Oconee County Library Renovation_Construction.pdf

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

AD

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

FD

FBO

FIN

FEX

FUTURE

FOOTING

FOUNDATION

FIRE RESISTIVE

FACE OF STUD

FOOT, FEET

GAUGE, GAGE

GALVANIZED

GYPSUM BOARD

GRAB BAR

FND

FOS

FR

FTG

FUT

FT

GA

GB

GALV

GBAR

FLR(G) FLOOR (ING)

FURNISHED BY OWNER

FIRE EXTINGUISHER CABINET

AUTOMATIC

BETWEEN

BOARD

BEAM

BLOCK (ING)

BUILDING

BOTTOM

BY OTHERS

AUTO

BTWN

BD

BLK(G)

BLDG

BOT

BO

BM

BRICK

BEARING

BASEMENT

BOTH SIDES

CABINET

CORNER GUARD

BS

BRK

BRG

BUR

BSMT

CFM

CAB

CG

BR BACKER ROD

CUBIC FEET/MINUTE

BUILT UP ROOFING

CEILING

CLOSET

CENTERLINE

CONTROL JOINT

CENTER

COLUMN

CLEANOUT

CLEAR (ANCE)

CJ

CIPC

CLG

CLO

CL

CMU

CTR

COL

COMP

CO

CLR

CONCRETE

CORRIDOR

COORDINATE

CORRUGATED

CONTRACT (OR)

CERAMIC TILE

CARPET (ED)

COLD WATER

CONC

CONT

CONTR

CORR

CT

CPT

CW

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

GR

GL

GC GENERAL CONTRACT (OR)

DOUBLE

DISPOSAL

DIMENSION

DIAMETER

DEEP

DAMPPROOFING

DOWN

DF

DEMO

DBL

DIAM

DISP

DIM

DP

DPF

DN

DOWNSPOUT

DRAWING

DETAIL

EACH

DS

DWG

DTL

EA

EJ

DOORDR

DRINKING FOUNTAIN

DEMOLISH, DEMOLITION

EXPANSION JOINT

ELEVATION

ELECTRIC (AL)

ENTRANCE

ENCLOSE (URE)

EQUIPMENT

EQUAL

EXHAUST

ELEV

ELEC

ENT

ENC

EQ

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"

C

A

E

L

M

G

P

S

A-401

X

:OR/

X'

X"

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

AT

BY

RIGID INSULATION

PER

(X) FEET

POUND OR NUMBER

(X) INCHES

PLASTER & GYPSUM BOARD

NUMBER= ITEM NUMBER

EQUIPMENT TYPE INDICATOR:

LETTER= GROUP FUNCTION

A

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

A

DETAIL SYMBOL:

UPPER=THE SECTION NUMBER

LOWER=THE SHEET WHERE DRAWN

SYMBOLS LEGEND

Room name

N

E-1

IF INTERIOR FURNISHINGS

T TECHNOLOGY DRAWINGS

AV AUDIO VISUAL DRAWINGS

FP FIRE PROTECTION

VT VERTICAL TRANSPORTATION DRAWINGS

A1.1

A1.1

A1.1

A-410

PRESSURE TREATED

PAVEMENT

PLYWOOD

QUANTITY

POLYVINYL CHLORIDE

PSI

PSF

PT

PVMT

QTY

PWD

PVC

RADIUS

REMOVE

ROOF DRAIN

REFERENCE, REFER TO

REINFORCING

ROOM

REQUIRE (D)

RIGHT OF WAY

ROUGH OPENING

RD

RE

REINF

REM

RCP

RAD

RM

REQ

RO

ROW

R

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

RESISTANCE, THERMAL, RISER

REFLECTED CEILING PLAN

SCHEDULE

RESTROOM

SOLID CORE

SPLASH BLOCK

SECTION

SHEET

STORM DRAIN

RR

SC

SBLK

SCH

SD

SHT

SEC

SIMILAR

SLAB ON GRADE SOG

SIM

SHEATHING SHTH

LINEAL

LIBRARY

LOCKER

LIGHT

MAINTAIN (ENANCE)

MAXIMUM

MASONRY

LIB

LIN

LKR

LT

MAINT

MC

MAS

MAX

MECHANICAL CONTRACTOR

METAL

MINIMUM

MANHOLE

MECHANIC (AL)

MANUFACTURE (ER)

MISCELLANEOUS

MOUNT (ED), (ING)

MASONRY OPENING

MIRROR

MET

MECH

MIN

MH

MFR

MISC

MT

MR

MO

MIR

NOMINAL

NUMBER

NOISE REDUCTION COEFFICIENT

NOT IN CONTRACT

NOT TO SCALE

OVERALL

OBSCURE

ON CENTER (S)

NRC

NO

NOM

NIC

NTS

OA

OB

OC

MTL MATERIAL (S)

OPENING

OPPOSITE HAND

OUTSIDE DIAMETER

OPPOSITE

OVERHEAD

PERPENDICULAR

PARALLEL

OUNCE

OH

OD

OPG

OPP

OPH

ORD

PC

PERP

PAR

OZ

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

HM

HOR

HDW

HR

HT

HPT

HW

HTR

HVAC

HWH

HCAP HANDICAPPED

INCH(ES)

INFORMATION

INCANDESCENT

INSULATE (D), (ION)

INSIDE DIAMETER

INCLUDE (D), (ING)

INVERT

JOINT

LABORATORY

INTERIOR

IN

ID

INCAN

INS

INFO

INCL

INV

LAB

JT

INT

POUND(S)

LAVATORY LAV

LB

LAM LAMINATE (D)

HEATING/VENTILATION/AC

HOT WATER HEATER

SQUARE

SPECIAL

SPECIFICATION (S)

STAINLESS STEEL

SQ

SPEC

SPL

SST

STEEL

STORAGE

STANDARD

STRUCTURAL

TREAD

SUSPENDED

SYMMETRICAL

TOP AND BOTTOM

STRUC

STL

STO

STD

STC

T

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

TO

TOB

TOI

TOP

TOC

THRU

SOUND TRANSMISSION CLASS

TRANSOM

TOP OF STEEL

TOILET PARTITION

TOP OF WALL

TYPICAL

TERRAZZO

TUBE STEEL

TELEVISION

TR

TOW

TPART

TOSTL

TPD

TV

TS

TZ

TYP

UNFINISHED

VAPOR BARRIER

VARIABLE (VARIES)

URINAL

UL

UNFIN

UON

VB

VCT

VAR

UR

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

W

VEST

W/

W/O

WP (G)

WD

WC

WATER RESISTANT

WELDED WIRE FABRIC WWF

WR

VERTICAL VERT

TOP OF SLAB TOS

TOP OF MASONRY TOM

SHEET TABLE OF CONTENTSPROJECT 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

MEP ENGINEER: ENSEMBLED ARCHITECTURE AND ENGINEERING LLC

125 S MILLEDGE AVE, SUITE A

ATHENS, GA 30605

CONTACT: VINCENT BRICKA, PRINCIPAL

OFFICE: 706.850.8223

MOBILE: 706.207.9751

EMAIL: VBRICKA@ENSEMBLEDAE.COM

DEDUCTIVE ALTERNATES

DEDUCTIVE ALTERNATE 1:

REMOVE THE DECORATIVE TREE ELEMENT AND RELATED ITEMS IN THE CHILDREN'S

AREA FROM THE PROJECT SCOPE. DEDUCTIVE ALTERNATE INCLUDES ALL THE PANELS

AND NAILERS FOR THE TREE ELEMENT AS WELL AS THE SUSPENDED FELT CLOUDS. IN

PLACE OF TREE, EXISTING COLUMN TO BE WRAPPED WITH Ma3 PARTITION TYPE AS A

COLUMN WRAP (3-5/8" METAL STUDS WITH 5/8" GB), PAINTED.

DEDUCTIVE ALTERNATE 2:

REMOVE THE BIRDHOUSE BUILT-IN ELEMENT IN THE CHILDREN'S AREA FROM THE

PROJECT SCOPE. DEDUCTIVE ALTERNATE INCLUDES THE BIRDHOUSE ELEMENT AS

WELL AS THE (3) TYPE B PENDANTS MOUNTED IN IT. PAINT THE WALL WHERE THE

BIRDHOUSES WERE SHOWN TO MATCH THE COLOR OF THE REST OF THE WALL. RUN

BASE TRIM CONTINUOUS ALONG THOSE WALLS.

DEDUCTIVE ALTERNATE 3:

REMOVE THE TYPE C.2 LIGHT FIXTURE IN THE YOUNG ADULT AREA FROM THE PROJECT

SCOPE. REPLACE WITH (9) TYPE T 2x2 TROFFER LIGHTS IN THAT AREA

DEDUCTIVE ALTERNATE 4:

REMOVE THE REPLACEMENT OF THE (1) WINDOW WITH A NEW DOOR (DOOR

NUMBER E-001) FROM THE PROJECT SCOPE. REMOVE ALL ASSOCIATED TRIM AND

HARDWARE.

ADD ALTERNATES

ADD ALTERNATE 1:

INCLUDE IVY ROOM EXTENSION AND CONTIGUOUS STUDY ROOMS AND OFFICES

(ROOM NUMBERS 100-106) IN THE PROJECT SCOPE. FOR BASE BID, ALL WALLS,

DOORS, CASEWORK, FURNITURE, ELECTRICAL, DATA, LIGHT FIXTURES AND FINISHES

IN THIS AREA NOT INCLUDED. FOR BASE BID, EXISTING MECHANICAL UNIT TO STAY

IN PLACE, ONLY ADJUST DUCTS AS NECESSARY FOR NEW CONSTRUCTION. FOR

BASE BID, DO NOT MOVE EXISTING LIGHTING IN THIS AREA.

P

R

IN

C E A

V E N

U E

S E C

O N

D F

LO

O

R

A

TH

E N

S

G A

T:

.3

.3

P R O J E C T :

T I T L E :

I S S U E :

D A T E :

G-001

JUNE 1, 2026

CONSTRUCTION

DOCUMENTS

OCONEE COUNTY LIBRARY

RENOVATION1925 ELECTRIC AVE

WATKINSVILLE, GA 30677

COVER SHEET

O C O N E E C O U N T Y L I B R A R Y R E N O V A T I O N W A T K I N S V I L L E , G A

ARCHITECTURAL

A-001 WINDOW AND DOOR SCHEDULE

A-002 PARTITION TYPES & CONSTRUCTION DETAILS

A-011 DEMO & SLAB PLAN

A-101 GROUND LEVEL PLAN

A-110 GROUND LEVEL RCP

A-120 SIGNAGE PLAN

A-400 IVY ROOM

A-401 TRANSITION AREA

A-402 YOUNG ADULT AREA

A-403 CHILDREN'S AREA

A-404 CHILDREN'S AREA DETAILS

GENERAL

G-001 COVER SHEET

G-002 SPECIFICATIONS

G-003 CODE DIAGRAMS

MECHANICAL SHEETS

M-001 MECHANICAL NOTES

M-002 MECHANICAL LEGEND

M-003 MECHANICAL SCHEDULES

M-101 MECHANICAL PLAN - LEVEL 1

M-102 MECHANICAL PLAN - ROOF

PLUMBING SHEETS

P-001 PLUMBING LEGEND AND NOTES

P-101 PLUMBING PLAN - LEVEL 1

ELECTRICAL SHEETS

E-001 ELECTRICAL LEGEND AND NOTES

E-002 ELECTRICAL SCHEDULES

E-101 POWER PLAN - LEVEL 1

E-201 LIGHTING PLAN - LEVEL 1

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. CONTRACTOR TO SEAL ALL EXTERIOR OPENINGS AGAINST ALL MOISTURE & AIR INFILTRATION.

8. THE CONTRACTOR SHALL COORDINATE REQUIRED VENTING OF MECHANICAL SYSTEMS PER THE MOST

CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND LOCAL GOVERNING CODES.

9. 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.

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

NEW WALLS & FACE OF FINISH FOR EXISTING WALLS.

11. 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

F. FIELD REPORT - FOR PEST-CONTROL INSPECTION

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. PARTIAL OCCUPANCY: SUBMIT PROPERLY EXECUTED WARRANTIES WITHIN 15 DAYS OF

COMPLETION OF DESIGNATED PORTIONS OF THE WORK THAT ARE COMPLETED AND OCCUPIED

OR USED BY OWNER DURING CONSTRUCTION PERIOD BY SEPARATE AGREEMENT WITH

CONTRACTOR

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

CONTENTS OF PROJECT MANUAL

D. 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.

E. 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.

4. SYSTEMS AND EQUIPMENT OPERATION & MAINTENANCE MANUALS

A. SYSTEMS AND EQUIPMENT OPERATION & MAINTENANCE MANUAL: ASSEMBLE A COMPLETE SET

OF DATA INDICATING OPERATION & MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE

OF EQUIPMENT NOT PART OF A SYSTEM. INCLUDE INFORMATION REQUIRED FOR DAILY

OPERATION/MAINTENANCE AND MANAGEMENT, OPERATING STANDARDS, AND ROUTINE AND

SPECIAL OPERATING PROCEDURES.

a. ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO ASSEMBLE AND PREPARE

INFORMATION FOR EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A

SYSTEM

b. PREPARE A SEPARATE MANUAL FOR EACH SYSTEM AND SUBSYSTEM, IN THE FORM OF AN

INSTRUCTION MANUAL FOR USE BY OWNER'S OPERATING PERSONNEL

B. CONTENT: IN ADDITION TO REQUIREMENTS IN THIS SECTION, INCLUDE OPERATION &

MAINTENANCE DATA REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS AND THE FOLLOWING

INFORMATION:

a. SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS. USE DESIGNATIONS FOR SYSTEMS

AND EQUIPMENT INDICATED ON CONTRACT DOCUMENTS.

b. PERFORMANCE AND DESIGN CRITERIA IF CONTRACTOR HAS DELEGATED DESIGN

RESPONSIBILITY

c. OPERATING STANDARDS

d. OPERATING PROCEDURES

e. OPERATING LOGS

f. WIRING DIAGRAMS

g. CONTROL DIAGRAMS

h. PIPED SYSTEM DIAGRAMS

i. PRECAUTIONS AGAINST IMPROPER USE

j. LICENSE REQUIREMENTS INCLUDING INSPECTION AND RENEWAL DATES

C. DESCRIPTIONS: INCLUDE THE FOLLOWING:

a. PRODUCT NAME AND MODEL NUMBER. USE DESIGNATIONS FOR PRODUCTS INDICATED ON

CONTRACT DOCUMENTS

b. MANUFACTURER'S NAME

c. EQUIPMENT IDENTIFICATION WITH SERIAL NUMBER OF EACH COMPONENT

d. EQUIPMENT FUNCTION

e. OPERATING CHARACTERISTICS

f. LIMITING CONDITIONS

g. PERFORMANCE CURVES

h. ENGINEERING DATA AND TESTS

i. COMPLETE NOMENCLATURE AND NUMBER OF REPLACEMENT PARTS

D. OPERATING & MAINTENANCE PROCEDURES: INCLUDE THE FOLLOWING, AS APPLICABLE

a. STARTUP PROCEDURES

b. EQUIPMENT OR SYSTEM BREAK-IN PROCEDURES

c. ROUTINE AND NORMAL OPERATING INSTRUCTIONS

d. REGULATION AND CONTROL PROCEDURES

e. INSTRUCTIONS ON STOPPING

f. NORMAL SHUTDOWN INSTRUCTIONS

g. SEASONAL AND WEEKEND OPERATING INSTRUCTIONS

h. REQUIRED SEQUENCES FOR ELECTRIC AND ELECTRONIC SYSTEMS

i. SPECIAL OPERATING INSTRUCTIONS AND PROCEDURES

j. TEST AND INSPECTION INSTRUCTIONS

k. TROUBLESHOOTING GUIDE

l. PRECAUTIONS AGAINST IMPROPER MAINTENANCE

m. DISASSEMBLY; COMPONENT REMOVAL, REPAIR, AND REPLACEMENT; AND REASSEMBLY

INSTRUCTIONS

n. ALIGNING, ADJUSTING, AND CHECKING INSTRUCTIONS

o. DEMONSTRATION AND TRAINING VIDEO RECORDING, IF AVAILABLE

E. SYSTEMS AND EQUIPMENT CONTROLS: DESCRIBE THE SEQUENCE OF OPERATION, AND DIAGRAM

CONTROLS AS INSTALLED

F. PIPED SYSTEMS: DIAGRAM PIPING AS INSTALLED, AND IDENTIFY COLOR CODING WHERE REQUIRED

FOR IDENTIFICATION

G. MAINTENANCE AND SERVICE SCHEDULES: TABULATE ACTIONS FOR DAILY, WEEKLY, MONTHLY, QUARTERLY, SEMIANNUAL, AND ANNUAL FREQUENCIES. INCLUDE MANUFACTURERS FORMS FOR

RECORDING MAINTENANCE

H. SPARE PARTS LIST AND SOURCE INFORMATION: INCLUDE LISTS OF REPLACEMENT AND REPAIR

PARTS, WITH PARTS IDENTIFIED AND CROSS-REFERENCED TO MANUFACTURER'S MAINTENANCE

DOCUMENTATION AND LOCAL SOURCES OF MAINTENANCE MATERIALS AND RELATED SERVICES

I. MAINTENANCE SERVICE CONTRACTS: INCLUDE COPIES OF MAINTENANCE AGREEMENTS WITH

NAME AND TELEPHONE NUMBER OF SERVICE AGENT

J. WARRANTIES AND BONDS: INCLUDE COPIES OF WARRANTIES AND BONDS AND LISTS OF

CIRCUMSTANCES AND CONDITIONS THAT WOULD AFFECT VALIDITY OF WARRANTIES OR BONDS.

INCLUDE PROCEDURES TO FOLLOW AND REQUIRED NOTIFICATIONS FOR WARRANTY CLAIMS

K. DRAWINGS: PREPARE DRAWINGS SUPPLEMENTING MANUFACTURERS' PRINTED DATA TO

ILLUSTRATE THE RELATIONSHIP OF COMPONENT PARTS OF EQUIPMENT AND SYSTEMS AND TO

ILLUSTRATE CONTROL SEQUENCE AND FLOW DIAGRAMS. COORDINATE THESE DRAWINGS WITH

INFORMATION CONTAINED IN RECORD DRAWINGS TO ENSURE CORRECT ILLUSTRATION OF

COMPLETED INSTALLATION. DO NOT USE ORIGINAL PROJECT RECORD DOCUMENTS AS PART OF

MAINTENANCE MANUALS.

5. PRODUCT MAINTENANCE MANUALS

A. ASSEMBLE A COMPLETE SET OF MAINTENANCE DATA INDICATING CARE AND MAINTENANCE OF

EACH PRODUCT, MATERIAL, AND FINISH INCORPORATED INTO THE WORK

B. CONTENT: ORGANIZE MANUAL INTO A SEPARATE SECTION FOR EACH PRODUCT, MATERIAL, AND

FINISH. INCLUDE SOURCE INFORMATION, PRODUCT INFORMATION, MAINTENANCE PROCEDURES,

REPAIR MATERIALS AND SOURCES, AND WARRANTIES AND BONDS, AS DESCRIBED BELOW.

C. SOURCE INFORMATION: LIST EACH PRODUCT INCLUDED IN MANUAL, IDENTIFIED BY PRODUCT

NAME AND ARRANGED TO MATCH MANUAL'S TABLE OF CONTENTS. FOR EACH PRODUCT, LIST

NAME, ADDRESS, AND TELEPHONE NUMBER OF INSTALLER OR SUPPLIER AND MAINTENANCE

SERVICE AGENT, AND CROSS-REFERENCE SPECIFICATION SECTION NUMBER AND TITLE IN PROJECT

MANUAL AND DRAWING OR SCHEDULE DESIGNATION OR IDENTIFIER WHERE APPLICABLE.

D. PRODUCT INFORMATION: INCLUDE THE FOLLOWING, AS APPLICABLE:

a. PRODUCT NAME AND MODEL NUMBER

b. MANUFACTURER'S NAME

c. COLOR, PATTERN, AND TEXTURE

d. MATERIAL AND CHEMICAL COMPOSITION

e. REORDERING INFORMATION FOR SPECIALLY MANUFACTURED PRODUCTS

E. MAINTENANCE PROCEDURES: INCLUDE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND

THE FOLLOWING:

a. INSPECTION PROCEDURES

b. TYPES OF CLEANING AGENTS TO BE USED AND METHODS OF CLEANING

c. LIST OF CLEANING AGENTS AND METHODS OF CLEANING DETRIMENTAL TO PRODUCT

d. SCHEDULE OF ROUTINE CLEANING AND MAINTENANCE

e. REPAIR INSTRUCTIONS

F. REPAIR MATERIALS AND SOURCES: INCLUDE LISTS OF MATERIALS AND LOCAL SOURCES OF

MATERIALS AND RELATED SERVICES

G. WARRANTIES AND BONDS: INCLUDE COPIES OF WARRANTIES AND BONDS AND LISTS OF

CIRCUMSTANCES AND CONDITIONS THAT WOULD AFFECT VALIDITY OF WARRANTIES OR BONDS.

INCLUDE PROCEDURES TO FOLLOW AND REQUIRED NOTIFICATIONS FOR WARRANTY CLAIMS.

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

a. PREPARATION: MARK RECORD PRINTS TO SHOW THE ACTUAL INSTALLATION, WHERE

INSTALLATION VARIES FROM THAT SHOWN ORIGINALLY. REQUIRE INDIVIDUAL OR ENTITY

WHO OBTAINED RECORD DATA, WHETHER INDIVIDUAL OR ENTITY IS INSTALLER,

SUBCONTRACTOR, OR SIMILAR ENTITY, TO PROVIDE INFORMATION FOR PREPARATION OF

CORRESPONDING MARKED-UP RECORD PRINTS.

b. CONTENT: TYPES OF ITEMS REQUIRING MARKING INCLUDE, BUT ARE NOT LIMITED TO, THE

FOLLOWING:

• DIMENSIONAL CHANGES TO DRAWINGS

• REVISIONS TO DETAILS SHOWN ON DRAWINGS

• DEPTHS OF FOUNDATIONS

• LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES

• REVISIONS TO ROUTING OF PIPING AND CONDUITS

• REVISIONS TO ELECTRICAL CIRCUITRY

• ACTUAL EQUIPMENT LOCATIONS

• DUCT SIZE AND ROUTING

• LOCATIONS OF CONCEALED INTERNAL UTILITIES

• CHANGES MADE BY CHANGE ORDER OR CONSTRUCTION CHANGE DIRECTIVE

• CHANGES MADE FOLLOWING ARCHITECT'S WRITTEN ORDERS

• DETAILS NOT ON THE ORIGINAL CONTRACT DRAWINGS

• FIELD RECORDS FOR VARIABLE AND CONCEALED CONDITIONS

• RECORD INFORMATION ON THE WORK THAT IS SHOWN ONLY SCHEMATICALLY

c. MARK THE CONTRACT DRAWINGS AND SHOP DRAWINGS COMPLETELY AND ACCURATELY.

USE PERSONNEL PROFICIENT AT RECORDING GRAPHIC INFORMATION IN PRODUCTION OF

MARKED-UP RECORD PRINTS.

d. MARK RECORD PRINTS WITH ERASABLE, RED-COLORED PENCIL. USE OTHER COLORS TO

DISTINGUISH BETWEEN CHANGES FOR DIFFERENT CATEGORIES OF THE WORK AT THE SAME

LOCATION

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

2. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY MANUAL

A. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY: PREPARE A SEPARATE MANUAL

THE PROVIDES AND ORGANIZED REFERENCE TO EMERGENCY, OPERATION, AND

MAINTENANCE MANUALS. LIST ITEMS AND THEIR LOCATION TO FACILITATE READY ACCESS TO

DESIRED INFORMATION

3. EMERGENCY MANUALS

A. EMERGENCY MANUAL: ASSEMBLE A COMPLETE SET OF EMERGENCY INFORMATION INDICATING

PROCEDURES FOR USE BY EMERGENCY PERSONNEL AND BY OWNER'S OPERATING PERSONNEL

FOR TYPES OF EMERGENCIES INDICATED

B. CONTENT: ORGANIZE MANUAL INTO A SEPARATE SECTION FOR EACH OF THE FOLLOWING

a. TYPE OF EMERGENCY

b. EMERGENCY INSTRUCTIONS

c. EMERGENCY PROCEDURES

C. TYPE OF EMERGENCY: WHERE APPLICABLE FOR EACH TYPE OF EMERGENCY INDICATED BELOW, INCLUDE INSTRUCTIONS AND PROCEDURES FOR EACH SYSTEM, SUBSYSTEM, PIECE OF

EQUIPMENT, AND COMPONENT:

a. FIRE

b. FLOOD

c. GAS LEAK

d. WATER LEAK

e. POWER FAILURE

f. WATER OUTAGE

g. SYSTEM, SUBSYSTEM, OR EQUIPMENT FAILURE

h. CHEMICAL RELEASE OR SPILL

D. EMERGENCY INSTRUCTIONS: DESCRIBE AND EXPLAIN WARNINGS, TROUBLE INDICATIONS,

ERROR MESSAGES, AND SIMILAR CODES AND SIGNALS. INCLUDE RESPONSIBILITIES OF

OWNER'S OPERATING PERSONNEL FOR NOTIFICATION OF INSTALLER, SUPPLIER, AND

MANUFACTURER TO MAINTAIN WARRANTIES

E. EMERGENCY PROCEDURES: INCLUDE THE FOLLOWING, AS APPLICABLE:

a. INSTRUCTIONS ON STOPPING

b. SHUTDOWN INSTRUCTIONS FOR EACH TYPE OF EMERGENCY

c. OPERATING INSTRUCTIONS FOR CONDITIONS OUTSIDE NORMAL OPERATING LIMITS

d. REQUIRED SEQUENCES FOR ELECTRIC OR ELECTRONIC SYSTEMS

e. SPECIAL OPERATING INSTRUCTIONS AND PROCEDURES

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G-002

JUNE 1, 2026

CONSTRUCTION

DOCUMENTS

OCONEE COUNTY LIBRARY

RENOVATION1925 ELECTRIC AVE

WATKINSVILLE, GA 30677

SPECIFICATIONS

ARCHITECTURAL GENERAL NOTES

CONCRETE NOTES:

1. DESIGN, MATERIALS AND METHODS OF CONSTRUCTION

SHALL COMPLY WITH BUILDING CODE REQUIREMENTS

FOR REINFORCED CONCRETE & ACI 318 OF THE AMERICAN

CONCRETE INSTITUTE - LATEST EDITION.

2. ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED

CONCRETE SHALL BE 3000 PSI. AT 28 DAYS, UNLESS NOTED

OTHERWISE

3. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF

AT LEAST 40° F. IF POURED IN COLDER WEATHER THE

CONCRETE MUST BE PROTECTED FROM FREEZING FOR

A PERIOD OF 14 DAYS

I. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF

FORMS WITH TARPS FOR PROTECTION FROM WIND

FOR A MINIMUM OF 3 DAYS AFTER POUR

II. AFTER FORMS ARE REMOVED, PROVIDE INSULATED

TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR

A PERIOD OF 14 DAYS AFTER POUR

4. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM

TO THE FOLLOWING STANDARDS, LATEST EDITION:

I. PORTLAND CEMENT AS PER ASTM C150-TYPE I

II. CONC AGGREGATES AS PER ASTM C33, 3/4" MAX. SIZE

III. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS

AMOUNTS OF OILS, ACIDS, ALKALIS, SALT, ORGANIC

MATERIALS, AND DELETERIOUS SUBSTANCES

IV. REINFORCING BARS SHALL BE INTERMEDIATE GRADE

NEW BILLET STEEL, DEFORMED AS PER ASTM A615,

GRADE 60; HOOKS AND TIES SHALL CONFORM TO

C.R.S.I. STANDARDS

V. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER

ASTM A82-84 AND A185-84

VI. WATERPROOFING AS PER ACI 515.1R-79

5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED

ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM BEARING

CAPACITY OF TWO TONS PER SQ. FT.

6. THE CONCRETE CONTRACTOR SHALL COORDINATE IN

SETTING ALL ANCHOR BOLTS, INSERTS, SLEEVES, ETC.

AS REQUIRED BY OTHER TRADES

7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC-TIPPED;

ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT

BACK AND GROUTED SO AS TO PRECLUDE ANY CORROSION

8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED

9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE

CONCRETE IS POURED. ALL REINFORCEMENT AND FABRIC

FOR CONCRETE POURED ON GROUND SHALL BE

SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS

10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT

AS NOTED, LAPPED 40 DIAMETERS MIN. PER ACI 318,

CLASS "C", , BENT AROUND CORNERS AND HOOKED AT

NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP

BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS

AT SUPPORTS, REVERSE FOR FOUNDATION MATS; STAGGER

SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES

11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM

THICKNESSES TO BE USED; INCREASE AS REQUIRED FOR

DRAINAGE PITCH

12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS

CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND

CONTINUOUS REBAR; WALL SECTIONS SHALL BE PLACED

ALTERNATELY WITH A MINIMUM OF 24 HOURS BETWEEN

ADJACENT POURS

13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS

SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,

AT LEAST 4 FT. FROM ANY SUPPORTING OR INTERSECTING

WALL OR BUTTRESS, OR ANY WALL OPENING

14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED

EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED

ON SHOP DRAWINGS

15. FREE WATER ON THE SLAB SURFACE DURING FINISHING OPERATIONS IS

PROHIBITED. SOFT CUT CONTRACTION JOINTS AS SOON AS POSSIBLE -

GENERALLY WITHIN 6 HOURS AFTER FINISHING.

16. PROTECT AND CURE ALL CONCRETE SURFACES. BEGIN CURING WALLS

IMMEDIATELY AFTER STRIPPING FORMS AND FLATWORK IMMEDIATELY

AFTER FINISHING.

PAINT NOTES:

1. PAINTING SCOPE:

I. INTERIOR: ALL GWB WALLS AND CLGS, WOOD CASINGS

AND BASEBOARDS, PAINT-GRADE DOORS AND FRAMES,

AND WINDOW INTERIORS SHALL BE PREPPED AND

PAINTED PER THESE NOTES

II. EXTERIOR: ALL EXTERIOR SIDING, TRIM, DOORS, BRICK,

AND PORCHES SHALL BE PREPPED AND PAINTED PER THESE

NOTES

2. MATERIALS:

I. INTERIOR PAINTS:

A. SHERWIN WILLIAM LOW-VOC LATEX SUPERPAINT OR

SIMILAR TO BE APPROVED BY ARCHITECT

B. SHEENS:

CEILINGS - FLAT

TYPICAL WALLS - FLAT

BATHROOM WALLS - EGGSHELL

WOOD SUBSTRATE - SEMI-GLOSS

II. EXTERIOR PAINTS:

A. SIDING AND TRIM - SHERWIN WILLIAMS DURATION

OR SIMILAR TO BE APPROVED BY ARCHITECT

B. SHEENS:

TRIM & SIDING - SATIN

EXTERIOR DOORS - GLOSS

C. MASONRY PAINT - ROMABIO MASONRY FLAT

MATCHED TO CUSTOM COLOR TO BE SELECTED BY

OWNER AND ARCHITECT.

III. VERIFY COMPATIBILITY WITH PRODUCTS PRIOR TO

APPLICATION. PROVIDE MFR'S BEST QUALITY COATING

FOR TYPES SPECIFIED

III. OBTAIN FILLERS, PRIMERS, AND UNDER-COATINGS FOR

EACH COATING SYSTEM FROM SAME MANUFACTURER

IV. ALL COLOR SELECTIONS TO BE COORDINATED WITH

OWNER AND ARCHITECT

3. EXECUTION:

I. PREPARATION OF SURFACES TO BE PAINTED:

A. INSPECT THAT ALL SURFACES TO BE PAINTED ARE

DRY AND IN SOUND CONDITION

B. REMOVE ALL SURFACE CONTAMINATION SUCH AS

OIL, GREASE, LOOSE PAINT, DIRT, RUST, MOLD,

MILDEW, MORTAR, SEALERS, ETC. FROM SURFACES

TO BE PAINTED. GLOSSY SURFACES MUST

BE CLEAN AND DULL PRIOR TO PAINTING. SPOT

PRIME BARE AREAS WITH A COMPATIBLE PRIMER.

C. FOR PAINTED GWB SURFACES, ALL NAIL/SCREW

HEADS MUST BE SET AND SPACKLED. JOINTS MUST

BE TAPED WITH JOINT COMPOUND APPLIED PER

GWB SPECS. REMOVE ALL DUST FROM GWB

SURFACES PRIOR TO PAINTING

D. ALL WOOD SURFACES TO BE PAINTED SHALL BE

CLEAN AND DRY. ALL KNOTS AND PITCH STREAKS

MUST BE SCRAPED, SANDED, AND SPOT-PRIMED

WITH A COMPATIBLE STAIN-BLOCKING PRIMER

PRIOR TO FULL PRIMING. PATCH ALL NAIL HOLES AND

IMPERFECTIONS WITH WOOD FILLER OR PUTTY AND

SAND SMOOTH. SEALANT SHALL BE APPLIED ONLY

AFTER PRIMING

E. REMOVE ALL EXISTING NON-PAINTABLE SEALANT

FROM FINISH SURFACES

II. REMOVAL OF DAMAGED, LOOSE, OR FLAKING PAINT:

A. HAND SCRAPE ALL LOOSE PAINT TO PREPARE

PAINTED FINISH SURFACES FOR PRIMER COAT;

LIGHTLY SAND SURFACES TO REMOVE LOOSE DIRT

AND MILDEW. VACUUM LOOSE DEBRIS AND FINE

PARTICLES FROM SURFACES TO BE PAINTED PRIOR TO

PRIMING. COLLECT AND REMOVE ALL PAINT DUST,

SCRAPINGS AND OTHER DEBRIS GENERATED BY

PAINT SCRAPING WORK AND DISPOSE OF IN

ACCORDANCE WITH ALL LAWS AND REGULATIONS

OF THE AUTHORITIES HAVING JURISDICTION

III. AFTER SURFACE PREPARATION PER THESE GUIDELINES,

APPLY PRIMER AND FINISH PAINT PER PAINT AND

COATING SCHEDULE

A. EXTERIOR PAINTING SHALL NOT BE PERFORMED

IMMEDIATELY AFTER RAIN, DURING FOGGY

WEATHER, WHEN RAIN IS PREDICTED, OR WHEN THE

TEMPERATURE IS BELOW 50°F, UNLESS THE COATING

USED IS RATED FOR LOW-TEMPERATURE APPLICATION

B. DO NOT PAINT CONCEALED SURFACES; DO NOT

PAINT PREFINISHED ITEMS (UNLESS INDICATED),

OPERATING PARTS, LABELS, AND ANY MATERIALS

OBVIOUSLY INTENDED TO BE LEFT EXPOSED

C. CONTRACTOR SHALL PROTECT ALL PAINTED

SURFACES FROM DAMAGE AND DUST FOR THE

DURATION OF THE PROJECT; CLEAN PAINTED

SURFACES AT THE COMPLETION OF THE WORK

D. PROVIDE TO OWNER ONE-GALLON CONTAINER,

LABELED AND SEALED, OF EACH COLOR AND TYPE

OF FINISH COAT

IV. PRIMING/PAINTING OF EXTERIOR SIDING/TRIM:

A. APPLY ONE COAT STAIN-BLOCKING ALKYD-OIL OR

ACRYLIC LATEX PRIMER TO ALL SIDES OF UNPRIMED

MOLDINGS AND TRIM BOARDS PRIOR TO

INSTALLATION

B. CAULK ALL JOINTS BETWEEN BOARDS AND

ADJACENT TRIM WITH PAINTABLE SILICONE SEALANT

C. FINISH PAINT ALL EXTERIOR SURFACES WITH 2

COATS, MIN. 100% LATEX ACRYLIC PAINT

D. PAINT COLORS TO BE DETERMINED

COLD-FORMED METAL FRAMING:

1. UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, COLD-FORMED

METAL FRAMING SHALL COMPLY WITH AISI S100, AISI S200 AND THE

FOLLOWING:

A. WALL STUDS: AISI S211

B. HEADERS: AISI S212

C. LATERAL DESIGN: AISI S213

2. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER,

LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO DESIGN

COLD-FORMED STEEL FRAMING SYSTEM TO MEET THE PROJECT

REQUIREMENTS

A. DESIGN LOADS AS INDICATED ON DRAWINGS AND AS REQUIRED BY

APPLICABLE CODES

B. DEFLECTION LIMITS:

a. INTERIOR NON-LOAD-BEARING FRAMING - HORIZONTAL

DEFLECTION OF 1/360TH OF THE WALL HEIGHT UNDER A

HORIZONTAL LOAD OF 5 LBF/SQ FT (239 PA).

3. COLD-FORMED METAL FRAMING:

A. STEEL SHEET MATERIALS SHALL CONFORM TO ASTM A1003/A1003M,

STRUCTURAL GRADE, TYPE H, METALLIC COATED, GRADE AS REQUIRED

BY STRUCTURAL PERFORMANCE, G60 (Z180) OR G90 (Z275) COATING

B. STEEL STUDS TO BE MANUFACTURER'S STANDARD C-SHAPED STEEL

STUDS, WEB DEPTHS AS INDICATED, PUNCH, WITH STIFFENED

FLANGES. GAGE AS INDICATED BY DELEGATED DESIGN

REQUIREMENTS, 18 GAGE MINIMUM. FLANGE WIDHT AS INDICATED

ON DRAWINGS OR AS INDICATED BY DELEGATED DESIGN

REQUIREMENTS

C. VERTICAL DEFLECTION CLIPS TO BE MANUFACTURER'S STANDARD

BYPASS OR HEAD CLIPS

D. SINGLE DEFLECTION TRACK TO BE MANUFACTURER'S SINGLE, DEEP

LEG, U-SHAPED STEEL TRACK, GAGE AS INDICATED BY DELEGATED

DESIGN REQUIREMENTS, 18 GAGE MINIMUM

4. PROVIDE FRAMING ACCESSORIES OF MANUFACTURER'S STANDARD

THICKNESS AND CONFIGURATION. FABRICATE FROM ASTM

A1003/A1003M, STRUCTURAL GRADE, TYPE H, METALLIC COATED STEEL

SHEET, OF SAME GRADE AND COATING DESIGNATION USED FOR FRAMING

MEMBERS.

5. FABRICATION

A. FABRICATE COLD-FORMED METAL FRAMING AND ACCESSORIES

PLUMB, SQUARE, AND TRUE TO LINE, AND WITH CONNECTIONS

SECURELY FASTENED, ACCORDING TO REFERENCED AISI'S

SPECIFICATIONS AND STANDARDS, MANUFACTURER'S WRITTEN

INSTRUCITON, AND REQUIREMENTS IN THESE NOTES

1. FABRICATE FRAMING ASSEMBLIES USING JIGS OR TEMPLATES

2. CUT FRAMING MEMBERS BY SAWING OR SHEARING; DO NOT

TORCH CUT

3. FASTEN COLD-FORMED METAL FRAMING MEMBERS BY WELDING,

SCREW FASTENING, CLINCH FASTENING, PNEUMATIC PIN

FASTENING, OR RIVETING AS STANDARD WITH FABRICATIOR.

WIRE TYING OF FRAMING MEMBERS IS NOT PERMITTED.

4. FASTEN OTHER MATERIALS TO COLD-FORMED METAL FRAMING

BY WELDING, BOLTING, PNEUMATIC PIN FASTENING, OR SCREW

FASTENING, ACCORDING TO SHOP DRAWINGS

B. RENIFORCE, STIFFEN, AND BRACE FRAMING ASSEMBLIES TO

WITHSTAND HANDLING, DELIVERY, AND ERECTION STRESSES. LIFT

FABRICATED ASSEMBLIES BY MEANS THAT PREVENT DAMAGE OR

PERMANENT DISTORTION.

C. TOLERANCES: FABRICATE ASSEMBLIES LEVEL, PLUMB, AND TRUE TO

LINE TO A MAXIMUM ALLOWABLE VARIATION OF 1/8" IN 10 FEET

(1:960) AND AS FOLLOWS:

1. SPACE INDIVIDUAL FRAMING MEMBER NO MORE THAN PLUS OR

MINUS 1/8" FROM PLAN LOCATION. CUMULATIVE ERROR SHALL

NOT EXCEED MINIMUM FASTENING REQUIREMENTS OF

SHEATHING OR OTHER FINISHING MATERIALS

2. SQUARENESS: FABRICATE EACH COLD-FORMED METAL FRAMING

ASSEMBLY TO A MAXIMUM OUT-OF-SQUARE TOLERANCE OF

1/8"

6. WALL SHEATHING: REFER TO GYPSUM BOARD ASSEMBLIES NOTES

COLD-FORMED METAL FRAMING CONTINUED:

7. ACCESSORY MATERIALS:

A. GALVANIZING REPAIR PAINT: ASTM A780/A780M

B. CEMENT GROUT: PORTLAND CEMENT, ASTM C150/C150M, TYPE I

AND CLEAN, NATURAL SAND, ASTM C404. MIX AT RATIO OF 1 PART

CEMENT TO 2-1/2 PARTS SAND, BY VOLUME, WITH MINIMUM WATER

REQUIRED FOR PLACEMENT AND HYDRATION

C. NONMETALLIC, NONSHRINK GROUT: FACTORY-PACKAGED,

NONMETALLIC, NONCORROSIVE, NONSTAINING GROUT,

COMPLYING WITH ASTM C1107/C1107M, AND WITH A FLUID

CONSISTENCY AND 30-MINUTE WORKING TIME

D. SHIMS: LOAD-BEARING, HIGH-DENSITY, MULTIMONOMER,

NONLEACHING PLASTIC; OR COLD-FORMED STEEL OF SAME GRADE

AND METALLIC COATING AS FRAMING MEMBERS SUPPORTED BY

SHIMS.

E. GROMMETS: PROVIDE PROTECTIVE GROMMETS RECOMMENDED BY

METAL FRAMING MANUFACTURER FOR ELECTRICAL WIRE AND

PLUMBING PIPE PASSAGE THROUGH METAL FRAMING MEMBERS.

F. TRACK SEALER GASKETS: CLOSED-CELL NEOPRENE FOAM, 1/4 INCH

THICK, SELECTED FROM MANUFACTURER'S STANDARD WIDTHS TO

MATCH WIDTH OF BOTTOM TRACK OR RIM TRACK MEMBERS AS

REQUIRED

8. EXAMINATION:

A. EXAMINE SUBSTRATES, AREAS, CONDITIONS, AND ABUTTING

STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR

INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING

PERFORMANCE OF THE WORK.

B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY

CONDITIONS HAVE BEEN CORRECTED

9. PREPARATION:

A. BEFORE SPRAYED FIRE-RESISTIVE MATERIALS ARE APPLIED, ATTACH

CONTINUOUS ANGLES, SUPPLEMENTARY FRAMING, OR TRACKS TO

STRUCTURAL MEMBERS INDICATED TO RECEIVE SPRAYED FIRE-RESISTIVE

MATERIALS

B. AFTER APPLYING SPRAYED FIRE-RESISTIVE MATERIALS, REMOVE ONLY

AS MUCH OF THESE MATERIALS AS NEEDED TO COMPLETE

INSTALLATION OF COLD-FORMED FRAMING WITHOUT REDUCING

THICKNESS OF FIRE-RESISTIVE MATERIALS BELOW THAT REQUIRED TO

OBTAIN FIRE-RESISTANCE RATINGS INDICATED. PROTECT REMAINING

FIRE-RESISTIVE MATERIALS FROM DAMAGE.

C. INSTALL LOAD-BEARING SHIMS OR GROUT BETWEEN THE UNDERSIDE

OF LOAD-BEARING WALL BOTTOM TRACK AND THE TOP OF

FOUNDATION WALL OR SLAB AT LOCATIONS WITH A GAP LARGER

THAN 1/4" (6MM) TO ENSURE A UNIFORM BEARING SURFACE ON

SUPPORTING CONCRETE OR MASONRY CONSTRUCTION.

D. INSTALL SEALER GASKETS AT THE UNDERSIDE OF WALL BOTTOM TRACK

OR RIM TRACK AND AT THE TOP OF FOUNDATION WALL OR SLAB AT

STUD OR JOIST LOCATIONS

10. FOR WOOD JOISTS SPANS UP TO 14 FEET, PROVIDE A

SINGLE ROW OF FULL DEPTH BLOCKING BETWEEN JOISTS

AT MIDSPAN

11. INSTALLATION, GENERAL

A. COLD-FORMED STEEL FRAMING MAY BE SHOP OR FIELD FABRICATED

FOR INSTALLATION, OR IT MAY BE FIELD ASSEMBLED

B. INSTALL COLD-FORMED STEEL FRAMING ACCORDING TO AISI S200,

AISI S202, AND MANUFACTURER'S WRITTEN INSTRUCTIONS UNLESS

MORE STRINGENT REQUIREMENTS ARE INDICATED

C. INSTALL SHOP- OR FIELD-FABRICATED, COLD-FORMED FRAMING AND

SECURELY ANCHOR TO SUPPORTING STRUCTURE

1. SCREW, BOLT, OR WELD WALL PANELS AT HORIZONTAL AND

VERTICAL JUNCTURES TO PRODUCE FLUSH, EVEN, TRUE-TO-LINE

JOINTS WITH MAXIMUM VARIATION IN PLANE AND TRUE

POSITION BETWEEN FABRICATED PANELS NOT EXCEEDING

1/16" (1.6 MM).

D. INSTALL FRAMING MEMBERS IN ONE-PIECE LENGTHS UNLESS SPLICE

CONNECTIONS ARE INDICATED FOR TRACK OR TENSION MEMBERS

E. INSTALL TEMPORARY BRACING AND SUPPORTS TO SECURE FRAMING

AND SUPPORT LOADS EQUAL TO THOSE FOR WHICH STRUCTURE WAS

DESIGNED. MAINTAIN BRACES AND SUPPORTS IN PLACE,

UNDISTURBED, UNTIL ENTIRE INTEGRATED SUPPORTING STRUCTURE

HAS BEEN COMPLETED AND PERMANENT CONNECTIONS TO

FRAMING ARE SECURED.

F. DO NOT BRIDGE BUILDING EXPANSION JOINTS WITH COLD-FORMED

METAL FRAMING. INDEPENDENTLY FRAME BOTH SIDES OF JOINT

G. INSTALL INSULATION IN FRAMING ASSEMBLY MEMBERS, SUCH AS

HEADERS, SILL, BOXED JOISTS, AND MULTIPLE STUDS AT OPENINGS,

THAT ARE INACCESSIBLE ON COMPLETION OF FRAMING WORK

H. FASTEN HOLE-REINFORCING PLATE OVER WEB-PENETRATIONS THAT

EXCEED SIZE OF MANUFACTURER'S APPROVED OR STANDARD

PUNCHED OPENINGS.

J. SHEAR WALLS: WHERE INDICATED AS "SHEAR WALLS" FOR FRAME

STABILITY AND LATERAL LOAD RESISTANCE, POSITION ADDITIONAL

STUDS TO RESIST VERTICAL LOADS AS INDICATED BY DELEGATED

DESIGN

K. CUTTING:

1. CUTTING FOR UTILITIES: DO NOT REMOVE, NOTCH, CUT, OR

RELOCATE LOAD-BEARING STUDS OR OTHER STRUCTURAL

MEMBERS FOR UTILITY INSTALLATION OR OTHER CAUSE WITHOUT

PRIOR APPROVAL OF ARCHITECT

2. CUT-OUTS: MINIMIZE CUT-OUTS FOR UTILITIES AND BRIDGING.

LOCATE CUT-OUTS NEAR BOTTOM, BUT NOT LESS THAN 12"

FROM BOTTOM TRACK. NO CUT-OUTS ALLOWED AT MID-POINTS

OR TIE POINTS

3. PERFORM CUTTING WITH A POWER-DRIVEN SAW WITH AN

ABRASIVE BLADE. NO HAND CUTTING WILL BE PERMITTED. CUTS

SHALL BE CLEAN, ACCURATE, AND TRUE-TO-LINE

L. ATTACHMENT: SECURE ABUTTING AND INTERSECTING MEMBERS

USING METHODS INDICATED BY DELEGATED DESIGN. WHERE NOT

INDICATED, THE FOLLOWING SHALL APPLY

1. SECURE 18 GAGE AND LIGHTER MEMBERS USING SCREWS.

SECURE 16 GAGE AND HEAVIER BY WELDING.

a. SCREWS SHALL COMPLY WITH MANUFACTURER'S PRODUCT

DATA AND ASTM C954 FOR MINIMUM SPACING AND

EDGE DISTANCE REQUIREMENTS AND FOR TORQUE

REQUIREMENTS. SCREW PENETRATION THROUGH JOINED

MATERIALS SHALL BE MINIMUM OF THREE EXPOSED SCREW

THREADS

b. WELDING: WELDS SHALL DEVELOP 1,000 PSI MINIMUM

STRENGTH TO STRUCTURAL FRAMING, 500 PSI MINIMUM

STRENGTH TO OTHER COLD-FORMED METAL FRAMING

COMPONENTS; COMPLY WITH AWS METHODS AND

REQUIREMENTS. WELD ONLY 16 GAUGE AND HEAVIER

MEMBERS DIRECTLY TO STRUCTURAL FRAMING; WELD 18

GAUGE AND LIGHTER MEMBERS TO 16 GAUGE OR HEAVIER

CLIPS, THEN WELD CLIPS TO STRUCTURAL FRAMING

c. WELD TO ADJACENT STEEL CONSTRUCTION

WHENEVER POSSIBLE

d. SCREW OR BOLT TO DISSIMILAR CONSTRUCTION AND

WHERE WELDING IS NOT POSSIBLE OR FEASIBLE

12. INSTALLATION, INTERIOR NON-LOAD BEARING WALL

A. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. ALIGN

TRACKS ACCURATELY AND SECURELY ANCHOR TO SUPPORTING

STRUCTURE

B. FASTEN BOTH FLANGES OF STUDS TO TOP AND BOTTOM TRACK

UNLESS OTHERWISED INDICATED. SPACE STUDS AS INDICATED ON

DRAWINGS

C. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR

REQUIRED FOR NON-PLUMB WALLS OR WARPED SURFACES AND

SIMILAR REQUIREMENTS

D. ISOLATE NON-LOAD-BEARING STEEL FRAMING FROM BUILDING

STRUCTURE TO PREVENT TRANSFER OF VERTICAL LOADS WHILE

PROVIDING LATERAL SUPPORT

1. INSTALL SINGLE DEEP-LEG DEFLECTION TRACKS AND ANCHOR

TO BUILDING STRUCTURE

2. CONNECT VERTICAL DEFLECTION CLIPS TO STUDS AND ANCHOR

TO BUILDING STRUCTURE

3. CONNECT DRIFT CLIPS TO COLD-FORMED METAL FRAMING AND

ANCHOR TO BUILDING STRUCTURE

E. INSTALL HORIZONTAL BRIDGING IN WALL STUDS, SPACED VERTICALLY

IN ROWS INDICATED ON SHOP DRAWINGS BUT NOT MORE THAN

48" APART. FASTEN AT EACH STUD INTERSECTION

1. CHANNEL BRIDGING: COLD-ROLLED STEEL CHANNEL, WELDED

OR MECHANICALLY FASTENED TO WEBS OF PUNCHED STUDS

2. STRAP BRIDGING: COMBINATION OF FLAT, TAUT, STEEL SHEET

STRAPS OF WIDTH AND THICKNESS INDICATED AND STUD-TRACK

SOLID BLOCKING OF WIDTH AND THICKNESS TO MATCH STUDS.

FASTEN FLAT STRAPS TO STUD FLANGES AND SECURE SOLID

BLOCKING TO STUD WEBS OR FLANGES.

3. BAR BRIDGING: PROPRIETARY BRIDGING BARS INSTALLED

ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS

F. TOP BRIDGING FOR SINGLE DEFLECTION TRACK: INSTALL ROW OF

HORIZONTAL BRIDGING WITHIN 12" (305 MM) OF SINGLE

DEFLECTION TRACK. INSTALL A COMBINATION OF BRIDGING AND

STUD OR STUD-TRACK SOLID BLOCKING OF WIDTH AND THICKNESS

MATCHING STUDS, SECURED TO STUD WEBS OR FLANGES.

G. INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS, INCLUDING

STUD KICKERS, WEB STIFFENERS, CLIP ANGLES, CONTINUOUS

ANGLES, ANCHORS, AND FASTENERS TO PROVIDE A COMPLETE AND

STABLE WALL FRAMING SYSTEM

GYPSUM BOARD ASSEMBLIES:

1. DELIVERY, STORAGE, AND HANDLING

A. DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL CONTAINERS,

DRY AND UNDAMAGED, WITH SEALS AND LABELS INTACT

B. STORE MATERIALS INSIDE UNDER COVER AND KEEP THEM DRY AND

PROTECTED AGAINST WEATHER, CONDENSATION, DIRECT SUNLIGHT,

CONSTRUCTION TRAFFIC, AND OTHER POTENTIAL CAUSES OF

DAMAGE. STACK PANELS FLAT AND SUPPORTED ON RISERS ON A FLAT

PLATFORM TO PREVENT SAGGING

C. COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF

MATERIAL MANUFACTURER

2. FIELD CONDITIONS

A. ENVIRONMENTAL LIMITATIONS: COMPLY WITH ASTM C840

REQUIREMENTS OR GYPSUM BOARD MANUFACTURER'S WRITTEN

INSTRUCTIONS, WHICHEVER ARE MORE STRINGENT

B. DO NO INSTALL PAPER-FACED GYPSUM PANELS UNTIL INSTALLATION

AREAS ARE ENCLOSED AND CONDITIONED

C. DO NOT INSTALL PANELS THAT ARE WET, MOISTURE-DAMAGED,

AND/OR MOLD-DAMAGED

3. PERFORMANCE REQUIREMENTS

A. STC RATED ASSEMBLIES: FOR STC-RATED ASSEMBLIES, PROVIDE

MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN

ASSEMBLY INDICATED ACCORDING TO ASTM E90 AND CLASSIFIED

ACCORDING TO ASTM E413 BY AND INDEPENDENT TESTING AGENCY

4. BOARD MATERIALS

A. GYPSUM BOARD: TYPICAL INTERIOR WALL AND CEILING APPLICATIONS

1. PAPER-FACED BOARD

2. 5/8" THICK, TAPERED EDGES

3. TYPE C OR TYPE X WHERE REQUIRED BY FIRE RATING, STC-

RATING, OR OTHERWISE INDICATED

4. RESISTANT TO MOLD GROW, TESTED IN ACCORDANCE WITH

ASTM D3273, SCORE OF 10

ACOUSTICAL AND SOUND CONTROL ACCESSORIES:

1. SOUND-ATTENUATION BATT INSULATION

A. FIBERGLASS BATTS AND BLANKETS FOR SOUND ATTENUATION:

ASTM C665, TYPE I (WITHOUT FACING) FIBERGLASS INSULATION

1. THICKNESS: PROVIDE 6-INCH SOUND BATTS IN 6-INCH STUD

WALLS; PROVIDE 3-1/2 INCH SOUND BATTS IN 3-5/8 INCH STUD

WALLS

2. UNFACED FIBERGLASS BATTS FOR FRICTION FIT OR

STAPLED/SUPPORTED INSTALLATION BETWEEN STUDS,

COMPLYING WITH ASTM C665, TYPE 1

3. SURFACE BURNING CHARACTERISTICS: MAXIMUM 25 FLAME

SPREAD AND 50 SMOKE DEVELOPMENT WHEN TESTED

ACCORDING TO ASTM E84

4. FORMALDEHYDE FREE

5. ASSEMBLY STC AS INDICATED ON DRAWINGS

B. MINERAL WOOL BATTS AND BLANKETS FOR SOUND ATTENUATION

ASTM C553, TYPE I THROUGH IV (UNFACED)

1. THICKNESS: PROVIDE 6-INCH SOUND BATTS IN 6-INCH STUD

WALLS; PROVIDE 3-1/2 INCH SOUND BATTS IN 3-5/8 INCH STUD

WALLS

2. PAPERLESS, UNFACED, SEMI-RIGID MINERAL WOOL FIBER

BATT/BLANKET

3. SURFACE BURNING CHARACTERISTICS: MAXIMUM 0 FLAME

SPREAD AND 0 SMOKE DEVELOPMENT WHEN TESTED IN

ACCORDANCE WITH ASTM E84

4. FORMALDEHYDE FREE

5. ASSEMBLY STC AS INDICATED ON DRAWINGS

2. ACOUSTICAL SEALANT FOR PERMANENTLY EXPOSED JOINTS: PAINTABLE

A. PROVIDE ACOUSTICAL JOINT-SEALANT PRODUCTS TESTED

ACCORDING TO ASTM E90

B. MANUFACTURER'S STANDARD PAINTABLE, SINGLE COMPONENT,

NONSAG, NONSTAINING, NONMIGRATING, LATEX BASED

ACOUSTICAL SEALANT

C. MEETS OR EXCEEDS SPECIFICATIONS: UL 1479, UL 2079, ASTM E834,

ASTM C919, ASTM E84, ASTM E90, FLAME SPREAD - 5, SMOKE

DEVELOPED - 5

3. ACOUSTICAL SEALANT FOR PERMANENTLY CONCEALED JOINTS: NON-

PAINTABLE

A. PROVIDE ACOUSTICAL JOINT-SEALANT PRODUCTS TESTED ACCORDING

TO ASTM E90

B. MANUFACTURER'S STANDARD NONSAG, NONDRYING,

NONHARDENING, NONSKINNING, NONSTAINING, GUNNABLE

ACOUSTIC SEALANT

C. MEETS OR EXCEEDS SPECIFICATIONS: UL 1479, UL 2079, ASTM E834,

ASTM C919, ASTM E84, ASTM E90, FLAME SPREAD - 5, SMOKE

DEVELOPED - 5

SUBMITTALS REQUIRED

DIVISION 03

• CONCRETE SLAB:

1. CONCRETE MIX PRODUCT DATA

2. SHOP DRAWINGS

A. EXTENTS, CONTROL JOINT LAOUT, REBAR, PERIMETER DETAILS

DIVISION 06

• ARCHITECTURAL MILLWORK AND CABINETS:

1. SHOP DRAWINGS

DIVISION 08

• DOORS AND DOOR HARDWARE:

1. PRODUCT DATA

2. SCHEDULES

• INTERIOR STOREFRONT

1. PRODUCT DATA

2. SHOP DRAWINGS

DIVISION 09

• GYPSUM BOARD:

1. PRODUCT DATA

• SUSPENDED CEILING SYSTEMS

1. PRODUCT DATA

2. SAMPLES

3. SHOP DRAWINGS

• CARPET AND LVT

1. PRODUCT DATA

2. SAMPLES

3. SHOP DRAWINGS

• ACOUSTIC CLOUDS - SUSPENDED DECORATIVE CEILING ELEMENT

1. PRODUCT DATA

2. SAMPLES

3. SHOP DRAWINGS

DIVISION 21

• SPRINKLER SYSTEM

1. PRODUCT DATA

2. SHOP DRAWINGS

DIVISION 23

*ALSO REFER TO MECHANICAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS

• HVAC EQUIPMENT:

1. PRODUCT DATA

• GRILLS AND DIFFUSERS:

1. PRODUCT DATA

DIVISION 26

*ALSO REFER TO MECHANICAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS

• LIGHT FIXTURES, EXIT SIGNS, AND CONTROLS:

1. PRODUCT DATA

2. SHOP DRAWINGS

• POWER DEVICES

1. PRODUCT DATA

2. SHOP DRAWINGS

DIVISION 28

• FIRE ALARM

1. PRODUCT DATA

2. SHOP DRAWINGS

GENERAL NOTES

1. REFER TO PARTITION TYPE SHEET(S) FOR FIRE RATED PARTITION

CONSTRUCTION.

4. WALL PROJECTION OF SEMI-RECESSED FIRE EXTINGUISHER

CABINETS SHALL PROTRUDE NO MORE THAN 4".

LEGEND

30 MINUTE FIRE BARRIER

AREA FUNCTION

OCCUPANCY CLASSIFICATION

OCCUPANT LOAD FACTOR

TOTAL OCCUPANT LOAD

STORAGE

S

1:300

1:15 NET

OCCUPANT LOAD FACTOR LEGEND

AREA IN SQUARE FEET1500 SF

REQ NUMBER OF OCCUPANTS

DOOR

240 MAX NUMBER OF OCCUPANTS

EXIT TYPE

TRAVEL DISTANCE

1:100 GROSS

1:300 GROSS

FE-1 SURFACE MOUNT FIRE EXTINGUISHER

SEMI-RECESSED FIRE EXTINGUISHERFE-2

1:50 NET

1 HOUR FIRE BARRIER

1:200 GROSS

OCCUPANY LOAD FACTORS

LIBRARY READING ROOM - 1:50 NET

LIBRARY STACKS - 1:100 GROSS

BUSINESS USE (OFFICES) - 1:150 GROSS

ASSEMBLY

LESS CONCENTRATED1:15 NET

CONCENTRATED 1:7 NET

COLLABORATION SPACES

<450 SF 1:30 GROSS

≥450 SF 1:15 GROSS

STORAGE USE 1:500 GROSS SHADED AREAS ARE EXISTING TO REMAIN

WITH NO CHANGE OF USE

132' - 9"

30 sec

114' - 10"

26 sec

196' - 2"

45 sec

461 SF

STACKS

ASSEMBLY

1:100

4.61

682 SF

TEEN

ASSEMBLY

SEATS

30.00

893 SF

CHILDREN'S

ASSEMBLY

1:15

59.53

984 SF

READ RM

ASSEMBLY

1:50

19.68

67 SF

MECH

A-3

1:500

0.13

167 SF

MECH/STOR

ACCESSORY

1:500

0.33

61 SF

NURSING

A-3

1:50

1.22

1593 SF

STORAGE

ACCESSORY

1:500

3.19

AREA IS BEING

RECONFIGURED WITH NO

CHANGE OF USE

951 SF

EXG-STOR

ACCESSORY

1:500

1.90

2449 SF

STACKS

ASSEMBLY

1:100

24.49

228 SF

WORKRM

BUSINESS

1:150

1.52

7843 SF

STACKS

ASSEMBLY

1:100

78.43

112 SF

MECH

ACCESSORY

1:500

0.22

720 SF

READ RM

ASSEMBLY

1:50

14.40

1245 SF

OFFICE

BUSINESS

1:150

8.30

1892 SF

MEETING

ASSEMBLY