_CobbDouglasHealthDept_BridgingDocuments_2026.pdf

OWNER

COBB-DOUGLAS PUBLIC HEALTH

6770 SELMAN DRIVE

DOUGLASVILLE, GA 30134

770.949.1970

DESTINY.DAVIDSON@DPH.GA.GOV

DESTINY DAVIDSON

CIVIL

FORESITE GROUP

3740 DAVINCI COURT, SUITE 100

PEACHTREE CORNERS, GA 30092

770.368.1399

JBULLARD@FG-INC.NET

JONATHAN BULLARD

STRUCTURAL

MARK NANNIS STRUCTURAL ENGINEERS

2060 BUFORD HIGHWAY NE, SUITE 106

BUFORD, GA 30518

770.310.8472

JAMIE@MARKNANNIS.COM

JAMIE DAVIS

ELECTRICAL

TLC CONSULTING ENGINEERS

4360 CHAMBLEE DUNWOODY ROAD, SUITE 210

ATLANTA, GA 30341

770.451.6757

TAWAN.MARTIN@TLC-ENG.COM

TAWAN MARTIN

PLUMBING

TLC CONSULTING ENGINEERS

4360 CHAMBLEE DUNWOODY ROAD, SUITE 210

ATLANTA, GA 30341

770.451.6757

TRIP.WALTERS@TLC-ENG.COM

TRIP WALTERS

FIRE PROTECTION

TLC CONSULTING ENGINEERS

4360 CHAMBLEE DUNWOODY ROAD, SUITE 210

ATLANTA, GA 30341

770.451.6757

TRIP.WALTERS@TLC-ENG.COM

TRIP WALTERS

ARCHITECT

McMILLAN PAZDAN SMITH ARCHITECTURE

1200 PEACHTREE ST NE SUITE 750

ATLANTA, GA 30309

678-251-4602

WBRYANT@MCMILLANPAZDANSMITH.COM

WILL BRYANT

MECHANICAL

TLC CONSULTING ENGINEERS

4360 CHAMBLEE DUNWOODY ROAD, SUITE 210

ATLANTA, GA 30341

770.451.6757

MATT.MASON@TLC-ENG.COM

MATT MASON

LOW VOLTAGE

TLC CONSULTING ENGINEERS

4360 CHAMBLEE DUNWOODY ROAD, SUITE 210

ATLANTA, GA 30341

770.451.6757

CHRIS.NUNAMAKER@TLC-ENG.COM

CHRIS NUNAMAKER

PROJECT AREA

PROJECT

NORTH

PROJECT AREA

PROJECT

NORTH

1. ALL WORK SHALL MEET THE MINIMUM REQUIREMENTS OF THE LATEST ADOPTED

EDITIONS OF THE APPLICABLE CODES, AS INDICTED ON THIS SHEET AND ALL OTHER

LOCAL, STATE OR FEDERAL CODES OR REGULATIONS HAVING JURISDICTION.

2. ALL WORK LISTED, SHOWN OR IMPLIED ON THE CONSTRUCTION DOCUMENTS SHALL BE

SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT WHERE

OTHERWISE NOTED.

3. ALL CONSTRUCTION SHALL BE ADA ACCESSIBLE AND COMPLY WITH BARRIER FREE

DESIGN AND OTHER APPLICABLE STANDARDS.

4. DO NOT SCALE DRAWINGS. CLARIFY ANY DIMENSIONAL DISCREPANCIES WITH THE

ARCHITECT PRIOR TO CONTINUING WITH THE WORK.

5. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR CONFLICTS

BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OF THE ENGINEERS, THE

CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE PROCEEDING

WITH THE WORK.

6. DIMENSIONS SHOWN FOR EXTERIOR DOORS AND WINDOWS ARE TO EDGE OF FRAME

UNLESS OTHERWISE NOTED.

7. ALL INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD OR CENTERLINE OF

COLUMN, UNLESS OTHERWISE NOTED. EXTERIOR DIMENSIONS ARE FROM FACE/EDGE

OF MASONRY/CONCRETE OR COLUMN CENTERLINE, UNLESS OTHERWISE NOTED.

8. PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE W/ NFPA 10. INSTALL WALL MOUNTED

FIRE EXTINGUISHER CABINET (FEC) AT 4'-0" AFF TO TOP OF CABINET. GENERAL

CONTRACTOR TO COORDINATE LOCATIONS WITH LOCAL FIRE MARSHALL.

9. HORIZONTALLY BRACE (STIFFEN) ALL METAL STUD SYSTEMS AS RECOMMENDED AND

BRACE TOPS OF ALL PARTITIONS TO STRUCTURE ABOVE.

10. THE GENERAL CONTRACTOR SHALL PROVIDE CONTROL JOINTS (CJ) IN ALL MASONRY

WALLS AS SHOWN IN THE DRAWINGS, BUT NOT TO EXCEED 30'-0" LINEAR BETWEEN

JOINTS. THE CONTROL JOINT SHALL CONTINUE UP FULL HEIGHT OF WALL. COLORS OF

SOFT JOINT SEALANT SHALL MATCH THAT OF THE WALL CONSTRUCTION MATERIAL.

THE GENERAL CONTRACTOR SHALL COORDINATE THE CONTROL JOINT QUANTITY,

SPACING AND LOCATIONS WITH THE ARCHITECT PRIOR TO CONSTRUCTION.

11. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR IS

RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE

CONTINUING WITH THE WORK.

12. WHERE REQUIRED, BLOCKING TO BE FRT PER 2024 IBC 603.1. ALL WOOD IN CONTACT

WITH MORTAR, CONCRETE, OR MASONRY TO BE PRESSURE TREATED. PT BLOCKING AT

STOREFRONT. FRT AND PRESSURE TREATED BLOCKING AT ROOF AND PARAPETS.

SHEET TITLE:

SHEET NO. PROJ. NO.

DRAWN BY:

PROJECT ARCHITECT:

PRINCIPAL IN CHARGE:

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COVER SHEET

G001 025135.00

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05.18.2026

BRIDGING DOCUMENTS

MPS Project No:

Agency Review ID:

Issue Date/ Description:

HEALTH DEPARTMENT EXPANSION

6770 SELMAN DR, DOUGLASVILLE, GA 30134

DOUGLAS COUNTY PUBLIC HEALTH DEPARTMENT

025135.00

SITE MAP

VICINITY MAP

SHEET NO SHEET NAME

GENERAL

G001 COVER SHEET

G003 CODE SUMMARY / UL DETAILS

G110 LEVEL 1 LIFE SAFETY PLAN

ARCHITECTURAL

A001 ABBREVIATION, SYMBOLS AND LEGENDS

A003 EXTERIOR WALL ASSEMBLIES & PARTITION TYPES

A010 DEMOLITION SITE PLAN

A011 ARCHITECTURAL SITE PLAN

A031 LEVEL 1 DEMOLITION PLAN

A041 LEVEL 1 DEMOLITION RCP

A060 DEMOLITION ELEVATIONS

A110 LEVEL 1 OVERALL PLAN

A111A LEVEL 1 - ENLARGED PLAN A

A111B LEVEL 1 - ENLARGED PLAN B

A115 LEVEL 1 INTERIOR FINISH PLAN

A116 INTERIOR FINISH NARRATIVE SCHEDULE

A130 ROOF OVERALL PLAN

A210 LEVEL 1 OVERALL RCP

A211A LEVEL 1 - ENLARGED RCP A

A211B LEVEL 1 - ENLARGED RCP B

A300 OVERALL BUILDING ELEVATIONS

A920 PERSPECTIVE VIEWS - FOR REFERENCE ONLY

05.18.2026 BRIDGING DOCUMENTS

GENERAL NOTESDRAWING LIST

FOR REFERENCE ONLY

NO. DATE DESCRIPTION

05.18.2026 BRIDGING DOCUMENTS

Name of Project: COBB-DOUGLAS HEALTH DEPT - DOUGLASVILLE FACILITY

Address: 6770 SELMAN DR, DOUGLASVILLE, GA

Owner/Authorized Agent:

Owned By:

Code Enforcement Jurisdiction:

COBB-DOUGLAS HEALTH DEPT

City/County Private

Phone:

State

City: - County:

WILL BRYANT

Architectural McMILLAN PAZDAN SMITH WILL BRYANT - 678.251.4602

DISCIPLINE FIRM NAME LICENSE# TELEPHONE#

IBC 2018 BUILDING CODE: New Building

I-A II-A III-A IV V-AConstruction Type:

(Check All That Apply)

No PartialSprinklers:

Standpipes:

Fire District:

Special Inspections Required:

GROSS BUILDING AREA:

NFPA 13 NFPA 13R NFPA 13D

No Yes

No Yes

Class: I II III Wet Dry

FLOOR EXISTING (SQ FT) ADDITION (SQ FT)

Level 01

E-MAIL: DESTINY.DAVIDSON@DPH.GA.GOV

Addition Renovation

Yes

No YesFlood Hazard Area:

Zip Code:

State

Electrical

Plumbing

Mechanical

Fire Protection

Structural

Civil

I-B* II-B III-B V-B

PROJECT INFORMATION:

TYPE OF WORK BEING PERFORMED:

1st Time Interior Completion

Shell/Core - Contact the local inspection jurisdiction for possible additional procedures and requirements

Phased Construction - Shell/Core- Contact the local inspection jurisdiction for possible additional procedures and requirements

RISK CATEGORY (Table 1604.5) I IIIII IVProposed:

No Yes Contact the local inspection jurisdiction for additional procedures and requirements

CODE SUMMARY

Proposed Use CLINIC, OUTPATIENT - BUSINESS

Building Description:

BRIDGING DOCUMENTS FOR A RENOVATION OF AN EXISTING 12049 SF HEALTH DEPARTMENT BUILDING AND 4,610 SF

ADDITION THAT UTILIZES TYPE TYPE IIB CONSTRUCTION.

30134

770.949.1970

FORESITE GROUP JONATHAN BULLARD 770.368.1399-

PROJECT SUMMARY:

LEAD DESIGN PROFESSIONAL:

BASIC BUILDING INFORMATION

ALLOWABLE HEIGHT

Building Height in Feet (Table 504.3) 2

Building Height in Stories (Table 504.4) 3

ALLOWABLE SHOWN ON PLANS CODE REFERENCE

75'-0"

1 Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4

2 The maximum height of air traffic control towers must comply with Table 412.3.1.

3 The maximum height of open parking garages must comply with Table 406.5.4.

FIRE PROTECTION REQUIREMENTS

LIFE SAFETY SYSTEM REQUIREMENTS*:

No YesEmergency Lighting:

No Yes

No Yes

No Yes

No Yes

Partial:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection

LIFE SAFETY PLAN REQUIREMENTS

Fire and/or smoke rated wall locations (Chapter 7)

Assumed and real property line locations (if not on site plan)

Exterior wall opening area with respect to distance to assumed property lines (705.8)

Occupancy use of each area as it relates to occupant load calculation (Table 1004.5)

Occupant loads for each area

Exit sign locations (1013)

Common path of travel distances (Table 1006.2.1 & Table 1006.3.2)

Dead end lengths (1020.4)

Clear exit widths for each exit door

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)

Actual occupant load for each exit door

A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation

Location of doors with panic hardware (1010.1.10)

Location of doors with delayed egress locks and the amount of delay (1010.1.9.8)

Location of doors with electromagnetic egress locks (1010.1.9.9)

Location of doors equipped with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (202)

The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)

Note any code exceptions or table notes that may have been utilized regarding the items above

Exit access travel distances (1017)

Life Safety Plan Sheet # G110

Primary Occupancy Classification:

Assembly A-1 A-2 A-3 A-4 A-5

Business

Hazardous

Institutional

Mercantile

Storage

Utility and Miscellaneous

H-1 Detonate

I-1

Residential

S-1 Moderate

Factory

H-2 Deflagrate

Condition: 1

R-1

S-2 Low

H-3 Combust H-4 Health

F-1 Moderate F-2 Low

H-5 HPM

R-2 R-3 R-4

High-Piled

Parking Garage Open Enclosed Repair Garage

Mixed Occupancy: No Yes Separation: - Exception:

Non-Separated Use (508.3)

The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building.

Separated Use (508.4) - See below for area calculations

For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.

ALLOWABLE AREA:

Educational

I-2

I-3

I-4

Condition: 1 2

Condition: 1 2 3 4 5

Institutional

Select one

Accessory Occupancy Classification:

Assembly A-1 A-2 A-3 A-4 A-5

Business

Hazardous

Institutional

Mercantile

Storage

Utility and Miscellaneous

H-1 Detonate

I-1

Residential

Factory

H-2 Deflagrate

Condition: 1

R-1

S-2 Low

H-3 Combust H-4 Health

F-1 Moderate F-2 Low

H-5 HPM

R-2 R-3 R-4

High-Piled

Parking Garage Open Enclosed Repair Garage

Educational

I-2

I-3

I-4

Condition: 1 2

Condition: 1 2 3 4 5

Institutional

Incidental Uses (Check All That Apply)

Furnace room where any piece of equipment is over 400,000 Btu per hour input

Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower

Refrigerant machinery room

Hydrogen fuel gas rooms, not classified as Group H

Incinerator rooms

Paint shops, not classified as Group H, located in occupancies other than Group F

In Group E occupancies, laboratories and vocational shops not classified as Group H

In Group I-2 occupancies, laboratories not classified as Group H

Laundry rooms over 100 square feet

Group I-3 cells and Group I-2 patient rooms equipped with padded surfaces

In Group I-2, physical plant maintenance shops

In ambulatory care facilities or Group I-2 occupancies, waste and linen collection rooms with containers that have an aggregate volume of 10 cubic feet or greater

In other than ambulatory care facilities and Group I-2 occupancies, waste and linen collection rooms over 100 square feet

Stationary storage battery systems having an energy capacity great than the threshold quantity specified in Table 1206.2 of the international Fire Code.

In ambulatory care facilities, laboratories not classified as Group H

In Group I-2, laundry rooms over 100 square feet

In ambulatory care facilities or Group I-2 occupancies, storage rooms greater than 100 square feet

Special Uses: 403 404 405 406 407 408 409 410 411 412

413 414 415 416 417 418 419 420 421 422 423

424 425 426 427 428

Special Provisions: 510.2 510.3 510.4 510.5 510.6 510.7 510.8 510.9

APPLICABLE BUILDING CODES -

INTERNATIONAL BUILDING CODE, 2024 EDITION, WITH GEORGIA AMENDMENTS

INTERNATIONAL PLUMBING CODE, 2024 EDITION, WITH GEORGIA AMENDMENTS

INTERNATIONAL MECHANICAL CODE, 2024 EDITION, WITH GEORGIA AMENDMENTS

INTERNATIONAL FUEL GAS CODE, 2024 EDITION, WITH GEORGIA AMENDMENTS

NATIONAL ELECTRICAL CODE, 2023 EDITION, WITH GEORGIA AMENDMENTS

INTERNATIONAL FIRE CODE, 2024 EDITION WITH GEORGIA STATE FIRE COMMISSIONER

AMENDMENTS

INTERNATIONAL ENERGY CONSERVATION CODE, 2015 EDITION, WITH GEORGIA

SUPPLEMENTS AND AMENDMENTS

GEORGIA ACCESSIBILITY CODE CHAPTER 120-3-20(.01-.08) WITH GEORGIA STATE FIRE

COMMISSIONER AMENDMENTS 120-3-3-.08 THROUGH .11 - 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN

2024 NFPA 101 LIFE SAFETY CODE WITH 2025 GEORGIA STATE FIRE COMMISSIONER

AMENDMENTS 120-3-3-.04(72)

2022 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS WITH GEORGIA STATE FIRE

COMMISSIONER AMENDMENTS

2022 NFPA 13 FIRE SPRINKLER SYSTEMS WITH GEORGIA STATE FIRE COMMISSIONER

AMENDMENTS

2024 NFPA 14 STANDPIPE AND HOSE SYSTEMS WITH GEORGIA STATE FIRE COMMISSIONER

AMENDMENTS

2023 NFPA 25 INSPECTION, TESTING, MAINTENANCE OF WATER-BASED FIRE PROTECTION

SYSTEMS CODE WITH GEORGIA STATE FIRE COMMISSIONER AMENDMENTS

2022 NFPA 72 FIRE ALARM AND SIGNALING CODE WITH GEORGIA STATE FIRE COMMISSIONER

AMENDMENTS

2024 NFPA 96 VENTILATION CONTROL AND FIRE PROTECTION OF COMMERCIAL COOKING

OPERATIONS WITH GEORGIA STATE FIRE COMMISSIONER AMENDMENTS

SEISMIC CATEGORY: C

OCCUPANT LOAD AND EXIT WIDTH

(REFER TO LIFE SAFETY PLANS FOR MORE

INFORMATION)

Electrical installations and transformers

S-1 Moderate

FLOOR, ROOM OR

SPACE DESIGNATION

MIN. # OF EXITS

SHOWN ON

PLANS

LEVEL 1

NUMBER AND ARRANGEMENTS OF EXITS

(REFER TO LIFE SAFETY PLANS FOR MORE INFORMATION)

REQ'D

2 5

TRAVEL DISTANCE LIMIT (TABLE A7.6)

ACTUAL TRAVEL DISTANCE

SHOWN

ALLOWABLE TRAVEL

DISTANCE

ARRANGEMENT OF MEANS OF EGRESS (1017.2)

ACTUAL DISTANCE SHOWN

(BETWEEN CLOSEST EXITS)

REQ'D DISTANCE

BETWEEN EXIT DOORS

300' 120'-10" 75'-9" 82'-10"

COMMON PATH LIMIT (TABLE A7.6)

ACTUAL DISTANCE

SHOWN

ALLOWABLE COMMON

PATH LENGTH

100' - 0" 61'-6"

MINIMUM CORRIDOR WIDTH (12.2.3.8)

ACTUAL WIDTH SHOWNMINIMUM CORRIDOR

WIDTH

44" 57"

DEAD-END LIMIT (TABLE A7.6)

ACTUAL DISTANCE

SHOWN

ALLOWABLE DEAD-

END LENGTH

50' - 0" 16'-0"

PLUMBING FIXTURE REQUIREMENTS

(2024 IPC SECTION 403)

12049

TOTAL (SQ FT)

16,659

A. MANUAL FIRE ALARM BOXES.

B. VISIBLE ALARMS.

C. FIRE EXTINGUISHERS THAT MEET:

a. MAXIMUM AREA PER EXTINGUISHER 11,250 SF, PER IBC TABLE 906.3.

b. MAX TRAVEL DISTANCE TO EXTINGUISHER 75 FT, PER IBC TABLE 906.3

c. PROVIDE 10LB TYPE ABC EXTINGUISHER, PER NFPA 10.

d. FINAL EXTINGUISHER PLACEMENT TO BE COORDINATED WITH F.M.O.

18'-6"

Technology TLC Consulting Engineers TRIP WALTERS - 770.451.6757

TLC Consulting Engineers TRIP WALTERS 770.451.6757

TLC Consulting Engineers TRIP WALTERS 770.451.6757

TLC Consulting Engineers TRIP WALTERS 770.451.6757

TLC Consulting Engineers TRIP WALTERS 770.451.6757

MARK NANNIS STRUCTURAL ENGINEERS JAMIE DAVIS 770.310.8472

SHEET TITLE:

SHEET NO. PROJ. NO.

DRAWN BY:

PROJECT ARCHITECT:

PRINCIPAL IN CHARGE:

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CODE SUMMARY / UL

DETAILS

G003 025135.00

CC

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BRIDGING DOCUMENTS

USE GROUP OR

SPACE DESCRIPTION

(a) (b)

GROSS/

NET

CALCULATED

OCCUPANT

LOAD (a/b)

(c)

EGRESS WIDTH

PER OCCUPANT

EXIT WIDTH (IN)

AREA

SF PER

OCCUPANT

STAIR DOOR

REQ'D WIDTH (a/b) X c

ACTUAL WIDTH

SHOWN ON PLANS

STAIR LEVEL STAIR DOOR

AMBULATORY 2,372 SF 150 24 0.2 0.0 4.80 34.0

ASSEMBLY 1,399 SF 15 95 0.2 0.0 19.00 70.0

BUSINESS 5,717 SF 150 49 0.2 0.0 9.80 34.0

STORAGE 1,517 SF 500 17 0.2 0.0 3.40 34.0

11,004 SF 185 0.0 37.00

NO. DATE DESCRIPTION

05.18.2026 BRIDGING DOCUMENTS

PROVIDED... 3 1 4 8 16 4 4 8 16 2 2

REQUIRED... 2 - 2 4 2 2 4 1

SUBTOTALS 1.514 0.82 1.869 1.03 1.03 0.937

S STORAGE 17 1/100 0.09 .5 0.05 1/100 0.09 1/100 0.14 0.14 1/1000 0.017

B BUSINESS 73

1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50

1.04 .5 0.52 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50

1.04 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80

0.65 0.65 1/100 0.73

A-3 ASSEMBLY 95 1/125 0.384 .67 0.26 1/65 0.739 1/200 0.24 0.24 1/500 0.19

USE TOTAL LOAD RATIO MALE

URINAL

SUBSTITUTION

ALLOWED

NUMBER

URINALS

RATIO FEMALE UNISEX TOTAL RATIO MALE FEMALE UNISEX TOTAL

SPACE WATER CLOSETS LAVATORIES

SHOWERS/

TUBS

DRINKING

FOUNTAINS

RATIO

DRINKING

FOUNTAINS

SERVICE

SINK

BUSINESS

STORAGE

STORAGE

STORAGE

BUSINESS

AMBULATORY

AMBULATORY

AMBULATORY

AMBULATORY

AMBULATORY

AMBULATORY

BUSINESS

BUSINESS

STORAGE

BUSINESS

BUSINESS

BUSINESS

STORAGE

AMBULATORY

AMBULATORY

ASSEMBLY

BUSINESS

STORAGE

BUSINESS

BUSINESS

STORAGE

BUSINESS

AMBULATORY

ASSEMBLY

STORAGE

AMBULATORY

BUSINESS

STORAGE

AMBULATORY

LONGEST DIAGONAL = 227'-5"

1/3 OF DIAGONAL =75'-9"

STORAGE

15 34 170

ASSEMBLY

BUSINESS

AMBULATORY

AMBULATORY

AMBULATORY

AMBULATORY

AMBULATORY

AMBULATORY

BUSINESS

BUSINESS

BUSINESS

AMBULATORY

AMBULATORY

STORAGE

AMBULATORY

BUSINESS

STORAGE

BUSINESS

BUSINESS

BUSINESS

BUSINESS

AMBULATORY

BUSINESS

BUSINESS

BUSINESS

BUSINESS

BUSINESS

BUSINESS

STORAGE

BUSINESS

STORAGE

BUSINESS

BUSINESS

BUSINESS

BUSINESS

BUSINESS

STORAGE

AMBULATORY

AMBULATORY

AMBULATORY

STORAGE

FE

FE

PATH OF TRAVEL : 91'-5"

PATH OF TRAVEL : 116'-3"

PATH OF TRAVEL : 120'-10"

PATH OF TRAVEL : 86'-9"

COMMON PATH : 61'-1"

COMMON PATH : 35'-5"

PATH OF TRAVEL : 71'-6"

BUSINESS

STORAGE

86 68 340

PH

27 34 170

40 34 170

17 34 72

EXISTING STORAGE SHED

FIRE RATING AND FIRE PROOFING NOTES :

1. FIRE CAULK PARTITION TIGHT TO FLOOR AND DECK. FILL VOID AT DECK WITH COMPRESSIBLE

FIRE SEAL.

2. MAINTAIN ALL FIRE RATED ASSEMBLIES. PENETRATIONS AND SEALING METHODS TO BE UL

RATED. REF MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS.

3. MAX TRAVEL DISTANCE TO A FIRE EXTINGUISHER IS 75'. (MAINTAIN WALL RATING AT FEC).

4. PROVIDE NFPA APPROVED KNOX BOX (COORDINATE AN APPROVED LOCATION WITH THE FIRE

MARSHAL).

000 00 000

MAX. OCCUPANT CAPACITY OF EXIT

WIDTH OF EXIT

POTENTIALLY EXITING OCCUPANTS

DOOR EGRESS TAG EGRESS SIGNAGE

FEC

FIRE EXTINGUISHER CABINET - SEMI-RECESSED

TRAVEL DISTANCE

FIRE EXTINGUISHER ACCESS RADIUS

COMMON PATH OF TRAVEL

SHEET TITLE:

SHEET NO. PROJ. NO.

DRAWN BY:

PROJECT ARCHITECT:

PRINCIPAL IN CHARGE:

SHEET ISSUE:

A

5 4 3 2 1

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LEVEL 1 LIFE SAFETY

PLAN

G110 025135.00

AR, BW

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05.18.2026

BRIDGING DOCUMENTS

1/8" = 1'-0"G110

A5 LIFE SAFETY PLAN

LIFE SAFETY LEGEND

LINE TYPES

BEYOND

CENTERLINE

DEMOLISHED

HIDDEN

OVERHEAD

ANNOTATIONS

'X' 'X'

CL

A

CENTERLINE DIMENSION

COLUMN GRID TAG - NEW

COLUMN GRID TAG - EXISTING

ALIGN FACE OF SURFACESALIGN

SPOT ELEVATION

Name Elevation

0'-0"

LEVEL / ELEVATION HEIGHT

REVISION TAG AND CLOUD1

ANNOTATIONS AND TAGS

NORTH

NORTH (PROJECT OR TRUE)

PROJECT NORTH

TRUE NORTH

WINDOW / CURTAIN WALL TAGA

LOUVER TAGL1

WALL TAGSA4.0

DEMOLITION KEYNOTE01

KEYNOTE01

ACCESSORY TAGTA-1

FURNITURE TAGF1

EQUIPMENT TAGE123456

SIGNAGE TAGS99

CEILING TAG

AFF

1t

10'-0" CEILING TYPE (IF / WHEN INDICATED)

CEILING HEIGHT

ROOM TAG(S):

ROOM TAG WITH AREA (NO ROOM #)ROOM NAME

150 SF

DEPARTMENT OR PHASE (IF SHOWN)

ROOM NAME

00999

DEPT/ PHASE

ROOM NAME

FLOOR # = 1 OR 2 DIGITS

ROOM # = 2 OR 3 DIGITS

AREA (IF SHOWN)

ROOM NAME

00999

150 SF

DOOR RATING (IF SHOWN)

FLOOR # = 1 OR 2 DIGITS

ROOM # = 2 OR 3 DIGITS

122A

DOOR SEQUENCE (ALPHABETIC)

VIEW REFERENCE

PHOTO REFERENCE TAG

1/ A

A1 VIEW NAME

1/8" = 1'-0"A101

PLAN VIEW TITLE REFERENCE

A1 VIEW NAME

1/8" = 1'-0"A101

CURRENT SHEET

CURRENT SHEET

VIEW SCALE

PLAN NUMBER

SIM

A103

PLAN / DETAIL CALLOUT

REFERENCED SHEET

A610

SIM

A610

SIM

BUILDING SECTION CALLOUT

REFERENCED SHEET

A5

A610

SIM

WALL SECTION CALLOUT

REFERENCED SHEET

A601

SIM

DETAIL SECTION CALLOUT

REFERENCED SHEET

A510

1 Ref

1 Ref 1 Ref

1 Ref

INTERIOR ELEVATION CALLOUT

A1011 EXTERIOR ELEVATION CALLOUT

A1 Ref

A1 Ref A1 Ref

A1 Ref

A1 Ref

DETAIL NUMBER

DETAIL VIEW TITLE REFERENCE

VIEW SCALE

AREA ONLY

150 SF

10036 24

DEPTH

TYPE (SEE CASEWORK DETAILS)

WIDTH

HEIGHT

CASEWORK (BASE)

10036 24

34 HEIGHT

CASEWORK (WALL)

DEPTH

TYPE (SEE CASEWORK DETAILS)

WIDTH

ANNOTATIONS AND TAGS

LIFE SAFETY ANNOTATIONS

2,203

ASSEMBLY OCCUPANCY TYPE

AREA SQ FT

SF PER OCCUPANT

OCCUPANCY LOAD

2,203

ASSEMBLY

200 36 240

PH 45 MIN

EXIT OCCUPANT LOAD

EGRESS CAPACITY

EXIT CLEAR WIDTH

FIRE RATING (IN MINUTES)

PANIC HARDWARE

DOOR EGRESS TAG

AREA OCCUPANCY TAG(S)

EGRESS PATH(S)

EXIT

POSTED OCCUPANCY

COMMON PATH : 86'-10"

TRAVEL PATH : 86'-10"

PANIC HARDWARE (IF SHOWN)

DOOR TAG:

FIRE EXTINGUISHERS

FEC FEC

FEC

EXIT SIGNS

WALL MOUNTED

FIRE EXTINGUISER

SURFACE MOUNTED FEC

SEMI-RECESSED FEC

RECESSED FEC

DIRECTION ARROWS (WHEN SHOWN)

CEILING MOUNTED

TRAVEL PATH

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

AVG AVERAGE

BD BOARD

BD FT BOARD FEET (FOOT)

BLDG BUILDING

BOS BOTTOM OF STEEL

BOT BOTTOM

CAB CABINET

CCTV CLOSED CIRCUIT TELEVISION

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT\ CONTROL JOINT

C/L CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

COORD COORDINATE

CORR CORRIDOR

DBL DOUBLE

DEMO DEMOLITION/DEMOLISH

DEPT DEPARTMENT

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DS DOWNSPOUT

DW DISHWASHER

EA EACH

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEM ELEMENTARY

ELEV ELEVATOR

EMER EMERGENCY

EOS EDGE OF SLAB

EP EPOXY PAINT

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ETR EXISTING TO REMAIN

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

ABBREVATION NOTES:

1. ABBREVIATIONS LISTED BELOW APPLY TO THE ARCHITECTURAL DRAWINGS ONLY, REFER TO

CONSTRUCTION DOCUMENTS PREPARED BY MPS CONSULTANTS FOR ABBREVIATIONS USED.

2. REFER TO FINISH SCHEDULE FOR FINISH MATERIAL ABBREVAITIONS NOT SHOWN.

FIXT FIXTURE

FOC FACE OF CONCRETE/ FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FURN FURNITURE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTER

GL GLASS/GLAZING

GMP GUARANTEED MAXIMUM PRICE

GYP BD GYPSUM WALL BOARD

HB HOSE BIBB

HC HOLLOW CORE

HDW HARDWARE

HM HOLLOW METAL

HORZ HORIZONTAL

ID INSIDE DIAMETER/ INSIDE DIMENSION

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KD KNOCKED DOWN

LAM LAMINATE

LAV LAVATORY

LF LINEAR FEET (FOOT)

LOS LINE OF SIGHT

LWC LIGHTWEIGHT CONCRETE

MAINT MAINTENANCE

MAX MAXIMUM

MED MEDICAL

MEZZ MEZZANINE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MOD BIT MODIFIED BITUMEN

MR MOISTURE RESISTANT

MTL METAL

MW MICROWAVE

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTP NOTICE TO PROCEED

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OPP OPPOSITE

P PAINT

PAT PATTERN

PERF PERFORATED

PERM PERMANENT

PERP PERPENDICULAR

PJ PANEL JOINT

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

POLYISO POLYISOCYANURATE

PORC PORCELAIN

PREFAB PREFABRICATE

PT PRESSURE TREATED

R RADIUS

RA RELIEF ANGLE

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING STEEL BARS

REF REFERENCE

REINF REINFORCE

REQD REQUIRED

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RTF RUBBER TILE FLOOR

RTU ROOF TOP UNIT

RV ROOF VENT

SCHED SCHEDULE

SD SMOKE DETECTOR

SHR SHOWER

SHRD SHOWER DRAIN

SIM SIMILAR

SP STANDPIPE

SPEC SPECIFICATION(S)

SPKLR SPRINKLER

SPKR SPEAKER

SQ FT SQUARE FOOT

SS SOLID SURFACE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STOR STORAGE

SUSP CLG SUSPENDED CEILING

SYM SYMMETRICAL

TA TOILET ACCESSORY

TBD TO BE DETERMINED

T&G TONGUE AND GROOVE

TEMP TEMPORARY

THRU THROUGH

TLT TOILET

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB\ TOP OF STEEL

TOW TOP OF WALL

TS TRANSITION STRIP

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WALL PROTECTION

WRB WATER RESISTANT BARRIER

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

UNOBSTRUCTED FORWARD REACH

UNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH SIDE REACH

OBSTRUCTED HIGH FORWARD REACH

M

A X

M

A X

MAX

10" >10" - 24" MAX

M

A X

M

A X

10" MAX

M

IN

M

A X

20" MAX

M

A X

>20" - 25" MAX

M

IN

M

A X

M

A X

PULL SIDE

FRONT APPROACHES

NOTE:

1. ALL DIMENSIONS SHOWN ARE MINIMUMS.

2. DIMENSIONS AND CLEARANCES SHOWN MUST BE PROVIDED AT ALL

DOORS. CONTRACTOR SHALL REVIEW FIELD LAYOUT AND CONFIRM

THAT ALL OF THE APPROPRIATE CLEARANCES ARE PROVIDED. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S

ATTENTION. ANY REMEDIAL WORK THAT SHOULD HAVE BEEN

AVOIDED BY BRINGING DISCREPANCIES TO THE ARCHITECT'S

ATTENTION SHALL BE AT THE CONTRACTORS EXPENSE.

M

IN

IM

U

M

0"

IF

x)

(y

M

IN

IM

U M

IF

x)

(y

M

IN

IM

U

M

M

IN

IM

U M

C L

O S

E R

A N

D L

A T

C H

IF

D O

O R

H A

S

PUSH SIDE PULL SIDE

HINGE SIDE APPROACHES

PUSH SIDE

PULL SIDE

LATCH SIDE APPROACHES

PUSH SIDE

DOORS IN A SERIES

FRONT APPROACH

DOORWAY W/O DOORS, SLIDING DOORS, AND FOLDING DOORS

SIDE APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH

M

IN

IM

U M

MINIMUM

22"

MINIMUM

24"

M

IN

IM

U M

M

IN

IM

U

M

8"

M

IN

IM

U

M

2"

M

IN

IM

U M

IF

C

L O

S E

R I

S P

R O

V

ID

E D

M

IN

IM

U M

M

IN

IM

U M

IF

C

L O

S E

R P

R O

V

ID

E D

M

IN

IM

U M

(x) = 36"

(x) = 42"

MINIMUM

22"

MINIMUM

24"

(ALL DOORS)

32" CLEAR

48" 48"48"

MINIMUM

18"

M

IN

IM

U

M

8"

A CLOSER AND LATCH

12" IF DOOR HAS BOTH

MINIMUM

24"

SHEET TITLE:

SHEET NO. PROJ. NO.

DRAWN BY:

PROJECT ARCHITECT:

PRINCIPAL IN CHARGE:

SHEET ISSUE:

A

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ABBREVIATION,

SYMBOLS AND

LEGENDS

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BRIDGING DOCUMENTS

STANDARD GRAPHICS AND SYMBOLSABBREVIATIONS LIST

REACH RANGESMANEUVERING CLEARANCES AT DOORS (ICC/ANSI-2009)

A. PLAN DIMENSIONS ARE FACE OF STUD, CMU OR FINISH FACE OF EXISTING WALL

CONSTRUCTION UNLESS SPECIFICALLY NOTED OTHERWISE

B. GYPSUM WALL BOARD LAYERS ON RATED WALLS SHALL BE CONTINUOUS THROUGH

ALL INTERSECTIONS WITH NON-RATED WALLS. REFER TO FIRE WALL PRIORITY

DIAGRAM.

C. REFERENCE ALL FLOOR PLANS AND LIFE SAFETY PLANS FOR RATED WALL

LOCATIONS AND RATINGS.

D. PROVIDE TYPE X, MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL

TOILET AND JANITOR ROOMS.

E. PROVIDE IMPACT RESISTANT GYPSUM WALL BOARD UP TO 4'-0" IN ALL LOBBIES,

CORRIDORS, AND STAIRWELLS.

F. AT ALL JOINTS AT TOP OF ALL FIRE RATED PARTITIONS: PROVIDE COMPLETE UL

LISTED FIRE RESISTIVE JOINT SYSTEM TO MATCH FIRE RESISTANCE OF WALL

ASSEMBLY AND THAT IS ALSO COMPATIBLE WITH JOINT SUBSTRATES.

G. ANY PORTION OF GYPSUM WALL BOARD THAT BECOMES WET OR SHOWS SIGNS OF

MOISTURE DAMAGE, EITHER BEFORE OR AFTER INSTALLATION, IS TO BE REMOVED

IMMEDIATELY AND REPLACED WITH NEW DRY GYPSUM WALL BOARD.

H. INTERIOR PARTITIONS MAY HAVE ADDITIONAL FINISHES. REFERENCE FINISH

SCHEDULE AND DETAIL SHEETS FOR ADDITIONAL INFORMATION.

I. PROVIDE PROJECT SPECIFIC DELEGATED DESIGN DATA INCLUDING STUD SPACING,

STUD GAUGE, BRACING AND DEFLECTION.

J. SOUND ATTENUATION BLANKET IS REQUIRED AT ALL INTERIOR PARTITIONS AND

SHALL RUN FULL HEIGHT OF PARTITION UNLESS NOTED OTHERWISE. SOUND

ATTENUATION BATT SHALL BE AS FOLLOWS:

a. FIRE RESISTANT PARTITIONS: MINERAL WOOL SOUND ATTENUATION FIRE

BLANKET (SAFB) - FULL STUD DEPTH

b. NON-RATED PARTITIONS: UNFACED FIBERGLASS SOUND ATTENUATION BATTS

(SAB) - FULL STUD DEPTH

K. MINOR WALLS OR OTHER WALLS NOT TAGGED WILL BE OF THE SAME WALL TYPE AS

ADJACENT WALLS (UNLESS OTHERWISE NOTED).

L. COORDINATE AND PROVIDE ALL REQUIRED BLOCKING WITHIN THE WALLS. THIS

INCLUDES BUT IS NOT LIMITED TO, ALL MILLWORK, CASEWORK, GRAB BARS,

MONITORS, AND TOILET PARTITIONS.

M. INSTALL GYPSUM WALL BOARD ON INTERIOR PARTITIONS WITH A MINIMUM 1/4” GAP

BETWEEN THE GYPSUM WALL BOARD AND THE FINISHED FLOOR.

N. AT RATED PARTITIONS AND CEILINGS, INSTALL CONTROL JOINTS PER THE TESTED

ASSEMBLIES.

SA4.0

WALL TYPE

M - MASONRY

S - STEEL STUD

W - WOOD STUD

MEMBER THICKNESS

SEE BELOW

WALL VARIANT

ALPHABETICALLY

SEQUENTIAL

WALL FRAMING PRIORITY

A. PARTITIONS SHALL BE PRIORITIZED BASED ON FIRE AND SMOKE RATING.

B. PARTITIONS SHALL BE CONSTRUCTED SUCH THAT HIGHER PRIORITY IS

FRAMED BEFORE LOWER PRIORITY.

C. LOWER PRIORITY PARTITIONS SHALL BE FRAMED TIGHT TO, BUT NOT

INTERRUPT HIGHER PRIORITY CONSTRUCTION. (SEE THE EXAMPLE

BELOW)

2 HOUR FIRE RATED WITH SMOKE BARRIER PRIORITY 1 (HIGHEST)

2 HOUR FIRE RATED PRIORITY 2

1 HOUR FIRE RATED WITH SMOKE BARRIER PRIORITY 3

1 HOUR FIRE RATED PRIORITY 4

NONE RATED PRIORITY 5 (LOWEST)

FURRING STEEL STUD WOOD STUD SHAFT WALL MASONRY

L - LAMINATED 1 - 1 5/8" STUD 2 - 1 1/2" x 1 1/2" NAILER 2 - 2 1/2" SHAFT STUD 4 - 3 5/8" CMU 0 - 7/8" HAT 2 - 2 1/2" STUD 4 - 1 1/2" x 3 1/2" STUD 4 - 4" SHAFT STUD 6 - 5 5/8" CMU 1 - 1 1/2" HAT 3 - 3 5/8" STUD 6 - 1 1/2" x 5 1/2" STUD 6 - 6" SHAFT STUD 8 - 7 5/8" CMU

4 - 4" STUD 8 - 1 1/2" x 7 1/4" STUD 10 - 9 5/8" CMU 6 - 6" STUD 12 - 1 1/2" x 11 1/4" STUD 12 - 11 5/8" CMU

8 - 8" STUD

WALL TAG LEGEND

WALL RATING

(IN HOURS)

4 7/8"

SA3

SA

5 1/4"

SA4

7 1/4"

SA6

(1) LAYER 5/8" TYPE X GYPSUM WALL BOARD EACH

SIDE OF STUD

BATT INSULATION (FULL CAVITY WIDTH)

FINISH FLOORING AND WALL BASE - REFERENCE

FINISH SCHEDULE

CONTINUOUS SEALANT PER UL AND OR STC

ASSEMBLY

3 5/8" 4 6

SUB FLOOR - REFERENCE STRUCTURAL

STEEL RUNNER, FASTENED TO SUB FLOOR

METAL STUD FRAMING - REFERENCE CHART BELOW

FOR STUD SIZE

SLAB STRUCTURE OR DECKING ABOVE, FILL FLUTES

IF METAL DECK - REFERENCE STRUCTURAL

'X'

REFERENCE REFLECTED CEILING PLAN AND/OR

ROOM FINISH PLAN FOR CEILING HEIGHT/ELEVATION

DEFLECTION TRACK PACKED WITH COMPRESSIBLE

4PCF MINERAL WOOL, 1/4" MAXIMUM JOINT

ACTUAL DIMENSION 'X'

ACOUSTICAL RATING

STRUCTURE ABOVE

CEILING LINE

STUD SIZE

FLOOR LINE

PLAN

FIRE RESISTANCE AND DESIGN NUMBER

(SEE LIFE SAFETY FOR RATED ASSEMBLY LOCATIONS)

3 3/4"

SA2

2 1/2"

5 1/4"

SB4

7 1/4"

SB6

4" 6

DIAGONAL BRACING PER SPECIFICATION

M

IN4

'X'

(1) LAYER 5/8" TYPE X GYPSUM WALL BOARD EACH

SIDE OF STUD

BATT INSULATION (FULL CAVITY WIDTH)

FINISH FLOORING AND WALL BASE - REFERENCE

FINISH SCHEDULE

SUB FLOOR - REFERENCE STRUCTURAL

STEEL RUNNER, FASTENED TO SUB FLOOR

METAL STUD FRAMING - REFERENCE CHART BELOW

FOR STUD SIZE

REFERENCE REFLECTED CEILING PLAN AND/OR

ROOM FINISH PLAN FOR CEILING HEIGHT/ELEVATION

SLAB STRUCTURE OR DECKING ABOVE

4 7/8"

SB3

3 5/8"

ACTUAL DIMENSION 'X'

ACOUSTICAL RATING

STRUCTURE ABOVE

CEILING LINE

STUD SIZE

FLOOR LINE

PLAN

FIRE RESISTANCE AND DESIGN NUMBER

(SEE LIFE SAFETY FOR RATED ASSEMBLY LOCATIONS)

SB

3 3/4"

SB2

2 1/2"

4 5/8"

SC4

6 5/8"

SC6

4" 6

4 1/4"

SC3

3 5/8"

'X'

(1) LAYER 5/8" TYPE X GYPSUM WALL BOARD AT ONE

SIDE OF STUD - REFERENCE PLAN

ACOUSTICAL BATT INSULATION (FULL CAVITY WIDTH)

FINISH FLOORING AND WALL BASE - REFERENCE

FINISH SCHEDULE

SUB FLOOR - REFERENCE STRUCTURAL

STEEL RUNNER, FASTENED TO SUB FLOOR

METAL STUD FRAMING - REFERENCE CHART BELOW

FOR STUD SIZE

SLAB STRUCTURE OR DECKING ABOVE, FILL FLUTES

IF METAL DECK - REFERENCE STRUCTURAL

REFERENCE REFLECTED CEILING PLAN AND/OR

ROOM FINISH PLAN FOR CEILING HEIGHT/ELEVATION

DEFLECTION TRACK PACKED WITH COMPRESSIBLE

4PCF MINERAL WOOL, 1/4" MAXIMUM JOINT

CONTINUOUS SEALANT PER UL AND OR STC

ASSEMBLY

ACTUAL DIMENSION 'X'

ACOUSTICAL RATING

STRUCTURE ABOVE

CEILING LINE

STUD SIZE

FLOOR LINE

PLAN

FIRE RESISTANCE AND DESIGN NUMBER

(SEE LIFE SAFETY FOR RATED ASSEMBLY LOCATIONS)

SC

3 1/8"

SC2

2 1/2"

SD4 SD6

4 5/8" 6 5/8"

4" 6

4 1/4"

3 5/8"

SD3

M

IN4

'X'

FINISH FLOORING AND WALL BASE - REFERENCE

FINISH SCHEDULE

SUB FLOOR - REFERENCE STRUCTURAL

STEEL RUNNER, FASTENED TO SUB FLOOR

METAL STUD FRAMING - REFERENCE CHART BELOW

FOR STUD SIZE

REFERENCE REFLECTED CEILING PLAN AND/OR

ROOM FINISH PLAN FOR CEILING HEIGHT/ELEVATION

SLAB STRUCTURE OR DECKING ABOVE

(1) LAYER 5/8" TYPE X GYPSUM WALL BOARD AT ONE

SIDE OF STUD - REFERENCE PLAN

DIAGONAL BRACING PER SPECIFICATION

BATT INSULATION (FULL CAVITY WIDTH)

ACTUAL DIMENSION 'X'

ACOUSTICAL RATING

STRUCTURE ABOVE

CEILING LINE

STUD SIZE

FLOOR LINE

PLAN

FIRE RESISTANCE AND DESIGN NUMBER

(SEE LIFE SAFETY FOR RATED ASSEMBLY LOCATIONS)

SD

3 1/8"

2 1/2"

SD2

6 1/2"

SE4

8 1/2"

SE6

4" 6

'X'

(2) LAYERS 5/8" TYPE X GYPSUM WALL BOARD EACH

SIDE OF STUD

FINISH FLOORING AND WALL BASE - REFERENCE

FINISH SCHEDULE

SUB FLOOR - REFERENCE STRUCTURAL

STEEL RUNNER, FASTENED TO SUB FLOOR

METAL STUD FRAMING - REFERENCE CHART BELOW

FOR STUD SIZE

SLAB STRUCTURE OR DECKING ABOVE, FILL FLUTES

IF METAL DECK

REFERENCE REFLECTED CEILING PLAN AND/OR

ROOM FINISH PLAN FOR CEILING HEIGHT/ELEVATION

DEFLECTION TRACK PACKED WITH COMPRESSIBLE

4PCF MINERAL WOOL, 1/4" MAXIMUM JOINT

BATT INSULATION (FULL CAVITY WIDTH)

CONTINUOUS SEALANT PER UL AND OR STC

ASSEMBLY

ACTUAL DIMENSION 'X'

ACOUSTICAL RATING

STRUCTURE ABOVE

CEILING LINE

STUD SIZE

FLOOR LINE

PLAN

FIRE RESISTANCE AND DESIGN NUMBER

(SEE LIFE SAFETY FOR RATED ASSEMBLY LOCATIONS)

SE

6 1/8"

SE3

3 5/8"

5"

SE2

2 1/2"

5 7/8"

SF4

7 7/8"

SF6

4" 6

'X'

(2) LAYERS ON ONE SIDE - (1) LAYER ON OPPOSITE

SIDE 5/8" TYPE X GYPSUM WALL BOARD

FINISH FLOORING AND WALL BASE - REFERENCE

FINISH SCHEDULE

SUB FLOOR - REFERENCE STRUCTURAL

STEEL RUNNER, FASTENED TO SUB FLOOR

METAL STUD FRAMING - REFERENCE CHART BELOW

FOR STUD SIZE

SLAB STRUCTURE OR DECKING ABOVE, FILL FLUTES

IF METAL DECK - REFERENCE STRUCTURAL

REFERENCE REFLECTED CEILING PLAN AND/OR

ROOM FINISH PLAN FOR CEILING HEIGHT/ELEVATION

DEFLECTION TRACK PACKED WITH COMPRESSIBLE

4PCF MINERAL WOOL, 1/4" MAXIMUM JOINT

BATT INSULATION (FULL CAVITY WIDTH)

CONTINUOUS SEALANT PER UL AND OR STC

ASSEMBLY

ACTUAL DIMENSION 'X'

ACOUSTICAL RATING

STRUCTURE ABOVE

CEILING LINE

STUD SIZE

FLOOR LINE

PLAN

FIRE RESISTANCE AND DESIGN NUMBER

(SEE LIFE SAFETY FOR RATED ASSEMBLY LOCATIONS)

SF

4 3/8"

SF2

2 1/2"

5 1/2"

SF3

3 5/8"

GYPSUM WALL BOARD:

LOCATE CONTROL JOISTS AS FOLLOWS:

A. PROVIDE CONTROL JOINTS IN WIDTHS NO GREATER THAN 30’-0” OC, BUT NO LESS

THAN 16’-0”.

B. INSTALL CONTROL JOINTS ACCORDING TO ASTM C 840 AND IN SPECIFIC

LOCATIONS APPROVED BY ARCHITECT FOR VISUAL EFFECT.

C. SUBMIT CONTROL JOINT LOCATION PLAN TO ARCHITECT FOR REVIEW PRIOR TO

INSTALLATION.

D. PROVIDE CONTROL JOINTS ABOVE DOOR JAMBS WHENEVER POSSIBLE.

EW-01 BRICK

SECTION

PLAN

BRICK TIE

5/8" GYPSUM BOARD

2" AIR GAP

1 1/2" RIGID INSULATION, MIN R-7.5

5/8" FIBERGLASS-MAT FACED GYPSUM

SHEATHING

R-13 BATT INSULATION

2"

BRICK TIE

WEATHER BARRIER SYSTEM

COLD- FORMED METAL FRAMING

COLD- FORMED METAL FRAMING

WEATHER BARRIER SYSTEM

BRICK, REFERENCE EXTERIOR ELEVATION FOR FINISH

EW-02 CMU

SECTION

PLAN

5/8" GYPSUM BOARD

2" AIR GAP

1 1/2" RIGID INSULATION, MIN R-7.5

5/8" FIBERGLASS-MAT FACED GYPSUM

SHEATHING

R-13 BATT INSULATION

WEATHER BARRIER SYSTEM

COLD- FORMED METAL FRAMING

COLD- FORMED METAL FRAMING

SPLIT FACE CMU

WEATHER BARRIER SYSTEM

RF-01 ROOF

6" RIGID INSULATION, MIN R-30

STEEL DECKING, SEE STRUC

REFERENCE RCP FOR

CEILING TYPE

1/2" HIGH DENSITY POLYISO COVER BOARD

FULLY ADHERED PVC MEMBRANE

EW-03 METAL PANEL

SECTION

PLAN

5/8" GYPSUM BOARD

1 1/2" RIGID INSULATION, MIN R-7.5

5/8" FIBERGLASS-MAT FACED GYPSUM

SHEATHING

R-13 BATT INSULATION

COLD- FORMED METAL FRAMING

COLD- FORMED METAL FRAMING

WEATHER BARRIER SYSTEM

EXTERIOR MCM METAL PANEL CLADDING

EXTERIOR MCM METAL PANEL CLADDING

RF-02 ROOF

1/2" FRT PLYWD SHEATHING

STEEL DECKING, SEE STRUC

1/2" HIGH DENSITY POLYISO COVER BOARD

METAL PANEL SOFFIT

COLD FORM METAL FRAMING

FULLY ADHERED PVC MEMBRANE

WEATHER BARRIER SYSTEM

EW-04 METAL PANEL COLUMN WRAP

SECTION

PLAN

5/8" FIBERGLASS-MAT FACED GYPSUM

SHEATHING

WEATHER BARRIER SYSTEM

COLD- FORMED METAL FRAMING

COLD- FORMED METAL FRAMING

WEATHER BARRIER SYSTEM

VARY AS REQ TO ACCOMODATE STRUCTURE

EXTERIOR MCM METAL PANEL CLADDING

EXTERIOR MCM METAL PANEL CLADDING

SHEET TITLE:

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ASSEMBLIES &

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BRIDGING DOCUMENTS

GENERAL PARTITION NOTES

CONTROL JOINT NOTES

HC

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AN

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PROJECT

NORTH

10' - 0"

30' - 0"

SHEET TITLE:

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U R

E

T H

E S

E M

A T

E R

IA

LS

A R

E T

O B

E U

S E

D O

N

LY

W

IT

H R

E S

P E

C T

T O

T H

IS

P

R O

JE

C

T A

N D

N O

T T

O B

E U

S E

D W

IT

H

A N

Y O

T H

E R

P R

O

JE

C T

W

IT

H

T H

E E

X C

E P

T

IO

N O

F O

N E

C O

N T

R A

C T

S E

T F

O R

E A

C H

P A

R T

Y T

O T

H E

C O

N T

R A

C T

S

U C

H D

O C

U M

E N

T S

A R

E T

O B

E R

E T

U R

N

S U

IT

A

B

LY

A C

C O

U N

T E

D F

O R

T O

M C

M

IL

L A

N P

A Z

D A

N S

M

IT

H A

R C

H

IT

E C

T U

R E

U P

O N

C O

M P

L E

T

IO

N O

F T

H E

P R

O

JE

C T

S

U B

M

IS

S

IO

N O

R D

IS

T

R

IB

U T

IO

N

T O

M E

E T

O F

F

IC

IA

L

R E

G U

LA

T

O R

Y R

E Q

U

IR

E M

E N

T S

O R

F O

R O

T H

E R

P U

R P

O S

E S

I N

C O

N N

E C

T

IO

N W

IT

H

T H

E P

R O

JE

C

T

IS

N O

T T

O B

E C

O N

S T

R U

E D

A S

P U

B

LI

C A

T

IO

N

IN

D E

R O

G A

T

IO

N O

F M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T O

R O

T H

E R

R E

S E

R V

E D

R

IG

H T

S

C O

P Y

R

IG

H T

M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H

A

LL

R

IG

H T

S R

E S

E R

V E

D

CONSULTANT LOGO

B

C

D

SEALS

NOT F

OR C

ONSTRUCTIO

N

PHASE:

ISSUE DATE:

/1

/2

:1 :4

P

M m p s \s

\P ro je c ts

\A T

L \0

.0

C o b b D o u g la s P u b lic

H e a lt h

D o u g la s v ill

\D ra w in g s

C e n tr a l M o d e l\ A rc h C o b b -D o u g la s P u b lic

H e a lt h S e le c te d O p ti o n .r v t

DEMOLITION SITE

PLAN

A010 025135.00

CC

H E

A L

T H

D E

P A

R T

M E

N T

E X

P A

N S

IO

N

S E

LM

A

N D

R

D O

U G

LA

S

V

IL

LE

G A

JA

WB

D O

U G

LA

S

C O

U N

T Y

P U

B L

IC

H

E A

LT

H

D E

P A

R T

M E

N T

05.18.2026

BRIDGING DOCUMENTS

1" = 20'-0"A010

A5 DEMOLITION SITE PLAN

DEMO KEYNOTES

KEY DESCRIPTION

1 PUBLIC HEALTH DEPARTMENT BUILDING SHOWN SHADED

2 EXISTING SELMAN LIBRARY - NOT WITHIN SCOPE

3 EXISTING STORAGE BUILDING TO REMAIN

4 EXISTING PARKING LOT AND DRIVEWAYS TO REMAIN

5 SITE SETBACKS

6 EXISTING UTILITY EASEMENT APPROX LOCATION

7 REMOVE EXISTING RAMPED CURB

DEMO EXISTING ASPHALT AND CURBS - PREP AREA TO RECEIVE NEW SLAB OR DRIVEWAY AS

INDICATED ON PROPOSED SITE PLAN

9 REMOVE EXISTING CURB AND GUTTER

10 EXISTING PAVING TO REMAIN

HC

DRIVE-THRU

SELM

AN

D R

IV

E

PROJECT

NORTH

10' - 0"

30' - 0"

PUBLIC HEALTH

DEPARTMENT ADDITION

SHEET TITLE:

SHEET NO. PROJ. NO.

DRAWN BY:

PROJECT ARCHITECT:

PRINCIPAL IN CHARGE:

SHEET ISSUE:

A

5 4 3 2 1

5 4 3 2 1

A L

L D

R A

W

IN

G S

S

P E

C

IF

IC

A

T

IO

N S

A N

D C

O P

IE

S

T H

E R

E O

F F

U R

N

IS

H E

D B

Y M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H A

R C

H

IT

E C

T U

R E

A R

E A

N D

S H

A

LL

R E

M A

IN

T

H E

P R

O P

E R

T Y

O F

M C

M

IL

LA

N

P A

Z D

A N

S M

IT

H

A R

C H

IT

E

C T

U R

E

T H

E S

E M

A T

E R

IA

LS

A R

E T

O B

E U

S E

D O

N

LY

W

IT

H R

E S

P E

C T

T O

T H

IS

P

R O

JE

C

T A

N D

N O

T T

O B

E U

S E

D W

IT

H

A N

Y O

T H

E R

P R

O

JE

C T

W

IT

H

T H

E E

X C

E P

T

IO

N O

F O

N E

C O

N T

R A

C T

S E

T F

O R

E A

C H

P A

R T

Y T

O T

H E

C O

N T

R A

C T

S

U C

H D

O C

U M

E N

T S

A R

E T

O B

E R

E T

U R

N

S U

IT

A

B

LY

A C

C O

U N

T E

D F

O R

T O

M C

M

IL

L A

N P

A Z

D A

N S

M

IT

H A

R C

H

IT

E C

T U

R E

U P

O N

C O

M P

L E

T

IO

N O

F T

H E

P R

O

JE

C T

S

U B

M

IS

S

IO

N O

R D

IS

T

R

IB

U T

IO

N

T O

M E

E T

O F

F

IC

IA

L

R E

G U

LA

T

O R

Y R

E Q

U

IR

E M

E N

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O R

F O

R O

T H

E R

P U

R P

O S

E S

I N

C O

N N

E C

T

IO

N W

IT

H

T H

E P

R O

JE

C

T

IS

N O

T T

O B

E C

O N

S T

R U

E D

A S

P U

B

LI

C A

T

IO

N

IN

D E

R O

G A

T

IO

N O

F M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T O

R O

T H

E R

R E

S E

R V

E D

R

IG

H T

S

C O

P Y

R

IG

H T

M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H

A

LL

R

IG

H T

S R

E S

E R

V E

D

CONSULTANT LOGO

B

C

D

SEALS

NOT F

OR C

ONSTRUCTIO

N

PHASE:

ISSUE DATE:

/1

/2

:1 :4

P

M m p s \s

\P ro je c ts

\A T

L \0

.0

C o b b D o u g la s P u b lic

H e a lt h

D o u g la s v ill

\D ra w in g s

C e n tr a l M o d e l\ A rc h C o b b -D o u g la s P u b lic

H e a lt h S e le c te d O p ti o n .r v t

ARCHITECTURAL SITE

PLAN

A011 025135.00

CC

H E

A L

T H

D E

P A

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M E

N T

E X

P A

N S

IO

N

S E

LM

A

N D

R

D O

U G

LA

S

V

IL

LE

G A

JA

WB

D O

U G

LA

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C O

U N

T Y

P U

B L

IC

H

E A

LT

H

D E

P A

R T

M E

N T

05.18.2026

BRIDGING DOCUMENTS

1" = 20'-0"A011

A5 PROPOSED SITE PLAN

SHEET KEYNOTES

KEY DESCRIPTION

1 PUBLIC HEALTH DEPARTMENT BUILDING SHOWN SHADED, ADDITION SHOWN HATCHED

2 EXISTING SELMAN LIBRARY - NOT WITHIN SCOPE

3 REMILL AND RESTRIPE EXISTING PARKING LOT

3 REMILL AND RESTRIPE EXISTING PARKING LOT

4 NEW CURB AND GUTTER AND ASPHALT INFILL

5 NEW PAVERS ON SAND BASE ON TOP OF EXISTING ASPHALT

6 NEW DRIVE-THRU CAR INSTALLATION BAY WITH COVERED ACCESS

7 NEW SIDEWALK INFILL ON TOP OF EXISTING ASPHALT

8 NEW RAMPED SIDEWALK FOR ADA ACCESS

9 SITE FENCE WITH GATE

10 RUN MOTION SENSING FLOODLIGHT TO COMMUNITY GARDEN

A060

D4

A060 C5

A060C3

MECHANICAL

CONFERENCE ROOM

137A

WAITING AREA

WAITING AREA

LOBBY

STAFF AREA

STAFF AREA

104B

CHILDREN'S EXAM

STAFF

WOMEN'S PUBLIC

RESTROOM

MEN'S PUBLIC

RESTROOM

LAB

RECORDS

WAITING AREA

TOILET

TOILET

ELECTRICAL

TOILET

TOILET

TOILET

OFFICE

TEAM LEADER

CLIENT AREA

104A

VESTIBULE

JAN

STORAGE

TOILET

TOILET

BREAK ROOM

132A

OFFICE

132B

OFFICE

137B

OFFICE

OFFICE

140B

OFFICE

140A

OFFICE

142B

OFFICE

142A

OFFICE

OFFICE

OFFICE

STAFF AREA

CHILDREN'S EXAM

CHILDREN'S EXAM

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

OFFICE

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

EXAM

EXAM

EXAM

COMPUTER ROOM

UTILITY

STOR

145A

ROOM

STOR

STOR

STOR

143A

ROOM

/4

A060

B4

4 6 8 4 6 8 4 6 8

4 8

4 6 8

4 6 8

4 6 8

4 6

4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 4 4

6 8

6 8

6 8

PROJECT

NORTH

WIC

SERVICES

RECEPTION

AND PAYMENT

6 8

6 8

A300 A5

6 6

13' - 1 1/8" 5' - 7 7/8"

16' - 3 1/2" 31' - 6 1/2"

15' - 1 3/8" 14' - 9 1/2" 4' - 3 3/8"

DEMO LEGEND

EXISTING TO REMAIN SHOWN SHADED

EXISTING TO BE DEMOLISHED

EXISTING DOOR TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

SHEET TITLE:

SHEET NO. PROJ. NO.

DRAWN BY:

PROJECT ARCHITECT:

PRINCIPAL IN CHARGE:

SHEET ISSUE:

A

5 4 3 2 1

5 4 3 2 1

A L

L D

R A

W

IN

G S

S

P E

C

IF

IC

A

T

IO

N S

A N

D C

O P

IE

S

T H

E R

E O

F F

U R

N

IS

H E

D B

Y M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H A

R C

H

IT

E C

T U

R E

A R

E A

N D

S H

A

LL

R E

M A

IN

T

H E

P R

O P

E R

T Y

O F

M C

M

IL

LA

N

P A

Z D

A N

S M

IT

H

A R

C H

IT

E

C T

U R

E

T H

E S

E M

A T

E R

IA

LS

A R

E T

O B

E U

S E

D O

N

LY

W

IT

H R

E S

P E

C T

T O

T H

IS

P

R O

JE

C

T A

N D

N O

T T

O B

E U

S E

D W

IT

H

A N

Y O

T H

E R

P R

O

JE

C T

W

IT

H

T H

E E

X C

E P

T

IO

N O

F O

N E

C O

N T

R A

C T

S E

T F

O R

E A

C H

P A

R T

Y T

O T

H E

C O

N T

R A

C T

S

U C

H D

O C

U M

E N

T S

A R

E T

O B

E R

E T

U R

N

S U

IT

A

B

LY

A C

C O

U N

T E

D F

O R

T O

M C

M

IL

L A

N P

A Z

D A

N S

M

IT

H A

R C

H

IT

E C

T U

R E

U P

O N

C O

M P

L E

T

IO

N O

F T

H E

P R

O

JE

C T

S

U B

M

IS

S

IO

N O

R D

IS

T

R

IB

U T

IO

N

T O

M E

E T

O F

F

IC

IA

L

R E

G U

LA

T

O R

Y R

E Q

U

IR

E M

E N

T S

O R

F O

R O

T H

E R

P U

R P

O S

E S

I N

C O

N N

E C

T

IO

N W

IT

H

T H

E P

R O

JE

C

T

IS

N O

T T

O B

E C

O N

S T

R U

E D

A S

P U

B

LI

C A

T

IO

N

IN

D E

R O

G A

T

IO

N O

F M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T O

R O

T H

E R

R E

S E

R V

E D

R

IG

H T

S

C O

P Y

R

IG

H T

M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H

A

LL

R

IG

H T

S R

E S

E R

V E

D

CONSULTANT LOGO

B

C

D

SEALS

NOT F

OR C

ONSTRUCTIO

N

PHASE:

ISSUE DATE:

/1

/2

:1 :5

P

M m p s \s

\P ro je c ts

\A T

L \0

.0

C o b b D o u g la s P u b lic

H e a lt h

D o u g la s v ill

\D ra w in g s

C e n tr a l M o d e l\ A rc h C o b b -D o u g la s P u b lic

H e a lt h S e le c te d O p ti o n .r v t

LEVEL 1 DEMOLITION

PLAN

A031 025135.00

CC

H E

A L

T H

D E

P A

R T

M E

N T

E X

P A

N S

IO

N

S E

LM

A

N D

R

D O

U G

LA

S

V

IL

LE

G A

JA

WB

D O

U G

LA

S

C O

U N

T Y

P U

B L

IC

H

E A

LT

H

D E

P A

R T

M E

N T

05.18.2026

BRIDGING DOCUMENTS

1/8" = 1'-0"A031

A5 DEMOLITION FLOOR PLAN

DEMO KEYNOTES

# DESCRIPTION

1 REMOVE EXISTING WALLS SHOWN DASHED - STABILIZE STRUCTURE TO REMAIN IN LOCATIONS

WHERE NECESSARY.

2 DEMOLISH STANDING SEAM MANSARD ROOF AND SUPPORTING STRUCTURE. EXISTING PARAPET

BEHIND MANSARD ROOF TO REMAIN. EXISTING BRICK TO REMAIN IF PRESENT.

3 REMOVE PORTION OF EXISTING WALL - PREP AREA TO RECEIVE DOOR.

4 REMOVE EXISTING FURNITURE, FIXTURES, INTERIOR FINISHES, AND EQUIPMENT.

6 REMOVE EXISTING PLUMBING FIXTURES - SALVAGE DRINKING FOUNTAINS FOR REUSE.

7 REMOVE EXISTING STOREFRONT WINDOW AND TRIM.

8 REMOVE EXISTING MILLWORK SHOWN DASHED.

9 REMOVE EXISTING EXTERIOR CARPORT STRUCTURE. EXISTING SLAB TO REMAIN.

10 REMOVE DRYWALL AND WOOD FURRING AT WALL INDICATED - ASSESS EXTENT OF TERMITE DAMAGE

AND TAKE MEASURES TO ADDRESS AREAS OF CONCERN.

11 EXISTING GRID TO REMAIN.

12 REMOVE EXISTING CEILING TILES.

13 REMOVE EXISTING ACT GRID.

14 REMOVE EXISTING LIGHTING FIXTURES AND CEILING-MOUNTED SENSORS.

15 REMOVE EXISTING GYP BD CEILING.

16 ASSESS CRACKS IN STRUCTURAL CMU WALL AND DEMO AREAS AS NECESSARY - DETERMINE BEST

PROCESS OF MITIGATION DURING CONSTRUCTION.

12 12

13 14

11 12 14 11 12 14 11 12 14 11 12 14 11 12 14

11 12 14

12 13 14

MECHANICAL

CONFERENCE ROOM

137A

WAITING AREA

WAITING AREA

LOBBY

STAFF AREA

STAFF AREA

104B

WIC

SERVICES

CHILDREN'S EXAM

STAFF

WOMEN'S PUBLIC

RESTROOM

MEN'S PUBLIC

RESTROOM

RECEPTION

AND PAYMENT

LAB

RECORDS

WAITING AREA

115 TOILET

TOILET

ELECTRICAL

TOILET

TOILET

TOILET

OFFICE

TEAM LEADER

CLIENT AREA

104A

VESTIBULE

JAN

STORAGE

TOILET

TOILET

BREAK ROOM

132A

OFFICE

132B

OFFICE

137B

OFFICE

OFFICE

140B

OFFICE

140A

OFFICE

142B

OFFICE

142A

OFFICE

OFFICE

OFFICE

STAFF AREA

CHILDREN'S EXAM

CHILDREN'S EXAM

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

OFFICE

ADULTS' EXAM

ADULTS' EXAM

ADULTS' EXAM

EXAM

EXAM

EXAM

COMPUTER ROOM

UTILITY

STOR

145A

ROOM

STOR

STOR

STOR

143A

ROOM

PROJECT

NORTH

11 12 14

11 12 14

11 12 14

12 13 14

12 13 14

12 14 12 14

14 15

12 13 14

12 13 14

11 12 1411 12 1411 12 14

12 13 14

11 12 14

11 12 14

11 12 14

12 13 14

11 12 14

11 12 14

14 15

13 13

12 13 14

12 13 14

12 13 14

12 13 14

12 13 14

EXISTING STORAGE SHED

DEMO LEGEND

EXISTING TO REMAIN SHOWN SHADED

EXISTING TO BE DEMOLISHED

EXISTING DOOR TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

SHEET TITLE:

SHEET NO. PROJ. NO.

DRAWN BY:

PROJECT ARCHITECT:

PRINCIPAL IN CHARGE:

SHEET ISSUE:

A

5 4 3 2 1

5 4 3 2 1

A L

L D

R A

W

IN

G S

S

P E

C

IF

IC

A

T

IO

N S

A N

D C

O P

IE

S

T H

E R

E O

F F

U R

N

IS

H E

D B

Y M

C M

IL

LA

N P

A Z

D A

N S

M

IT

H A

R C

H

IT

E C

T U

R E

A R

E A

N D

S H

A

LL

R E

M A

IN

T

H E

P R

O P

E R

T Y

O F

M C

M

IL

LA

N

P A

Z D

A N

S M

IT

H

A R

C H

IT

E

C T

U R

E

T H

E S

E M

A T

E R

IA

LS

A R

E T

O B

E U

S E

D O

N

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W

IT

H R

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P E

C T

T O

T H

IS

P

R O

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C

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N O

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D W

IT

H

A N

Y O

T H

E R

P R

O

JE

C T

W

IT

H

T H

E E

X C

E P

T

IO

N O

F O

N E

C O

N T

R A

C T

S E

T F

O R

E A

C H

P A

R T

Y T

O T

H E

C O

N T

R A

C T

S

U C

H D

O C

U M

E N

T S

A R

E T

O B

E R

E T

U R

N

S U

IT

A

B

LY

A C

C O

U N

T E

D F

O R

T O

M C

M

IL

L A

N P

A Z

D A

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M

IT

H A

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H

IT

E C

T U

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U P

O N

C O

M P

L E

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N O

F T

H E

P R

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C T

S

U B

M

IS

S

IO

N O

R D

IS

T

R

IB

U T

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N

T O

M E

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O F

F

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