

162 SF

158 SF

108 SF

120 SF

150 SF

244 SF

473 SF

254 SF

374 SF

69 SF

616 SF

1261 SF

270 SF

324 SF

174 SF

371 SF

NFPA AND IBC - OCCUPANCY "USE" LEGEND

NFPA: MEP - 500 GSF OR NA

IBC: ACCESSORY MEP - 300 GSF

NFPA: BUSINESS - 150 GSF

IBC: B - BUSINESS - 150 GSF

NFPA: BUSINESS - 15 GSF

(COLLABORATION ROOMS/ SPACES >450 SQFT)

IBC: B - BUSINESS - 150 GSF

NFPA: STORAGE - 500 GSF OR NA

IBC: ACCESSORY STORAGE - 300 GSF

NFPA: ASSEMBLY; LESS CONCENTRATED USE - 15 NSF

(WITHOUT FIXED SEATING)

IBC: ASSEMBLY; UNCONCENTRATED - 15 NSF

(WITHOUT FIXED SEATS) (TABLES & CHAIRS)

LIFE SAFETY PLAN LEGEND

150 SF

100 100

45'-0"

TRAVEL DISTANCE (TD)

FEC

FIRE EXTINGUISHER CABINET W/

10LB. ABC DRY-CHEMICAL FIRE

EXTINGUISHER

NOTE: FIRE EXTINGUISHERS

SHALL BE INSTALLED W/ TOP AT

42" ABOVE FINISHED FLOOR.

PROVIDE STICK - ON LETTERING

AND DIRECTIONAL ARROWS TO

IDENTIFY THE CABINET OR

EXTINGUISHERS LOCATION.

COMBINATION EXIT LIGHT/EMERGENCY

LIGHT - CEILING MOUNTED

BRACKET - MOUNTED FIRE

EXTINGUISHER: 10LB. A:BC

DRY - CHEMICAL TYPE

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/10

COMBINATION EXIT LIGHT/EMERGENCY

LIGHT - WALL MOUNTED

25'-0"

COMMON PATH DISTANCE (CP)

NON-RATED WALLS

1-HR. RATED WALLS

1 2 3 5 6

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

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30" x 42"

/2 /2

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\d st e p h e n s\ D e sk to p

\P S

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P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

U G

L A

S C

O U

N T

Y A

D M

T R

A T

B U

R E

N O

V A

GA4655000AE

E R

G E

D R

D O

U G

L A

S V

L E

RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

LIFE SAFETY PLANS -

FIRST FLOOR

G-101

SCALE: = 1'-0"3/16"

0 4 8 124

SCALE: 3/16" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN

M A

R K

D E

S C

N D

A T

FIRST FLOOR:

BUSINESS - STANDARD 7146 SF / 150 = 48 OCC

BUSINESS COLLABORATION 1142 SF / 15 = 76 OCC

ASSEMBLY (LESS CONCENTRATED) 69 SF / 15 = 5 OCC

STORAGE 514 SF / 300 = 1 OCC

STORAGE (MEP) 280 SF / 300 = 1 OCC

TOTAL 9151 SF 133 OCC

E C

R E

1. SEE SHEET A-001 FOR GENERAL NOTES.

2. SEE PLUMBING, MECHANICAL, & ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

3. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL

ENSURE THE INSTALLATION OF ALL LIFE SAFETY DEVICES

INDICATED ON THE ENGINEERING DRAWINGS.

4. THROUGH PENETRATION FIRESTOP SYSTEM SHALL BE

INSTALLED ON ALL FLOOR OR WALL FIRE RESISTIVE RATING

ASSEMBLIES THAT HAVE BEEN BREACHED DUE TO

PENETRATIONS BY ELECTRICAL, PLUMBING, OR MECHANICAL

SYSTEMS.

5. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE

BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL

REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS

SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH

SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:

A. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND

AT INTERVALS NOT EXCEEDING 30 FEET MEASURED

HORIZONTALLY ALONG WITH WALL OR PARTITION.

B. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT

WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR

INCORPORATING THE SUGGESTED WORDING, “FIRE AND/OR

SMOKE BARRIER – PROTECT ALL OPENINGS,” OR OTHER

WORDING.

GENERAL NOTES - LIFE SAFETY PLANNFPA AND IBC - OCCUPANCY "USE" LEGEND

NFPA: MEP - 500 GSF OR NA

IBC: ACCESSORY MEP - 300 GSF

NFPA: BUSINESS - 150 GSF

IBC: B - BUSINESS - 150 GSF

NFPA: BUSINESS - 15 GSF

(COLLABORATION ROOMS/ SPACES >450 SQFT)

IBC: B - BUSINESS - 150 GSF

NFPA: STORAGE - 500 GSF OR NA

IBC: ACCESSORY STORAGE - 300 GSF

NFPA: ASSEMBLY; LESS CONCENTRATED USE - 15 NSF

(WITHOUT FIXED SEATING)

IBC: ASSEMBLY; UNCONCENTRATED - 15 NSF

(WITHOUT FIXED SEATS) (TABLES & CHAIRS)

LIFE SAFETY PLAN LEGEND

150 SF

100 100

45'-0"

TRAVEL DISTANCE (TD)

FEC

FIRE EXTINGUISHER CABINET W/

10LB. ABC DRY-CHEMICAL FIRE

EXTINGUISHER

NOTE: FIRE EXTINGUISHERS

SHALL BE INSTALLED W/ TOP AT

42" ABOVE FINISHED FLOOR.

PROVIDE STICK - ON LETTERING

AND DIRECTIONAL ARROWS TO

IDENTIFY THE CABINET OR

EXTINGUISHERS LOCATION.

COMBINATION EXIT LIGHT/EMERGENCY

LIGHT - CEILING MOUNTED

BRACKET - MOUNTED FIRE

EXTINGUISHER: 10LB. A:BC

DRY - CHEMICAL TYPE

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/10

COMBINATION EXIT LIGHT/EMERGENCY

LIGHT - WALL MOUNTED

25'-0"

COMMON PATH DISTANCE (CP)

NON-RATED WALLS

1-HR. RATED WALLS

WORK

SOURCE

GEORGIA

FILE

STORAGE

VESTIBULE

CORRIDOR

STAIR

CORRIDOR

STORAGE

212B

SMALL

CONFERENCE

OFFICE -

JAMES

BREAKROOM

JANITOR

CLOSET

ELEV.

ELECTRICAL

ROOM

MEN

WOMEN

CODE

ENFORCEMENT

CONFERENCE

ROOM

RISER ROOM

OFFICE -

RUSSELL

OFFICE

ELEVATOR

LOBBY

STORAGE

OFFICE

CORRIDOR

CONFERENCE

OFFICE

SECURITY

OFFICE

STORAGE

OFFICE

CORRIDOR

66" 330/76

118 SF

514 SF

182 SF

689 SF

319 SF

206 SF

531 SF

135 SF

134 SF

109 SF

115 SF

51 SF

66 SF

216 SF

BREAKROOM

180 SF

892 SF

33" 165/75

D E

T D

CP = 73' - 8"

656 SF

73 SF

39 SF

89 SF

120 SF

131 SF

133 SF

274 SF

339 SF

376 SF

1 2 3 5 6

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

R A

G I S

S U

30" x 42"

/2 /2

M C

U se rs

\d st e p h e n s\ D e sk to p

\P S

I W

A H

P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

U G

L A

S C

O U

N T

Y A

D M

T R

A T

B U

R E

N O

V A

GA4655000AE

E R

G E

D R

D O

U G

L A

S V

L E

RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

LIFE SAFETY PLANS -

SECOND FLOOR

G-102

SCALE: = 1'-0"3/16"

0 4 8 124

M A

R K

D E

S C

N D

A T

SCALE: 3/16" = 1'-0"A1

SECOND FLOOR LIFE SAFETY PLAN

SECOND FLOOR:

BUSINESS - STANDARD 6582 SF / 150 = 44 OCC

BUSINESS COLLABORATION 839 SF / 15 = 56 OCC

ASSEMBLY (LESS CONCENTRATED) 711 SF / 15 = 47 OCC

STORAGE 773 SF / 300 = 3 OCC

STORAGE (MEP) 160 SF / 300 = 1 OCC

TOTAL 9065 SF 151 OCC

AB ANCHOR BOLT

ABBR ABBREVIATION

AC AIR CONDITIONING

ACC ACCESS

ACOUST ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ADAAG AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ADD'L ADDITIONAL

ADJ ADJUST/ ADJUSTABLE

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

APP APPROVED

APPX APPROXIMATE / APPROXIMATELY

ARCH ARCHITECTURAL

AT/FP ANTI TERRORISM / FORCE

PROTECTION

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK

INSTITUTE

ARCHITECTURAL ABBREVIATIONS

B/ BOTTOM OF

BC BRICK COURSE

BD BOARD

BHMI BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION, INC.

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BSMT BASEMENT

BUR BUILT-UP ROOFING

BYND BEYOND

C TO C CENTER TO CENTER

CB CATCH BASIN

CBD CHALKBOARD

CEM CEMENT

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFMF COLD FORMED METAL FRAMING

CH CHANNEL

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR / CLEARANCE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMP COMPRESSIBLE

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

COTR CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE

CPT CARPET

CRS COURSES

CT CERAMIC TILE

CTR CENTER

CUB COLUMN UTILITY BOX

CJ CONTROL JOINT

CY CUBIC YARD

D DEPTH

DESC DESCRIPTION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL OR ELECTRIC

ELEV ELEVATOR

ENC ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ERD EMERGENCY ROOF DRAIN

ETD ESTIMATED TRAVEL DISTANCE

EXIST EXISTING

EXP EXPOSED

EXPAN EXPANSION

EXP ST EXPOSED TO STRUCTURE

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

EWFF EXISTING WALL FINISH FACE

GA GAGE OR GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GCB GYPSUM CEILING BOARD

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

G.L. GIRT LINE

GL GLASS

GOVT GOVERNMENT

GP GLOSSY PAINT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT / HIGH

HB HOSE BIBB

H.C. HANDICAP ACCESSIBLE

HC HOLLOW CORE

HDW HARDWARE

HGT HEIGHT

HKS HOOKS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HPC HIGH PERFORMANCE COATING

HR HANDRAIL

HTR HEATER

HVAC HEATING VENTILATION

& AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCAN INCANDESCENT

INCL INCLUDING

INS INSULATION

INT INTERIOR

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

KP KICK PLATE

L LENGTH

LAM LAMINATE / LAMINATED

LAV LAVATORY

LDG LANDING

LH LEFT HAND

LHR LEFT HAND REVERSE

LINO LINOLEUM

LONG LONGITUDINAL

LP LOW POINT

LT LIGHT

LTG LIGHTING

LVR LOUVER

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBER

MFR MANUFACTURER

MGR MANAGER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

MWP METAL WALL PANEL

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO (#) NUMBER

NTS NOT TO SCALE

F/O FACE OF

FAC FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFT FINISHED FLOOR TRANSITION

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOG FACE OF GIRT

FOM FACE OF MASONRY

FOMP FACE OF METAL PANEL

FOS FACE OF SIDING

FP FLAT PAINT

FR FIRE-RATED

FRTW FIRE RETARDANT TREATED WOOD

FT FEET

FTG FOOTING

FUB FLOOR UTILITY BOX

FV FIELD VERIFY

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFGI OWNER FURNISHED

GOVERNMENT INSTALLED

OFD OVERFLOW DRAIN

OH OPPOSITE HAND

OHD OVERHEAD DOOR

OHG OVERHEAD GRILLE

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY

AND HEALTH ACT

OVHD OVERHEAD

OW OPEN WEB

LBS POUNDS

PC PRECAST

PDU POWER DISTRIBUTION UNIT

PEMB PRE-ENGINEERED METAL

BUILDING

PGL PLATE GLASS

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLUM PLUMBER

PLYWD PLYWOOD

PMJF PRE-MOLDED JOINT FILLER

PNL PANEL

PR PAIR

PRE-FAB PREFABRICATED

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PT PAINT

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RAF RAISED ACCESS FLOOR

RB RUBBER BASE

RD ROOF DRAIN

RECEP RECEPTIONIST

REF REFERENCE

REG REGISTER

REINF REINFORCING / REINFORCEMENT

REQ'D REQUIRED

REV REVISIONS / REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

RSL RESILIENT FLOORING

SC SEALED CONCRETE

SCBA SELF-CONTAINED

BREATHING APPARATUS

SCHED SCHEDULE

SCW SOLID CORE WOOD

SECT SECTION

SF STOREFRONT

SFRM SPRAYED FIRE RESISTIVE

MATERIAL

SGP SEMI-GLOSS PAINT

SHT SHEET

SIM SIMILAR

SPEC(S) SPECIFICATION

SQ SQUARE

SS SOLID SURFACE

SSK SERVICE SINK

SSTL STAINLESS STEEL

ST STAIN

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T/ OR TO TOP OF

TBD TACKBOARD

T/C TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TG TEMPERED GLASS

THK THICK / THICKNESS

T'HOLD THRESHOLD

TLT TOILET

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOR TOP OF RAIL

TOS TOP OF STEEL

TOW TOP OF WALL

TR TREAD

TRT TREATED

TU TOUCH-UP

T/W TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCB VINYL COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VENEER PLASTER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDTH

W/ WITH

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WMP WIRE MESH PARTITION

W/O WITHOUT

WPR WATERPROOFING

WRGB WATER RESISTANT

GYPSUM BOARD

WRO WINDOW ROUGH OPENING

WS WEATHERSTRIPPING

WUB WALL UTILITY BOX

WWF WELDED WIRE FABRIC

YD. YARD

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO

EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN

UNFINISHED OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON

THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TO RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.

11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE

TO FINISHED SURFACE.

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

13. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS DETAILED

HEREIN.

14. DIMENSIONS SHOWN ARE TO FACE OF STUD (U.N.O.).

15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.

16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY

AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND

REGULATORY AGENCIES.

18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON

INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS

INDICATED.

21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME

DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES.

22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT

CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALL

MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURAL AND ARCHITECTURAL DRAWINGS.

24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING

WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO

PROCEEDING.

25. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

26. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY

NOTED OR SHOWN ON THE STRUCTURAL DRAWINGS.

27. INTERIOR PARTITION MOVEMENT CONTROL:

A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.

B. PROVISIONS SHALL BE MADE IN THE DESIGN, FABRICATION, AND INSTALLATION OF INTERIOR PARTITIONS FOR TYPICAL FLOOR

DEFLECTIONS OF THE STRUCTURE UNDER SUPERIMPOSED LOADS AS FOLLOWS:

a. TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 1/2”.

28. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

29. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF

APPLICABLE, WITH THE ARCHITECT PRIOR TO START OF SUCH WORK.

ARCHITECTURAL GENERAL NOTES

SYMBOLS:

VIEW TITLES:

PLAN SYMBOLS:

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

WALL SECTION MARK

SECTION

NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

BUILDING SECTION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL NUMBER (TYP.)

AREA COVERED

BY DETAIL

DOOR TAG WINDOW &

LOUVER TAG

ROOM TAG PARTITION TYPE KEYNOTE

TAG

CEILING TAG

(HEIGHT)

CEILING TAG

(TYPE & HEIGHT)

CEILING HGT.

CEILING TYPE

SUBSCRIPT

TYPE (AS REQ)

PARTITION TYPE

EQUIPMENT

TAG

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

NORTH ARROWS

FLOOR PLANS, ELEVATIONS OR DETAIL VIEWS TITLE

A-101

SIM

A-101

ROOM NAME

A101 12'-0" A.F.F. 1t 12'-0" A.F.F. 1i

ELEVATIONS, DETAILS & CALLOUTS

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

A101

EXTERIOR ELEVATION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS

DRAWN

REVISION

TAG

DETAIL NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

DETAIL SECTION MARK

A-101

SIM

A-101

SIM

A-101

SIM

A-101

SIM

MATERIALS IN SECTION - FILL PATTERNS:

EARTH

CONCRETE / GROUT

SAND / E.I.F.S. /

PLASTER / STUCCO

STEEL

MASONRY - CONCRETE BLOCK

MASONRY - BRICK

RIGID INSULATION

BATT INSULATION EXPOSED & FINISHED WOOD TRIM

GYPSUM / PLASTER

PLYWOOD

GRAVEL

1 2 3 5 6

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

R A

G I S

S U

30" x 42"

/2 /2

M C

U se rs

\d st e p h e n s\ D e sk to p

\P S

I W

A H

P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

U G

L A

S C

O U

N T

Y A

D M

T R

A T

B U

R E

N O

V A

GA4655000AE

E R

G E

D R

D O

U G

L A

S V

L E

RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

ABBREVIATIONS AND

GENERAL NOTES

A-001

M A

R K

D E

S C

N D

CAULK

LINE OF FLOOR

STRUCTURE

METAL RUNNER

GYPSUM BOARD

CAULK

METAL RUNNER

REFER TO PARTITION

HEAD DETAILS FOR

RATED OR NON-

RATED CONDITIONS

REFER TO FURRING

STUD SCHEDULE

BELOW FOR

PARTITION WIDTH

WIDTH

LINE OF CEILING

LINE OF FLOOR/ROOF

STRUCTURE

P L

A N

LINE OF

STRUCTURE OR

OTHER WALL

CONSTRUCTION

PROVIDING

BACK-UP FOR

STUD BRACING

BRACE EACH STUD AT

4'-0" O.C. VERTICALLY

BRACE EACH STUD

AT 4'-0" O.C.

VERTICALLY

METAL RUNNER

LINE OF CEILING

METAL RUNNER

LINE OF CEILING

LINE OF CEILING ABOVE

METAL RUNNER

REFER TO PLANS FOR

PARTITION HEIGHT AND

CAP FINISH DETAILS

T Y

P E

A T

Y P

E C

T Y

P E

D T

Y P

E E

B A

S E

H E

A D

D E

N A

N S

METAL RUNNER

LINE OF CEILING

LINE OF FLOOR/

ROOF STRUCTURE

BRACE EACH

STUD AT 4'-0"

O.C. VERTICALLY

T Y

P E

CAULK

LINE OF FLOOR

STRUCTURE

METAL RUNNER

GYPSUM BOARD,

EACH SIDE

CAULK

METAL RUNNER

REFER TO PARTITION

HEAD CONNECTION

DETAILS FOR RATED

CONDITIONS

REFER TO METAL

STUD SCHEDULE

BELOW FOR

PARTITION WIDTH

LINE OF CEILING

LINE OF FLOOR/ROOF

STRUCTURE

ADDITIONAL LAYERS

GYPSUM BOARD

(EACH SIDE) FOR

FIRE RATING PER

SCHEDULE BELOW

P L

A N

WIDTH

METAL RUNNER

LINE OF CEILING

B A

S E

METAL RUNNER

LINE OF CEILING

LINE OF CEILING ABOVE

METAL RUNNER

REFER TO PLANS FOR

PARTITION HEIGHT AND

CAP FINISH DETAILS

T Y

P E

A T

Y P

E C

T Y

P E

D T

Y P

E E

METAL RUNNER

LINE OF CEILING

LINE OF

FLOOR/ROOF

STRUCTURE

T Y

P E

H E

A D

D E

N A

N S

INTERIOR PARTITION GENERAL NOTES

PARTITION TYPE NOMENCLATURE

1S6A1

PARTITION TYPE MODIFIER (WHERE APPLICABLE)

PARTITION HEAD CONDITION

PARTITION STRUCTURE SIZE (SEE STUD OR CMU WIDTH SCHEDULE)

PARTITION TYPE

PARTITION RATING (WHERE APPLICABLE)

PARTITION TYPES

F METAL FURRING PARTITION

PARTITION STRUCTURE WIDTH DESIGNATOR

PARTITION HEAD CONDITION DESIGNATOR

1. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO

THE MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE

TESTING AGENCIES FOR SPECIFICS OF PARTITION CONSTRUCTION.

2. REFER TO "PARTITION TYPE NOMENCLATURE" FOR SYMBOLS USED TO IDENTIFY

ADDITIONAL REQUIREMENTS AND MODIFIERS TO BASIC PARTITION TYPES.

3. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND

DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY.

4. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO FACE OF STUD OR CMU

UNLESS NOTED OTHERWISE.

5. WHERE A CLEAR OPENING DIMENSION IS INDICATED, THE DIMENSION IS MEASURED

FACE-TO-FACE BETWEEN FINISHED SURFACES.

6. REFER TO SPECIFICATIONS FOR MINIMUM STUD DESIGN CRITERIA, MAXIMUM SPACING

AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR GYPSUM BOARD.

7. METAL STUD GAUGE (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON

THE MANUFACTURER OF COMPONENTS ACTUALLY USED.

8. REFER TO FLOOR PLANS FOR FIRE PROTECTION RATINGS.

9. ALL RATED PARTITIONS SHALL BE LABELED ABOVE CEILING WITH LABELS PER AHJ AS

REQUIRED. IBC CHAPTER 7 AT MINIMUM.

10. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO

OTHER PORTIONS OF THE WORK TO BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY

REQUIREMENTS.

11. INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD TO CONFORM

TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.

12. PROVIDE WATER RESISTANT TYPE GYPSUM BOARD AT AREAS THAT ARE NOTED IN

ROOM FINISH SCHEDULE TO RECEIVE CERAMIC OR PORCELAIN TILE FINISH.

13. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT / MOUNTING OF WALL

HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS. ALL BLOCKING TO BE

FIRE RETARDANT TREATED.

14. PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE ARE TO HAVE

THE GYPSUM BOARD CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE

OF THE DECK ABOVE. GYPSUM BOARD SHALL BE CONTINUOUSLY SEALED FOR THE

FULL DEPTH OF THE GYPSUM BOARD WITH FLEXIBLE SEALANT.

15. PROVIDE METAL STRAPPING @ 24" VERT. TO HOLD BATT INSULATION FOR AREAS

WITHOUT GYPSUM WALLBOARD.

16. GYPSUM BOARD IS TO BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC

ELECTRICAL OUTLET BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 1/8".

17. THE BOTTOM OF THE GYPSUM BOARD AT INTERIOR PARTITIONS IS TO BE 1/4"

MINIMUM AND 1/2" MAXIMUM ABOVE THE FLOOR STRUCTURE AND IS TO BE SEALED

FOR THE FULL DEPTH OF THE GYPSUM BOARD WITH FLEXIBLE SEALANT.

18. REFER TO INTERIOR FINISH SCHEDULE FOR WALL FINISHES.

19. REFER TO PARTITION TYPE MODIFIERS FOR STC RATED PARTITIONS

20. PROVIDE 5/8" BACKER BOARD BEHIND CERAMIC WALL TILE.

21. NON-STRUCTURAL METAL FRAMING SHALL BE A DELEGATED DESIGN.

22. NON-TILED WALLS SHALL HAVE A MAXIMUM DEFLECTION OF L/240 AT 5 PSF.

23. TILED WALLS SHALL HAVE A MAXIMUM DEFLECTION OF L/360 AT 5 PSF.

24. NON-STRUCTURAL METAL FRAMING SHALL BE 20 GAUGE MINIMUM.

METAL STUD PARTITION

SHAFTWALL PARTITION

CONCRETE MASONRY UNIT PARTITION

WOOD STUD PARTITION

METAL STUD

* FURRING MEMBER

WOOD STUD CMU

* 0-7/8" - -

* 1-1/2" - -

2-1/2" * 1-1/2" -

3-5/8" 2-1/2" -

4" 3-1/2" 3-5/8"

6" 5-1/2" 5-5/8"

8" 7-1/4" 7-5/8"

10" 9-1/4" -

12" 11-1/4" 11-5/8"

A PARTITION TO BOTTOM OF STRUCTURAL ROOF DECK ABOVE

PARTITION TYPE MODIFIER

B PARTITION TO BOTTOM OF STRUCT. ROOF TRUSS ABOVE. GWB TO 6" ABOVE CEILING

C PARTITION TO 6" ABOVE CEILING - BRACE WALL AS NEEDED

E PARTIAL HEIGHT PARTITION - SEE PLAN FOR HEIGHT

1 SOUND BATTS - ROCKWOOL AFB

2 -

3 -

4 -

5 -

PARTITION RATING:

1 - 1 HOUR FIRE RATING 3 - 3 HOUR FIRE RATING

2 - 2 HOUR FIRE RATING 4 - 4 HOUR FIRE RATING

8 - SMOKE RATING

Y WOOD FURRING PARTITION

PARTITION TO BOTTOM OF CEILING ABOVED

CONT. 2" WIDE x 22 GA. METAL

STRAP FOR TOP ATTACHMENT

OF GYPSUM BOARD

CONT. 22 GA. 3" DEEP

LEG DEFLECTION

TRACK ATTACH TO

DECK AT 12" O.C. MAX.

DO NOT ATTACH GYPSUM

BOARD OR STUDS TO

DEFLECTION TRACK IN

THIS AREA

FLUTED STEEL DECK ROOF

PERPENDICULAR OR DIAGONAL TO FLUTES

RATED RESISTANT

EXTEND AT MINIMUM ONE

LAYER UP INTO FLUTE

RECESS AND SEAL

1 2 3 5 6

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

R A

G I S

S U

30" x 42"

/2 /2

M C

U se rs

\d st e p h e n s\ D e sk to p

\P S

I W

A H

P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

U G

L A

S C

O U

N T

Y A

D M

T R

A T

B U

R E

N O

V A

GA4655000AE

E R

G E

D R

D O

U G

L A

S V

L E

RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

PARTITION TYPES

AND DETAILS

A-002

METAL STUD SCHEDULE

MARK

STUD

WIDTH

GWB LAYERS

(EACH SIDE)

PARTITION

WIDTH

FIRE

RATING

LISTING

M3D 3 5/8" (1) 5/8" 4 7/8" 0 HR N/A

M3E 3 5/8" (1) 5/8" 4 7/8" 0 HR N/A

METAL FURRING SCHEDULE

MARK

STUD

WIDTH

GWB LAYERS

(ONE SIDE)

PARTITION

WIDTH

FIRE

RATING

LISTING

SCALE: 1" = 1'-0"A2

PARTITION TYPE F

SCALE: 1" = 1'-0"A3

PARTITION TYPE M

SCALE: 1 1/2" = 1'-0"C1

HEAD DETAIL

M A

R K

D E

S C

N D

FEC

F E

FEC

1. SEE SHEET A-001 FOR GENERAL NOTES.

2. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

3. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL

MEMBERS.

4. COORDINATE EXTENT OF FLOOR SLAB DEMOLITION WITH ,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. PATCH

AND REPAIR AS REQUIRED AND PREPARE SLAB TO RECEIVE

NEW FLOORING FINISH AS REQUIRED.

5. IN AREAS NOTED FOR DEMOLITION, REMOVE EXISTING FLOOR

FINISHES DOWN TO BARE CONCRETE. PREPARE CONCRETE

SLAB AND/OR SUBFLOOR TO RECEIVE NEW FLOORING FINISH AS

SCHEDULED.

6. IN AREAS WHERE WALLS ARE DENOTED TO BE REMOVED,

REMOVE EXISTING WALL BASES.

7. WHILE WORK UNDER THIS CONTRACT IS IN PROCESS, PROTECT

EXISTING BUILDING, GROUNDS, AND CONTENTS INCLUDING

ADJACENT AREAS FROM DAMAGE OR HARM. COORDINATE

DEMOLITION WORK WITH ALL OTHER ELEMENTS OF THE WORK

TO INSURE THAT THE BUILDING ENVELOPE REMAINS

WATERTIGHT AT ALL TIMES.

8. ALL DEMOLITION MATERIAL, EQUIPMENT, AND DEBRIS SHALL BE

REMOVED AT THE END OF EACH WORK DAY FROM THE SITE TO

AN AREA DESIGNATED BY THE GEORGIA DEPARTMENT OF

DRIVER SERVICES.

9. THE CONTRACTOR SHALL REVIEW INSTALLATION DRAWINGS

FOR NEW MATERIALS AND BE FAMILIAR WITH LIMITS OF

DEMOLITION. THE CONTRACTOR SHALL KNOW AND

UNDERSTAND NEW MATERIAL INSTALLATION IN AREAS WHERE

EXISTING MATERIALS ARE REMOVED.

10. PROVIDE TEMPORARY SHELTER OR PORTALS AT ENTRANCES

AND EXIT DOORS AS MAY BE REQUIRED FOR PROTECTION FROM

FALLING DEBRIS OR OPEN TRENCHES. TEMPORARY PORTALS

AND WALKWAYS ARE TO MEET ALL CODE REQUIREMENTS FOR

WIDTH AND WALKING SURFACE CONTINUITY.

GENERAL NOTES - DEMOLITION PLAN

EXISTING MATERIAL AND/OR EQUIPMENT

TO REMAIN

DEMOLITION PLAN LEGEND

EXISTING MATERIAL AND/OR EQUIPMENT

TO BE DEMOLISHED

EXISTING DOOR PANEL, FRAME AND

HARDWARE TO REMAIN

EXISTING DOOR PANEL, FRAME AND

HARDWARE TO BE DEMOLISHED

EXISTING WALLS / PARTITIONS TO REMAIN

EXISTING WALLS / PARTITIONS TO BE

DEMOLISHED

EXISTING WINDOW AND/OR STOREFRONT

SYSTEM TO REMAIN

EXISTING WINDOW AND/OR STOREFRONT

SYSTEM TO BE DEMOLISHED

STUDENT LOUNGE

LECTURE ROOM

LECTURE ROOM 102LECTURE ROOM 101

QUIET STUDY

LECTURE ROOM

LEARNING RESOURCE CENTER

KITCHEN / WORKROOM

KITCHEN

STORAGE

LAN

CONSULT

STORAGE

STAIR

DEAN OFFICE

DIRECTOR OFFICE

RISER

ROOM

TELEPHONE

ELECTRICAL

ROOM

ELEVATOR

MACHINE

ROOM

MEN

WOMEN

ELEV.

LOBBY

04 02

07 06

2122 23

100A

114A

131132A

Y212

Y213

129A

122119B

17 18

A-601

1 2 3 5 6

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

R A

G I S

S U

30" x 42"

/2 /2

M C

U se rs

\d st e p h e n s\ D e sk to p

\P S

I W

A H

P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

U G

L A

S C

O U

N T

Y A

D M

T R

A T

B U

R E

N O

V A

GA4655000AE

E R

G E

D R

D O

U G

L A

S V

L E

RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

OVERALL

DEMOLITION FIRST

FLOOR PLAN

AD101

SCALE: = 1'-0"3/16"

0 4 8 124

KEYNOTES - AD101 - 1ST FLOOR DEMOLITION PLAN

KEY # KEYNOTE DESCRIPTION

01 REMOVE WALL

02 REMOVE WALL PORTION & PREP FOR CASED OPENING OR NEW DOOR, FRAME, AND

HARDWARE

03 REMOVE WINDOW

04 REMOVE DOOR, FRAME, AND HARDWARE

05 REMOVE STOREFRONT W/ DOORS ENTIRELY

06 SALVAGE AND RELOCATE COUNTERTOP W/ CASEWORK BASE & WALL CABINETS TO

SECOND FLOOR

07 SALVAGE AND RELOCATE SINK TO SECOND FLOOR

08 REMOVE REFRIGERATOR HOOKUP

09 REMOVE BULLETIN CASE

10 REMOVE SHELVING

11 REMOVE CERAMIC TILE

12 REMOVE LVT

13 REMOVE DIAMOND PLATE FLOORING

14 REMOVE CARPET

15 REMOVE ELECTRIC WATER COOLER

16 REMOVE TOILET PARTITIONS

17 REMOVE PLUMBING FIXTURE & ACCESSORIES

18 REMOVE CASEWORK & MIRROR

19 REMOVE SEMI RECESSED PAPER TOWEL DISPENSER

20 SALVAGE FIRE EXTINGUISHER CABINET FOR RELOCATION

21 PREP & REPAINT METAL STAIR RAILING & POSTS

22 SAND & STAIN WOOD GUARDRAIL CAP

23 REMOVE EXISTING STAIR TREADS & PREP FOR NEW TREADS

M A

R K

D E

S C

N D

A T

SCALE: 3/16" = 1'-0"A1

OVERALL DEMOLITION FIRST FLOOR PLAN

F E

OPEN TO BELOW

PROVIDENCE MEDICAL ACADEMY

CLASSROOM

PROVIDENCE MEDICAL ACADEMY

SKILLS LABORATORY

WORK

SOURCE

GEORGIA

ALTER FX CORRIDOR

STAIR

MEN

WOMEN

ELECTRICAL ROOM

ELEV.

01 01

JANITOR

CLOSET

OFFICE 202OFFICE 201

STORAGE

RISER ROOM

VESTIBULE

STORAGE

* VERIFY STORAGE

ACCESS

MAIN CORRIDOR

PMA CORRIDOR

ELEVATOR

LOBBY

ALTER FX STORAGE

ALTER FX OFFICES

07 07

03 03

A-403 D2C1

NOT IN SCOPENOT IN SCOPE

11121311

16 17

MECH.

CHASE

1. SEE SHEET A-001 FOR GENERAL NOTES.

2. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

3. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL

MEMBERS.

4. COORDINATE EXTENT OF FLOOR SLAB DEMOLITION WITH ,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. PATCH

AND REPAIR AS REQUIRED AND PREPARE SLAB TO RECEIVE

NEW FLOORING FINISH AS REQUIRED.

5. IN AREAS NOTED FOR DEMOLITION, REMOVE EXISTING FLOOR

FINISHES DOWN TO BARE CONCRETE. PREPARE CONCRETE

SLAB AND/OR SUBFLOOR TO RECEIVE NEW FLOORING FINISH AS

SCHEDULED.

6. IN AREAS WHERE WALLS ARE DENOTED TO BE REMOVED,

REMOVE EXISTING WALL BASES.

7. WHILE WORK UNDER THIS CONTRACT IS IN PROCESS, PROTECT

EXISTING BUILDING, GROUNDS, AND CONTENTS INCLUDING

ADJACENT AREAS FROM DAMAGE OR HARM. COORDINATE

DEMOLITION WORK WITH ALL OTHER ELEMENTS OF THE WORK

TO INSURE THAT THE BUILDING ENVELOPE REMAINS

WATERTIGHT AT ALL TIMES.

8. ALL DEMOLITION MATERIAL, EQUIPMENT, AND DEBRIS SHALL BE

REMOVED AT THE END OF EACH WORK DAY FROM THE SITE TO

AN AREA DESIGNATED BY THE GEORGIA DEPARTMENT OF

DRIVER SERVICES.

9. THE CONTRACTOR SHALL REVIEW INSTALLATION DRAWINGS

FOR NEW MATERIALS AND BE FAMILIAR WITH LIMITS OF

DEMOLITION. THE CONTRACTOR SHALL KNOW AND

UNDERSTAND NEW MATERIAL INSTALLATION IN AREAS WHERE

EXISTING MATERIALS ARE REMOVED.

10. PROVIDE TEMPORARY SHELTER OR PORTALS AT ENTRANCES

AND EXIT DOORS AS MAY BE REQUIRED FOR PROTECTION FROM

FALLING DEBRIS OR OPEN TRENCHES. TEMPORARY PORTALS

AND WALKWAYS ARE TO MEET ALL CODE REQUIREMENTS FOR

WIDTH AND WALKING SURFACE CONTINUITY.

GENERAL NOTES - DEMOLITION PLAN

EXISTING MATERIAL AND/OR EQUIPMENT

TO REMAIN

DEMOLITION PLAN LEGEND

EXISTING MATERIAL AND/OR EQUIPMENT

TO BE DEMOLISHED

EXISTING DOOR PANEL, FRAME AND

HARDWARE TO REMAIN

EXISTING DOOR PANEL, FRAME AND

HARDWARE TO BE DEMOLISHED

EXISTING WALLS / PARTITIONS TO REMAIN

EXISTING WALLS / PARTITIONS TO BE

DEMOLISHED

EXISTING WINDOW AND/OR STOREFRONT

SYSTEM TO REMAIN

EXISTING WINDOW AND/OR STOREFRONT

SYSTEM TO BE DEMOLISHED

NOT IN SCOPE

1 2 3 5 6

SHEET SIZE:

SHEET:

TITLE:

DRAWN BY:

STATUS:

DATE:

JOB #:

CLIENT:

PLACE SERVICES, INC.

201 GATEWAY DRIVE

CANTON, GA 30115

OFFICE: 678-880-4777

SEAL:

P R

O J E

C T

I N

F O

R A

G I S

S U

30" x 42"

/2 /2

M C

U se rs

\d st e p h e n s\ D e sk to p

\P S

I W

A H

P \W

A H

P D o u g la s

C o u n ty

A d m in

B ld g R e n o \D o u g la s_

C o u n ty

A d m in B ld g

R e n o C e n tr a l_

A rc h R

.r vt

DOUGLAS COUNTY, GA

BOARD OF COMMISSIONERS

CONTACT:

JAMES WORTHINGTON

MANAGING DIRECTOR

8700 HOSPITAL DRIVE

DOUGLASVILLE, GA 30134

jworthington@co.douglas.ga.us 770-920-7423

D O

U G

L A

S C

O U

N T

Y A

D M

T R

A T

B U

R E

N O

V A

GA4655000AE

E R

G E

D R

D O

U G

L A

S V

L E

RELEASED FOR

CONSTRUCTION

10/22/2024

DJS

MRC

OVERALL

DEMOLITION

SECOND FLOOR

PLAN

AD102

SCALE: = 1'-0"3/16"

0 4 8 124

M A

R K

D E

S C

N D

A T

SCALE: 3/16" = 1'-0"A1

OVERALL DEMOLITION SECOND FLOOR PLAN

KEYNOTES - AD102 - 2ND FLOOR DEMOLITION PLAN

KEY # KEYNOTE DESCRIPTION

01 REMOVE WALL ENTIRELY

02 REMOVE WALL PORTION & PREP FOR CASED OPENING OR NEW DOOR, FRAME, AND

HARDWARE

03 REMOVE DOOR, FRAME, AND HARDWARE

04 REMOVE & SALVAGE DOOR, FRAME, AND HARDWARE FOR USE IN SAME LOCATION AND

FLIP DOOR SWING

05 REMOVE WINDOW

06 REMOVE STOREFRONT AND DOOR SYSTEM

07 REMOVE SINK, COUNTERTOP, CASEWORK CABINETRY

08 REMOVE TILE

09 REMOVE & SALVAGE MINI SPLIT AC FOR RELOCATION

10 REMOVE SHELVING

11 PREP & REPAINT METAL STAIR RAILING & POST

12 SAND & RESTAIN WOOD GUARDRAIL CAP

13 REMOVE EXISTING STAIR TREADS & PREP FOR NEW TREADS

14 REMOVE ELECTRIC WATER COOLER

15 REMOVE TOILET PARTITIONS

16 REMOVE PLUMBING FIXTURE & ACCESSORIES

17 REMOVE CASEWORK & MIRROR

18 REMOVE SEMI RECESSED PAPER TOWEL DISPENSER

19 REMOVE EXISTING PAINT ON RAILING

OPEN TO

SECOND FLOOR

A-403 D2C1

02 02

A-601

1. SEE SHEET A-001 FOR GENERAL NOTES.

2. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

3. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL

MEMBERS.

4. COORDINATE EXTENT OF FLOOR SLAB DEMOLITION WITH ,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. PATCH

AND REPAIR AS REQUIRED AND PREPARE SLAB TO RECEIVE

NEW FLOORING FINISH AS REQUIRED.

5. IN AREAS NOTED FOR DEMOLITION, REMOVE EXISTING FLOOR

FINISHES DOWN TO BARE CONCRETE. PREPARE CONCRETE

SLAB AND/OR SUBFLOOR TO RECEIVE NEW FLOORING FINISH AS

SCHEDULED.

6. IN AREAS WHERE WALLS ARE DENOTED TO BE REMOVED,

REMOVE EXISTING WALL BASES.

7. WHILE WORK UNDER THIS CONTRACT IS IN PROCESS, PROTECT

EXISTING BUILDING, GROUNDS, AND CONTENTS INCLUDING

ADJACENT AREAS FROM DAMAGE OR HARM. COORDINATE

DEMOLITION WORK WITH ALL OTHER ELEMENTS OF THE WORK

TO INSURE THAT THE BUILDING ENVELOPE REMAINS

WATERTIGHT AT ALL TIMES.

8. ALL DEMOLITION MATERIAL, EQUIPMENT, AND DEBRIS SHALL BE

REMOVED AT THE END OF EACH WORK DAY FROM THE SITE TO

AN AREA DESIGNATED BY THE GEORGIA DEPARTMENT OF

DRIVER SERVICES.

9. THE CONTRACTOR SHALL REVIEW INSTALLATION DRAWINGS

FOR NEW MATERIALS AND BE FAMILIAR WITH LIMITS OF

DEMOLITION. THE CONTRACTOR SHALL KNOW AND

UNDERSTAND NEW MATERIAL INSTALLATION IN AREAS WHERE

EXISTING MATERIALS ARE REMOVED.

10. PROVIDE TEMPORARY SHELTER OR PORTALS AT ENTRANCES

AND EXIT DOORS AS MAY BE REQUIRED FOR…

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File details come from the government source that posted it. Updated Oct 28, 2024.