Attachment B Architectural Drawings RFP 26031.pdf

PDF 5 MB Posted May 7, 2026

Attached to: Morton Theatre Stage Access Renovation
Solicitation number: PE-62960-NONST-2026-000000113
Issued by: Atkinson County, Georgia

About this file

Written by GovTribe AI · May 11, 2026

This document is a set of architectural drawings and specifications for the Morton Theatre Stage Access Renovation project, prepared by Architectural Collaborative for the City of Athens-Clarke County, Georgia. The project consists of replacing existing stage stairs with new code-compliant stairs that will land within existing boxes on either side of the stage while maintaining approximately 32 inches of clear width. The scope includes construction of new stairs with oak treads and risers, new handrails and guardrails compliant with 2024 International Building Code standards, removal and replacement of a corner post to improve bearing conditions and load path, installation of new flooring to match existing finishes, modifications to existing knee walls and the footlight trough, and repainting of new steel components to match existing finishes. The project must comply with the 2024 IBC, IRC, IFC, and other applicable Georgia amendments, as well as NFPA 101 Life Safety Code and ADA Standards. No changes to the existing means of egress from the stage or auditorium are included, and the project improves stage access without reducing accessibility. The architectural team includes Architectural Collaborative in Athens, Georgia, with structural engineering by Sheats Structural Consulting in Winder, Georgia.

The specifications require AISC-certified fabricators for metal railings, with materials including ASTM A36 steel sections, A501 hot-formed structural tubing, and A53 Grade B Schedule 40 pipe. All welds must be continuously welded and ground smooth, and all components must be shop-primed. Paint colors are to be commercial quality (Benjamin Moore, Sherwin Williams, or PPG equivalent) with zero-VOC formulations, matching existing brown wainscot paneling for railings and existing floor stain colors for new oak elements. Wood stain shall be Bona Chroma Waterborne or equivalent. All metal railing fabricators must provide two-year warranties covering materials and workmanship from the date of substantial completion, and paint manufacturers must provide five-year material defect warranties. Shop drawings for railing components, paint and stain samples on rigid backing, and a minimum four-square-foot mock-up of all finishes are required submissions. Contractors must allow 15 days for initial review and 15 days for resubmittals of all submittals and shop drawings prior to fabrication or installation.

View the file

Other files

File	Type	Posted
Price Proposal Schedule RFP 26031 Morton Thea.xlsx	XLSX spreadsheet	May 7, 2026
RFP _26031 Morton Theatre Stage Access Renova.pdf	PDF	May 7, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ABBREVIATIONS

NOTE: NOT ALL ABBREVIATIONS AND SYMBOLS ARE USED ON DRAWINGS CONTAINED IN THE SET.

SYMBOLS AND ABBREVIATIONS ON THIS SHEET APPLY ONLY TO ARCHITECTURAL DRAWINGS

ACOUSTIC

ADHESIVE

ADDENDUM

AREA DRAIN

ACRYLIC

ACST

A/C

ADD

ADH

ACR

ADJUSTABLE

ALTERNATE

ALUMINUM

ANODIZED

ASPHALT

ADJST

AFF

AHU

ALUM

ALT

ANOD

ARCH

ASPH

APPROX

ADJ ADJACENT

AIR CONDITIONING

AIR HANDLING UNIT

ABOVE FINISHED FLOOR

ARCHITECT(URAL)

APPROXIMATE (LY)

FLOOR DRAIN

FINISH(ED)

FIRE EXTINGUISHER

FEC

FBO

FIN

FEX

FUTURE

FOOTING

FOUNDATION

FIRE RESISTIVE

FACE OF STUD

FOOT, FEET

GAUGE, GAGE

GALVANIZED

GYPSUM BOARD

GRAB BAR

FND

FOS

FTG

FUT

GALV

GBAR

FLR(G) FLOOR (ING)

FURNISHED BY OWNER

FIRE EXTINGUISHER CABINET

AUTOMATIC

BETWEEN

BOARD

BEAM

BLOCK (ING)

BUILDING

BOTTOM

BY OTHERS

AUTO

BTWN

BLK(G)

BLDG

BOT

BRICK

BEARING

BASEMENT

BOTH SIDES

CABINET

CORNER GUARD

BRK

BRG

BUR

BSMT

CFM

CAB

BR BACKER ROD

CUBIC FEET/MINUTE

BUILT UP ROOFING

CEILING

CLOSET

CENTERLINE

CONTROL JOINT

CENTER

COLUMN

CLEANOUT

CLEAR (ANCE)

CIPC

CLG

CLO

CMU

CTR

COL

COMP

CLR

CONCRETE

CORRIDOR

COORDINATE

CORRUGATED

CONTRACT (OR)

CERAMIC TILE

CARPET (ED)

COLD WATER

CONC

CONT

CONTR

CORR

CPT

COORD

CORRUG

CSNK

CONST CONSTRUCTION

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

COMPRESS(ED, ION, IBLE, OR)

CONTINUOUS OR CONTINUE

COUNTERSINK/COUNTERSUNK

GRILLE

GLASS, GLAZING

GC GENERAL CONTRACT (OR)

DOUBLE

DISPOSAL

DIMENSION

DIAMETER

DEEP

DAMPPROOFING

DOWN

DEMO

DBL

DIAM

DISP

DIM

DPF

DOWNSPOUT

DRAWING

DETAIL

EACH

DWG

DTL

DOORDR

DRINKING FOUNTAIN

DEMOLISH, DEMOLITION

EXPANSION JOINT

ELEVATION

ELECTRIC (AL)

ENTRANCE

ENCLOSE (URE)

EQUIPMENT

EQUAL

EXHAUST

ELEV

ELEC

ENT

ENC

EQP

EWC

EXH

EXPOSED

EXISTING

EXTERIOR

EXPANSIONEXPN

EXP

EXG

EXT

ELECTRIC WATER COOLER

CONTENT INDEX

DISCIPLINE INDEX

SHEET NUMBERING

MATERIAL PATTERNS

TEXT SYMBOLS

GRAPHIC SYMBOLS

9'-0"

A-401

:OR/

ROOM IDENTIFICATION:

DETAIL IDENTIFICATION: DASHED

LINE INDICATES EXTENT OF

ENLARGED PLAN OR DETAIL

CEILING HEIGHT ABOVE FLOOR

TOILET ACCESSORY INDICATOR:

TA= TOILET ACCESSORY

NUMBER= ITEM NUMBER

WORK NOTE INDICATOR

WINDOW OR LOUVER TYPE INDICATOR:

WINDOWS HAVE A NUMBER DESIGNATION

LOUVERS HAVE A LETTER DESIGNATION

WALL TYPE INDICATOR: REFER

TO THE WALL TYPES SHEET FOR

WALL TYPE ASSEMBLY.

NORTH INDICATOR

INTERIOR ELEVATION SYMBOL: THE

DARKENED CORNERS INDICATE DRAWN

WALLS. ELEVATION DRAWINGS ARE

ARRANGED NUMERICALLY BY ROOM

NUMBER ON THE INTERIOR ELEVATION

SHEETS.

STRUCTURAL GRIDLINE IDENTIFIER

EXTERIOR ELEVATION SYMBOL:

UPPER=THE ELEVATION NUMBER

LOWER=THE SHEET WHERE DRAWN

MATCHLINE FLAG

ELECTRICAL DRAWINGS

ARCHITECTURAL DRAWINGS

CIVIL OR SURVEY DRAWINGS

LANDSCAPE DRAWINGS

MECHANICAL DRAWINGS

GENERAL INFORMATION

PLUMBING DRAWINGS

STRUCTURAL DRAWINGS

BUILDING SECTIONS

EXTERIOR ELEVATIONS

ROOF DRAWINGS

SCHEDULES

SUPPLEMENTAL DRAWINGS

SUPPLEMENTAL DWGS

DISCIPLINE ABBREVIATION

DETAILS

SHEET NUMBER

BATT INSULATION

BRICK

CONCRETE BLOCK

CAST-IN-PLACE CONCRETE

EARTH OR BACKFILL

PLANS INCLUDING SITE, FLOOR, CEILING AND

GENERAL INFORMATION AND STANDARDS

ENLARGED PLANS, SECTIONS AND ELEVATIONS

DRAWING CONTENT CATEGORY

STEEL

PLYWOOD

PRECAST CONCRETE

AND

RIGID INSULATION

PER

(X) FEET

POUND OR NUMBER

(X) INCHES

PLASTER & GYPSUM BOARD

NUMBER= ITEM NUMBER

EQUIPMENT TYPE INDICATOR:

LETTER= GROUP FUNCTION

A-410

WA.1

TA-2

WALL SECTION SYMBOL:

UPPER=THE SECTION NUMBER

LOWER=THE SHEET WHERE DRAWN

CABINET TYPE SYMBOL:

UPPER=CABINET STYLE

LOWER=CABINET SIZE IN INCHES

BUILDING SECTION SYMBOL:

UPPER=THE SECTION NUMBER

LOWER=THE SHEET WHERE DRAWN

DETAIL SYMBOL:

UPPER=THE SECTION NUMBER

LOWER=THE SHEET WHERE DRAWN

SYMBOLS LEGEND

Room name

E-1

IF INTERIOR FURNISHINGS

T TECHNOLOGY DRAWINGS

AV AUDIO VISUAL DRAWINGS

FP FIRE PROTECTION

VT VERTICAL TRANSPORTATION DRAWINGS

A1.1

A-410

PRESSURE TREATED

PAVEMENT

PLYWOOD

QUANTITY

POLYVINYL CHLORIDE

PSI

PSF

PVMT

QTY

PWD

PVC

RADIUS

REMOVE

ROOF DRAIN

REFERENCE, REFER TO

REINFORCING

ROOM

REQUIRE (D)

RIGHT OF WAY

ROUGH OPENING

REINF

REM

RCP

RAD

REQ

ROW

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

RESISTANCE, THERMAL, RISER

REFLECTED CEILING PLAN

SCHEDULE

RESTROOM

SOLID CORE

SPLASH BLOCK

SECTION

SHEET

STORM DRAIN

SBLK

SCH

SHT

SEC

SIMILAR

SLAB ON GRADE SOG

SIM

SHEATHING SHTH

LINEAL

LIBRARY

LOCKER

LIGHT

MAINTAIN (ENANCE)

MAXIMUM

MASONRY

LIB

LIN

LKR

MAINT

MAS

MAX

MECHANICAL CONTRACTOR

METAL

MINIMUM

MANHOLE

MECHANIC (AL)

MANUFACTURE (ER)

MISCELLANEOUS

MOUNT (ED), (ING)

MASONRY OPENING

MIRROR

MET

MECH

MIN

MFR

MISC

MIR

NOMINAL

NUMBER

NOISE REDUCTION COEFFICIENT

NOT IN CONTRACT

NOT TO SCALE

OVERALL

OBSCURE

ON CENTER (S)

NRC

NOM

NIC

NTS

MTL MATERIAL (S)

OPENING

OPPOSITE HAND

OUTSIDE DIAMETER

OPPOSITE

OVERHEAD

PERPENDICULAR

PARALLEL

OUNCE

OPG

OPP

OPH

ORD

PERP

PAR

PAINT(ED)

PLUMBING

PLASTIC LAMINATE PLAM

PLBG

PNT

PLATE PL

MOISTURE RESISTANT

OVERFLOW ROOF DRAIN

PRECAST CONCRETE

NOT APPLICABLENA

NONE REQUIRED NR

RB RESILIENT BASE

PORCELAIN PRN

OWNER FURNISHED CONTRACTOR

INSTALLED

OFCI

HOLLOW CORE

HOSE BIB HB

HC H

HOUR

HEIGHT

HARDWARE

HOLLOW METAL

HIGH POINT

HORIZONTAL

HEATER

HOT WATER

HOR

HDW

HPT

HTR

HVAC

HWH

HCAP HANDICAPPED

INCH(ES)

INFORMATION

INCANDESCENT

INSULATE (D), (ION)

INSIDE DIAMETER

INCLUDE (D), (ING)

INVERT

JOINT

LABORATORY

INTERIOR

INCAN

INS

INFO

INCL

INV

LAB

INT

POUND(S)

LAVATORY LAV

LAM LAMINATE (D)

HEATING/VENTILATION/AC

HOT WATER HEATER

SQUARE

SPECIAL

SPECIFICATION (S)

STAINLESS STEEL

SPEC

SPL

SST

STEEL

STORAGE

STANDARD

STRUCTURAL

TREAD

SUSPENDED

SYMMETRICAL

TOP AND BOTTOM

STRUC

STL

STO

STD

STC

T&B

SUS

SYM

TELEPHONE

THRESHOLD

TONGUE AND GROOVE

TEMPERATURE

THICK (NESS)

TOP OF

TOP OF BEAM

TOP OF PARAPET

TOP OF INSULATION

TOP OF CURB

THROUGH

TEMP

THK

THR

T&G

TEL

TOB

TOI

TOP

TOC

THRU

SOUND TRANSMISSION CLASS

TRANSOM

TOP OF STEEL

TOILET PARTITION

TOP OF WALL

TYPICAL

TERRAZZO

TUBE STEEL

TELEVISION

TOW

TPART

TOSTL

TPD

TYP

UNFINISHED

VAPOR BARRIER

VARIABLE (VARIES)

URINAL

UNFIN

UON

VCT

VAR

TOILET PAPER DISPENSER

UNDERWRITERS LABORATORY

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

VESTIBULE

WITH

VERIFY IN FIELD

WIDE OR WIDTH

WOOD

WITHOUT

WATER CLOSET

WATERPROOF (ING)

VIF

VEST

W/O

WP (G)

WATER RESISTANT

WELDED WIRE FABRIC WWF

VERTICAL VERT

TOP OF SLAB TOS

TOP OF MASONRY TOM

SHEET TABLE OF CONTENTS

PROJECT TEAM

ARCHITECT: ARCHITECTURAL COLLABORATIVE

1328 PRINCE AVE, SECOND FLOOR

ATHENS, GA 30606

CONTACT: LORI BORK NEWCOMER, PRINCIPAL

OFFICE: 706.355.3010

EMAIL: LORI@ARCOLLAB.NET

STRUCTURAL ENGINEER

SHEATS STRUCTURAL CONSULTING

P.O. BOX 1775

WINDER, GA 30680

CONTACT: REED SHEATS, PRESIDENT

MOBILE: 770.868.9000

EMAIL: RSHEATS@SHEATSCONSULTING.COM

GENERAL

G-001 COVER

G-002 SPECIFICATIONS & CODE PLAN

ARCHITECTURAL

A-101 DEMO & PROPOSED FLOOR PLANS

A-102 ENLARGED PLAN, DETAILS

STRUCTURAL

S-100 GENERAL NOTES

Project Information

Project Name: Morton Theater Stage Stair Renovation

Project Location: 195 W Washington St Athens, GA 30601

Jurisdiction: Athens Clarke County

Project Description: This project consists of the replacement of existing stage stairs, which are not part of the regular means of egress from the stage or the auditorium, with new stairs that will land within the existing boxes at each side of the stage. To accommodate the new stairs, a column at the corner of the boxes will be adjusted to provide a better clear width and to improve the load path of the column.

Applicable Codes and Standards

Means of Egress

Accessibility

• 2024 International Building Code (IBC) with Georgia Amendments

• 2024 International Residential Code (IRC) with Georgia Amendment

• 2024 International Fire Code (IFC) as adopted by the Safety Fire Commisioner

• 2024 International Plumbing Code (IPC) with Georgia Amendments

• 2024 International Mechanical Code (IMC) with Georgia Amendments

• 2024 International Fuel Gas Code (IFGC) with Georgia Amendments

• 2024 International Swimming Pool and Spa Code (ISPSC) with Georgia Amendments

• 2026 Georgia Amendments to the 2023 National Electrical Code (NEC)

• International Energy Conservation Code, 2015 Edition with Georgia Supplements and Amendments

• NFPA 101 Life Safety Code, 2024 Edition with Georgia Amendments

• Georgia Accessibility Code, 2012 Edition

• 2010 ADA Standards for Accessible Design

No changes to means of egress. New stage stair(s) to be constructed to maintain ~32" clear width for length of stair per on site discussion with Fire Marshal on 2025.01.17.

No reduction of accessibility. New stair improves stage access with code compliant handrail.

P R

C E A

V E N

U E

S E C

O N

D F

E N

G A

P R O J E C T :

T I T L E :

I S S U E :

D A T E :

G-001

2026.02.05

FOR BID &

CONSTRUCTION

MORTON THEATER STAGE

STAIRS

195 W WASHINGTON ST

ATHENS, GA 30601

COVER SHEET

M O R T O N T H E A T E R - S T A G E S T A I R S

ATHENS , GA

SPECIFICATIONS

1. GENERAL NOTES

1. ALL WORK INCLUDED IN THIS CONTRACT SHALL COMPLY WITH THE LATEST EDITION OF

INTERNATIONAL BUILDING CODE AND ALL OTHER LAWS AND CODES OF LOCAL, COUNTY, AND

STATE, JURISDICTION INVOLVED.

2. THE GENERAL CONTRACTOR SHALL GIVE ALL NOTICES AND SHALL COMPLY WITH ALL LAWS,

ORDINANCES, RULES, REGULATIONS, AND ORDERS OF PUBLIC AUTHORITY BEARING ON THE

PERFORMANCE OF THE WORK. IF THE CONTRACTOR OBSERVES THAT ANY OF THE CONTRACT

DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT HE SHALL PROMPTLY NOTIFY THE

ARCHITECT OF ANY CHANGES REQUIRING ADJUSTMENT WITH APPROPRIATE MODIFICATION.

3. ONLY APPROVED 'CONSTRUCTION DOCUMENTS' MARKED DRAWINGS INCORPORATING ALL

ADDENDUM AND DIMENSION CLARIFICATIONS SHALL BE USED DURING THE EXECUTION OF THE

WORK.

4. THE CONTRACTOR SHALL USE WRITTEN DIMENSIONS ONLY, OR AS DIRECTED BY THE ARCHITECT. THE

CONTRACTOR SHALL NOT SCALE DRAWINGS.

5. CONTRACTOR OR OWNER INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. IF THE OWNER, CONTRACTOR OR THEIR REPRESENTATIVE(S) AUTHORIZES DEVIATIONS, RECORDED OR UNRECORDED, FROM THE DOCUMENTS PREPARED BY THE ARCHITECT, THE OWNER SHALL NOT BRING ANY CLAIM AGAINST THE ARCHITECT AND SHALL INDEMNIFY AND HOLD THE ARCHITECT, ITS AGENTS AND EMPLOYEES HARMLESS FROM

AND AGAINST CLAIMS, LOSSES, DAMAGES, AND EXPENSES, INCLUDING BUT NOT LIMITED TO

DEFENSE COSTS AND THE TIME OF THE ARCHITECT, TO THE EXTENT SUCH CLAIM, LOSS, DAMAGE OR EXPENSE ARISES OUT OF OR RESULTS IN WHOLE OR IN PART FROM SUCH DEVIATIONS, REGARDLESS OF WHETHER OR NOT SUCH CLAIM, LOSS, DAMAGE OR EXPENSE IN CAUSED IN PART BY A PARTY

INDEMNIFIED UNDER THIS PROVISION.

6. CONTRACTOR VERIFICATION & RESPONSIBILITIES:

A. THE GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO STARTING THE WORK. THE

CONTRACTOR SHALL VERIFY INTERIOR BUILDING DIMENSIONS, AND COMPARE THAT WITH THE

DIMENSIONS SHOWN ON THE DRAWINGS. WHERE CONFLICT EXISTS, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT UPON RECOGNITION OF ANY DISCREPANCY.

B. THE CONTRACTOR SHALL CAREFULLY STUDY ALL PLANS AND DRAWINGS, AND SHALL REPORT

IMMEDIATELY TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS HE MAY

DISCOVER. THE CONTRACTOR SHALL NOT WORK WITHOUT DRAWINGS. THE CONTRACTOR

SHALL CONSULT THE ARCHITECT & SUBMIT REQUIRED SHOP DRAWINGS AND/OR LITERATURE FOR

APPROVAL PRIOR TO STARTING THE WORK.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION OF

SUBCONTRACTORS' WORK TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE

ACCURATE LOCATION OF STRUCTURE MEMBERS, AND OPENINGS FOR MECHANICAL,

ELECTRICAL, AND MISCELLANEOUS EQUIPMENT.

D. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL AND

ELECTRICAL EQUIPMENT WITH RESPECTIVE SUBCONTRACTORS, AS WELL AS SHOP DRAWINGS

REVIEWED BY THE ARCHITECT.

E. THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT AND PROVIDE ALL

BUCK-OUT BLOCKING AND BACKING REQUIRED TO PERFORM THE WORK.

F. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL

COMPONENTS UNTIL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH

THE PLANS AND AS REQUIRED TO PERFORM THE WORK.

G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.

H. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS WITH THE LOCAL AUTHORITY HAVING JURISDICTION FOR THIS PROJECT. THE OWNER WILL COVER ALL PERMIT FEES, SUCH FEES SHOULD NOT BE INCLUDED IN BID FOR CONSTRUCTION.

I. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL TRADES REQUIRED TO PROPERLY

COMPLETE THE PROJECT AND THE INTENTIONS SET FORTH IN THE CONSTRUCTION

DOCUMENTS.

7. CROSS REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT LIMIT APPLICATION OF ANY DRAWING OR DETAIL. THEY MAY APPLY TO OTHER, SAME, OR SIMILAR CONDITIONS NOT REFERENCED.

8. INTERIOR WALL DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO FACE OF STUD FRAMING FOR ALL

NEW WALLS & FACE OF FINISH FOR EXISTING WALLS.

9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, THE APPLICABLE

SIMILAR DETAILS SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT.

CLOSEOUT PROCEDURES

1. CLOSEOUT SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF CLEANING AGENT

B. CONTRACTOR'S LIST OF INCOMPLETE ITEMS - INITIAL AT SUBSTANTIAL COMPLETION

C. CERTIFIED LIST OF INCOMPLETE ITEMS - FINAL SUBMITTAL AT FINAL COMPLETION

D. CERTIFICATES OF RELEASE - FROM AUTHORITIES HAVING JURISDICTION

E. CERTIFICATE OF INSURANCE - FOR CONTINUING COVERAGE

2. MAINTENANCE MATERIAL SUBMITTALS

A. SCHEDULE OF MAINTENANCE MATERIAL ITEMS - FOR MAINTENANCE MATERIAL SUBMITTAL ITEMS

REQUIRED BY OTHER SECTIONS

B. COMPLY WITH OWNER REQUIREMENTS FOR MAINTENANCE ("ATTIC STOCK") MATERIALS

3. SUBSTANTIAL COMPLETION PROCEDURES

A. CONTRACTOR'S LIST OF INCOMPLETE ITEMS: PREPARE AND SUBMIT A LIST OF ITEMS TO BE

COMPLETED AND CORRECTED (CONTRACTOR'S "PUNCH LIST"), INDICATING THE VALUE OF

EACH ITEM ON THE LIST AND REASONS WHY THE WORK IS INCOMPLETE. PROVIDE THE

FOLLOWING PUNCH LISTS:

a. BUILDING EXTERIOR

b. ROOMS

c. SITE, CIVIL, AND LANDSCAPE AREAS

B. INSPECTION: SUBMIT A WRITTEN REQUEST FOR INSPECTION TO DETERMINE SUBSTANTIAL

COMPLETION A MINIMUM OF 10 DAYS PRIOR TO DATE THE WORK WILL BE COMPLETED AND

READY FOR FINAL INSPECTION AND TESTS. ON RECEIPT OF REQUEST, ARCHITECT WILL EITHER

PROCEED WITH INSPECTION OR NOTIFY CONTRACTOR OF UNFULFILLED REQUIREMENTS.

ARCHITECT WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION AFTER INSPECTION OR

WILL NOTIFY CONTRACTOR OF ITEMS, EITHER ON CONTRACTOR'S LIST OR ADDITIONAL ITEMS

IDENTIFIED BY ARCHITECT, THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL

BE ISSUED.

a. REPEAT SAME INSPECTION PROCEDURE AS APPLICABLE FOR FINAL COMPLETION

4. SUBMITTAL OF PROJECT WARRANTIES

A. TIME OF SUBMITTAL: SUBMIT WRITTEN WARRANTIES ON REQUEST OF ARCHITECT FOR

DESIGNATED PORTIONS OF THE WORK WHERE WARRANTIES ARE INDICATED TO COMMENCE

ON DATES OTHER THAN DATE OF SUBSTANTIAL COMPLETION, OR WHEN DELAY IN SUBMITTAL

OF WARRANTIES MIGHT LIMIT OWNER'S RIGHTS UNDER WARRANTY

B. ORGANIZE WARRANTY DOCUMENTS INTO AN ORDERLY SEQUENCE BASED ON THE TABLE OF

CONTENTS OF PROJECT MANUAL

C. WARRANTY ELECTRONIC FILE: PROVIDE WARRANTIES AND BONDS IN PDF FORMAT. ASSEMBLE

COMPLETE WARRANTY AND BOND SUBMITTAL PACKAGE INTO A SINGLE ELECTRONIC PDF FILE

WITH BOOKMARKS ENABLING NAVIGATION TO EACH ITEM. PROVIDE BOOKMARKED TABLE OF

CONTENTS AT BEGINNING OF DOCUMENT.

D. PROVIDE ADDITIONAL COPIES OF EACH WARRANTY TO INCLUDE IN OPERATION AND

MAINTENANCE MANUALS.

FINAL CLEANING

1. MATERIALS

A. CLEANING AGENTS: USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY

MANUFACTURER OR FABRICATOR OF THE SURFACE TO BE CLEANED. DO NOT USE CLEANING

AGENTS THAT ARE POTENTIALLY HAZARDOUS TO HEALTH OR PROPERTY OR THAT MIGHT

DAMAGE FINISHED SURFACES

2. GENERAL

A. PERFORM FINAL CLEANING. CONDUCT CLEANING AND WASTE-REMOVAL OPERATIONS TO

COMPLY WITH LOCAL LAWS AND ORDINANCES AND FEDERAL AND LOCAL ENVIRONMENTAL

AND ANTIPOLLUTION REGULATIONS.

3. CLEANING

A. EMPLOY EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS FOR FINAL CLEANING. CLEAN

EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING

CLEANING AND MAINTENANCE PROGRAM. COMPLY WITH MANUFACTURER'S WRITTEN

INSTRUCTIONS.

PROJECT RECORD DOCUMENTS

1. RECORD DRAWINGS

A. RECORD PRINTS: MAINTAIN ONE SET OF MARKED-UP PAPER COPIES OF THE CONTRACT

DRAWINGS AND SHOP DRAWINGS, INCORPORATING NEW AND REVISED DRAWINGS AS

MODIFICATIONS ARE ISSUED

B. RECORD DIGITAL DATA FILES: IMMEDIATELY BEFORE INSPECTION FOR CERTIFICATE OF

SUBSTANTIAL COMPLETION, REVIEW MARKED-UP RECORD PRINTS WITH ARCHITECT. WHEN

AUTHORIZED, PREPARE A FULL SET OF CORRECTED DIGITAL DATA FILES OF THE CONTRACT

DRAWINGS.

C. FORMAT: IDENTIFY AND DATE EACH RECORD DRAWING; INCLUDE THE DESIGNATION "PROJECT

RECORD DRAWING" IN A PROMINENT LOCATION

2. RECORD PRODUCT DATA

A. RECORDING: MAINTAIN ONE COPY OF EACH SUBMITTAL DURING THE CONSTRUCTION PERIOD

FOR PROJECT RECORD DOCUMENT PURPOSES. POST CHANGES AND REVISIONS TO PROJECT

RECORD DOCUMENTS AS THEY OCCUR; DO NOT WAIT UNTIL END OF PROJECT.

B. PREPARATION: MARK PRODUCT DATA TO INDICATE THE ACTUAL PRODUCT INSTALLATION WHERE

INSTALLATION VARIES SUBSTANTIALLY FROM THAT INDICATED IN PRODUCT DATA SUBMITTAL

C. FORMAT: SUBMIT RECORD PRODUCT DATA AS ANNOTATED PDF ELECTRONIC FILE

3. MISCELLANEOUS RECORD SUBMITTALS

A. ASSEMBLE MISCELLANEOUS RECORDS REQUIRED BY OTHER SPECIFICATIONS SECTIONS FOR

MISCELLANEOUS RECORD KEEPING AND SUBMITTAL IN CONNECTIONS WITH ACTUAL

PERFORMANCE OF THE WORK. BIND OR FILE MISCELLANEOUS RECORDS AND IDENTIFY EACH,

READY FOR CONTINUED USE AND REFERENCE.

4. MAINTENANCE OF RECORD DOCUMENTS: STORE RECORD DOCUMENTS IN THE FIELD OFFICE APART

FROM THE CONTRACT DOCUMENTS USED FOR CONSTRUCTION. DO NOT USE PROJECT RECORD

DOCUMENTS FOR CONSTRUCTION PURPOSES. MAINTAIN RECORD DOCUMENTS IN GOOD ORDER

AND IN A CLEAN, DRY, LEGIBLE CONDITION, PROTECTED FROM DETERIORATION AND LOSS. PROVIDE ACCESS TO PROJECT RECORD DOCUMENTS FOR ARCHITECT'S REFERENCE DURING NORMAL WORKING

HOURS.

OPERATION AND MAINTENANCE DATA

1. CLOSEOUT SUBMITTALS

A. SUBMIT OPERATION AND MAINTENANCE MANUALS INDICATED. PROVIDE CONTENT FOR EACH

MANUAL AS SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, AND AS REVIEWED AND

APPROVED AT THE TIME OF SECTION SUBMITTALS. SUBMIT REVIEWED MANUAL CONTENT

FORMATTED AND ORGANIZED AS REQUIRED BY THIS SECTION.

B. FORMAT: SUBMIT OPERATION AND MAINTENANCE MANUALS ON DIGITAL MEDIA ACCEPTABLE

TO ARCHITECT. ENABLE REVIEWER COMMENTS ON DRAFT SUBMITTALS.

a. ALSO PROVIDE ONE HARD COPY IN 3-RING BINDER WITH SECTION TABS

SUBMITTALS REQUIRED

05 - METALS:

• METAL RAILINGS (SHOP DRAWINGS)

06 - WOOD & COMPOSITES:

• MISCELLANEOUS ROUGH CARPENTRY (PRODUCT DATA)

• FINISH CARPENTRY (SHOP DRAWINGS & PRODUCT DATA)

• HARDWOOD FLOORING (PRODUCT DATA, SHOP DRAWINGS, & MINIMUM SAMPLE OF THREE 24" LONG BOARDS

REPRESENTING THE RANGE OF SPECIFIED GRAIN, COLOR, AND CHARACTER AS NOTED ON DRAWINGS)

09 - FINISHES:

• PAINTING AND COATING (PRODUCT DATA & SAMPLES APPLIED TO RIGID BACKING)

• STAINING AND TRANSPARENT FINISHING (PRODUCT DATA & SAMPLES APPLIED TO RIGID BACKING)

• PROVIDE IN PLACE MOCK-UP OF ALL PAINT AND STAIN FINISHES. ARCHITECT WILL SELECT LOCATION.

APPLICATION AREA TO BE A MINIMUM OF 4 SQ.FT.

SHOP DRAWING & SUBMITTAL PROCEDURES

1. EACH SUBMITTAL & RESUBMITTAL TO INCLUDE THE FOLLOWING INFORMATION:

A. PROJECT NAME

B. DATE

C. NAME OF ARCHITECT

D. NAME OF CONSTRUCTION MANAGER

E. NAME OF CONTRACTOR

F. NAME OF FIRM OR ENTITY THAT PREPARED SUBMITTAL

G. NAMES OF SUBCONTRACTOR, MANUFACTURER, AND SUPPLIER

H. UNIQUE SUBMITTAL NUMBER, INCLUDING REVISION IDENTIFIER. INCLUDE SPECIFICATION SECTION

NUMBER WITH SEQUENTIAL IDENTIFIER AND SUFFIX FOR RESUBMITTALS

I. CATEGORY AND TYPE OF SUBMITTAL

J. SUBMITTAL PURPOSE AND DESCRIPTION

K. NUMBER AND TITLE OF SPECIFICATION SECTION

L. DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE

M. INDICATION OF FULL OR PARTIAL SUBMITTAL

N. LOCATION(S) WHERE PRODUCT IS TO BE INSTALLED, AS APPROPRIATE

O. OTHER NECESSARY IDENTIFICATION

P. REMARKS

Q. SIGNATURE OF TRANSMITTER

2. ON EACH SUBMITTAL, CLEARLY INDICATE DEVIATIONS FROM REQUIREMENTS IN THE CONTRACT DOCUMENTS, INCLUDING MINOR VARIATIONS AND LIMITATIONS. INCLUDE RELEVANT ADDITIONAL

INFORMATION AND REVISIONS, OTHER THAN THOSE REQUESTED BY ARCHITECT ON PREVIOUS

SUBMITTALS. INDICATED BY HIGHLIGHTING ON EACH SUBMITTAL OR NOTING ON ATTACHED SEPARATE

SHEET.

3. FOR ELECTRONIC SUBMITTALS, PREPARE SUBMITTALS AS A PDF PACKAGE, INCORPORATING COMPLETE

INFORMATION INTO EACH PDF FILE. NAME PDF FILE WITH SUBMITTAL NUMBER.

4. COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION ACTIVITIES INCLUDING FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, AND RELATED

ACTIVITIES WHICH REQUIRE SEQUENTIAL ACTIVITY.

5. SUBMIT, AS AN ACTION SUBMITTAL, A LIST OF SUBMITTALS, ARRANGED IN CHRONOLOGICAL ORDER BY DATES REQUIRED BY CONSTRUCTION SCHEDULE. WHEN ESTABLISHING DATES, INCLUDE TIME NEEDED FOR REVIEW, ORDERING, MANUFACTURING, FABRICATION, AND DELIVERY. INCLUDE ADDITIONAL TIME FOR MAKING CORRECTIONS OR REVISIONS TO SUBMITTALS AS NOTED BY ARCHITECT. INITIAL SUBMITTAL SCHEDULE TO BE SUBMITTED CONCURRENTLY WITH STARTUP CONSTRUCTION SCHEDULE AND INCLUDE ALL SUBMITTALS REQUIRED DURING THE FIRST 60 DAYS OF CONSTRUCTION. FINAL SUBMITTAL SCHEDULE TO BE SUBMITTED CONCURRENTLY WITH COMPLETION OF FIRST SUBMITTAL OF CONTRACTOR'S SCHEDULE AND INCLUDE ALL SUBMITTALS REQUIRED FOR CONSTRUCTION. REVISED SUBMITTAL SCHEDULES TO BE

SUBMITTED AS NECESSITATED BY CHANGES TO CONSTRUCTION SCHEDULE.

6. SUBMIT ALL ITEMS REQUIRED FOR EACH SUBMITTAL BELOW CONCURRENTLY UNLESS PARTIAL SUBMITTALS

FOR PORTIONS OF THE WORK ARE INDICATED ON THE APPROVED SUBMITTAL SCHEDULE

7. ALLOW FOR THE FOLLOWING SUBMITTAL REVIEW TIME, INCLUDING TIME FOR RESUBMITTALS. NO EXTENSION OF CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS

ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING, INCLUDING RESUBMITTALS.

A. ALLOW 15 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IF

COORDINATION WITH SUBSEQUENT SUBMITTALS IS REQUIRED

B. IF INTERMEDIATE SUBMITTAL IS NECESSARY, PROCESS IT IN THE SAME MANNER AS AN INITIAL

SUBMITTAL

C. ALLOW 15 DAYS FOR REVIEW OF EACH RESUBMITTAL

8. ARCHITECT'S REVIEW OR CORRECTIONS OF SUBMITTALS AND SHOP DRAWINGS REFER ONLY TO THE GENERAL ARRANGEMENT AND CONFORMANCE OF THE SUBMITTAL SUBJECT WITH THE DESIGN CONCEPT

AND WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. UNDER NO CIRCUMSTANCES

SHOULD THE CONTRACTOR CONSIDER THE REVIEW TO INCLUDE THE DIMENSIONS, QUANTITIES, AND DETAILS OF THE ITEMS, NOR AN APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.

9. ARCHITECT'S REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OR

OMISSIONS IN THE SUBMITTALS AND SHOP DRAWINGS

10. ARCHITECT'S REVIEW OF SUBMITTALS AND SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF DIRECT RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS UNLESS THE CONTRACTOR HAS DIRECTED SPECIFIC ATTENTION TO THE DEVIATION AT THE TIME OF SUBMISSION AND THE ARCHITECT AND/OR OWNER HAS PROVIDED WRITTEN APPROVAL TO THE SPECIFIC

DEVIATION

11. ARCHITECT'S REVIEW OF SUBMITTALS AND SHOP DRAWINGS SHALL NOT BE CONSTRUED AS

AUTHORIZATON TO CHANGE THE CONTRACT SUM OR CONTRACT TIME

DIVISION 5: METAL RAILINGS

5.1 ADMINISTRATIVE REQUIREMENTS

A. COORDINATION:

a. COORDINATE SELECTION OF SHOP PRIMERS WITH TOPCOATS TO BE APPLIED

OVER THEM. COMPLY WITH PAINT & COATING MANUFACTURERS' WRITTEN

INSTRUCTIONS TO ENSURE THAT SHOP PRIMERS & TOPCOATS ARE

COMPATIBLE WITH ONE ANOTHER.

5.2 QUALITY ASSURANCE

A. FABRICATOR QUALIFICATIONS

a. A QUALIFIED FABRICATOR THAT IS CERTIFIED BY THE AMERICAN INSTITUTE

FOR STEEL CONSTRUCTION (AISC) UNDER AISC 201.

5.3 PRODUCTS

A. METAL RAILINGS - GENERAL

a. REGULATORY REQUIREMENTS: PROVIDE RAILINGS COMPLYING WITH THE

MOST STRINGENT REQUIREMENTS OF LOCAL, STATE, AND FEDERAL

REGULATIONS; WHERE REQUIREMENTS OF THE CONTRACT DOCUMENTS

EXCEED THOSE OF REGULATIONS, COMPLY WITH THE CONTRACT

DOCUMENTS.

b. DIMENSIONS: AS INDICATED ON DRAWINGS

c. METAL JOINTING AND FINISH QUALITY LEVELS: PROVIDE AS FOLLOWS FOR

ALL RAILINGS OF THIS SECTION.

• INCLUDES EXPOSED AND NON-EXPOSED JOINTS.

• WELDED JOINTS: CONTINUOUSLY WELDED AND GROUND SMOOTH

AND FLUSH.

• MECHANICAL JOINTS: BUTTED TIGHT, FLUSH, AND HAIRLINE;

CONCEALED FASTENINGS ONLY.

• EXPOSED EDGES AND CORNERS: EASED TO SMALL UNIFORM RADIUS.

• METAL SURFACES TO BE POINTED: SANDED OR GROUND SMOOTH,

SUITABLE FOR HIGHEST QUALITY GLOSS FINISH.

d. FASTENERS: SAME MATERIAL OR COMPATIBLE WITH MATERIALS BEING

FASTENED; TYPE CONSISTENT WITH DESIGN AND SPECIFIED QUALITY LEVEL.

e. ANCHORS & RELATED COMPONENTS: SAME MATERIAL AND FINISH AS

ITEMS TO BE ANCHORED, EXCEPT WHERE SPECIFICALLY INDICATED

OTHERWISE; PROVIDE ALL ANCHORS AND FASTENERS REQUIRED.

f. CONTINUOUS SEAL JOINED PIECES BY CONTINUOUS WELDS

g. SHOP PRIME ALL COMPONENTS

5.4 MATERIALS - STEEL

A. METAL RAILINGS - GENERAL

a. STEEL SECTIONS: ASTM A36/A36M.

b. STEEL TUBING: ASTM A501/A501M HOT-FORMED STRUCTURAL TUBING.

c. PLATES: ASTM A283/A283M.

d. PIPE: ASTM A53/A53M, GRADE B SCHEDULE 40

e. STEEL BOLTS, NUTS, AND WASHERS: ASTM A307, GRADE A, PLAIN

5.5 WARRANTY

A. SPECIAL INSTALLER WARRANTY: FURNISH WARRANTY SIGNED BY THE INSTALLER

GUARANTEEING MATERIALS AND WORKMANSHIP FOR THE WORK OF THIS

SECTION. WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL

COMPLETION.

DIVISION 9: FINISHES - PAINTING & STAINING

9.1 MATERIALS

A. SELECTED PAINT COLORS AND PRODUCT SHALL BE COMMERCIAL QUALITY

BENJAMIN MOORE, SHERWIN WILLIAMS, PPG, OR APPROVED EQUAL. BASIS OF

DESIGN: SHERWIN WILLIAMS PROMAR 200.

B. SELECTED WOOD STAIN BASIS OF DESIGN: BONA CHROMA WATERBORNE

WOOD FLOOR COLORATION OR EQUAL. COLORS TO BE MIXED AS NEEDED TO

MATCH EXISTING FLOOR FINISH.

C. VERIFY COMPATIBILITY WITH PRODUCTS PRIOR TO APPLICATION.

D. PROVIDE MANUFACTURER'S BEST QUALITY PAINT PRODUCT FROM THEIR LINE. ALL

PAINTS TO BE ZERO-VOC AND STAINS TO BE LOW-VOC.

E. PAINT FOR INTERIOR EXPOSED METAL TO BE PRODUCT RATED FOR THAT

SUBSTRATE.

9.2 PAINTING

A. WHERE INDICATED ON DRAWINGS, INTERIOR PARTITIONS, MILLWORK, AND

METAL RAILINGS TO BE PAINTED WITH LATEX PAINT TO MATCH EXISTING COLORS

& OWNER COLOR/PRODUCT RECORDS. RECORDS WILL BE PROVIDED UPON

CONTRACTOR'S REQUEST.

B. ALL PAINT SHEENS TO BE CONFIRMED BY ARCHITECT FOR EACH SUBSTRATE TYPE

PRIOR TO INSTALLATION

a. PLASTER OR GYPSUM WALL BOARD: EGGSHELL

b. WOOD TRIM & EXPOSED WOOD STRUCTURE: SEMI-GLOSS

c. METAL RAILINGS: SEMI-GLOSS

9.3 WARRANTY

A. MANUFACTURER WARRANTY: PROVIDE MANUFACTURER'S WARRANTY COVERING

MANUFACTURING AND MATERIAL DEFECT, WHERE ITEMS FAIL TO PERFORM AS

DESIGNED AND MANUFACTURED. WARRANTY PERIOD: FIVE YEARS FROM

SUBSTANTIAL COMPLETION.

B. SPECIAL INSTALLER WARRANTY: FURNISH A WRITTEN WARRANTY SIGNED BY THE

INSTALLER GUARANTEEING MATERIALS AND WORKMANSHIP FOR THE WORK OF

THIS SECTIONS. WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL

COMPLETION. Project Information