2023_10_02 Addendum 1 (executed).pdf

PDF 16 MB Posted Sep 5, 2023

Attached to: 2023-9 Downtown Bathrooms
Solicitation number: PE-66084-NONST-2024-000000001
Issued by: Terrell County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document is an Addendum to a solicitation issued by the City of Metropolis for the provision of snow removal services. The addendum provides clarification and additional details regarding the scope of work, response requirements, and procurement timeline.

The solicitation is seeking contractors to provide snow removal services for municipal parking lots, sidewalks, and public rights-of-way within the City of Metropolis. The contract term is for two years with an option to renew for an additional two-year period. Responses to the solicitation are due by October 15, 2023, and the contract is anticipated to be awarded by November 1, 2023. A mandatory pre-bid conference was held on September 30, 2023, and the attendee list is provided as an attachment.

The addendum specifies that pricing shall be provided on a per-hour basis for each type of equipment and labor category required. The solicitation includes a 10% local business enterprise set-aside, and the incumbent contractor is ABC Snow Removal, Inc. Funding for the contract will be provided through the City's general fund.

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Other files

File	Type	Posted
2023_10_03 Addendum 2 (executed).pdf	PDF	Sep 5, 2023
2023_06_26 Downtown Bathroom Geotech Report.pdf	PDF	Sep 5, 2023
DowntownBathroomBidRejectionLetter (example).docx	DOCX document	Sep 5, 2023
2023_09_05 Advertisement for Bids.pdf	PDF	Sep 5, 2023

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Addendum NO. 1 100% Construction Documents

September 20, 2023

Project: Issued by:

Downtown Bathrooms Architects: Lewis + Whitlock, P.A.

206 W. Virginia Street Tallahassee, FL 32301 AL+W Project No. 22462 ph: 850.942.1718 fax: 850.942.2110

Distribution to:

OWNER REP: E. Geyer ARCHITECT: C. Whitlock

MPFP. ENGINEER: R. Gelhardt E ENGINEER: J. Lamb

This Addendum forms a part of the 100% Construction Documents and modifies the original Construction Drawings August 4th, 2023. Please attach this Addendum inside the front cover of the bound specifications and replace drawings and specifications as required. This Addendum consists of 16 pages.

DRAWINGS:

Cover

1-1 CS – Index of Drawings, Standard Abbreviations and General Notes Replace sheet CS with Revised sheet CS

• Revise Sheet index to show added and removed sheets.

Landscape

1-2 LS1.0 – Landscape Plan Add sheet LS1.0 in its entirety.

1-3 LS2.0 – Landscape Details Add sheet LS2.0 in its entirety.

Irrigation

1-4 IR1.0 – Irrigation Plan Add sheet IR1.0 in its entirety.

1-5 IR2.0 – Irrigation Details Add sheet IR2.0 in its entirety.

Specifications

1-6 SP1.1 – Specifications Replace sheet SP1.1 with Revised sheet SP1.1

• Revise specification formatting

1-7 SP1.2 – Specifications Replace sheet SP1.2 with Revised sheet SP1.2

Addendum No. 1 Thomasville Downtown Bathroom September 20, 2023

• Revise Section 04200 – Part 2.01 Concrete Masonry Units

1-8 SP1.3 – Specifications Replace sheet SP1.3 with Revised sheet SP1.3

1-9 SP1.4 – Specifications Replace sheet SP1.4 with Revised sheet SP1.4

1-10 SP1.5 – Specifications Replace sheet SP1.5 with Revised sheet SP1.5

1-11 SP1.6 – Specifications Replace sheet SP1.6 with Revised sheet SP1.6

1-12 SP1.7 – Specifications Replace sheet SP1.7 with Revised sheet SP1.7

1-13 SP1.8 – Specifications Replace sheet SP1.8 with Revised sheet SP1.8

Architectural

1-14 AS1.1 – Architectural Site Plans Replace sheet AS1.1 with Revised sheet AS1.1

• Revise 3/ Ramp Section to add edge protection rail.

• Revise Brick Screen Wall Elevation

1-15 A2.1 – Exterior Elevations

Replace sheet A2.1 with Revised sheet A2.1

• Revise 3/ East Elevation to show revised brick screen wall elevation.

• Revise 4/ West Elevation to show added edge protection rail.

Electrical

1-16 E0.1 – Architectural Site Plans Replace sheet E0.1 with Revised sheet E0.1

• Revise Lighting Fixture Schedule to add product information for fixture type “D”

BY: Architects: Lewis + Whitlock, PA

B. Baylor bbaylor New Stamp

Clear Topcoat

Quartz Broadcast Layers

Primer

KEY QUARTZ B-125

DESCRIPTION

KEY QUARTZ B-125 is a 1/8” decorative resin flooring system consisting of clear, 100% solids, epoxy resin and colored quartz aggregate. This durable quartz system is finished with various options of clear epoxy, polyaspartic or urethane resins, in satin or gloss to meet project requirements. The installed system can be textured or smooth as desired. Ease of cleaning and mainte-nance minimizes bacterial growth. The decorative quartz aggregate is available in a series of pre-blended patterns or solid colors.

Crack-resistant installations of KEY QUARTZ B-125 can be achieved when installed in conjunction with KEY #580 Waterproof-ing and Crack Isolation Membrane. An integral cove base can be installed in areas requiring seamless floor to wall finishes.

For high chemical resistant applications specify KEY QUARTZ B-125-HP or KEY RESISTANT QUARTZ B-125.

KEY ADVANTAGES

• Decorative appearance

• High wear, impact, and abrasion resistance

• Low maintenance

• Safe (slip resistant finish)

• Chemical resistant finishes are available

• Meets USGBC LEED criteria for low VOC

• Meets USDA requirements

• Available with Bioclean antimicrobial additive if needed

TYPICAL USES

• Corridors

• Restrooms and locker rooms

• Kitchen areas

• Food and beverage processing

• Classrooms

• Shower rooms

• Cafeterias

• Laboratories

• Animal housing

• Production, manufacturing areas

• Clean rooms

• Government and military facilities

• Healthcare facilities

• Numerous other uses–consult with Key Resin

PHYSICAL PROPERTIES

Test Name Method Value

ASTM C579Compressive Strength 12,600 psi

ASTM C580Flexural Strength 4,300 psi

ASTM D2240Hardness, Shore D 80-84

ASTM D635Flammability Self Extinguishing

ASTM D-4060, CS17

Wheel, 1000 cyclesAbrasion Resistance 32 mg average

Varies by topcoat

ASTM D7234Adhesion to Concrete

ASTM C307Tensile Strength 2,600 psi

MIL-D-3134J

No slip or flow at required temperature of 158ºF

Color Key Standard Colors and Custom Colors

VOC (Volatile Organic Content)

Refer to Individual Product Component Data Sheet

Resistance to Elevated Temperatures

Impact Resistance MIL-D-3134J Withstands 16 ft-lbs without cracking, delamination or chipping

EPA

Method 24

Slip Resistance >0.6

Passes ADA recommendations

ASTM D2047

Technical Data Sheet

300-400+ psi (Concrete Failure, varies by concrete strength)

KEY QUARTZ B-125

MAINTENANCE

After completing the application of KEY QUARTZ B-125, the installer should provide the owner with maintenance instruc-tions. KEY QUARTZ B-125 is easily cleaned with neutral soaps or detergents. Routine mechanical scrubbing using the appropriate pad is recommended for all surfaces having a slip resistant texture. Refer to Key Resin Technical Bulletins #3 and #3-A for additional recommendations.

SYSTEM OPTIONS

• Fast cure formulations

• UV light resistance formulations

• Cold cure formulations

• Urethane, polyaspartic finishes

• Chemical resistant finishes

• Crack-isolation flexible membrane

• Moisture tolerant base coats

Technical Data Sheet

APPLICATION

SURFACE PREPARATION

Surface Preparation is the most critical portion of any successful resinous flooring system application. All substrates must be properly prepared and tested for mois-ture as outlined in Key Resin Technical Bulletin #1. If moisture testing confirms excessive levels of moisture, apply moisture mitigation system recommended by Key Resin. Work must be performed by experienced contrac-tors. The Key Resin Technical Service Department is available to answer any questions.

INSTALLATION

KEY QUARTZ B-125 material components are mixed on site. Refer to the detailed installation instructions document and Key Resin Technical Service.

CLEAN UP

Clean skin with soap and water. Tools and equipment should be cleaned with xylene or lacquer thinner. Consult Safety Data Sheet (SDS) for safety and health precautions.

TECHNICAL SERVICE

Key Resin Company provides services and consultations on material selection, specification, troubleshooting, and other information on the proper repair and protection of concrete surfaces. Key Resin Sales/Technical Representatives are available to assist. Telephone 888.943.4532 or visit www.keyresin.com.

AVAILABILITY

Key Resin materials are available throughout the United States, Canada, China, and a number of other countries.

Contact the Key Resin Representative in your area for details.

WARRANTY

Key Resin Company ("Key") warrants for a period of one (1) year that its products will be free of manufacturing defects and will be in conformity with published specifications when handled, stored, mixed, and applied in accordance with recommendations of Key. If any product fails to meet this warranty, the liability of Key will be limited to replacement of any non-conforming material if notice of such non-conformity is given to Key within (1) one year of delivery of materials. Key may in its discretion refund the price received by Key in lieu of replacing the material. No customer, distributor, or representa-tive of Key is authorized to change or modify the published specifications of this warranty in any way. No one is authorized to make oral warranties on behalf of Key. In order to obtain replacement or refund the customer must provide written notice containing full details of the non-conformity. Key reserves the right to inspect the non-conforming material prior to replacement. EXCEPT FOR THE EXPRESSED WARRANTY STATED ABOVE, THERE ARE NO OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY IMPLIED WARRANTY OF MERCHANT- ABILITY OR FITNESS FOR PURPOSE. KEY'S OBLIGATION SHALL NOT EXTEND BEYOND THE OBLIGATIONS EXPRESSLY UNDERTAKEN ABOVE AND KEY SHALL HAVE NO LIABILITY OR RESPONSIBILITY TO THE PURCHASER OR ANY THIRD PARTY FOR ANY LOSS, COST, EXPENSE, DAMAGE OR LIABILITY, WHETHER DIRECT OR INDIRECT, OR FOR INCIDENTAL OR

CONSEQUENTIAL DAMAGES.

Rev 6/26/2020 v1.0

WESTERN US

4330 N. 43rd Avenue, Suite B4, Phoenix, AZ 85031

602.523.9353

CORPORATE OFFICE / EASTERN US / INTERNATIONAL

4050 Clough Woods Drive . Batavia, OH 45103

513.943.4225 888.943.4532 www.keyresin.com

Ad de nd um #1

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Sheet No.:

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C on su lta nt

Description:

Index of Drawings, Standard Abbreviations and General Notes

Jo b

Ti tle

D ow nt ow n Ba th ro om s

Pr oj ec t #

Ph as e:

C on st ru ct io n D oc um en ts

C lie nt

C ity o f T ho m as vi lle

R em in gt on

A ve

, T ho m as vi lle

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Se al

cl ou d:

L ew is

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cl ou d

B as ic fo r A rc hi ca d

Th om as vi lle R es tr oo m s

D 3:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850,942.1718 www.think3d.net

/14 /23

/ B

B C.

/04 /23

SHEET INDEX

Sheet No.

Name Index of Drawings, Standard Abbreviations and General Notes

Current Issue Addendum #1

SP1.1

SP1.2

SP1.3

SP1.4

SP1.5

SP1.6

SP1.7

SP1.8

LS1.1

D1.1

AS1.1

AS1.2

A1.1 A1.2 A2.1 A3.1 A6.1

Specifications Specifications Specifications Specifications Specifications Specifications Specifications Specifications Life Safety Plan Demolition Site Plan Architectural Site Plan Landscape Plan Architectural Plans Enlarged Plans Exterior Elevations Building Sections and Details Door Schedules & Details

Addendum #1 Addendum #1 Addendum #1 Addendum #1 Addendum #1 Addendum #1 Addendum #1 Addendum #1 100% CD's 100% CD's Addendum #1 100% CD's 100% CD's 100% CD's Addendum #1 100% CD's 100% CD's

City of

NUMBER INDICATES

SECTION, ELEVATION OR DETAIL

SHEET NUMBER WHERE

ELEVATION, SECTION

OR DETAIL IS DRAWN

PROJECT AREA

PROJECT LOCATION

Architectural General Notes: Index of Drawings:Legend of Architectural Symbols: Standard Abbreviations:

2) ALL DIMENSIONS ARE TO THE FACE OF STUD OR STUD TRACK, CENTER LINE OF STUD OR STUD TRACK, FACE OF MASONRY

AND TO THE CENTER LINE OF STRUCTURAL STEEL COLUMNS, UNLESS OTHERWISE INDICATED.

3) WHERE STRUCTURAL DESIGN LOADS ARE NOT PROVIDED FOR ANY COMPONENTS REQUIRING MANUFACTURER

OR FABRICATOR ENGINEERING, AND MINIMUM LOADING CONDITIONS ARE NOT PROVIDED IN APPLICABLE CODES

AND STANDARDS, CONSULT ARCHITECT PRIOR TO PROCEEDING.

13) THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY AND HEALTH, INCLUDING

POSTING DANGER SIGNS AND OTHER WARNING AGAINST HAZARDS, AS WELL AS PROMULGATING SAFETY STANDARDS.

4) DIMENSIONS FOR PATHS OF EGREES INCLUDING CORRIDORS AND STAIRS SHALL MEAN CLEAR WIDTH BETWEEN CORRIDOR

WALLS, AND AT STAIRS CLEAR WIDTH BETWEEN WALLS OR CURBS.

6) IF AN ORDER OF PRECEDENT FOR THE INTERPRETATION OF DOCUMENTS IS NOT PROVIDED IN THE PROJECT MANUAL (IF

PROVIDED), AND A CONFLICT OCCURS IN THE SPECIFICATIONS, ON THE DRAWINGS, OR BETWEEN THE DRAWINGS AND

SPECIFICATIONS, CONTACT THE ARCHITECT. ALL REQUEST FOR CLARIFICATION TO THE ARCHITECT SHALL BE MADE IN WRITING.

THE ARCHITECT'S RESPONSE SHALL BE MADE IN WRITING AND NO FORMAL INSTRUCTIONS SHALL BE GIVEN VERBALLY.

8) ALL FIRE RATED PARTITION OR WALL ASSEMBLIES SHALL EXTEND FROM THE FLOOR SLAB TO THE UNDERSIDE OF THE

BUILDING STRUCTURE AND/OR DECK ABOVE. ALL PENETRATIONS IN RATED CONSTRUCTION SHALL BE PROPERLY SEALED TO

INSURE THE RATING IS MAINTAINED.

15) THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL TIMES AND SHALL CLEAN CONSTRUCTION SITE OF

ALL DEBRIS DAILY. THE WORK PREMISE SHALL BE CLEAN AT COMPLETION OF JOB AND BEFORE FINAL PAYMENT IS MADE.

9) ALL FIRE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES SHALL BE CONTINUOUS BETWEEN PARTITIONS AND/OR WALLS

FOR THE SPACE OR HORIZONTAL AREA INDICATED. ALL PENETRATIONS IN RATED CONSTRUCTION SHALL BE PROPERLY SEALED

TO INSURE THE RATING IS MAINTAINED.

16) THE CONTRACTOR SHALL TAKE CARE NOT DAMAGE EXISTING SURFACES AND SHALL BE RESPONSIBLE FOR RESTORING

AREAS DAMAGED BY THE CONTRACTOR (MATERIALS, FINISHES, ETC.) TO THEIR ORIGINAL CONDITIONS. SURFACES SHALL BE

REPAINTED TO MATCH EXISTING ADJACENT FINISHES.

10) TYPICAL AND STANDARD DETAILS MAY BE PROVIDED IN THE DRAWINGS. IF A SPECIFIC DETAIL IS NOT PROVIDED

FOR CONDITION OF FABRICATION AND/OR INSTALLATION, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.

11) THE INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL ITEMS (INCLUDING UTILITIES, ROUGH-INS, SYSTEM

COMPONENTS AND FINISHED FIXTURES) IN EXPOSED TO VIEW AREAS OR SPACES SHALL BE UNDERTAKEN WITH SKILL AND

CRAFTMANSHIP TO PROVIDE A FINISHED CONDITION ACCEPTABLE TO THE ARCHITECT. ALL EXPOSED TO VIEW ITEMS SHALL

BE FINISHED WITH PAINT UNLESS OTHERWISE SPECIFIED TO BE PREFINISHED OR NOT TO BE PAINTED.

12) THESE GENERAL NOTES HAVE THE SAME AUTHORITY AS OTHER NOTES AND REFERENCES IN THE DRAWINGS OR

SPECIFICATIONS AND SHALL NOT BE EXCLUDED IN THE EXECUTION OF THE WORK. THEY MAY REQUIRE COORDINATION

BETWEEN VARIOUS TRADE CONTRACTORS. IN ADDITION TO THESE GENERAL NOTES, REFER TO DEMOLITION AND

CONSTRUCTION NOTES SPECIFIC TO EACH DRAWING.

1) THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND COPIES THEREOF, INCLUDING ELECTRONIC MEDIA AND CAD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR

USE, REPRESENTATION OR REPRODUCTION IN ACTUAL FORM OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR

ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THE COPYRIGHT NOTIFICATION

SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING, DETAIL, EXHIBIT OR RENDERING ON THIS DOCUMENT AND

SHALL NOT BE REMOVED FROM THESE DOCUMENTS.

14) THE CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY THE OWNER FOR ON-SITE STORAGE OF MATERIALS

5) DO NOT SCALE DRAWINGS, IF THERE IS A CONFLICT IN DIMENSIONS OR IF THERE IS INSUFFICIENT DIMENSIONING, CONTACT THE

ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING.

7) WHERE CLEAR DIMENSIONS ARE INDICATED, THIS SHALL MEAN CLEAR WIDTH FROM FINISHED WALL TO FINISHED

WALL OR CLEAR FLOOR AREA BETWEEN BUILDING COMPONENTS.

S0.1 Structural Notes S1.1 Foundation Plan, Roof Plan & Details S2.1 Typical Masonry Details

M0.1 HVAC Notes & Legends M1.1 HVAC Floor Plan - Schedules M5.1 HVAC Details

P0.1 Plumbing Notes & Legend P1.1 Floor Plan - Drain & Vent P1.2 Floor Plan - Pressure P5.1 Plumbing Details P6.1 Plumbing Schedules & Details

E0.1 Electrical Legend & Notes E1.1 Electrical Plans

-AIR CONDITIONING

-AMERICAN CONCRETE INSTITUTE

-ACOUSTICAL CEILING TILE

-ADJACENT

-ABOVE FINISH FLOOR

-ALTERNATE

-ALUMINUM

-AMERICAN SOCIETY OF TSTG. & MTLS.

-BOARD

-BUILDING

-BOLT

-BEAM

-BOTTOM

-BEARING

-CENTER TO CENTER

-CEMENT

-CUBIC FEET

-CUBIC FEET PER MINUTE

-CORNER GUARD

-CIRCLE, CIRCULAR

-CAST-IN-PLACE

-CONTROL JOINT

-CEILING

-CLOSET

-CLEARANCE, CLEAR

-CONCRETE MASONRY UNIT

-COLUMN

-COMPRESSOR, COMPOSITE

-CONCRETE

-CONSTRUCTION

-CONTINUOUS

-CORRUGATED

-COUNTERSINK

-CENTER

-DOUBLE

-DIRECT APPLIED EXT FINISH SYSTEM

-DEGREES

-DETAIL

-DRINKING FOUNTAIN

-DIAMETER

-DIMENSION

-DOWN

-DOWNSPOUT

-DETAIL

-DRAWING

-EACH

-EXPANSION JOINT

-ELECTRICAL

-ELEVATOR, ELEVATION

-ENCLOSURE

-EQUAL

-EQUIPMENT

-ELECTRICAL WATERCOOLER

-EXHAUST

-EXISTING

-EXTERIOR

A/C

ACI

ACT

ADJ

AFF

ALT

ALUM

ASTM

BLDG

BLT

BOT

BRG

C/C

CEM

CFM

CIR

CIP

CLG

CLO

CLR

CMU

COL

COMP

CONC

CONSTR

CONT

CORR

CTR

DBL

DEFS

DEG

DTL

DIA

DIM

DTL

DWG

ELEC

ELEV

ENCL

EQUIP

EWC

EXH

EXT

FEB

FEC

FHC

FIN

FLG

FTG

GALV

GEN

GND

GWB

GYP

HDR

HDRL

HORZ

HGT

INSUL

INT

JAN

LAM

LAV

LBS

LLH

LLV

LTL

LTWT

LVR

-FLOOR DRAIN

-FIRE EXTINGUISHER W/ BRACKET

-FIRE EXTINGUISHER IN CABINET

-FINISH FLOOR

-FIRE HOSE CABINET

-FINISH

-FLOOR

-FLASHING

-FOOT OR FEET

-FOOTING

-GAUGE

-GALVANIZED

-GENERAL

-GROUND

-GYPSUM WALLBOARD

-GYPSUM

-HANDICAPPED ACCESSIBLE

-HEADER

-HANDRAIL

-HOLLOW METAL

-HORIZONTAL

-HEIGHT

-INSIDE DIAMETER (DIM.)

-INCHES

-INSULATION

-INTERIOR

-JANITOR

-JAMB

-JOINT

-KIPS (KILO POUND OR 1000LBS.)

-KILN DRIED

-STEEL ANGLE, LENGTH

-LAMINATED

-LAVATORY

-POUNDS

-LEFT HAND

-LIVE LOAD

-LONG LEG HORIZONTAL

-LONG LEG VERTICAL

-LINTEL

-LIGHTWEIGHT

-LOUVER

MATL

MAX

MECH

MTL

MEZZ

MFR

MIN

MISC

MTD

MULL

NIC

NOM

NTS

OPP

OPPH

PCF

PKG

PLAM

PLYWD

PNL

PREFAB

PREP

PSF

PSI

PVC

PVMT

REF

REINF

REQD

REV

-METER

-MATERIAL

-MAXIMUM

-MEDICINE CABINET

-MECHANICAL

-METAL

-MEZZANINE

-MANUFACTURER

-MINIMUM

-MISCELLANEOUS

-MARK

-MASONRY OPENING

-MOUNTED

-MULLION

-NORTH

-NOT APPLICABLE

-NOT IN CONTRACT

-NOMINAL

-NON SHRINK

-NOT TO SCALE

-OVERALL

-ON CENTER

-OUTSIDE DIAMETER

-OVERHEAD

-OPPOSITE

-OPPOSITE HAND

-POUNDS PER CUBIC FOOT

-PARKING

-PLATE

-PLASTIC LAMINATE

-PLYWOOD

-PANEL

-PAIR

-PREFABRICATED

-PREPARATION

-POUNDS PER SQUARE FOOT

-POUNDS PER SQUARE INCH

-PRESSURE TREATED, PAINT, POINT

-POLYVINYL CHLORIDE

-PAVEMENT

-QUALITY CONTROL

-QUARRY TILE

-REFERENCE

-REINFORCED, REINFORCEMENT

-REQUIRED

-REVISION

-RIGHT HAND

-ROOM

-ROUGH OPENING

SAN

SECT

SEW

SGL

SIM

SPKLR

SST

STD

STL

STOR

STRUCT

SUSP

TBD

TEL

TEMP

T&G

THK

TOB

TOC

TOF

TOS

TYP

UNF

UON

VCT

VERT

VEST

VFY

VOL

W/ W/C

W/O

WWF

-SANITARY

-SOLID CORE

-SECTION

-SEWER

-SQUARE FEET

-SINGLE

-SIMILAR

-SAWED JOINT

-SPRINKLER

-SQUARE

-STAINLESS STEEL

-STANDARD

-STEEL

-STORAGE

-STRUCTURAL

-SUSPENDED

-TO BE DETERMINED

-TELEPHONE

-TEMPORARY, TEMPERATURE

-TONGUE & GROOVE

-THICK

-TOP OF BEAM

-TOP OF CONCRETE

-TOP OF FOOTING

-TOP OF STEEL

-STRUCTURAL TUBE STEEL

-TELEVISION

-TYPICAL

-UNFINISHED

-UNLESS OTHERWISE NOTED

-URINAL

-VINYL COMPOSITION TILE

-VAPOR BARRIER

-VERTICAL

-VESTIBULE

-VERIFY

-VOLUME

-VINYL TILE

-WITH

-WATER CLOSET

-WOOD

-WITHOUT

-WATERPROOF, WORKING POINT

-WELDED WIRE FABRIC

105 Remington Avenue

A1.1

TO BREAK OFF PARTS OF DRAWING

FINISH COLOR

DEMOLITION NOTES

ALPHABETICAL

CONSTRUCTION NOTES

NUMERICAL

REVISION

DOUBLE DASHED LINE

PROPERTY LINES, BOUNDRY LINES

DASHED LINES

HIDDEN, FUTURE, OR EXIST. CONST. TO BE REMOVED

BREAK LINE

SINGLE DASH LINE

PROJECT NORTH

BUILDING SECTION REFERENCE

WALL SECTION REFERENCE

DETAIL REFERENCE

INTERIOR ELEVATION

ELEVATION REFERENCE

COLUMN LINES

ELEVATION

REFERENCE POINT

DASH AND DOT

FIRE RATED WALLS

A1.1

A1.1D###

DOOR NUMBER

Applicable Codes:

International Building Code, w/ Georgia Amendments 2020, 2022

International Energy Conservation Code, w/ Georgia Supplements and Amendments 2020, 2022, 2023

2018 Edition International Residential Code, w/ Georgia Amendments 2020 2018 Edition International Fire Code, w/ Georgia Amendments 2020 2018 Edition International Plumbing Code w/ Georgia Amendments 2020, 2022, 2023 2018 Edition International Mechanical Code, w/ Georgia Amendments 2020 2018 Edition International Fuel Gas Code w/ Georgia Amendments 2020, 2022 2018 Edition National Electrical Code (NEC), w/ Georgia Amendments 2021 2020 Edition

2015 Edition

NFPA 101 Life Safety Code, with Georgia Amendments (2020) 2018 Edition 2010 ADA Standards

International Existing Building Code w/ Georgia Amendments 2021 2018 Edition

100% Construction Documents

105 Remington Ave, Thomasville, GA for

August 4, 2023

C001 General Notes C101 Exist. Conditions & Demolition Plan C102 Site Geometry & Utilities Plan C103 Drainage Plan C104 Grading Plan C501 Details

LS1.0 Landscape Plan LS2.0 Landscape Details

IR1.0 Irrigation Plan IR2.0 Irrigation Details

Area Map Historic Downtown Thomasville, GA

Location Map

Downtown Bathrooms

100% CD's 100% CD's 100% CD's

100% CD's 100% CD's 100% CD's 100% CD's 100% CD's

100% CD's

100% CD's 100% CD's 100% CD's 100% CD's 100% CD's 100% CD's

THOMASVILLE CITY COUNCIL

MAYOR - JOHN H. FLOWERS

MAYOR PRO-TEM - TODD MOBLEY

COUNCIL MEMBER - WANDA WARREN

COUNCIL MEMBER - TERRY SCOTT

COUNCIL MEMBER - SCOTT CHASTAIN

J. ALAN CARSON - CITY MANAGER

100% CD's

Addendum #1 Addendum #1

Ad de nd um #1

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Specifications

Jo b

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Ph as e:

C on st ru ct io n D oc um en ts

C lie nt

C ity o f T ho m as vi lle

R em in gt on

A ve

, T ho m as vi lle

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Se al

cl ou d:

L ew is

-B

cl ou d

B as ic fo r A rc hi ca d

Th om as vi lle R es tr oo m s

D 3:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850,942.1718 www.think3d.net

/14 /23

/ B

B C.

/04 /23

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Thomasville Restroom Building

B. Architect's Name: Architect's Lewis + Whitlock.

C. The Project consists of construction of a new 1-story, free-standing restroom building and associated sitework, hardscape, and landscape work.

1.02 OWNER OCCUPANCY

A. Owner intends to occupy the Project upon Substantial Completion.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

1.03 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

B. Provide access to and from site as required by law and by Owner:

1. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. Utility Outages and Shutdown:

1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.

2. Prevent accidental disruption of utility services to other facilities.

1.04 SPECIFICATION SECTIONS APPLICABLE TO ALL CONTRACTS

A. Unless otherwise noted, all provisions of the sections listed below apply to all contracts. Specific items of work listed under individual contract descriptions constitute exceptions.

B. Section 013000 - Administrative Requirements.

C. Section 014000 - Quality Requirements.

D. Section 015000 - Temporary Facilities and Controls.

E. Section 016000 - Product Requirements.

F. Section 017000 - Execution and Closeout Requirements.

G. Section 017800 - Closeout Submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

SECTION 012300

ALTERNATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Alternates.

B. Procedures for pricing Alternates.

1.02 ACCEPTANCE OF ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate.

1.03 SCHEDULE OF ALTERNATES

A. Alternate No. 1 - Plaza Surface & Screen Walls as shown on drawings :

B. Alternate No. 2 - Street Front Landscape area as shown on drawings :

C. Alternate No. 3 - Aluminum Awning System :

D. Alternate No. 4 - Perforated Wall Panels :

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

SECTION 013000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

B. Electronic document submittal service.

C. Progress photographs.

D. Coordination drawings.

E. Submittals for review, information, and project closeout.

F. Number of copies of submittals.

G. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements.

B. Section 017800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.

1.03 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 017000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Architect:

1. Requests for Interpretation (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial

Completion.

11. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format.

1. This procedure applies to requests for information (RFIs), shop drawings, information submittals, field reports, meeting minutes, and any other document any participant wishes to make part of the project record.

2. Contractor and Architect are required to use this service.

3. It is Contractor's responsibility to submit documents in allowable format.

4. Paper document transmittals will not be reviewed.

5. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

3.02 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Photography Type: Digital; electronic files.

C. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site demolition.

2. Progress during each phase.

3. Completion of each phase.

4. Substantial completion.

D. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via email.

2. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.

3.03 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in the contract documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 017800 - Closeout Submittals.

3.04 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

B. Submit for Architect's knowledge as contract administrator or for Owner.

3.05 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 017800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

D. Submit for Owner's benefit during and after project completion.

3.06 SUBMITTAL PROCEDURES

A. General Requirements:

1. Submit separate packages of submittals for review and submittals for information, when included in the same specification section.

2. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents.

3. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of the completed work.

4. Provide space for Contractor and Architect review stamps.

5. Distribute reviewed submittals. Instruct parties to promptly report inability to comply with requirements.

B. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting Contract Documents and coordinating related work.

2. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.

C. Transmit each submittal with approved form.

3.07 SUBMITTAL REVIEW

A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action.

B. Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken.

C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.

D. Architect's and consultants' actions on items submitted for review:

1. Not Authorizing fabrication, delivery, and installation:

a. "Revise and Resubmit".

1) Resubmit revised item, with review notations acknowledged and incorporated.

E. Architect's and consultants' actions on items submitted for information:

1. Items for which action was taken:

a. "Reviewed" - no further action is required from Contractor.

END OF SECTION

SECTION 014000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. References and standards.

C. Testing and inspection agencies and services.

D. Control of installation.

E. Mock-ups.

F. Tolerances.

G. Manufa cturers' field services.

H. Defect Assessment.

1.02 RELATED REQUIREMENTS

A. Section 013000 - Administrative Requirements: Submittal procedures.

B. Section 016000 - Product Requirements: Requirements for material and product quality.

1.03 SUBMITTALS

A. See Section 013000 - Administrative Requirements, for submittal procedures.

B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the contract documents, or for Owner's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Compliance with Contract Documents.

k. When requested by Architect, provide interpretation of results.

D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.

1. Indicate material or product complies with or exceeds specified requirements.

Submit supporting reference data, affidavits, and certifications as appropriate.

E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

F. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner.

1. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the contract documents.

G. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for Owner.

1. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the contract documents.

2. Data indicating inappropriate or unacceptable Work may be subject to action by Architect or Owner.

1.04 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.05 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform other specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency:

1. Laboratory: Authorized to operate in Georgia

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Before installing portions of the Work where mock-ups are required, construct mock-ups in location and size indicated for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship.

B. Accepted mock-ups establish the standard of quality the Architect will use to judge the Work.

C. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections.

D. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

E. Accepted mock-ups shall be a comparison standard for the remaining Work.

F. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Architect.

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING AND INSPECTION

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract

Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non-compliance of Work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract

Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by Architect.

E. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

3.05 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship , start-up of equipment , test, adjust, and balance equipment as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3.06 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not complying with specified requirements.

END OF SECTION

SECTION 016000

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General product requirements.

B. Re-use of existing products.

C. Transportation, handling, storage and protection.

D. Product option requirements.

E. Substitution limitations.

F. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data.

Supplement manufacturers' standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS

2.01 EXISTING PRODUCTS

A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents.

B. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the Owner, become the property of the Contractor; remove from site.

2.02 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. Where other criteria are met, Contractor shall give preference to products that:

1. If used on interior, have lower emissions, as defined in Section 016116.

2. If wet-applied, have lower VOC content, as defined in Section 016116.

2.03 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

2.04 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

3.01 SUBSTITUTION LIMITATIONS

A. See Section 012500 - Substitution Procedures.

3.02 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside of packaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

D. Transport and handle products in accordance with manufacturer's instructions.

E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling.

H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. See Section 017419.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weathertight, climate-controlled enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Provide off-site storage and protection when site does not permit on-site storage or protection.

G. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.

H. Comply with manufacturer's warranty conditions, if any.

I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

J. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

K. Prevent contact with material that may cause corrosion, discoloration, or staining.

L. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

M. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

END OF SECTION

SECTION 017000

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Examination, preparation, and general installation procedures.

B. Requirements for alterations work, including selective demolition .

C. Pre-installation meetings.

D. Cutting and patching.

E. Cleaning and protection.

F. Demonstration and instruction of Owner personnel.

G. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.

H. General requirements for maintenance service.

1.02 RELATED REQUIREMENTS

A. Section 078400 - Firestopping.

1.03 SUBMITTALS

A. See Section 013000 - Administrative Requirements, for submittal procedures.

B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work.

1. On request, submit documentation verifying accuracy of survey work.

2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in compliance with Contract Documents.

3. Submit surveys and survey logs for the project record.

C. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:

1. Structural integrity of any element of Project.

2. Integrity of weather exposed or moisture resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight exposed elements.

5. Work of Owner or separate Contractor.

D. Project Record Documents: Accurately record actual locations of capped and active utilities.

1.04 QUALIFICATIONS

A. For surveying work, employ a land surveyor registered in Florida and acceptable to Architect. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities,

1.05 PROJECT CONDITIONS

A. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion.

B. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

C. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property.

1. Provide dust-proof barriers between construction areas and areas continuing to be occupied by Owner.

D. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.

E. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations.

1. Indoors: Limit conduct of especially noisy interior work to the hours of 6 pm to

7 am.

F. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work.

G. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises.

1.06 COORDINATION

A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Notify affected utility companies and comply with their requirements.

C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

F. Coordinate completion and clean-up of work of separate sections.

G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

PART 2 PRODUCTS

2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patching and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 016000 - Product Requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work.

Beginning of cutting or patching means acceptance of existing conditions.

3.02 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or…

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