Addendum 4 _ City Hall Renovation Project.pdf

CITY OF PEACHTREE CITY

CITY HALL RENOVATION PROJECT

25-103BES

ADDENDUM #4

1. CLARIFICATION: The outside push buttons for both sets of lobby doors will be located on stand-alone pillars set away from the building and must meet ADA standards. See attached specification sheet from BEA.

2. QUESTION: What type of glass is in the window and what type of glass is in front of the window (installed with standoffs) there is some drawings on it, but not really any specifics and nothing in the specs.

ANSWER: Please provide tempered float glass for these windows.

3. QUESTION: Do you possibly have the specs to the HVAC system?

ANSWER: HVAC system is detailed on the mechanical drawings (H000- H900) in the plans provided in the bid documents.

4. CLARIFICATION: The Sika Sarnafil technical rep took a core sample of the roof and has determined the following

a. Core was 3.5” thick total

b. Adhered PVC cover sheet, MF ½ dens deck, swept gravel Built up roof, steel decking (3”).

c. Checked slope in I beams supporting the bar joist with a bubble level and appeared the bar joist are level.

d. Checked slope in the bar joist supporting the steel deck with a bubble level and appeared the bar joist have a prominently ¼” slope per foot in the decking

5. QUESTION: What is the makeup of the existing roof system between the metal roof deck and the Sarnafil PVC membrane?

ANSWER: See item 4.

6. QUESTION: Is all the slope in the existing deck system or is there taper insulation on any or all of the roof area?

ANSWER: See item 4.

7. QUESTION: Where will the roof contractors be able to locate dumpsters for the removal of the existing roof system?

ANSWER: Space will be provided in the rear parking lot for dumpsters.

8. QUESTION: What area of the building perimeter will be available for access via a Lull or Telehandler?

ANSWER: Space will be provided in the rear parking lot for accessing the roof from the ground. CLARIFICATION: The outside push buttons for both sets of lobby doors will be located on stand-alone pillars set away from the building and must meet ADA standards.

9. QUESTION: What area of the property is available for material staging?

ANSWER: Space will be provided in the rear parking lots for material staging.

10. QUESTION: Are walk-pads to be included and if so where?

ANSWER: Yes, walk pads shall be included, see revised sheet A202.

11. QUESTION: Has any info been given by the architect on the contradiction regarding the insulation attachment?

ANSWER: Please refer to attached Sika handbook for details on insulation attachment.

12. CLARIFICATION: CPL has provided the following plan revisions as promised in the previous addendum:

a. Replacement of Main Switch Gear and UDP in Communications Room.

b. Power by-pass plan to enable contractor to keep power to all server areas during the course of the project.

13. QUESTION: Section 07 54 19 page 4, 2.05 “Cover Boards”, calls for ¼” dens deck prime cover board, on drawing A -202 the notes call for 5/8” dens deck prime cover board, Sika typically use ½”. Please clarify which thickness to use for this project.

ANSWER: Provide 5/8” thick cover board as indicated on drawings.

14. CLARIFICATION: Contractor needs to provide for resistance test on main electrical feeders into the building from the transformer to determine if they are suitable to be re-used.

15. CLARIFICATION: On Sheet E001 Note D under Panel General Notes states breakers can be re-used if possible. This is incorrect, contractor shall provide all new breakers.

Attachment (s) 00 41 00 Bid Form Revised 00 43 13 Bid Security Form Revised Plan Revisions – Revised G001, A101, A102, A103, A200, A201, A202,A701,A702, A900, H200, E001, E100, E101,E201,H200 Sika Installation Handbook___ September 2024 Revised Specifications Sections For PVC Roofing BEA Bollard Specifications Sheet

9 October 2024

City Hall Renovations 00 41 00-1

25-103BES REVISED 10/09 BID FORM

SECTION 00 41 00

BID FORM

TABLE OF CONTENTS

Page

Article 1 – Bid Recipient

Article 2 – Bidder’s Acknowledgements

Article 3 – Bidder’s Representations

Article 4 – Bidder’s Certification

Article 5 – Basis of Bid

Article 6 – Time of Completion

Article 7 – Attachments to This Bid

Article 8 – Defined Terms

Article 9 – Bid Submittal

City Hall Renovations 00 41 00-2

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to: City of Peachtree City

151 Willowbend Road Peachtree City, GA 30269

This Bid is submitted from:

(Name and Address of Individual, Partnership, or Corporation)

P.O. Box Not Acceptable

This Bid is for: City Hall Renovations

October 17, 2024/3:00 pm

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an

Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 calendar days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged:

City Hall Renovations 00 41 00-3

B.

Addendum No. Addendum Date

C. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

D. Bidder is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

E. Bidder has carefully studied all (if applicable): (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in SC-4.02 as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC-4.06 as containing reliable "technical data."

F. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports (if applicable) and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

G. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

H. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

I. Bidder has given Purchasing Agent written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Purchasing Agent is acceptable to Bidder.

City Hall Renovations 00 41 00-4

1. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

A. LUMP SUM BASE BID

LUMP SUM BASE BID

Lump Sum Base Bid Price $ Allowance for Materials Testing $10,000.00

TOTAL LUMP SUM BASE BID PRICE $

City Hall Renovations 00 41 00-5

All specified cash allowances are included in the price(s) set forth above and have been computed in accordance with Paragraph 11.02 of the General Conditions.

CHANGE ORDER UNIT PRICES

Item No. Description Unit Bid Unit Price 1 Replacement metal roof decking SF $ 2 Replacement Ceiling Tiles Each $ 3 Replacement metal HVAC Duct LF $ 4 Concrete cy $

The bid items outlined above have been provided for bid comparison. The bid unit prices will also be utilized for establishing contract price modifications in the event of a duly authorized change order to results in the modification of the contract amount due to the contractor. Examples of such modification shall include but not be limited to increases in the scope of work resulting in additional work or modifications of the scope of work wherein the amount of work is reduced.

B. LUM SUM BASE BID WITH ADD/ALTERNATE.

Contractor to provide price below for additional work above and beyond Base Bid work for the alternate cabinet work, video display, and associated wiring and equipment.

ADD/ALTERNATE TO LUMP SUM BASE BID

Lump Sum Base Bid Price $ Alt. 1 Planar Display/Display Case Upper Lobby $ Allowance for Testing and Materials $10,000 TOTAL LUMP SUM PRICE w/ Alt. 1 $

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

City Hall Renovations 00 41 00-6

A. All documents as outlined in Section 00 22 13 “Supplementary Instructions to Bidders.”

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 9 – BID SUBMITTAL

9.01 This Bid is submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By:

(Individual’s signature)

Doing business as:

A Partnership

Partnership Name:

By:

(Signature of general partner -- attach evidence of authority to sign)

Name (typed or printed):

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):_______

By:

(Signature -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(CORPORATE SEAL)

City Hall Renovations 00 41 00-7

Attest

Date of Qualification to do business in Georgia is ____/____/____.

A Joint Venture

Name of Joint Venture:

First Joint Venturer Name: (SEAL)

By:

(Signature of first joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

Second Joint Venturer Name: (SEAL)

By:

(Signature of second joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

Bidder's Business Address

Phone No. _____________________________________ Fax No.

E-mail _____________________________________

SUBMITTED on , 20____.

State Contractor License No. . [If applicable]

END OF SECTION

City Hall Renovations 00 43 13-1

25-103BES REVISED 10/09 BID SECURITY FORM

SECTION 00 43 13

BID SECURITY FORM

BIDDER (Name and Address):

SURETY (Name and Address of Principal Place of Business):

OWNER (Name and Address):

City of Peachtree City 151 Willowbend Road Peachtree City, GA 30269

BID

Bid Due Date: October 17, 2024/3:00 pm

Description:

Renovate both lobbies of City Hall, install a new elevator, replace the HVAC equipment in the server room, and update the electrical backup system and switchgear

BOND

Bond Number:

Date (Not earlier than Bid due date):

Penal sum $ (Words) (Figures)

Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative.

BIDDER SURETY

(Seal) (Seal) Bidder’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By:

Signature Signature (Attach Power of Attorney)

Print Name Print Name

Title Title

Attest: Attest:

Signature Signature

Title Title

City Hall Renovations 00 43 13-2

Note: Surety companies executing bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located.

1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder’s and Surety’s liability. Recovery of such penal sum under the terms of this Bond shall be Owner’s sole and exclusive remedy upon default of Bidder.

2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents.

3. This obligation shall be null and void if:

3.1 Owner accepts Bidder’s Bid and Bidder delivers within the time required by the Bidding

Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents, or

3.2 All Bids are rejected by Owner, or

3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding

Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof).

4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due.

5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from Bid due date without Surety’s written consent.

6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid due date.

7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located.

8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned.

9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby.

10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in

City Hall Renovations 00 43 13-3 conflict therewith shall continue in full force and effect.

11. The term “Bid” as used herein includes a Bid, offer, or proposal as applicable.

END OF SECTION

STEEL

RIGID INSULATION

EARTH

GRAVEL TYPE 1

(ENGINEERED FILL)

GROUT

PRECAST CONCRETE

CRUSHED STONE

CONCRETE MASONRY UNIT

(CMU)

METAL STUD PARTITION

BRICK

ROUGH WOOD BLOCKING

WOOD, FINISHED WOODWORK

ROUGH WOOD BLOCKING,

NON-CONTINUOUS

PLYWOOD (LARGE SCALE)

GYPSUM BOARD

BATT OR LOOSE INSULATION

1 HR RATING

2 HR RATING

SMOKE RATINGCAVITY DRAINAGE MAT

ALUMINUM

STANDING SEAM ROOF

CONCRETE, POURED

TERRAZZO

EXISTING BUILDING MATERIALS

DRAWING LIST

SHEET NUMBER SHEET NAME SHEET ISSUE DATE Permit Issue Date ADDENDUM #2 ADDENDUM #3

GENERAL

G000 COVER 08/30/2024 08/30/2024

G001 DRAWING LIST & ABBREVIATIONS 09/25/2024 08/30/2024 09/24/2024 09/25/2024

G201 LIFE SAFETY PLAN - LOWER LEVEL 08/30/2024 08/30/2024

G202 LIFE SAFETY PLAN - UPPER LEVEL 08/30/2024 08/30/2024

STRUCTURAL

S200 ELEVATOR PLAN AND DETAILS 08/30/2024 08/30/2024

S900 TYPICAL NOTES 08/30/2024 08/30/2024

ARCHITECTURAL

A101 OVERALL DEMOLITION PLAN LOWER LEVEL 09/25/2024 08/30/2024 09/24/2024 09/25/2024

A102 OVERALL DEMOLITION PLAN UPPER LEVEL 09/25/2024 08/30/2024 09/25/2024

A103 ROOF PLAN - EXISTING CONDITIONS AND DEMO SCOPE 09/25/2024 08/30/2024 09/25/2024

A200 OVERALL FLOOR PLAN LOWER LEVEL 09/25/2024 08/30/2024 09/24/2024 09/25/2024

A201 OVERALL FLOOR PLAN UPPER LEVEL 09/24/2024 08/30/2024 09/24/2024

A202 OVERALL PROPOSED ROOF PLAN 09/25/2024 08/30/2024 09/25/2024

A400 WALL TYPES 08/30/2024 08/30/2024

A501 ELEVATOR SECTIONS & ENLARGED PLANS 08/30/2024 08/30/2024

A601 OVERALL REFLECTED CEILING PLAN LOWER LEVEL 08/30/2024 08/30/2024

A602 OVERALL REFLECTED CEILING PLAN UPPER LEVEL 08/30/2024 08/30/2024

A701 ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS 08/30/2024 08/30/2024

A702 ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS 08/30/2024 08/30/2024

A800 TYPICAL DETAILS 08/30/2024 08/30/2024

A801 ROOF DETAILS 08/30/2024 08/30/2024

A802 ROOF DETAILS 08/30/2024 08/30/2024

A900 DOOR PANELS, FRAME TYPES & SCHEDULES 09/24/2024 08/30/2024 09/24/2024

INTERIORS

I200 FIRST FLOOR FINISH PLAN 08/30/2024 08/30/2024

I201 SECOND FLOOR FINISH PLAN 08/30/2024 08/30/2024

MECHANICAL

H000 HVAC SYMBOLS LEGEND AND CONTRACTOR NOTES 08/30/2024 08/30/2024

H001 HVAC SPECIFICATIONS 08/30/2024 08/30/2024

H100 CPU REPLACEMENT FIRST AND SECOND FLOOR DEMOLITION PLANS 08/30/2024 08/30/2024

H101 PARTIAL UPPER AND LOWER LEVEL DEMOLITION PLAN 08/30/2024 08/30/2024

H200 CPU REPLACEMENT FIRST AND SECOND FLOOR NEW WORK PLANS 09/25/2024 08/30/2024 09/25/2024

H201 PARTIAL UPPER AND LOWER LEVEL NEW WORK PLAN 08/30/2024 08/30/2024

H800 DETAILS 08/30/2024 08/30/2024

H900 SCHEDULES 08/30/2024 08/30/2024

FIRE PROTECTION

FP 200 LOWER LEVEL FIRE PROTECTION PLAN 09/24/2024 09/24/2024

ELECTRICAL

E000 ELECTRICAL LEGEND, NOTES & SPECIFICATIONS 08/30/2024 08/30/2024

E001 ELECTRICAL ONE-LINE DIAGRAM 08/30/2024 08/30/2024

E100 ELECTRICAL DEMOLITION PLAN 08/30/2024 08/30/2024

E101 PARTIAL UPPER AND LOWER LEVEL ELECTRICAL DEMOLITION PLAN 08/30/2024 08/30/2024

E200 ELECTRICAL POWER PLAN 08/30/2024 08/30/2024

E201 PARTIAL UPPER AND LOWER LEVEL POWER PLANS 08/30/2024 08/30/2024

E300 ELECTRICAL LIGHTING PLAN 08/30/2024 08/30/2024

E301 PARTIAL UPPER AND LOWER LEVEL LIGHTING PLAN 08/30/2024 08/30/2024

615 Molly Lane Suite 100, Woodstock, GA 30189

CPL | Architecture Engineering Planning

CPLteam.com

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

/2

/2

:4

:2

A

M

1/4" = 1'-0" p ro je c t lo c a ti o n

D D e si g n

P ro je c t Fi le s o n

B

IM

PEACHTREE CITY

151 Willowbend Rd

Peachtree City, GA 30269

CITY HALL RENOVATION

R24.16574.00

DRAWING LIST & ABBREVIATIONS

MBR NAW

09/25/2024

PERMIT SET

G001

1. GENERAL CONTRACTOR (GC) SHALL SURVEY JOB SITE PRIOR TO COMMENCING WORK AND SHALL VERIFY ALL DIMENSIONS AND NOTE ALL

CONDITIONS WHICH WILL AFFECT OR BE AFFECTED BY WORK ON THIS PROJECT AND SUCH CONDITIONS OR DISCREPANCIES SHALL BE REPORTED

IMMEDIATELY TO THE ARCHITECT. FAILURE TO DO SO WILL NOT JUSTIFY ANY ADDITIONAL CHARGES.

2. DO NOT SCALE DRAWINGS. IF A DIMENSION IS NEEDED, CONTACT THE ARCHITECT.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WHICH OCCUR WITHIN THE CONTRACT DOCUMENTS PRIOR TO THE

ORDERING OF MATERIALS OR EXECUTION OF WORK.

4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES, LAWS, RULES AND REGULATIONS OF ALL CONSTITUTED PUBLIC

AUTHORITIES HAVING JURISDICTION.

5. CONTRACTOR SHALL CLEAN ALL SPACES AND SURFACES THOROUGHLY UPON COMPLETION OF THE WORK, INCLUDING REMOVING DUST, DEBRIS, OILS, STAINS, FINGERPRINTS AND LABELS FROM EXPOSED FINISHED SURFACES, INCLUDING GLAZING.

6. PROJECT CLEANUP SHALL INCLUDE A "VACUUM CLEAN" INTERIOR SPACE WITH RESTORATION OF ALL DAMAGED SURFACES AND ITEMS (INTERIOR &

EXTERIOR) TO "LIKE NEW" CONDITION.

7. AFTER COMPLETION OF WORK ALL ADDITIONAL MATERIALS REMAINING DUE TO CONSTRUCTION SHALL BECOME THE PROPERTY OF THE GENERAL

CONTRACTOR AND SHALL BE DISPOSED OF / REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, RULES, AND REGULATIONS UNLESS

NOTIFIED OTHERWISE. CONTRACTOR SHALL ALSO REMOVE ALL WASTE DEBRIS, RUBBISH, TOOLS, EQUIPMENT AND SURPLUS MATERIALS UPON COMPLETION

OF WORK. THROUGHOUT CONSTRUCTION, SITE SHALL BE ORGANIZED AND CLEANED BY CONTRACTOR ON A DAILY BASIS.

8. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO PROTECTING THE EXISTING SIDEWALK, PARKING LOT, AND LANDSCAPING FROM THE

EQUIPMENT NECESSARY TO COMPLETE THE PROJECT.

9. THE ROOF PLANS AND DETAILS ARE REPRESENTATIVE IN NATURE AND ARE PROVIDED TO SHOW THE RELATIONSHIP BETWEEN SPECIFIED MATERIALS. FOR

CLARITY, ALL SPECIFIED MATERIALS REQUIRED FOR USE MAY NOT BE SHOWN ON THE CONSTRUCTION DOCUMENTS AND THE CONTRACTOR SHALL ENSURE

THAT CONSTRUCTION, INSTALLATION, AND APPLICATION OF MATERIALS IS DONE IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.

10. WEATHER PROTECTION TO BE PROVIDED FOR STORED MATERIALS. FASTENERS, ADHESIVES, SEALANTS, AND ACCESSORIES SHOULD ALSO BE COVERED

TO PROTECT THEM FROM WEATHER. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR STORAGE REQUIREMENTS.

GENERAL NOTES FILL PATTERNS

A

AFF ABOVE FINISHED FLOOR

ACT ACOUSTICAL CEILING TILE

AWP ACOUSTICAL WALL PANEL

ADJ ADJACENT

A/C AIR CONDITIONING

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

AD AREA DRAIN

@ AT

AUTO AUTOMATIC

B

BP BEARING PLATE

BITUM BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BLDG BUILDING

C

CLG CEILING

CLG HT CEILING HEIGHT

CL CENTER LINE

CER CERAMIC

CO CLEAN OUT

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

D

DP DAMP PROOFING

DEMO DEMOLISH

DEPT DEPARTMENT

DET,DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DR DOOR

DBL DOUBLE

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

E

EA EACH

EF EACH FACE

EW EACH WAY

E EAST

ELEC ELECTRICAL

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

EXHST EXHAUST

EXIST EXISTING

EXP EXPANSION

EJ EXPANSION JOINT

F

FAB FABRICATE

FT FEET

FIG FIGURE

FF FINISH FLOOR

FEC FIRE EXTINGUISHER CABINET

FL,FLR FLOOR

FD FLOOR DRAIN

FTG FOOTING

FND FOUNDATION

G

GALV GALVANIZED

G GAS

GA GAUGE

GEN GENERAL

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GSF GROSS SQUARE FOOT

GYP GYPSUM

GYP BD GYPSUM BD

GWB GYPSUM WALL BOARD

H

HDWR HARDWARE

HVAC HEATING, VENTILATING & AIR

CONDITIONING

HT, HGT HEIGHT

HWY HIGHWAY

HM HOLLOW METAL

HB HOSE BIBB

HW HOT WATER

HR HOUR

I

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

J

JAN JANITOR

JS JANITOR SINK

JT JOINT

L

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LW LIGHT WEIGHT

M

MACH MACHINE

MH MAN HOLE

MFR MANUFACTURE

MAS MASONRY

MO MASONRY OPENING

MAT MATERIALS

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTD MOUNTED

N

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO, # NUMBER

O

OC ON CENTER

OPNG OPENING

OD OUTSIDE DIAMETER

OH OVERHEAD

P

PT PAINT(ED)

PR PAIR

PART PARTITION

PVMT PAVEMENT

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PVC POLYVINYL CHLORIDE

PRE FAB PREFABRICATED

PT PRESSURE TREATED

PL PROPERTY LINE

Q

QTY QUANTITY

R

RAD RADIUS

RECP RECEPTACLE

RE: REFER TO

REINF REINFORCED(ING)

REQ'D REQUIRED

REV REVISED

RH RIGHT HAND

R RISER

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

S

SAN SANITARY

SECT SECTION

SIM SIMILAR

SSM SOLID SURFACE MATERIAL

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

ST STL STRUCTURAL STEEL

STRUCT STRUCTURE, STRUCTURAL

SUSP SUSPENDED

T

TEL TELEPHONE

TEMP TEMPERATURE

THK THICKNESS

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

V

VIF VERIFY IN FIELD

W

WC WATER CLOSET

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

W WEST

WIND WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

Y

YD YARD

PROJECT ABBREVIATIONS

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

1 09/24/2024 ADDENDUM 2

2 09/25/2024 ADDENDUM 3

RELEASED FOR

PERMIT

1 2

David Borkowski Void

STEEL

RIGID INSULATION

EARTH

GRAVEL TYPE 1

(ENGINEERED FILL) GROUT

PRECAST CONCRETE

CRUSHED STONE

CONCRETE MASONRY UNIT

(CMU)

METAL STUD PARTITION

BRICK

ROUGH WOOD BLOCKING

WOOD, FINISHED WOODWORK

ROUGH WOOD BLOCKING,

NON-CONTINUOUS

PLYWOOD (LARGE SCALE)

GYPSUM BOARD

BATT OR LOOSE INSULATION

1 HR RATING

2 HR RATING

SMOKE RATINGCAVITY DRAINAGE MAT

ALUMINUM

STANDING SEAM ROOF

CONCRETE, POURED

TERRAZZO

EXISTING BUILDING MATERIALS

DRAWING LIST

SHEET NUMBER SHEET NAME SHEET ISSUE DATE Permit Issue Date ADDENDUM #2 ADDENDUM #3 ADDENDUM #4

GENERAL

G000 COVER 08/30/2024 08/30/2024

G001 DRAWING LIST & ABBREVIATIONS 10/07/2024 08/30/2024 09/24/2024 09/25/2024 10/07/2024

G201 LIFE SAFETY PLAN - LOWER LEVEL 08/30/2024 08/30/2024

G202 LIFE SAFETY PLAN - UPPER LEVEL 08/30/2024 08/30/2024

STRUCTURAL

S200 ELEVATOR PLAN AND DETAILS 08/30/2024 08/30/2024

S900 TYPICAL NOTES 08/30/2024 08/30/2024

ARCHITECTURAL

A101 OVERALL DEMOLITION PLAN LOWER LEVEL 09/25/2024 08/30/2024 09/24/2024 09/25/2024

A102 OVERALL DEMOLITION PLAN UPPER LEVEL 09/25/2024 08/30/2024 09/25/2024

A103 ROOF PLAN - EXISTING CONDITIONS AND DEMO SCOPE 09/25/2024 08/30/2024 09/25/2024

A200 OVERALL FLOOR PLAN LOWER LEVEL 09/25/2024 08/30/2024 09/24/2024 09/25/2024

A201 OVERALL FLOOR PLAN UPPER LEVEL 10/07/2024 08/30/2024 09/24/2024 10/07/2024

A202 OVERALL PROPOSED ROOF PLAN 10/07/2024 08/30/2024 09/25/2024 10/07/2024

A400 WALL TYPES 08/30/2024 08/30/2024

A501 ELEVATOR SECTIONS & ENLARGED PLANS 08/30/2024 08/30/2024

A601 OVERALL REFLECTED CEILING PLAN LOWER LEVEL 08/30/2024 08/30/2024

A602 OVERALL REFLECTED CEILING PLAN UPPER LEVEL 08/30/2024 08/30/2024

A701 ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS 10/07/2024 08/30/2024 10/07/2024

A702 ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS 10/07/2024 08/30/2024 10/07/2024

A800 TYPICAL DETAILS 08/30/2024 08/30/2024

A801 ROOF DETAILS 08/30/2024 08/30/2024

A802 ROOF DETAILS 08/30/2024 08/30/2024

A900 DOOR PANELS, FRAME TYPES & SCHEDULES 10/07/2024 08/30/2024 09/24/2024 10/07/2024

INTERIORS

I200 FIRST FLOOR FINISH PLAN 08/30/2024 08/30/2024

I201 SECOND FLOOR FINISH PLAN 08/30/2024 08/30/2024

MECHANICAL

H000 HVAC SYMBOLS LEGEND AND CONTRACTOR NOTES 08/30/2024 08/30/2024

H001 HVAC SPECIFICATIONS 08/30/2024 08/30/2024

H100 CPU REPLACEMENT FIRST AND SECOND FLOOR DEMOLITION PLANS 08/30/2024 08/30/2024

H101 PARTIAL UPPER AND LOWER LEVEL DEMOLITION PLAN 08/30/2024 08/30/2024

H200 CPU REPLACEMENT FIRST AND SECOND FLOOR NEW WORK PLANS 09/25/2024 08/30/2024 09/25/2024

H201 PARTIAL UPPER AND LOWER LEVEL NEW WORK PLAN 08/30/2024 08/30/2024

H800 DETAILS 08/30/2024 08/30/2024

H900 SCHEDULES 08/30/2024 08/30/2024

FIRE PROTECTION

FP 200 LOWER LEVEL FIRE PROTECTION PLAN 09/24/2024 09/24/2024

ELECTRICAL

E000 ELECTRICAL LEGEND, NOTES & SPECIFICATIONS 08/30/2024 08/30/2024

E001 ELECTRICAL ONE-LINE DIAGRAM 08/30/2024 08/30/2024

E100 ELECTRICAL DEMOLITION PLAN 08/30/2024 08/30/2024

E101 PARTIAL UPPER AND LOWER LEVEL ELECTRICAL DEMOLITION PLAN 08/30/2024 08/30/2024

E200 ELECTRICAL POWER PLAN 08/30/2024 08/30/2024

E201 PARTIAL UPPER AND LOWER LEVEL POWER PLANS 08/30/2024 08/30/2024

E300 ELECTRICAL LIGHTING PLAN 08/30/2024 08/30/2024

E301 PARTIAL UPPER AND LOWER LEVEL LIGHTING PLAN 08/30/2024 08/30/2024

615 Molly Lane Suite 100, Woodstock, GA 30189

CPL | Architecture Engineering Planning

CPLteam.com

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

/7 /2

:3 :0

P

M

1/4" = 1'-0" p ro je c t lo c a ti o n

D D e si ro je c t Fi le s o n

B

IM

PEACHTREE CITY

151 Willowbend Rd

Peachtree City, GA 30269

CITY HALL RENOVATION

R24.16574.00

DRAWING LIST & ABBREVIATIONS

MBR NAW

10/07/2024

PERMIT SET

G001

1. GENERAL CONTRACTOR (GC) SHALL SURVEY JOB SITE PRIOR TO COMMENCING WORK AND SHALL VERIFY ALL DIMENSIONS AND NOTE ALL

CONDITIONS WHICH WILL AFFECT OR BE AFFECTED BY WORK ON THIS PROJECT AND SUCH CONDITIONS OR DISCREPANCIES SHALL BE REPORTED

IMMEDIATELY TO THE ARCHITECT. FAILURE TO DO SO WILL NOT JUSTIFY ANY ADDITIONAL CHARGES.

2. DO NOT SCALE DRAWINGS. IF A DIMENSION IS NEEDED, CONTACT THE ARCHITECT.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WHICH OCCUR WITHIN THE CONTRACT DOCUMENTS PRIOR TO THE

ORDERING OF MATERIALS OR EXECUTION OF WORK.

4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES, LAWS, RULES AND REGULATIONS OF ALL CONSTITUTED PUBLIC

AUTHORITIES HAVING JURISDICTION.

5. CONTRACTOR SHALL CLEAN ALL SPACES AND SURFACES THOROUGHLY UPON COMPLETION OF THE WORK, INCLUDING REMOVING DUST, DEBRIS, OILS, STAINS, FINGERPRINTS AND LABELS FROM EXPOSED FINISHED SURFACES, INCLUDING GLAZING.

6. PROJECT CLEANUP SHALL INCLUDE A "VACUUM CLEAN" INTERIOR SPACE WITH RESTORATION OF ALL DAMAGED SURFACES AND ITEMS (INTERIOR &

EXTERIOR) TO "LIKE NEW" CONDITION.

7. AFTER COMPLETION OF WORK ALL ADDITIONAL MATERIALS REMAINING DUE TO CONSTRUCTION SHALL BECOME THE PROPERTY OF THE GENERAL

CONTRACTOR AND SHALL BE DISPOSED OF / REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, RULES, AND REGULATIONS UNLESS

NOTIFIED OTHERWISE. CONTRACTOR SHALL ALSO REMOVE ALL WASTE DEBRIS, RUBBISH, TOOLS, EQUIPMENT AND SURPLUS MATERIALS UPON COMPLETION

OF WORK. THROUGHOUT CONSTRUCTION, SITE SHALL BE ORGANIZED AND CLEANED BY CONTRACTOR ON A DAILY BASIS.

8. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO PROTECTING THE EXISTING SIDEWALK, PARKING LOT, AND LANDSCAPING FROM THE

EQUIPMENT NECESSARY TO COMPLETE THE PROJECT.

9. THE ROOF PLANS AND DETAILS ARE REPRESENTATIVE IN NATURE AND ARE PROVIDED TO SHOW THE RELATIONSHIP BETWEEN SPECIFIED MATERIALS. FOR

CLARITY, ALL SPECIFIED MATERIALS REQUIRED FOR USE MAY NOT BE SHOWN ON THE CONSTRUCTION DOCUMENTS AND THE CONTRACTOR SHALL ENSURE

THAT CONSTRUCTION, INSTALLATION, AND APPLICATION OF MATERIALS IS DONE IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.

10. WEATHER PROTECTION TO BE PROVIDED FOR STORED MATERIALS. FASTENERS, ADHESIVES, SEALANTS, AND ACCESSORIES SHOULD ALSO BE COVERED

TO PROTECT THEM FROM WEATHER. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR STORAGE REQUIREMENTS.

GENERAL NOTES FILL PATTERNS

A

AFF ABOVE FINISHED FLOOR

ACT ACOUSTICAL CEILING TILE

AWP ACOUSTICAL WALL PANEL

ADJ ADJACENT

A/C AIR CONDITIONING

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

AD AREA DRAIN

@ AT

AUTO AUTOMATIC

B

BP BEARING PLATE

BITUM BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BLDG BUILDING

C

CLG CEILING

CLG HT CEILING HEIGHT

CL CENTER LINE

CER CERAMIC

CO CLEAN OUT

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

D

DP DAMP PROOFING

DEMO DEMOLISH

DEPT DEPARTMENT

DET,DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DR DOOR

DBL DOUBLE

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

E

EA EACH

EF EACH FACE

EW EACH WAY

E EAST

ELEC ELECTRICAL

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

EXHST EXHAUST

EXIST EXISTING

EXP EXPANSION

EJ EXPANSION JOINT

F

FAB FABRICATE

FT FEET

FIG FIGURE

FF FINISH FLOOR

FEC FIRE EXTINGUISHER CABINET

FL,FLR FLOOR

FD FLOOR DRAIN

FTG FOOTING

FND FOUNDATION

G

GALV GALVANIZED

G GAS

GA GAUGE

GEN GENERAL

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GSF GROSS SQUARE FOOT

GYP GYPSUM

GYP BD GYPSUM BD

GWB GYPSUM WALL BOARD

H

HDWR HARDWARE

HVAC HEATING, VENTILATING & AIR

CONDITIONING

HT, HGT HEIGHT

HWY HIGHWAY

HM HOLLOW METAL

HB HOSE BIBB

HW HOT WATER

HR HOUR

I

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

J

JAN JANITOR

JS JANITOR SINK

JT JOINT

L

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LW LIGHT WEIGHT

M

MACH MACHINE

MH MAN HOLE

MFR MANUFACTURE

MAS MASONRY

MO MASONRY OPENING

MAT MATERIALS

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTD MOUNTED

N

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO, # NUMBER

O

OC ON CENTER

OPNG OPENING

OD OUTSIDE DIAMETER

OH OVERHEAD

P

PT PAINT(ED)

PR PAIR

PART PARTITION

PVMT PAVEMENT

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PVC POLYVINYL CHLORIDE

PRE FAB PREFABRICATED

PT PRESSURE TREATED

PL PROPERTY LINE

Q

QTY QUANTITY

R

RAD RADIUS

RECP RECEPTACLE

RE: REFER TO

REINF REINFORCED(ING)

REQ'D REQUIRED

REV REVISED

RH RIGHT HAND

R RISER

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

S

SAN SANITARY

SECT SECTION

SIM SIMILAR

SSM SOLID SURFACE MATERIAL

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

ST STL STRUCTURAL STEEL

STRUCT STRUCTURE, STRUCTURAL

SUSP SUSPENDED

T

TEL TELEPHONE

TEMP TEMPERATURE

THK THICKNESS

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

V

VIF VERIFY IN FIELD

W

WC WATER CLOSET

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

W WEST

WIND WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

Y

YD YARD

PROJECT ABBREVIATIONS

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

1 09/24/2024 ADDENDUM 2

2 09/25/2024 ADDENDUM 3

3 10/07/2024 ADDENDUM 4

RELEASED FOR

PERMIT

1 2

B

A

1 2 32.6

B.1

C

D

DEMOLITION GENERAL NOTES

1. ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF

MATERIALS TO BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY

ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO COMMENCEMENT OF ALL

DEMOLITION WORK.

2. ALL ITEMS TO BE SALVAGED WITHIN THE DEMOLITION AREA WILL BE REMOVED BY THE

OWNER PRIOR TO ONSET OF DEMOLITION WORK.

3. REMAINING SUBSTRATES SHALL BE LEFT IN A CONDITION ACCEPTABLE TO RECEIVE NEW

WORK. WHERE NEW FINISHES ARE SCHEDULED AT EXISTING CONDITIONS, REMOVE

EXISTING FINISHES DOWN TO SUBSTRATE AND PREPARE SURFACE FOR NEW FINISH.

4. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING FINISHES AND

EQUIPMENT NOT REMOVED UNDER THE SCOPE OF WORK. ANY DAMAGE WILL BE

REPAIRED TO THE OWNER/ARCHITECT'S SATISFACTION.

5. POWER, COMMUNICATION, & FIRE PROTECTION SHUT DOWNS SHALL NOT EFFECT

PORTIONS OF BUILDING(S) THAT NEED TO REMAIN IN USE. CONTRACTOR TO REROUTE

OR PROVIDE TEMPORARY POWER, COMMUNICATION, & FIRE PROTECTION.

COORDINATE SHUT DOWNS WITH OWNER AND GENERAL MANAGER ON SITE.

6. WORK AREAS SHALL BE MAINTAINED AND ALL WORK AREAS SHALL BE LEFT BROOM

CLEANED AT END OF EACH DAY.

7. TYPICAL BUILDING COMPONENTS TO BE LEFT IN PLACE WHICH ARE NOT TO BE

DEMOLISHED, UNLESS NOTED OTHERWISE:

A. FIRE PROOFING ON COLUMNS AND BEAMS WHICH IS NOT PART OF A WALL OR

CEILING SYSTEM. THIS INCLUDES PLASTER, MASONRY, AND CONCRETE COVERS

WHICH MAY BE ENCAPSULATED BY THE WALL OR CEILING ASSEMBLIES.

B. ELECTRIC, PLUMBING AND HVAC LINES FEEDING AREAS TO REMAIN IN

OPERATION. COORDINATE WITH MEP DRAWINGS.

C. ANY STRUCTURES UNCOVERED AS A RESULT OF DEMOLITION WHICH APPEAR TO BE

SUPPORTING IN NATURE AND REQUIRING VERIFICATION PRIOR TO DEMOLITION.

THIS INCLUDES EQUIPMENT SUPPORTS AND STRUCTURE ADDED AS A RESULT OF

PREVIOUS CONSTRUCTION OR ADDITIONS.

8. THE OWNER WILL REMOVE ALL MOVEABLE OR UNATTACHED ITEMS TO BE SAVED OR

STORED PRIOR TO CONTRACTORS' SALVAGE OPERATIONS. ITEMS TO BE SALVAGED

INCLUDE BUT ARE NOT LIMITED TO, THOSE ITEMS SHOWN ON THE DRAWINGS.

9. IN THE CASE THAT ANY SUSPICIOUS MATERIALS ARE UNCOVERED THAT APPEAR TO

CONTAIN HAZARDOUS MATERIALS SUCH AS BUT NOT LIMITED TO MOLD, LEAD PAINT

OR ASBESTOS, LEAVE THE PREMISES AND NOTIFY THE OWNER & ABATEMENT

CONTRACTOR FOR REQUIRED TESTING AND/OR REMOVALS.

DEMOLITION KEY NOTES

1 STANDING SEAM METAL ROOF EXISTING TO REMAIN, N.I.C.

2 PROTECT EXISTING WALKWAY DURING CONSTRUCTION. WALKWAY N.I.C.

TRIM BACK TREE AND CLEAR ROOF OF DEBRIS. WORK TO BE PERFORMED BY THE

CITY.

EXISTING MECHANICAL ROOFTOP EQUIPMENT. SEE MECHANICAL REPLACEMENT

DRAWINGS FOR EXTENT OF EQUIPMENT REMOVAL/ REPLACEMENT.

REMOVE EXISTING MEMBRANE ROOFING SYSTEM DOWN TO METAL DECKING.

PREP DECK TO RECEIVE NEW ROOFING.

REMOVE EXISTING METAL COPING IN ITS ENTIRETY AND PREP SURFACE TO

RECEIVE NEW COPING. REPLACE BLOCKING W/ NEW 2xPT BLOCKING.

7 EXISTING ROOF HATCH TO REMAIN.

8 EXISTING MECHANICAL EQUIPMENT TO REMAIN.

DEMO EXISTING WALL (AND GLAZING WHERE SHOWN) AND PREPARE SURFACE

FOR NEW WORK. FOR WORK OUTSIDE THE MAIN LOBBY AND ELEVATOR AREA,

REFER TO MEP DRAWINGS TO COORDINATE EXACT OPENING REQUIREMENTS.

10 DEMO EXISTING WINDOWS AND PREPARE SURFACE TO RECEIVE NEW WORK.

DEMO EXISTING DOOR AND FRAME AND PREPARE SURFACE TO RECEIVE NEW

WORK.

12 REMOVE EXISTING DOOR AND PREPARE SURFACE TO RECEIVE NEW DOOR.

13 REMOVE EXISTING MILLWORK AND PREPARE SURFACE TO RECEIVE NEW WORK.

REMOVE EXISTING FLOORING AND BASE AND PREPARE SURFACE TO RECEIVE

NEW WORK.

15 DEMO EXISTING CEILING

16 REMOVE AND RELOCATE EXISTING DOOR AS INDICATED IN DOOR SCHEDULE.

FITNESS

OFFICE

OFFICE

CONFERENCE OFFICE OFFICE

STOR./ PRINT

ELECTRICAL/ IT ELEC./ TEL. ROOM

OFFICE OFFICE

MECHANICAL

PRINT

STORAGE

EQUIPMENT

COMPUTER LAB

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STAIRS

ELEV.

TOILET

ELEV. EQUIP. RN.

STOR.

MEN'S RR

JAN.

WOMEN'S RR

LOCKERS/ SHOWER

WOMEN'S RR LOCKERS/ SHOWER

MEN'S RR

STORAGE

STORAGE

STORAGE

STORAGE

COMMUNITY ROOM

VESTIBULE

OFFICE

CORRIDOR

OFFICE

CORRIDOR

CORRIDOR

CORRIDOR

OPEN OFFICE

BREAKROOM

CORRIDOR

FILE STORAGE

FILE STORAGE

STORAGE

STOR.

MECH.

AREA OF DEMOLITION WORK.

SEE CORRESPONDING KEYNOTES

DEMOLITION GRAPHIC SYMBOLS LEGEND

ITEM TO BE DEMOLISHED. SEE CORRESPONDING KEYNOTE

KEYNOTE SYMBOL. SEE DEMOLITION KEY NOTES FOR SCOPE OF WORK.A1

AREA OF PLAN NOT IN

CONTRACT (N.I.C.)

EF EXISTING EXHAUST FAN. SEE HVAC DRAWINGS FOR EXTENT OF WORK.

RD EXISTING ROOF DRAIN. SEE HVAC DRAWINGS FOR EXTENT OF WORK.

ERD EXISTING OVERFLOW ROOF DRAIN. SEE HVAC DRAWINGS FOR EXTENT OF

WORK.

615 Molly Lane Suite 100, Woodstock, GA 30189

CPL | Architecture Engineering Planning

CPLteam.com

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

/2

/2

:4

:1

A

M

As indicated p ro je c t lo c a ti o n

D D e si ro je c t Fi le s o n

B

IM

PEACHTREE CITY

151 Willowbend Rd

Peachtree City, GA 30269

CITY HALL RENOVATION

R24.16574.00

OVERALL DEMOLITION PLAN

LOWER LEVEL

Author Checker

09/25/2024

PERMIT SET

A101

PROJECT

NORTH

1/8" = 1'-0"A101

1 OVERALL DEMOLITION PLAN LOWER LEVEL

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

1 09/24/2024 ADDENDUM 2

2 09/25/2024 ADDENDUM 3

RELEASED FOR

PERMIT

1 2 32.6

B.1

C

D

3'-6"

DEMOLITION GENERAL NOTES

1. ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF

MATERIALS TO BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY

ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO COMMENCEMENT OF ALL

DEMOLITION WORK.

2. ALL ITEMS TO BE SALVAGED WITHIN THE DEMOLITION AREA WILL BE REMOVED BY THE

OWNER PRIOR TO ONSET OF DEMOLITION WORK.

3. REMAINING SUBSTRATES SHALL BE LEFT IN A CONDITION ACCEPTABLE TO RECEIVE NEW

WORK. WHERE NEW FINISHES ARE SCHEDULED AT EXISTING CONDITIONS, REMOVE

EXISTING FINISHES DOWN TO SUBSTRATE AND PREPARE SURFACE FOR NEW FINISH.

4. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING FINISHES AND

EQUIPMENT NOT REMOVED UNDER THE SCOPE OF WORK. ANY DAMAGE WILL BE

REPAIRED TO THE OWNER/ARCHITECT'S SATISFACTION.

5. POWER, COMMUNICATION, & FIRE PROTECTION SHUT DOWNS SHALL NOT EFFECT

PORTIONS OF BUILDING(S) THAT NEED TO REMAIN IN USE. CONTRACTOR TO REROUTE

OR PROVIDE TEMPORARY POWER, COMMUNICATION, & FIRE PROTECTION.

COORDINATE SHUT DOWNS WITH OWNER AND GENERAL MANAGER ON SITE.

6. WORK AREAS SHALL BE MAINTAINED AND ALL WORK AREAS SHALL BE LEFT BROOM

CLEANED AT END OF EACH DAY.

7. TYPICAL BUILDING COMPONENTS TO BE LEFT IN PLACE WHICH ARE NOT TO BE

DEMOLISHED, UNLESS NOTED OTHERWISE:

A. FIRE PROOFING ON COLUMNS AND BEAMS WHICH IS NOT PART OF A WALL OR

CEILING SYSTEM. THIS INCLUDES PLASTER, MASONRY, AND CONCRETE COVERS

WHICH MAY BE ENCAPSULATED BY THE WALL OR CEILING ASSEMBLIES.

B. ELECTRIC, PLUMBING AND HVAC LINES FEEDING AREAS TO REMAIN IN

OPERATION. COORDINATE WITH MEP DRAWINGS.

C. ANY STRUCTURES UNCOVERED AS A RESULT OF DEMOLITION WHICH APPEAR TO BE

SUPPORTING IN NATURE AND REQUIRING VERIFICATION PRIOR TO DEMOLITION.

THIS INCLUDES EQUIPMENT SUPPORTS AND STRUCTURE ADDED AS A RESULT OF

PREVIOUS CONSTRUCTION OR ADDITIONS.

8. THE OWNER WILL REMOVE ALL MOVEABLE OR UNATTACHED ITEMS TO BE SAVED OR

STORED PRIOR TO CONTRACTORS' SALVAGE OPERATIONS. ITEMS TO BE SALVAGED

INCLUDE BUT ARE NOT LIMITED TO, THOSE ITEMS SHOWN ON THE DRAWINGS.

9. IN THE CASE THAT ANY SUSPICIOUS MATERIALS ARE UNCOVERED THAT APPEAR TO

CONTAIN HAZARDOUS MATERIALS SUCH AS BUT NOT LIMITED TO MOLD, LEAD PAINT

OR ASBESTOS, LEAVE THE PREMISES AND NOTIFY THE OWNER & ABATEMENT

CONTRACTOR FOR REQUIRED TESTING AND/OR REMOVALS.

DEMOLITION KEY NOTES

1 STANDING SEAM METAL ROOF EXISTING TO REMAIN, N.I.C.

2 PROTECT EXISTING WALKWAY DURING CONSTRUCTION. WALKWAY N.I.C.

TRIM BACK TREE AND CLEAR ROOF OF DEBRIS. WORK TO BE PERFORMED BY THE

CITY.

EXISTING MECHANICAL ROOFTOP EQUIPMENT. SEE MECHANICAL REPLACEMENT

DRAWINGS FOR EXTENT OF EQUIPMENT REMOVAL/ REPLACEMENT.

REMOVE EXISTING MEMBRANE ROOFING SYSTEM DOWN TO METAL DECKING.

PREP DECK TO RECEIVE NEW ROOFING.

REMOVE EXISTING METAL COPING IN ITS ENTIRETY AND PREP SURFACE TO

RECEIVE NEW COPING. REPLACE BLOCKING W/ NEW 2xPT BLOCKING.

7 EXISTING ROOF HATCH TO REMAIN.

8 EXISTING MECHANICAL EQUIPMENT TO REMAIN.

DEMO EXISTING WALL (AND GLAZING WHERE SHOWN) AND PREPARE SURFACE

FOR NEW WORK. FOR WORK OUTSIDE THE MAIN LOBBY AND ELEVATOR AREA,

REFER TO MEP DRAWINGS TO COORDINATE EXACT OPENING REQUIREMENTS.

10 DEMO EXISTING WINDOWS AND PREPARE SURFACE TO RECEIVE NEW WORK.

DEMO EXISTING DOOR AND FRAME AND PREPARE SURFACE TO RECEIVE NEW

WORK.

12 REMOVE EXISTING DOOR AND PREPARE SURFACE TO RECEIVE NEW DOOR.

13 REMOVE EXISTING MILLWORK AND PREPARE SURFACE TO RECEIVE NEW WORK.

REMOVE EXISTING FLOORING AND BASE AND PREPARE SURFACE TO RECEIVE

NEW WORK.

15 DEMO EXISTING CEILING

16 REMOVE AND RELOCATE EXISTING DOOR AS INDICATED IN DOOR SCHEDULE.

STAIRS

ELEV.

BREAKROOM OFFICE OFFICE OFFICE

OFFICESTORAGE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

PRINT

OFFICE

IT

CORRIDOR

COURT CLERK

MECHANICAL ROOM

JANITORTOILETSTORAGE

OFFICECOPY/PRINT

CONFERENCE

GREEN SCREEN RM

OFFICE

OFFICE STORAGE

MEN'S RR WOMEN'S RR

OFFICE OFFICE

CORRIDOR

OFFICE OFFICE INFORMATION

CORRIDORCORRIDOR

CORRIDOR

CORRIDOR

FILE STORAGE

VAULT

OFFICE

COURT ROOM

COPY/ PRINT

HOLDING

VESTIBULE

CORRIDOR

LOBBY

AREA OF DEMOLITION WORK.

SEE CORRESPONDING KEYNOTES

DEMOLITION GRAPHIC SYMBOLS LEGEND

ITEM TO BE DEMOLISHED. SEE CORRESPONDING KEYNOTE

KEYNOTE SYMBOL. SEE DEMOLITION KEY NOTES FOR SCOPE OF WORK.A1

AREA OF PLAN NOT IN

CONTRACT (N.I.C.)

EF EXISTING EXHAUST FAN. SEE HVAC DRAWINGS FOR EXTENT OF WORK.

RD EXISTING ROOF DRAIN. SEE HVAC DRAWINGS FOR EXTENT OF WORK.

ERD EXISTING OVERFLOW ROOF DRAIN. SEE HVAC DRAWINGS FOR EXTENT OF

WORK.

615 Molly Lane Suite 100, Woodstock, GA 30189

CPL | Architecture Engineering Planning

CPLteam.com

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

/2

/2

:4

:1

A

M

As indicated p ro je c t lo c a ti o n

D D e si ro je c t Fi le s o n

B

IM

PEACHTREE CITY

151 Willowbend Rd

Peachtree City, GA 30269

CITY HALL RENOVATION

R24.16574.00

OVERALL DEMOLITION PLAN

UPPER LEVEL

Author Checker

09/25/2024

PERMIT SET

A102

PROJECT

NORTH

1/8" = 1'-0"A102

1 OVERALL DEMOLITION PLAN UPPER LEVEL

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

2 09/25/2024 ADDENDUM 3

RELEASED FOR

DEMOLITION GENERAL NOTES

1. ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF

MATERIALS TO BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY

ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO COMMENCEMENT OF ALL

DEMOLITION WORK.

2. ALL ITEMS TO BE SALVAGED WITHIN THE DEMOLITION AREA WILL BE REMOVED BY THE

OWNER PRIOR TO ONSET OF DEMOLITION WORK.

3. REMAINING SUBSTRATES SHALL BE LEFT IN A CONDITION ACCEPTABLE TO RECEIVE NEW

WORK. WHERE NEW FINISHES ARE SCHEDULED AT EXISTING CONDITIONS, REMOVE

EXISTING FINISHES DOWN TO SUBSTRATE AND PREPARE SURFACE FOR NEW FINISH.

4. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING FINISHES AND

EQUIPMENT NOT REMOVED UNDER THE SCOPE OF WORK. ANY DAMAGE WILL BE

REPAIRED TO THE OWNER/ARCHITECT'S SATISFACTION.

5. POWER, COMMUNICATION, & FIRE PROTECTION SHUT DOWNS SHALL NOT EFFECT

PORTIONS OF BUILDING(S) THAT NEED TO REMAIN IN USE. CONTRACTOR TO REROUTE

OR PROVIDE TEMPORARY POWER, COMMUNICATION, & FIRE PROTECTION.

COORDINATE SHUT DOWNS WITH OWNER AND GENERAL MANAGER ON SITE.

6. WORK AREAS SHALL BE MAINTAINED AND ALL WORK AREAS SHALL BE LEFT BROOM

CLEANED AT END OF EACH DAY.

7. TYPICAL BUILDING COMPONENTS TO BE LEFT IN PLACE WHICH ARE NOT TO BE

DEMOLISHED, UNLESS NOTED OTHERWISE:

A. FIRE PROOFING ON COLUMNS AND BEAMS WHICH IS NOT PART OF A WALL OR

CEILING SYSTEM. THIS INCLUDES PLASTER, MASONRY, AND CONCRETE COVERS

WHICH MAY BE ENCAPSULATED BY THE WALL OR CEILING ASSEMBLIES.

B. ELECTRIC, PLUMBING AND HVAC LINES FEEDING AREAS TO REMAIN IN

OPERATION. COORDINATE WITH MEP DRAWINGS.

C. ANY STRUCTURES UNCOVERED AS A RESULT OF DEMOLITION WHICH APPEAR TO BE

SUPPORTING IN NATURE AND REQUIRING VERIFICATION PRIOR TO DEMOLITION.

THIS INCLUDES EQUIPMENT SUPPORTS AND STRUCTURE ADDED AS A RESULT OF

PREVIOUS CONSTRUCTION OR ADDITIONS.

8. THE OWNER WILL REMOVE ALL MOVEABLE OR UNATTACHED ITEMS TO BE SAVED OR

STORED PRIOR TO CONTRACTORS' SALVAGE OPERATIONS. ITEMS TO BE SALVAGED

INCLUDE BUT ARE NOT LIMITED TO, THOSE ITEMS SHOWN ON THE DRAWINGS.

9. IN THE CASE THAT ANY SUSPICIOUS MATERIALS ARE UNCOVERED THAT APPEAR TO

CONTAIN HAZARDOUS MATERIALS SUCH AS BUT NOT LIMITED TO MOLD, LEAD PAINT

OR ASBESTOS, LEAVE THE PREMISES AND NOTIFY THE OWNER & ABATEMENT

CONTRACTOR FOR REQUIRED TESTING AND/OR REMOVALS.

AREA OF DEMOLITION WORK.

SEE CORRESPONDING KEYNOTES

DEMOLITION GRAPHIC SYMBOLS LEGEND

ITEM TO BE DEMOLISHED. SEE CORRESPONDING KEYNOTE

KEYNOTE SYMBOL. SEE DEMOLITION KEY NOTES FOR SCOPE OF WORK.A1

AREA OF PLAN NOT IN

CONTRACT (N.I.C.)

EF EXISTING EXHAUST FAN. SEE HVAC DRAWINGS FOR EXTENT OF WORK.

RD EXISTING ROOF DRAIN. SEE HVAC DRAWINGS FOR EXTENT OF WORK.

ERD EXISTING OVERFLOW ROOF DRAIN. SEE HVAC DRAWINGS FOR EXTENT OF

WORK.

DEMOLITION KEY NOTES

1 STANDING SEAM METAL ROOF EXISTING TO REMAIN, N.I.C.

2 PROTECT EXISTING WALKWAY DURING CONSTRUCTION. WALKWAY N.I.C.

TRIM BACK TREE AND CLEAR ROOF OF DEBRIS. WORK TO BE PERFORMED BY THE

CITY.

EXISTING MECHANICAL ROOFTOP EQUIPMENT. SEE MECHANICAL REPLACEMENT

DRAWINGS FOR EXTENT OF EQUIPMENT REMOVAL/ REPLACEMENT.

REMOVE EXISTING MEMBRANE ROOFING SYSTEM DOWN TO METAL DECKING.

PREP DECK TO RECEIVE NEW ROOFING.

REMOVE EXISTING METAL COPING IN ITS ENTIRETY AND PREP SURFACE TO

RECEIVE NEW COPING. REPLACE BLOCKING W/ NEW 2xPT BLOCKING.

7 EXISTING ROOF HATCH TO REMAIN.

8 EXISTING MECHANICAL EQUIPMENT TO REMAIN.

DEMO EXISTING WALL (AND GLAZING WHERE SHOWN) AND PREPARE SURFACE

FOR NEW WORK. FOR WORK OUTSIDE THE MAIN LOBBY AND ELEVATOR AREA,

REFER TO MEP DRAWINGS TO COORDINATE EXACT OPENING REQUIREMENTS.

10 DEMO EXISTING WINDOWS AND PREPARE SURFACE TO RECEIVE NEW WORK.

DEMO EXISTING DOOR AND FRAME AND PREPARE SURFACE TO RECEIVE NEW

WORK.

12 REMOVE EXISTING DOOR AND PREPARE SURFACE TO RECEIVE NEW DOOR.

13 REMOVE EXISTING MILLWORK AND PREPARE SURFACE TO RECEIVE NEW WORK.

REMOVE EXISTING FLOORING AND BASE AND PREPARE SURFACE TO RECEIVE

NEW WORK.

15 DEMO EXISTING CEILING

16 REMOVE AND RELOCATE EXISTING DOOR AS INDICATED IN DOOR SCHEDULE.

B

A

1 2 32.6

B.1

C

D

RD

ERD RD

RD

ERD

ERD

RD

ERD

RD

A103

A103

A103

A103

A103

A103

EF

A103

A1036

A103

A103

A103

A103

615 Molly Lane Suite 100, Woodstock, GA 30189

CPL | Architecture Engineering Planning

CPLteam.com

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

/2

/2

:4

:2

A

M

As indicated p ro je c t lo c a ti o n

D D e si ro je c t Fi le s o n

B

IM

PEACHTREE CITY

151 Willowbend Rd

Peachtree City, GA 30269

CITY HALL RENOVATION

R24.16574.00

ROOF PLAN - EXISTING

CONDITIONS AND DEMO SCOPE

CPL BKS

09/25/2024

PERMIT SET

CD

A103

PROJECT

NORTH

1/8" =…