26_020_LH Attachment B_MBC Code Enforcement O.pdf

PDF 18 MB Posted Oct 28, 2025

Attached to: 26-020-LH Renovation of Code Enforcement Offices (12/4/25)
Solicitation number: PE-61100-NONST-2026-000000101
Issued by: Bibb County, Georgia

About this file

Written by GovTribe AI · May 1, 2026

Summary of Contract Documents for Macon-Bibb County Code Enforcement Offices Renovation

This is a comprehensive set of architectural and engineering design documents for the renovation of Code Enforcement Offices located on the second floor of City Hall in Macon, Georgia, prepared for the Macon-Bibb County government. The project involves the renovation of approximately 3,646 net square feet of space within the existing building at the corner of First and Poplar Streets, with design occupant loads of 38 people across multiple office configurations. The scope of work encompasses architectural design, structural modifications, mechanical systems installation, plumbing upgrades, electrical work, fire protection systems, and life safety improvements in compliance with the 2018 International Building Code with Georgia Amendments, the 2018 International Fire Code, the 2019 NFPA 72 Fire Alarm Code, and the 2010 ADA Standards. The sealed bid submission deadline is December 4, 2025, at 12:00 PM with public bid opening at 2:00 PM the same day. A mandatory pre-bid conference is scheduled for November 12, 2025, at 11:00 AM, and the deadline for submitting written questions is November 14, 2025, at 3:00 PM.

The bid documents, including working drawings and specifications, are available through the Georgia Procurement Registry and the Macon-Bibb County Procurement Department website. A bid bond in the amount of not less than five percent of the total base bid is required as a condition of bid consideration. The project includes new mini-split air conditioning units, hot water systems, plumbing fixtures, mechanical ventilation with duct work and exhaust fans, fire alarm systems, emergency lighting, new doors with fire-rated frames, accessibility modifications, and interior finishes including resilient flooring and acoustical ceiling treatments. The design documents specify multiple consultants including BTBB Inc. Architects, Total Engineering (plumbing and mechanical), Pi-Tech Structural Engineers, and Electrical Design Consultants, all located in Macon, Georgia. Minority, Women Owned, and Disadvantaged Business Enterprises are encouraged to participate and utilize subcontractors where feasible.

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Other files

File	Type	Posted
26_020_LH_ Addendum_1.pdf	PDF	Oct 28, 2025
26_020_LH Attachment A.pdf	PDF	Oct 28, 2025
26_020_LH_ Renovation for Code Enforcement Of.pdf	PDF	Oct 28, 2025
26_020_LH_ Addendum_4.pdf	PDF	Oct 28, 2025
26_020_LH Official Bid Tabulation (2).pdf	PDF	Oct 28, 2025
26_020_LH_ Plans _2 City Hall Floor.pdf	PDF	Oct 28, 2025
26_020_LH_ Addendum_3.pdf	PDF	Oct 28, 2025
26_020_LH_ Addendum_2.pdf	PDF	Oct 28, 2025
26_020_LH Official Bid Tabulation (2)Revised.pdf	PDF	Oct 28, 2025
26_020_LH_Plans City Hall Floor.pdf	PDF	Oct 28, 2025
26_020_LH PLANS 1ST FLOOR GOV_T CENTER COLOR .pdf	PDF	Oct 28, 2025
26_020_LH Pre Bid Sign In Sheet.pdf	PDF	Oct 28, 2025
26_020_LH NOTICE OF SOLICITATION ACTION.pdf	PDF	Oct 28, 2025

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MECHANICAL / PLUMBING / FIRE PROTECTION

Total Engineering

Macon, Georgia 31201 169 New Street

Rules and Regulations of the Safety Fire Commissioner Chapter 120-3-3

Safety Fire Commissioner Chapter 120-3-20.-02(2)(b) as adopted and amended by the Rules and Regulations of the

2010 Americans with Disabilities Act Standards for Accessible Design

Georgia Amendments

2015 International Energy Conservation Code with

2023 National Electrical Code

Fire Code Commissioner Chapter 120-3-3.-04(53) adopted and amended by the Rules and Regulations of the Safety

2019 edition of NFPA 72 (National Fire Alarm and Signaling Code), as of the Safety Fire Code Commissioner Chapter 120-3-3.-04(10)

Systems), as adopted and amended by the Rules and Regulations

2019 edition of NFPA 13 (Standard for the Installation of Sprinkler

2018 International Plumbing Code with Georgia Amendments

2018 International Mechanical Code with Georgia Amendments

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

Regulations of the Safety Fire Code Commissioner

2018 Life Safety Code as adopted and amended by the Rules and

Chapter 120-3-3.-04(3)

Rules and Regulations of the Safety Fire Code Commissioner

2018 International Fire Code as adopted and amended by the

2018 International Building Code with Georgia Amendments

CONSULTANTS :

BUILDING CODE ANALYSIS :

APPLICABLE CODES

AUTO SPRINKLER SYSTEM:

FIRE ALARM SYSTEM:

DEFFERED SUBMITTALS (Separate permit)

BUILDING DATA

CONSTRUCTION TYPE:

CLASSIFICATION(S):

LIFE SAFETY CODE USE

OCCUPANCY TYPE:

TOTAL BUILDING AREA:

DESIGN OCCUPANT LOAD:

CHANGE OF USE:

ELECTRICAL

Electrical Design Consultants

Macon, Georgia 31201 175 New Street, Suite 1

IBC

PROJECT TITLE :

PROJECT NARRATIVE:VICINITY MAP :

DRAWING INDEX : 27 TOTAL

GENERAL INFORMATION - 5

ARCHITECTURAL - 5

A8.1

A7.1

A2.1

A1.1

EX1.1

Partial Second Floor Reflected Ceiling Plan

Interior Elevations & Cabinet Details

Finish & Material Schedule, Door Types & Details

Partial First and Second Floor Plans

Partial Existing Second Floor Plan

LS1.1

G1.4

G1.3

G1.2

G1.1

Life Safety Floor Plan

Drawing Specifications

General Information

Title Sheet, Drawing Index & Code Summary

PLUMBING - 3

MECHANICAL - 5

ELECTRICAL - 8

E5.2

E5.1

E4.1

E3.1

E2.1

E1.2

E1.1

E0.1

Electrical Details & Schedules

Power Riser Diagram & Electrical Details

Partial First Floor Plan - Electrical

Partial Second Floor Plan - Power & Systems

Partial Second Floor Plan - Lighting

Partial First Floor Plan - Electrical Demolition

Partial Second Floor Plan - Electrical Demolition

Electrical Legend, Specifications & Schedules

RENOVATIONS FOR

MBC CODE ENFORCEMENT OFFICES

2ND FLOOR / CITY HALL

CORNER FIRST & POPLAR ST. MACON, GA

CITY HALL

OFFICES /

ENFORCEMENT

MBC CODE

Code Summary Title Sheet &

G1.1

P2.1

P2.0

P0.1

Plumbing Plan - Water

Plumbing Plan - Sewer

Plumbing Specifications

M2.0

M1.0

M0.3

M0.2

M0.1

Existing Mechanical Plan

Mechanical Plan

Mechanical Details

Mechanical Schedules

Mechanical Specifications

YES

COMMAND CENTER

Permit Set

917 S.F. / 50 S.F. PER PERSON = 19 PEOPLE

2ND FLOOR = 3,646 S.F.

REMAINDER OF AREA 2,729 S.F. / 150 S.F. PER PERSON = 19 PEOPLE

TOTAL = 38 PEOPLE

FIRST STREET ELEVATION

NO SCALE

Business

Business (B)

FIRE ALARM SYSTEM

YES

enforcement offices on the main floor.

offices. These new offices are in addition to code for Macon-Bibb County Code Enforcement

Renovation of former Detectice Bureau space

Type 2-A

STRUCTURAL

Pi-Tech Structural Engineers

Macon, Georgia 31210 115 Forest Hill Road

STRUCTURAL - 1

S1 General Notes & Structural Details

R E

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F O

M B

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.d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

of liability and risk sole the at is drawing this on information the of use Any use. future any for professional design the of approval and review any implies drawing this of use the that indicate to or exact are etc details, dimensions, all that anyone to guarantee or warranty express any provide to construed be not should drawing this of delivery The

478.742.1208 / www.btbbinc.com

609 Cherry Street, Macon, GA 31201

2-14-2025 Permit Set

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

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CLEARANCES AT DOORS

STANDARD ADA MANEUVERING

X Y

ADA NOTES :

HC.

M A

2'-0" 1'-0"

STANDARD WHEELCHAIR ACCESSIBLE STALLS

STANDARD ADA CLEARANCES

56" MIN.

59" MIN.

42" MIN.

COMPARTMENT

ACCESSIBLE TOILET

STANDARD AMBULATORY

TYPICAL ADA WHEELCHAIR REACH RANGES

"AMERICANS WITH DISABILITIES ACT".

ALL HANDICAPPED ACCESSORIES AND FIXTURES SHALL CONFORM TO THE

THE FOLLOWING NOTES FROM THE ADA GUIDELINES SHALL BE USED

ABOVE FINISHED FLOOR.

DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAT 4'-0"

USABLE FROM BOTH SIDES. HARDWARE REQUIRED FOR ACCESSIBLE

FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND

HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS ARE

OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND U-SHAPED

TIGHT GRASPING OR TWISTING OF THE WRIST TO OPERATE. LEVER -

THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE

OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE

DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS AND OTHER 4.13.9

4.13.10

MEASURED TO THE LEADING EDGE OF THE DOOR.

SECONDS TO MOVE TO A POINT 3 IN FROM THE LATCH,

POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3

OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN

DOOR CLOSER. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD

4.13.11

(B) INTERIOR HINGED DOORS: 5 LBS.

(A) EXTERIOR HINGED DOOR: (RESERVED).

(2) OTHER DOORS.

ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.

(1) FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE

PULLING OPEN A DOOR SHALL BE AS FOLLOW:

DOOR OPENING FORCE. THE MAXIMUM FORCE FOR PUSHING AND

MAY HOLD THE DOOR IN A CLOSED POSITION.

RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO

FRONT EDGE OF THE FOUNTAIN.

BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE

FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST

UNDER THE FLOW OF WATER. ON AN ACCESSIBLE DRINKING

HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS

THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4"

PARALLEL OR NEARLY PARLLEL TO THE FRONT OF THE UNIT.

SHALL DIRECT THE WATER FLOW IN A TRAJECTORY THAT IS

WATER COOLERS SHALL BE AT THE FRONT OF THE UNIT AND

SPOUT LOCATION. THE SPOUTS OF DRINKING FOUNTAINS AND4.15.3

4.16.6

DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED.

THIS SHEET. DISPENSERS THAT CONTROL DELIVERY, OR THAT

WITHIN REACH, AS SHOWN ON WATER CLOSET DRAWING

DISPENSERS. TOILET PAPER DISPENSERS SHALL BE INSTALLED

4.17.5

REDUCED TO A MINIMUM OF 3'-6"

DOOR SIDE OF THE STALL AND ANY OBSTRUCTION MAY BE

THE LATCH SIDE OF THE STALL DOOR, CLEARANCE BETWEEN THE

SHALL COMPLY WITH 4.13. IF TOILET STALL APPROACH IS FROM

DOORS. TOILET STALL DOORS, INCLUDING DOOR HARDWARE,

4.18.3

WITH 2'-5" CLEARANCE BETWEEN THEM.

THE FRONT EDGE OF THE URINAL RIM MAY BE PROVIDED

ACCESSIBLE ROUTE SHIELDS THAT DO NOT EXTEND BEYOND

APPROACH. THIS CLEAR SPACE SHALL JOIN OR OVERLAP AN

SHALL BE PROVIDED IN FRONT OF URINALS TO ALLOW FORWARD

CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE 2'-6" BY 4'-0"

4.19.4

BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL

UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE

EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES

4.27.4

GREATER THAN 5 LBS.

FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO

GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE

OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT

OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE

GRAB BARS

BLOCKING FOR

PROVIDE SOLID

GRAB BAR

WATER CLOSET

GRAB BAR

WATER CLOSETS DISPENSER

TOILET TISSUE

A D

U L

C H

R E

CLEARANCES

LAVATORY

WATER PIPES

AND EXPOSED HOT

INSULATE TRAP

MIRROR

DISPENSER

SOAP

DISPENSER

PAPER TOWEL

CLEARANCE

6" MAX. TOE

TO WALL

ON HANDRAIL

RETURN END

CLEARANCE

MIN. KNEE

CLEARANCE

MIN. KNEE

CLEARANCES

FOUNTAINS

DRINKING

17" TO 19"

AREA

IN SHADED

PERMITTED

EQUIPMENT

CLEARANCE

6" MAX. TOE

URINAL

MIRROR

DEPTH

MIN.

A X

LIMITS: HIGH AND LOW

UNOBSTRUCTED SIDE REACH

LIMITS: HIGH AND LOW

UNOBSTRUCTED FORWARD REACH HANDRAIL

TO WALL

ON HANDRAIL

RETURN END

2 RAILS ARE NOT USED

34" AT ALL LOCATIONS WHERE

ADULT HANDRAIL HT. SHALL BE

* NOTE:

BOTTOM OF RUN

EXTENSION AT

TOP OF RUN

EXTENSION AT

STAIR HANDRAIL EXTENSIONS

OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER.

Y IS THE MIN. HANDRAIL EXTENSION OF 1'-0" PLUS THE WIDTH

AT EACH TOP RISER.

NOTE: X IS THE 1'-0" MIN. HANDRAIL EXTENSION REQUIRED

SIGN

AT IN SWINGING DOORS

AT OUT SWINGING DOORS

PEEPHOLE

ADA

HANDLE

DOOR

SIGNAGE FIRE EXTINGUISHER

THRESHOLD

DOOR

SELF-CLOSING

GRAB BAR

18" VERTICAL

DOOR LOCATION

ALTERNATE

CLEAR

MIN.

MAX.

C L

E A

R M

42" MIN.

12" MAX

W/ WALL MTD. WC

W/ FLOOR MTD. WC

GRAB BAR

18" VERTICAL

SPACE

FLOOR

CLEAR

MIN.

W/WALL MOUNTED WC

W/FLR MOUNTED WC

ONLY. OTHER APPROACHES = 4'-0" MIN.

MIN. LATCH APPROACH

SPACE

FLOOR

CLEAR

MIN.

CLEARANCES

LAVATORY

M A

T O

SPACE

FLOOR

CLEAR

MIN.

CLEARANCES

FOUNTAINS

DRINKING

A X

CHANGE IN LEVEL

ACCESSIBLE ROUTE

A X

DOOR THRESHOLDS

ACCESSIBLE ROUTE

AND BE SELF-CLOSING

DOOR MUST SWING-OUT

GRAB BAR

18" VERTICAL

C L

E A

R M

60" MIN. 1

DOORWAY

CLEAR

MINIMUM

FRONT APPROACHES - SWINGING DOORS

PULL SIDE

2'-0" PREFERRED

1'-6" MIN.

PUSH SIDE

LATCH.

A CLOSER AND A

DOOR HAS BOTH

NOTE X = 1'-0" IF X = 3'-6" MIN. IF Y = 4'-6"

NOTE X = 3'-0" MIN. IF Y = 5'-0"

PULL SIDE

HINGE SIDE APPROACHES - SWINGING DOORS

LATCH.

A CLOSER AND A

IF DOOR HAS BOTH

NOTE Y = 4'-0" MIN.

PUSH SIDE

IF DOOR HAS CLOSER.

NOTE Y = 4'-6" MIN.

PULL SIDE

2'-0" MIN.

LATCH SIDE APPROACHES - SWINGING DOORS

PUSH SIDE

2'-0" MIN.

IF DOOR HAS CLOSER .

NOTE Y = 4'-0" MIN.

MIN.

10" MAX.

1 1/4" TO 1 1/2" 2 1/4"

MIN.

1'-0" MIN. X

1'-6"

C L

E A

A X

O F

L A

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T O

MAX.

HC.

TOILET PARTITION

TO WALL OR

42" MIN.

3'-6"

2'-8" MIN.

4'-6"

32"

54" MIN.

36" 56" MIN.

59" MIN.

2'-6"

O N

-A D

P E

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1'-0"

TREAD

1'-0"

48"

30"

M A

42" 18"

16"-18"

39"-41"

3'-6"1'-0"

7" - 9"

M A

X A

D U

L T

17"

Information General

G1.2

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G e n e r a l

I n f o r m a ti o n .d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

ISTERED ARCHI

T E

C T

C E R

IFICATE N

Specifications Drawing

G1.3

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D r a w in g

S p e c if ic a ti o n s .d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

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C E R

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Specifications Drawing

G1.4

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S p e c if ic a ti o n s .d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

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LIFE SAFETY PLAN

PARTIAL SECOND FLOOR

1/8" = 1'-0"

Floor Plan Life Safety

LS1.1

WALL LEGEND

EXISTING WALL

SEE PLAN FOR STUD SIZES.

& 5/8" GYPSUM BOARD BOTH SIDES.

W/ SOUND ATTENUATING BLANKETS

NEW WALL W/ STEEL STUDS @ 16" O/C

FE. 1

FE. 2

LEGEND

LANDING LANDING

ROOF

EXISTING

COURTYARD

OFFICE

WOMEN

MEN

OFFICE

MECH.

ELEC./

OFFICE

COMMAND CENTER

CLO.

OFFICE

STAIRS

OFFICE

HALL 203

OFFICE

BREAK

MECH

HALL

STAIRS

PASSAGE 1

PASS. 2

HALL

ROOF

EXISTING

LANDG.

60 MIN.

LIFE SAFETY PLAN

PARTIAL FIRST FLOOR

1/8" = 1'-0"

BRIDGE

COURTYARD

EXISTING METAL STAIRS

NEW METAL STAIRS

FE. 1

FE. 2

GRAPHIC SCALE IN FEET

0 10 20

BOTH SIDES. EXTEND TO DECK & SEAL.

5/8" TYPE "X" GYPSUM BOARD

SOUND ATTENUATING BLANKETS &

3 5/8" STEEL STUDS @ 16" O/C W/

NEW 1-HR FIRE RATED WALL:

TYPE 1: 4A-BC IN SEMI-RECESSED CABINET

NEW FIRE EXTINGUISHER

TYPE 2: 6A-120 BC IN WALL BRACKET

NEW FIRE EXTINGUISHER

3,646 NET S.F.

KEY PLAN

NO SCALE

TRAVEL DISTANCE = 88.5'

T R

A V

E L

T A

N C

T R

A V

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T A

N C

60 MIN.

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PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

ISTERED ARCHI

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REF.

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PROVIDE (3) EQUAL RISERS, 7" MAX, 4" MIN. VERIFY DIMENSIONS IN FIELD

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AutoCAD SHX Text 7 3/4"

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MACON, GA

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BTBB, INC.

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MACON, GA

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BIBB COUNTY CODE ENFORCEMENT

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PI-TECH, INC.

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115 FOREST HILL ROAD - MACON, GEORGIA (478)743-5600

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SHEET 1 OF 1

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FOR

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SHEET NO.

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CHCKED BY:

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DRWN BY:

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DATE:

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FEBRUARY 28, 2025

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CNB

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MNE

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REVISIONS

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SCALE: 1"=1'-0"

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IN EXISTING CLAY MASONRY WALL

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NEW DOOR ELEVATION

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3'-4" MAX

AutoCAD SHX Text EXISTING CONCRETE SLAB SUPPORTED BY CONCRETE BEAM. CONTRACTOR VERIFY CONCRETE BEAM IS PRESENT PRIOR TO REMOVING CLAY MASONRY.

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EXISTING CLAY MASONRY WALL

AutoCAD SHX Text NEW P.T. 2x4 JACK POST

AutoCAD SHX Text NEW P.T. 2x4 KING POST

AutoCAD SHX Text SIMPSON ACE-4 EACH SIDE OF OPENING, EACH SIDE OF WALL. INSTALL PER MANUFACTURER'S INSTRUCTIONS.

AutoCAD SHX Text P.T. 2x4 TOP PLATE

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EXISTING CLAY MASONRY WALL

AutoCAD SHX Text P.T. 2x4 CRIPPLE STUDS @ 24" O.C. MAX.

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1. LIVE LOADS LIVE LOADS A. ROOF.................................................................... 20 PSF (WITH APPROPRIATE REDUCTIONS) B. STAIRS ................................................................ 100 PSF C. INTERIOR LATERAL LOAD ON WALLS ...................... 5 PSF 2. CODES CODES A. INTERNATIONAL BUILDING CODE, 2018 ED. WITH LATEST GEORGIA AMENDMENTS. B. ALL STEEL WORK SHALL COMPLY WITH APPLICABLE STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ANSI/AISC 360-16 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE, AWS D1.1-15. C. ALL STRUCTURAL WOOD FRAMING SHALL COMPLY WITH THE AMERICAN WOOD COUNCIL: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2018. 3. STRUCTURAL STEEL STRUCTURAL STEEL A. STEEL SHALL CONFORM TO ASTM A36 (36 KSI YIELD STRENGTH), EXCEPTIONS NOTED. B. ALL PIPE SECTIONS SHALL CONFORM TO ASTM A53 (35 KSI YIELD STRENGTH) C. ELECTRODES SHALL CONFORM TO E70-XX. D. ALL BOLTS TO BE ASTM F3125 GRADE A325X, WITH THREADS EXCLUDED FROM THE SHEAR PLANE. E. ALL BASE PLATES SHALL BE SUPPLIED FREE OF LAMINATIONS AND IMPURITIES AND SHALL CONFORM TO ASTM A36, U.N.O. 4. STRUCTURAL WOOD FRAMING STRUCTURAL WOOD FRAMING A. ALL STRUCTURAL WOOD FRAMING MEMBERS SHALL BE SOUTHERN YELLOW PINE NO. 2 GRADE OR BETTER, U.N.O. B. ALL WALL STUDS SHALL BE S.P.F. NO. 2 OR BETTER. ALL WALLS SHALL HAVE HORIZONTAL 2X BLOCKING AT 4'-0" MAXIMUM O.C. BLOCKING SHALL BE SAME SIZE AND GRADE AS WALL STUDS. C. ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY AND ALL MEMBERS LABELED "P.T." SHALL BE PRESSURE TREATED. D. ALL CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE, OR APPROVED EQUAL. E. ALL CONNECTORS SHALL BE INSTALLED WITH FASTENER TYPE AND QUANTITY AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. F. WHERE MANUFACTURER LISTS OPTIONS FOR NO. OF FASTENERS USED, USE MAX. NO. UNLESS SPECIFICALLY INDICATED OTHERWISE. G. DIMENSIONAL LUMBER CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THESE DRAWINGS SHALL HAVE THE MINIMUM SIZE AND NUMBER OF FASTENERS AS REQUIRED IN CHAPTER 23 OF THE INTERNATIONAL BUILDING CODE, 2012 ED. WITH LATEST GEORGIA AMENDMENTS. 5. BAR GRATING BAR GRATING A. BAR GRATING TO BE TYPE W19-4 WELDED METAL BAR GRATING BAR GRATING TO BE TYPE W19-4 WELDED METAL BAR GRATING IN ACCORDANCE WITH NAAAM METAL BAR GRATING MANUAL. THE GRATING MATERIAL SHALL CONFORM TO ASTM A36 STEEL FOR THE MAIN "BEARING" BAR. THE MAIN BAR IS TO BE 1 1/4" DEEP BY 3/16" THICK SPACED AT 1 3/16" CENTERS, WITH CROSS BARS AT 4" O.C. THE GRATING SYSTEM SHALL SPAN AS INDICATED ON THE PLANS, AND AND SHALL SUPPORT A MINIMUM LIVE LOAD OF 100 PSF. ALL GRATING SHALL BE HOT DIP GALVANIZED, WITH TOP SURFACE SERRATED. PROVIDE FULL-DEPTH BANDING, 3/16"x 1 1/4", AT ALL OPENINGS, TYP. BAR GRATING SHALL BE FURNISHED WITH MANUFACTURER'S BOLT DOWN CLAMPS. QUANTITY AND LOCATION OF CLAMPS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

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GENERAL NOTES

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EXISTING CONCRETE SLAB

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BAR GRATING SPAN

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3" SCH 40 PIPE, TYP.

AutoCAD SHX Text GALVANIZED 12 1/8" WIDE STAIR TREAD. WELDED. CHECKER PLATE NOSING. 1 1/4"x3/16" BEARING BARS SPACED 1 3/16" ON CENTER. SERRATED SURFACE. CROSS BARS SPACED 4" ON CENTER.

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BAR GRATING @ LANDING. SEE GENERAL NOTES.

AutoCAD SHX Text EXISTING ROOF IS ASSUMED TO BE CONCRETE SLAB. VERIFY PRIOR TO FABRICATION AND CONSTRUCTION.

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AutoCAD SHX Text L4x3xSTUD WIDTH, 14GA CLIP ANGLE LLV. PROVIDE (1) 1/4" MASONRY SCREW (EMBED TO BE DESIGNED ONCE SLAB DEPTH IS DETERMINED). PROVIDE (4) #10 FLUSH MOUNT WOOD SCREWS THROUGH CLIP INTO JAMB STUDS.

AutoCAD SHX Text NOTE: 2x4 STUDS SHOWN ARE MINIMUMS. SEE ARCH FOR WALL WIDTHS.

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(2) P.T. 2x6 HEADER

AutoCAD SHX Text 2x6 BUILT UP COLUMNS WITH ONE OR TWO PLIES REQUIRE TWO ROWS OF

AutoCAD SHX Text 2x4 BUILT-UP COLUMNS WITH ONE OR TWO PLIES REQUIRE ONE ROW OF

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ADJACENT NAILS ARE TO BE DRIVEN FROM OPPOSITE SIDES OF COLUMN.

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USE 10D NAILS FOR 2-PLY MEMBERS. USE 30D NAILS FOR 3-PLY MEMBERS.

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%%ULEGEND

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OPPOSITE

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NAIL FROM

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SIDE

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THIS SIDE

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NAIL FROM

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%%UNOTES:

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9" MAX.

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9" MAX.

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SEE NOTE 3

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SEE NOTE 4

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NO SCALE

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TYPICAL BUILT-UP STUD COLUMNS

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9" MAX.

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9" MAX.

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SEE NOTE 5,7,8

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SEE NOTE 6,7,8

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AutoCAD SHX Text 1i" TYP.

AutoCAD SHX Text 2i" MIN. END DISTANCE

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2-3 PLY MEMBERS

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> 3 PLY MEMBERS

AutoCAD SHX Text 2x6 BUILT UP COLUMNS WITH THREE OR MORE PLIES REQUIRE TWO ROWS OF i"%%C

AutoCAD SHX Text 2x4 BUILT UP COLUMNS WITH 3 OR MORE PLIES REQUIRE ONE ROW OF STAGGERED

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PROVIDE WASHER BETWEEN WOOD AND BOLT HEAD %%UAND%%U BETWEEN WOOD AND NUT.

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TIGHTEN BOLTS TO ENSURE LAMINATIONS ARE IN CONTACT.

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BOLT

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STAGGERED NAILS AS SHOWN.

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NAILS AS SHOWN.

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A307 BOLTS AS SHOWN.

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IN LIEU OF BOLTS AND WASHERS, SIMPSON STRONG-DRIVE SDWS SCREWS MAY BE PROVIDED

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AT THE SAME SPACING INDICATED FOR THE BOLTS ON THESE DETAILS. COORDINATE LENGTH

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OF SCREWS WITH CONNECTED MEMBERS.

AutoCAD SHX Text PROVIDE (1) HILTI X-U P.A.F. (OR EQUAL) WITH 1 1/4" EMBED INTO CONCRETE BEAM WITHIN 6" OF EACH END AND @ 24" MAX O.C.

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DOWN

AutoCAD SHX Text ASSUMING CONCRETE SLAB. CONNECTIONS TO EXISTING ROOF TO BE DESIGNED ONCE EXISTING CONDITIONS CAN BE OBSERVED.

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PROFESSIONAL

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STRUCTURAL DESIGN BY

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PI-TECH, INC.

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AutoCAD SHX Text 2/28/25

AutoCAD SHX Text Pi-Tech, Inc. COA#PEF003000

COA Expiration: 6.30.2026

EX1.1

Floor Plans

First & Second Partial Existing

DN. 13 R.

DN. 14 R.

PARTIAL EXISTING SECOND FLOOR PLAN

1/4" = 1'-0"

GRAPHIC SCALE IN FEET

0 5 10

ROOF

COURTYARD

3,646 NET S.F.

BRIDGE

UP 14 R.

UP 13 R.

PARTIAL EXISTING FIRST FLOOR PLAN

COURTYARD

1/4" = 1'-0"

HALL

R E

N O

V A

N S

F O

M B

C C

O D

E E

N F

O R

C E

M E

N T

O F

E S

D F

L O

O R

H A

L L

C O

R N

E R

S T

O P

L A

R S

O N

2024-34

P R

O J E

C T

S \2

B C

C o d e E n f o r c e m e n t

O f f ic e \W o r k in g D r a w in g s \2

X .1

E x is ti n g S e c o n d F lo o r P la n .d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

ISTERED ARCHI

T E

C T

C E R

IFICATE N

R E

N O

V A

N S

F O

M B

C C

O D

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N F

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O F

E S

D F

L O

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H A

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C O

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S T

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O N

2024-34

P R

O J E

C T

S \2

B C

C o d e E n f o r c e m e n t O f f ic e \W o r k in g

D r a w in g s \2

P a r ti a l

S e c o n d

F lo o r P la n

.d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

ISTERED ARCHI

T E

C T

C E R

IFICATE N

A1.1A1.1 Plans

Second Floor Partial First &

DN.

BRID

PARTIAL SECOND FLOOR PLAN

1/4" = 1'-0"

REF.

OFFICEOFFICEOFFICE

OFFICE

OFFICE OFFICE

WOMEN

MEN

OFFICE

OFFICE OFFICE

OFFICE

ELEC./MECH.

OFFICE

COMMAND CENTER

BREAK

HALL

STAIRS

MECH.

225215

216 224

206 205

WALL LEGEND

EXISTING WALL

OFFICE

+/-10'-3 3/8 "

3 5/8 "

9'-1 1/4 "

3 5/8 "

5'-10 1/4 "

3 5/8 "

+/-9'-11 7/8 "

3 5/8 "

4'-2 5/8 "

3 5/8 "

9'-9"

LANDING

DN.

9'-6 7/8 "

3 5/8 "

9'-6 7/8 "

3 5/8 "

4'-2 5/8 "

3 5/8 "

9'-9"

ROOF

EXISTING

ROOF

EXISTING

10'-2 3/4 "

3 5/8 "

10'-2 3/4 "

LEGEND

INDICATES DOOR NUMBER

INDICATES DOOR TYPE

IN CONTRACT.

BUILT-IN AND FURNISHINGS

FE. 1

TYPE 1: 4A-BC IN SEMI-RECESSED CABINET

NEW FIRE EXTINGUISHER

C 215

7'-2 1/4 "

3 5/8 "

+/-7'-1 5/8 "

3 5/8 "

60 MIN.

FE. 2 FE. 2

TYPE 2: 6A-120 BC IN WALL BRACKET

NEW FIRE EXTINGUISHER

FE. 1

3,646 NET S.F.

BOTH SIDES. EXTEND TO DECK & SEAL.

5/8" TYPE "X" GYPSUM BOARD

SOUND ATTENUATING BLANKETS &

3 5/8" STEEL STUDS @ 16" O/C W/

NEW 1-HR FIRE RATED WALL:

SEE PLAN FOR STUD SIZES.

& 5/8" GYPSUM BOARD BOTH SIDES.

W/ SOUND ATTENUATING BLANKETS

NEW WALL W/ STEEL STUDS @ 16" O/C

NO WORK

LANDING

WOMEN 213 - REFER TO SHEET A8.1.

MECHANICAL MEZZANINE ABOVE

INTERIOR ELEVATIONS.

REFER TO SHEET A7.1 FOR

INTERIOR ELEVATIONS

REFER TO SHEET A7.1 FOR

GRAPHIC SCALE IN FEET

0 5 10

UP 14 R.

LANDING

UP 13 R.

COURTYARD

PASSAGE 1

PASSAGE 2

HALL

STAIRS

TO REMAIN

EXISTING WINDOW

SEE DETAIL THIS SHEET

BOTH SIDES, PAINT

NEW PIPE HANDRAIL

SEE DETAIL THIS SHEET

BOTH SIDES, PAINT

NEW PIPE HANDRAIL

A .1

2 1/2 "

1'-0"

1'-0

SEE DETAIL THIS SHEET

BOTH SIDES, PAINT

NEW PIPE HANDRAIL

PARTIAL FIRST FLOOR PLAN

COURTYARD

1/4" = 1'-0"

EXISTING METAL STAIRS

SECTION @ PLATFORM

1 1/2" = 1'-0"

A1.1

2x6s @ 12" O/C @ 16" O/C

2x6 BLOCKING

LVT O/ 3/4" PLYWOOD

RESILIENT BASE

STAIR NOSING

VINYL OVERLAP

3'-0"

NEW LIGHT FIXTURES

SEE ELECTRICAL FOR

NO ARCH. WORK -

NEW LIGHT FIXTURES

SEE ELECTRICAL FOR

NO ARCH. WORK -

NEW LIGHT FIXTURES

SEE ELECTRICAL FOR

2'-0"

1'-0"

HANDRAIL @ WALL

1/2" = 1'-0"

EXISTING STAIRS

SMOOTH, PAINT

WELD & GRIND ALL JOINTS

1 1/2" O.D. PIPE HANDRAIL,

.F .F

NO. 306, PAINT

BRACKET-JULIUS BLUM

METAL HANDRAIL

RAILING, PAINT

1 1/2" O.D. PIPE

2 1/4"

A1.1

BRACKET

TYPICAL HANDRAIL2

1 1/2" = 1'-0"

A1.1

AT EXISTING EXTERIOR WALL FURRING.

1. REPLACE EXISTING GYPSUM BOARD WITH NEW 5/8" GYPSUM BOARD

TYPICAL NOTES:

PLATFORM

CLO.

KEY PLAN

NO SCALE

EX EXISTING DOOR TO REMAIN

48" O/C

SPACED @ MAX.

BRACKETS EVENLY

1'-0"

60 MIN.

TO REPLACE EXISTING

NEW 60 MIN. DOOR & FRAME

1'-0"

NEW WORK

PAINT

SEE STRUCTURAL

NEW METAL STAIRS,

1'-0"

JOINTS SMOOTH

WELD & GRIND ALL

1 1/2" O.D. RAILING,

HANDRAIL @ NEW METAL STAIRS

1/2" = 1'-0"

WALL

EXISTING

LINE OF

BOTH SIDES

HANDRAILS

TYPICAL

WELD TO STRINGER,

1 1/2" O.D. POST,

SEE STRUCTURAL

STEEL STRINGER,

ROOM NAME

FLOOR

MATERIAL FINISH MATERIAL FINISH

BASE

FINISHMATERIAL

WALLS

FINISH HEIGHT

CEILING

MATERIAL

FINISH & MATERIAL SCHEDULE

REMARKS

No.

ROOM

STAIRS

HALL

BREAK

HALL

9'-0"

EXISTING

LVT CLEAN RESILIENT CLEAN

CLEAN RESILIENT CLEAN

ABBREVIATIONS

LVT

GYP.BD.

FRP

A.C.T.

LUXURY VINYL TILE

GYPSUM BOARD

FIBER REINFORCED PLANSTIC PANEL

ACOUSTICAL CEILING TILE

LVT

9'-0"

EXISTING PAINTEXISTING CLEAN

OFFICE CLEAN RESILIENT CLEANLVT

EXIST. / GYP.BD.

FACTORY

A.C.T. FACTORY

3'-4"

3'-0"

H-1

J-1

A2.1

METAL FRAME

H-2

SIDES

CAULK ALL

STUD JAMBS

3 5/8" STEEL

J-2 - 3 PER JAMB

ANCHORS

W/ METAL JAMB

METAL FRAME

A2.1

OFFICE

225 OFFICE

MECHANICAL

HALL

WOMEN

MEN

COMMAND CENTER

CLOSET

MECHANICAL

PAINT

A.C.T.

EXIST. / GYP.BD. PAINT A.C.T. FACTORY 9'-0"

EXIST. / GYP.BD. PAINT

A.C.T. FACTORY 10'-0"

EXIST. / GYP.BD. PAINT A.C.T. FACTORY 9'-0"

CLEAN RESILIENT CLEANLVT EXIST. / GYP.BD. PAINT A.C.T. FACTORY 9'-0"

CLEAN RESILIENT CLEANLVT EXIST. / GYP.BD. / FRP PAINT / CLEAN PAINT 8'-0"

CLEAN RESILIENT CLEANLVT EXIST. / GYP.BD. PAINT A.C.T. FACTORY 9'-0"

LVT CLEAN RESILIENT CLEAN EXIST. / GYP.BD. PAINT

2"3'-0"2"

3'-4"

IN HOLLOW METAL FRAME

W/ 1/4" TEMPERED GLASS

HALF-LITE WOOD DOOR

SOLID CORE FLUSH

3'-4"

3'-0"

HOLLOW METAL FRAME

FLUSH DOOR IN

SOLID CORE WOOD

H-2

J-2

A2.1

METAL FRAME

FIRE RATED HOLLOW

DOOR IN WELDED 60 MIN.

SOLID CORE WOOD

60 MIN. FIRE RATED

H-2

A2.1

J-2

A2.1

STUD HEADERS

6" STEEL

STUD JAMBS

3 5/8" STEEL

EACH SIDE

GYPSUM BOARD

5/8" TYPE "X"

EACH SIDE

GYPSUM BOARD

5/8" TYPE "X"

- 3 PER FRAME

W/ METAL JAMB ANCHORS

HOLLOW METAL FRAME

60 MIN. FIRE RATED

METAL FRAME

RATED HOLLOW

60 MIN. FIRE

BLANKETS

SOUND ATTENUATING

@ 16" O/C W/

3 5/8" STEEL STUDS

BLANKETS

SOUND ATTENUATING

@ 16" O/C W/

3 5/8" STEEL STUDS

- 3 PER FRAME

W/ METAL JAMB ANCHORS

HOLLOW METAL FRAME

60 MIN. FIRE RATED

CAULK ALL SIDES

H-1

A2.1

J-1

A2.1

SIDES

CAULK ALL

BLANKETS

SOUND ATTENUATING

@ 16" O/C W/

3 5/8" STEEL STUDS

EACH SIDE

5/8" GYPSUM BOARD

STUD HEADERS

6" STEEL

CAULK ALL SIDES

EACH SIDE

5/8" GYPSUM BOARD

BLANKETS

SOUND ATTENUATING

@ 16" O/C W/

3 5/8" STEEL STUDS

CAULK ALL SIDES

DOOR & FRAME TYPES

1/4" = 1'-0"

DOOR DETAILS

1 1/2" = 1'-0"

Types & Details Schedule, Door Finish & Material

A2.1

3" = 1'-0"

1A 1C

3" = 1'-0"

JOINT DETAILS

TYPICAL CONSTRUCTION

A2.1

SIM.

SIM. SIM.

TYPE "X"

5/8" GYP.BD.

SPACE

5/8" AIR

GYP. BD.

2 LAYERS 5/8"

STUDS

3 5/8" METAL

5/8" GYP.BD.

STUDS

METAL

JAMB

DOOR

STUD AT

DOUBLE

")2

1(MIN. SPACE

AT DOOR HEAD

CRIPPLE STUD

TOP OF WALL

LINE OF CEILING

FLOOR SCHEDULED

BASE AS

1 7/8"

3 1/8"

1/4"

EACH SIDE

CONTROL JOINT

1/4"

EACH SIDE

CONTROL JOINT

EACH SIDE

CONTROL JOINT

" GYP. BD.8

BOARD

5/8" GYPSUM

1/4"

ONE HOUR WALL TYPICAL WALL

DOOR HEAD

CONTROL JOINT DETAIL

GYPSUM BOARD

WHERE GYPSUM BOARD OCCURS.

LOCATED AT ALL DOORS & VIEW WINDOWS

GYPSUM BOARD CONTROL JOINTS TO BE

NOTE:

A2.1

A2.1 A2.1

A2.1

STAIRS @ 1ST FLR. EXISTING CLEAN EXISTING CLEAN EXIST. A.C.T.EXIST. / GYP.BD. PAINT * *MODIFY EXIST. CEILING GRID AS REQUIRED

HALL @ 1ST FLR. EXISTING CLEAN EXISTING CLEAN EXIST. A.C.T.EXIST. / GYP.BD. PAINT GYP.BD. * *MODIFY EXIST. CEILING GRID AS REQUIRED

A.C.T. FACTORY 9'-0"EXISTING CLEAN

FIELD VERIFY DIMENSIONS.

TO REPLACE EXISTING.

FIRE RATED DOOR AND FRAME

DOOR 102/A - NEW 60 MIN.

NOTE:

GYP.BD.

H-3

A2.1

J-2A

A2.1

- OFFICE 220

- CLOSET 218

- MECHANICAL ROOMS 208 & 220

- RESTROOMS 213 & 214

UNDERCUT DOORS 3/4" AT FOLLOWING LOCATIONS:

NOTE:

STUD JAMBS

3 5/8" STEEL

J-2A - 3 PER JAMB

ANCHORS

W/ METAL JAMB

METAL FRAME

A2.1

EACH SIDE

5/8" GYPSUM BOARD

BLANKETS

SOUND ATTENUATING

@ 16" O/C W/

3 5/8" STEEL STUDS

CAULK ALL SIDES

FRP EDGE

FRP O/ GYPSUM BOARD

J-3

A2.1

PASSAGE 1 @ 1ST FLR.

PASSAGE 2 @ 1ST FLR. EXISTING CLEAN EXISTING CLEAN

EXISTING CLEAN EXISTING CLEAN EXIST. A.C.T.

EXISTING

* *MODIFY EXIST. CEILING GRID AS REQUIREDEXISTING

EXISTING

PAINT

1. PAINT NEW WALL AT 1ST FLOOR HALL.

NOTE:

FRP TO 6'-3" A.F.F.

METAL FRAME

H-3

CAULK ALL SIDES

A2.1

WALL THICKNESS

TO MATCH EXISTING

@ 16" O/C AS REQUIRED

FURR W/ P.T. 2X STUDS

EACH SIDE

5/8" GYPSUM BOARD

2x6 P.T. HEADERS

CAULK ALL SIDES

- 3 PER JAMB

ANCHORS

W/ METAL JAMB

METAL FRAME

OVERLAY

5/8" GYPSUM BD.

CLAY TILE

EXISTING HOLLOW

CAULK ALL SIDES

J-3

A2.1

BLANKETS

SOUND ATTENUATINGMASONRY WALL.

DETAILS AT EXISTING CLAY

REFER TO STRUCTURAL FOR

CLAY TILE FULL HEIGHT;

REMOVE EXISTING HOLLOW

AT NEW DOOR LOCATIONS

NOTE:

CAULK ALL SIDES

P.T. 2X JAMBS

R E

N O

V A

N S

F O

M B

C C

O D

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N F

O R

C E

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P R

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C T

S \2

B C

C o d e E n f o r c e m e n t

O f f ic e \W o r k in g D r a w in g s \2

F in is h

M a te r ia l S c h e d u le

D o o r T y p e s

D e ta il s .d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

ISTERED ARCHI

T E

C T

C E R

IFICATE N

A C D

WOMEN 213

3'-6"

I T

E M

SCHEDULE OF TOILET ACCESSORIES

D E

S C

1 2 3 4 5 6 7 98 1011

R A

B B

A R

E R

R A

B B

A R

E R

N O

NOTESQUANTITYROOM NAME

WOMEN 213

R A

B B

A R

E R

R O

R U

N F

R A

M E

N O

T U

S E

R O

L L

P A

P E

R H

O L

D E

-1 A

C O

A T

H O

O K

N A

P K

O S

A L

P A

P E

R T

O W

E L

P E

N S

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N O

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S O

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P E

N S

E R

MEN 214

1 1

1 1 1

T R

A S

H R

E C

E P

T A

C L

1 1 1

DIRECTED BY ARCHITECT.

4. ANY ACCESSORIES NOT SHOWN SHALL BE LOCATED AS

40" MAX. ABOVE FINISHED FLOOR.

3. MIRRORS SHALL BE MOUNTED SO THAT REFLECTIVE EDGE IS

GRAB BARS. - (SEE G1.2)

AS REQUIRED. BLOCKING SHALL BE 2x8 @ HORIZONTAL

2. PROVIDE BLOCKING AT ALL TOILET ACCESSORIES,

1. ACCESSORIES TO BE AMERICAN SPECIALTIES, OR EQUAL.

TOILET ACCESSORIES NOTES:

3'-6"

MEN 214

FE G H

4 4 4

2 2

4 4 4

2 x 4 RAILS

S.S. GROMMET

S.S. SCREW IN A

S.S. GROMMET

S.S. SCREW IN A

O/ 1/2" PLYWD.

SOLID SURFACE

ACCESS PANEL-

REMOVABLE

8" MIN.

BASE

RESILIENT

1 1/2" = 1'-0"

2'-2 3/4"

A7.1

H/C VANITY DETAIL

LAVATORY

SIDE OF

ON EACH

2 X4

PROVIDE

A7.1

2 4

S.S. WASHER

OVER 1/2" PLYWOOD

SOLID SURFACE

SECTION @ LEG

MIN. 3 PER LEG

W/ 3- 1/2"~ A.B.

P.T. 2x4 PLATE

A7.1

OVER 1/2" PLYWOOD

SOLID SURFACE

AT WALL(S)

BACKSPLASH & RETURN

1/2" PLYWOOD, WITH

SOLID SURFACE TOP O/

O R

I M

O F

L A

& Cabinet Details Interior Elevations

A7.1

CAULK

B D

F H

3 5/8 "

7'-2 1/4 "6"

MEN 214

WOMEN 213 &

& BACK

1/2" WOOD SIDES

P.T. 2 X BLKG.

WOOD TRIM

3/4"x1 1/2"

CAULK

SLIDES

METAL

3/4" x 2 1/4" RAIL

1/4" PLYWD. BOTTOM

MEETING RAIL

WD. TRIM

3/4" X 1 1/2"

WD. TRIM

3/4" X 1 5/8"

WD. TRIM

3/4" X 1 5/8"

BACK

1/4" PLYWD.

BACK

1/4" PLYWD.

EDGEBAND

1/2" WD.

DRAWER W/

5/8" PLYWD.

EDGEBAND

1/2" WD.

DOOR W/

5/8" PLYWD.

EDGEBAND

1/2" WD.

SHELF W/

5/8" PLWD.

SIDES & ENDS

5/8" PLYWD. BOTTOM,

W/ 1/2" WD. EDGEBAND

5/8" PLYWOOD DOOR

SIDES & ENDS

5/8" PLYWOOD

EDGEBAND

1/2" WD.

SHELF W/

5/8" PLYWOOD

PLYWOOD

5/8"

1 1/2" = 1'- 0"

CABINET DETAIL

WALL & BASE

A7.1

PLYWOOD - RETURN @ WALL

& BACKSPLASH O/ 3/4"

COUNTER TOP, EDGES

SOLID SURFACE

TRIM

3/4"X WD.

REF.

INTERIOR ELEVATIONS

1 / 4" = 1' - 0"

2'-1"

2'-0" 3"

1'-4"

9'-1 3/4 " VERIFY3'-0"

1" 6 EQ. DOORS

9'-1 3/4 " VERIFY3'-0"

2 EQ.2 EQ.2 EQ.

A7.1

PAINT

GYPSUM BOARD,

PAINT

GYPSUM BOARD,

PAINT

GYPSUM BOARD,

PAINT

GYPSUM BOARD,

RESILIENT BASE RESILIENT BASE

BASE

RESILIENT

RESILIENT BASE

BASE

RESILIENT

& BACK, TYP.

1/2" WOOD SIDES

P.T. 2 X BLKG.

CAULK

TYPICAL

METAL SLIDES,

3/4" x 2 1/4" RAIL

TYPICAL

1/4" PLYWD. BOTTOM,

MEETING RAIL, TYP.

TYPICAL

WD. TRIM,

3/4" X 1 1/2"

BACK

1/4" PLYWD.

TYPICAL

EDGEBAND,

1/2" WD.

DRAWER W/

5/8" PLYWD.

PLYWOOD - RETURN @ WALL

& BACKSPLASH O/ 3/4"

COUNTER TOP, EDGES

SOLID SURFACE

TRIM

3/4"X WD.

2'-1"

2'-0" 3"

1 1/2" = 1'- 0"

DRAWERS

SECTION @

A7.1

1 / A7.1 FOR WALL CABINET.

REFER TO CABINET DETAIL

NOTE:

& ENDS

BOTTOM, SIDES

5/8" PLYWOOD

1'-0"

Q U

A L

BREAK 202

L J

P.T. 2 X BLKG.

CAULK

3/4" x 2 1/4" RAIL

MEETING RAIL

WD. TRIM

3/4" X 1 1/2"

1/4" PLYWD. BACK

EDGEBANDS

1/2" WD.

DOOR W/

5/8" PLYWD.

SIDES & ENDS

5/8" PLYWD. BOTTOM,

RETURN @ WALL

PLYWOOD -

& BACKSPLASH O/ 3/4"

COUNTER TOP, EDGES

SOLID SURFACE

TRIM

3/4"X WD.

2'-1"

2'-0" 3"

EDGEBANDS

1/2" WOOD

PANEL W/

5/8" PLYWD.

PLUMBING

REFER TO

SINK/FAUCET

1 1/2" = 1'- 0"

SECTION @ SINK

A7.1

1'-6"

PAINT

GYPSUM BOARD,

BASE

RESILIENT

PANEL

END

FINISHED

PAINT

BOARD,

GYPSUM

1 1/2" = 1'- 0"

2x4's @ 16" O/C

BASE CABINET DETAIL4

SIDES & ENDS

5/8" PLYWD. BOTTOM,

MEETING RAIL

1/4" PLYWD. BOTTOM

& BACK

1/2" WOOD SIDES

METAL SLIDES

P.T. 2 X BLKG.

BACK

1/4" PLYWOOD

EDGEBAND

1/2" WOOD

SHELF W/

5/8" PLWOOD

WOOD TRIM

3/4" X 1 1/2"

EDGEBANDS

1/2" WOOD

DRAWER W/

5/8" PLYWOOD

EDGEBANDS

1/2" WOOD

DOOR W/

5/8" PLYWOOD

A7.1

FINISH END PANEL

1/2" PLYWOOD

A7.1

6'-5"

10"

1'-4"

3 1/2 "1'-9"

2'-0 1/2 "

3'-0"

4 EQUAL

A7.1

SIM.

END PANEL

FINISHED

RETURN @ WALL

COUNTER TOP &

SOLID SURFACE

A7.1

KNEE SPACE

RETURN @ WALL

PLYWOOD -

& BACKSPLASH O/ 3/4"

COUNTER TOP, EDGES

SOLID SURFACE

3/4" x 2 1/4" RAIL

SHOE MOULD

RB 127

SHOE MOULD

W/ RB 27

3/4" WOOD TRIM

WOOD TRIM

3/4"x1 1/2"

SHOE MOULD

W/ RB 27

3/4" WOOD TRIM

WOOD TRIM

3/4"x1 1/2"

SHOE MOULD

W/ RB 27

3/4" WOOD TRIM

WOOD TRIM

3/4"x1 1/2"

SHOE MOULD

W/ RB 27

3/4" WOOD TRIM

3'-0" 3'-6"

BREAK

END PANEL

FINISHED

END PANEL

FINISHED

RETURN @ WALL

COUNTER TOP &

SOLID SURFACE

6'-5"

FRP FRP FRP

FRP

FRP FRP

Y P

R E

N O

V A

N S

F O

M B

C C

O D

E E

N F

O R

C E

M E

N T

O F

E S

D F

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C O

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S T

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O N

2024-34

F P

R O

J E

C T

S M

B C

C o d e E n f o r c e m e n t O f f i c e W o r k i n g D r a w i n g s A

I n t e r i o r E l e v a t i o n s

C a b i n e t D e t a i l s .d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

ISTERED ARCHI

T E

C T

C E R

IFICATE N

WOMEN

MEN

REF.

A8.1 Ceiling Plan

Floor Reflected Partial Second

PARTIAL SECOND FLOOR REFLECTED CEILING PLAN

1/4" = 1'-0"

NO WORK

A8.1

A .1

9'-0" 9'-0"

9'-0"

9'-0" 9'-0"

9'-0"

8'-0"

9'-0"

9'-0" 9'-0"

8'-0" 9'-0"

9'-0" 9'-0"

9'-0"

9'-0"9'-0"

9'-0"

10'-0"

A8.1 1" = 1'-0"

FURRING DETAIL

C.B.C.B.

EXISTING STRUCTURE

@ 16" O/C, SECURE TO

3 5/8" STEEL STUDS

A.C.T.

EXISTING STRUCTURE

C E

G H

S E

E P

L A

N F

C E

G H

S E

E P

L A

N F

ALL SIDES

5/8" GYPSUM BOARD

A.C.T.

WALL LEGEND

EXISTING WALL

SEE PLAN FOR STUD SIZES.

& 5/8" GYPSUM BOARD BOTH SIDES.

W/ SOUND ATTENUATING BLANKETS

NEW WALL W/ STEEL STUDS @ 16" O/C

LEGEND

2'x2' ACOUSTICAL CEILING TILE

ELECTRICAL AND MECHANICAL DRAWINGS.

2. LIGHTS, DIFFUSERS, ETC. ARE NOT SHOWN. REFER TO

BLANKETS ABOVE ALL CEILINGS.

1. ALL SPACES SHALL HAVE SOUND ATTENUATING

NOTES:

CONCRETE CEILING

EXISTING

STAIRS

9'-0"

BOTH SIDES. EXTEND TO DECK & SEAL.

5/8" TYPE "X" GYPSUM BOARD

SOUND ATTENUATING BLANKETS &

3 5/8" STEEL STUDS @ 16" O/C W/

NEW 1-HR FIRE RATED WALL:

GRAPHIC SCALE IN FEET

0 5 10

KEY PLAN

NO SCALE

WWW.ACUDORACCESSPANELS.COM

1-888-622-8367

P.O.BOX 4668, NEW YORK, NY

ACUDOR PRODUCTS, INC.

MODEL # ACD-2064 24x36

EQUAL TO:

ACOUSTICAL ATTIC ACCESS DOOR,

PROVIDE SOUND BATTS BETWEEN JOISTS.

FLOOR NAILED & GLUED.

@ 12" O/C W/ 3/4" T & G PLYWOOD

PLATFORM W/ 8" STEEL STUD JOISTS

ABOVE WOMEN 213 -

MECHANICAL MEZZANINE

GYPSUM BOARD

R E

N O

V A

N S

F O

M B

C C

O D

E E

N F

O R

C E

M E

N T

O F

E S

D F

L O

O R

H A

L L

C O

R N

E R

S T

O P

L A

R S

O N

2024-34

P R

O J E

C T

S \2

B C

C o d e E n f o r c e m e n t O f f ic e \W o r k in g

D r a w in g s \2

P a r ti a l

S e c o n d

F lo o r R e f le c te d C e il in g P la n .d g n

PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

the user.

478.742.1208 / www.btbbinc.com

T E

OF GE

R G

W. BROWN

ROBERT

R E

ISTERED ARCHI

T E

ISTERED ARCHI

T E

C T

C E R

IFICATE N

OFFICEOFFICEOFFICE

OFFICE

OFFICE OFFICE

WOMEN

MEN

OFFICE

OFFICE OFFICE

OFFICE

ELEC./MECH.

OFFICE

COMMAND CENTER

BREAK

HALL

MECH.

225215

216 224

206 205

OFFICE

219CLO.

WATER HEATER & TANK SCHEDULE

LEGEND

FIXTURE AND EQUIPMENT SCHEDULE

WATER HEATER (WH) PIPING SCHEMATIC

PUMP SCHEDULE

N S

C O

D E

R C

T O

D F

Y H

C O

R N

N , G

2024-34

Drawing Issue Schedule

Project No:

NOT FOR REPRODUCTION

The delivery of this drawing should not be construed to provide any express warranty or guarantee to anyone that all dimensions, details, etc are exact or to indicate that the use of this drawing implies any review and approval of the design professional for any future use.

Any use of the information on this drawing is at the sole risk and liability of the user.

609 Cherry Street, Macon, GA 31201

478.742.1208 / www.btbbinc.com

169 New Street, Macon, GA 31201 (478)741-4632 - T.E. project # 25-014 www.totalengineers.com

2-14-2025 Permit Set

P0.1

PLUMBING

SPECIFICATIONS

AutoCAD SHX Text

NOTE: GENERAL PIPING SCHEMATIC SEE FLOOR PLAN FOR LOCATIONS

AutoCAD SHX Text

BREAK ROOM SINK

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

SNK

AutoCAD SHX Text

ELKAY GE23321 SINK. MOEN 7594 FAUCET.

AutoCAD SHX Text

ENLB-40

AutoCAD SHX Text

A.O. SMITH

AutoCAD SHX Text

RESIDENTIAL LOWBOY ELECTRIC

AutoCAD SHX Text 4.5

AutoCAD SHX Text

MODEL NUMBER

AutoCAD SHX Text

XT-8

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ZURN/WILKINS

AutoCAD SHX Text

GPH @100° RISE

AutoCAD SHX Text

EXPANSION TANK

AutoCAD SHX Text

TYPE

AutoCAD SHX Text 2.1

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

VOLTAGE

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

EXISTING TO REMAIN

AutoCAD SHX Text

CONNECT TO EXISTING

AutoCAD SHX Text

PDI-B

AutoCAD SHX Text H

AutoCAD SHX Text

WATER HAMMER ARRESTOR

AutoCAD SHX Text

PIPE DOWN

AutoCAD SHX Text

PDI UNIT

AutoCAD SHX Text

PIPE UP

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text G

AutoCAD SHX Text

HOT WATER RETURN

AutoCAD SHX Text

SEWER

AutoCAD SHX Text

SEWER VENT

AutoCAD SHX Text

GAS

AutoCAD SHX Text

FLR

AutoCAD SHX Text

FFE

AutoCAD SHX Text

CONN.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SHUTOFF VALVE

AutoCAD SHX Text

COLD WATER

AutoCAD SHX Text

HOT WATER

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text C.T.

AutoCAD SHX Text

FINISHED FLOOR ELEVATION

AutoCAD SHX Text

VENT

AutoCAD SHX Text

FLR

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HOT WATER RETURN

AutoCAD SHX Text

HOT WATER

AutoCAD SHX Text

COLD WATER

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

COUNTER-TOP

AutoCAD SHX Text

VTR

AutoCAD SHX Text

AFF

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text

VENT THRU ROOF

AutoCAD SHX Text

GREASE

AutoCAD SHX Text

GREASE LADEN SEWER

AutoCAD SHX Text B.F.F.

AutoCAD SHX Text

BELOW FINISH FLOOR

AutoCAD SHX Text

DWGS.

AutoCAD SHX Text

DRAWINGS

AutoCAD SHX Text

CLOSED VALVE

AutoCAD SHX Text F

AutoCAD SHX Text

FIRE SPRINKLER

AutoCAD SHX Text A

AutoCAD SHX Text

COMPRESSED AIR

AutoCAD SHX Text

PRESSURE REDUCING/

AutoCAD SHX Text

REGULATOR VALVE

AutoCAD SHX Text

WATER SUPPLY

AutoCAD SHX Text

FIXTURE TYPE

AutoCAD SHX Text

FIXTURE CONN.

AutoCAD SHX Text

WASTE

AutoCAD SHX Text

BELOW FLOOR

AutoCAD SHX Text

COLD

AutoCAD SHX Text

WATER FIX. CONN.

AutoCAD SHX Text

COLD

AutoCAD SHX Text

HOT

AutoCAD SHX Text

HOT

AutoCAD SHX Text

MODEL NUMBER

AutoCAD SHX Text

ICE MAKER BOX WITH WATER HAMMER ARRESTOR

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

WATER TITE AB9701HA.

AutoCAD SHX Text

ADA DROP-IN LAVATORY

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

AMERICAN STANDARD 0475.020 LAVATORY. MOEN 8413F05 FAUCET.

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

LAV

AutoCAD SHX Text

WC1

AutoCAD SHX Text

TANK TYPE ADA WATER CLOSET

AutoCAD SHX Text 3"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

AMERICAN STANDARD 215AA.104 WATER CLOSET. CENTOCO 500STSCCSS SEAT

AutoCAD SHX Text NOTE: CONTRACTOR SHALL SUBMIT PLUMBING FIXTURE TO OWNER FOR APPROVAL BEFORE PURCHASING FIXTURE.

AutoCAD SHX Text

WC2

AutoCAD SHX Text

TANK TYPE ADA WATER CLOSET -RIGHT HAND TRIP LEAVER

AutoCAD SHX Text 3"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

AMERICAN STANDARD 215AA.105 WATER CLOSET. CENTOCO 500STSCCSS SEAT

AutoCAD SHX Text 3"

AutoCAD SHX Text

EXPANSION TANK

AutoCAD SHX Text

BALL VALVE (TYP)

AutoCAD SHX Text

CHECK VALVE (TYP)

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

3/4" CW

AutoCAD SHX Text

PRESSURE RELIEF VALVE

AutoCAD SHX Text

WATER HEATER

AutoCAD SHX Text

3/4" HW

AutoCAD SHX Text

TACO 563-2 AQUASTAT SET AT 100°

AutoCAD SHX Text

TACO 265-3 SEVEN DAY DIGITAL PROGRAMMABLE PUMP TIMER PROGRAM TO OWNER'S HOURS.

AutoCAD SHX Text

RECIRCULATING PUMP (RC)

AutoCAD SHX Text

3/4" HWR

AutoCAD SHX Text

DISCHARGE T&P TO OUTSIDE

AutoCAD SHX Text

DRAIN PAN ROUTE DRAIN TO OUTSIDE

AutoCAD SHX Text

PLATFORM ABOVE BATHROOM

AutoCAD SHX Text

*ELECTRICAL

AutoCAD SHX Text

BASIS OF DESIGN MANUFACTURER

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

MODEL NUMBER

AutoCAD SHX Text 006e3

AutoCAD SHX Text

RECIRCULATING

AutoCAD SHX Text

MARK

AutoCAD SHX Text

PUMP TYPE

AutoCAD SHX Text

TACO

AutoCAD SHX Text

GPM

AutoCAD SHX Text 1140- 3720

AutoCAD SHX Text

RPM

AutoCAD SHX Text

WATTS

AutoCAD SHX Text 3.75

AutoCAD SHX Text 0.5

AutoCAD SHX Text

FEET HEAD

AutoCAD SHX Text

VOLTS

AutoCAD SHX Text

SWVT

AutoCAD SHX Text

SIDE WALL VENT TERMINAL

AutoCAD SHX Text 3"

AutoCAD SHX Text

WATTS MS-8000.

AutoCAD SHX Text PLUMBING SPECIFICATIONS Provide all plumbing items indicated on the drawings, described herein or otherwise required for a complete and proper installation, including: A. Plumbing fixtures, fittings and equipment. B. Hot and cold water systems. C. Drain waste and vent piping systems. D. Indirect waste piping, including all valves, traps, piping and accessories for all equipment. Size per equipment requirements. Comply with all applicable codes, standards and ordinances, including requirements of the Georgia State Minimum Standard Plumbing Code (2018 International Plumbing Code with all Georgia State Amendments), Georgia State Minimum Standard Gas Code (2018 International Gas Code with all Georgia State Amendments), Georgia State Minimum Standard Energy Code (2015 International Energy Conservation Code with all Georgia State supplements and Amendments), and the DOJ 2010 ADA Standards for Accessible Design with Georgia Amendments of Rule 120-3-20. The contractor should not attempt to precisely scale dimensions from these drawings to obtain construction dimensions and clearance. The contractor shall verify all actual dimensions and clearances.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 1, 2026.