186 N. 100 E. SUITE A

KAYSVILLE, UT 84037

(801) 882-7208

WWW.ONYXDESIGNCOLLECTIVE.COM

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No. 8246979-0301

KINLEY C. PUZEY

CITY OF SOUTH SALT LAKE

CITY HALL 3RD FLOOR RENOVATION

02-20-2026

CONSTRUCTION DOCUMENTS

220 E MORRIS AVE., SOUTH SALT LAKE, UT 84115

02-20-2026

NORTH

A101

SIM

A101

SIM

A101

SIM

A101

SIM

DRAWING TAGS

CEILING TYPE

CEILING TAG

SHEET SYMBOLS

WINDOW TAG

REVISION TAG

REVISION NUMBER

FLOOR TRANSITION MARKER

TRANSITION

SYMBOL

CEILING HEIGHT

WINDOW MARKER

ELEVATION MARKER

AMATCH LINE

SECOND LEVEL

116'-0"

BUILDING SECTION

WALL SECTION

NUMBER

DIRECTION

OF VIEW

SHEET WHERE DRAWN

WALL SECTION

WALL

SECTION

NUMBER

PROJECT NORTH

GRID

IDENTIFICATION

LAYOUT GRID LINES

SHEET

WHERE

DRAWN

DIRECTION OF

VIEW

LEVEL LINE

ROOM NAME AND NUMBER

DETAIL REFERENCE

SECTION DETAIL REFERENCE

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE PARTITION

SYMBOL

DESCRIPTION ON

SHEET

A9.2

PARTITION TYPE MARK

ELEVATION

NUMBER AND

DIRECTION

SHEET WHERE

DRAWN

SHEET

WHERE

DRAWN

ELEVATION

NUMBER

AND

DIRECTION

SHEET WHERE

DRAWN,

HYPHEN

INDICATES

DETAIL

ON SAME

SHEET.

DETAIL

NUMBER

SHEET WHERE

DRAWN

ELEVATION

NUMBER AND

DIRECTION

AX.X

AX.X

X

XX

A

X'- X"X

X XGLAZING MARKER

DRAWING TITLE

SCALE

ROOM NAME

PROJECT

LOCATION

I-80I-80

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2100 S FWY.

Rev # Date Description

Job #

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Owner #

Checked

186 N. 100 E. SUITE A

KAYSVILLE, UT 84037

(801) 882-7208 www.onyxdesigncollective.com

NOTE: THIS DRAWING IS INTENDED FOR A

24"X36" SHEET. IF IT HAS BEEN PRINTED ON

ANYTHING ELSE IT IS A REDUCED COPY.

PLEASE SCALE DRAWING ACCORDINGLY.

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GENERAL

INFORMATION

CITY OF SOUTH SALT

LAKE

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A.F.F. ABOVE FINISH FLOOR

A.S. AIR SPACE

ASPH. ASPHALT

& AND

@ AT

ALUM. ALUMINUM

ARCH. ARCHITECTURAL

BLDG. BUILDING

BTM. BOTTOM

BD. BOARD

C.G. CORNER GUARD

CTJ. CONTRACTION JOINT

CL CENTER LINE

CONC. CONCRETE

C.M.U. CONCRETE MASONRY UNIT

CO COMPANY

CORR. CORRIDOR

COL. COLUMN

COMP. COMPUTER

CONT. CONTINUOUS

CLG. CEILING

C.S. CLOSURE STRIP

CLS CLOSET

C.T. CERAMIC TILE

CLR CLEAR

C.O. CLEAN OUT

C.O.T.G. CLEAN OUT TO GRADE

C.I. CAST IRON

DEPT DEPARTMENT

DIA. DIAMETER

D.F. DRINKING FOUNTAIN

DN DOWN

DISP. DISPENSER

DIM. DIMENSION

DT./DTL./DET. DETAIL

DWG./DRWNG. DRAWING

DRN. DRAIN

EA. EACH

ELEV./EL. ELEVATION

EXIST./(E) EXISTING

ELECT. ELECTRICAL

EQUIP. EQUIPMENT

E.E.S. EMERGENCY EYEWASH AND SHOWER

E.J. EXPANSION JOINT

EIF EXTERIOR INSULATION SYSTEM

EVAP EVAPORATIVE

EXP. EXPANSION

F.G. FINISH GRADE

ABBREVIATIONS

F.D. FLOOR DRAIN

FDN./FNDTN. FOUNDATION

F.E. FIRE EXTINGUISHER

FTG. FOOTING

FLR. FLOOR

F.A. FIRE ALARM

FIN. FINISHED

F.H. FIRE HYDRANT

F.V. FIELD VERIFY

G.W.B. GYPSUM WALLBOARD

GYP. GYPSUM

GA. GAUGE

GALV. GALVANIZED

G.I. GALVANIZED IRON

H.M. HOLLOW METAL

H.C. HANDICAP

H.P. HIGH POINT

HT. HEIGHT

HORIZ. HORIZONTAL

H.W. HARDWOOD

INSUL. INSULATION

I.D. INSIDE DIAMETER

K.O. KNOCK OUT

KW KILOWATTS

LBS POUNDS

MECH. MECHANICAL

MEZZ MEZZANINE

MFR/MNFR MANUFACTURER

MGR MANAGER

M.T. MEN'S TOILET

MTL. METAL

MAX. MAXIMUM

MIN. MINIMUM

M.O. MASONRY OPENING

M.H. MANHOLE

MACH. MACHINERY

M.C.C. MOTOR CONTROL CENTER

MISC. MISCELLANEOUS

N. NORTH

NO. NUMBER

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

N.T.S. NOT TO SCALE

OPG. OPENING

O.C. ON CENTER

O.H. OVERHEAD

O.D. OUTSIDE DIAMETER

PERM. PERIMETER

PL. PLATE

PNTH PENTHOUSE

PTN. PARTITION

P.W. PLYWOOD

P.O.C. POINT OF CONNECTION

P.C. PORTLAND CEMENT

PNL. PANEL

P.F.H. PERIMETER FELT JOINT

Q.T. QUARRY TILE

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RM. ROOM

REINF. REINFORCED

REC. RECESSED

R.W. RETAINING WALL

S. SCUPPER

S.B.U. STRUCTURAL BRICK UNIT

SF SQUARE FOOT

STOR. STORAGE

SIM. SIMILAR

SUSP. SUSPENDED

SYS. SYSTEM

SPECS. SPECIFICATIONS

STRG. STORAGE

STRUCT. STRUCTURAL

ST. STEEL

SCH. SCHEDULE

S.S. STAINLESS STEEL

S.W. SOFT WOOD

SERV. SERVICE

TYP. TYPICAL

TRANS. TRANSFORMER

T & B TOP AND BOTTOM

T.O. TOP OF

T. TOILET

U.O.N./U.N.O UNLESS OTHERWISE NOTED

UR. URINAL

VAR. VARIES

VEST. VESTIBULE

VERT. VERTICAL

W.C. WATER CLOSET

W.H. WATER HEATER

W.T. WOMEN'S TOILET

WD. WOOD

WSCT. WAINSCOT

W/ WITH

W.W.F. WELDED WIRE FABRIC

DESIGN DATA DRAWING INDEX

VICINITY MAP

NOTES TO BIDDERS

PROJECT TEAMSYMBOL LEGEND

1. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY. CONTRACTOR TO SUBMIT SHOP DRAWING AND MATERIAL AND FINISH SAMPLES TO THE ARCHITECT FOR REVIEW.

2. AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT.

3. THE ARCHITECTURAL DRAWINGS ESTABLISH THE FINISHED APPEARANCE AND LOCATION OF EXPOSED ELEMENTS OF THE WORK OF ALL THE TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES. QUANTITIES ARE TO BE PROVIDED AS SHOWN ON DRAWINGS OF OTHER DISCIPLINES BUT LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL PARTS OF THE WORK.

4. CONTRACTOR TO VERIFY DIMENSIONS AND EXISTING CONDITIONS OF THE SITE PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT OF ANY

DISCREPANCIES AND A CLARIFICATION WILL BE ISSUED.

5. VERIFY THAT ALL WORK CONFORM WITH THE GOVERNING BUILDING CODES LISTED ON THIS SHEET AS WELL AS THE REQUIREMENTS AND REGULATIONS

OF THE LOCAL MUNICIPALITY.

6. CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF WORK AT HIS OWN EXPENSE FOR WORK COMPLETED THAT WAS NOT DONE IN COMPLIANCE WITH

THESE DOCUMENTS AND BUILDING CODE.

7. VERIFY THE LOCATION OF ALL PLUMBING RUNS, MECHANICAL DUCTS, AND VENT OPENINGS WITH MECHANICAL CONTRACTOR PRIOR TO POURING THE SLAB. ACCESS PANELS TO BE PROVIDED AND INSTALLED BY CONTRACTOR AS REQUIRED. LOCATION TO BE APPROVED BY ARCHITECT.

8. PROVIDE NECESSARY STIFFENERS, BLOCKING, BRACING, HANGERS, ETC. FOR ALL CABINETRY, EQUIPMENT, FURNISHINGS, TOWEL BARS, OR OTHER

ITEMS.

9. FLASHING AND COUNTER FLASHING IS TO BE PROVIDED AT ALL NECESSARY LOCATIONS AS PER BUILDING CODE. THESE LOCATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE CONNECTION OF A ROOF WITH A VERTICAL SURFACE, EXTERIOR OPENINGS, IN-PLANE MATERIAL CHANGES, ROOF VALLEYS AND

RIDGES, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SURFACES, ETC.

10. ALL NEW CONSTRUCTION TO CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE & ALL APPLICABLE LOCAL CODES & REGULATIONS.

11. THE HVAC SYSTEM SHALL HEAT & COOL UNIFORMLY THROUGHOUT OFFICE AREA IN COMPLIANCE WITH THE 2021 INTERNATIONAL MECHANICAL CODE

UNDER THE GUIDELINES OF ASHRAE 90A.

12. THE CONSTRUCTION & INSTALLATION OF ALL DUCTWORK SHALL COMPLY WITH CHAPTER 6 OF THE 2021 INTERNATIONAL MECHANICAL CODE.

13. FIRE EXTINGUISHERS ARE TO BE PROVIDED IN ACCORDANCE WITH NFPA 101, SECTION 38.3.5 AND PLACED AS PER NFPA 10.

14. ALL FINISHES TO COMPLY WITH 2021 LIFE SAFETY CODE, SECTION 10.2. CARPET TO COMPLY W/ ASTM D 2859, OR HAVE 'CLASS II' RATING.

15. INTERIOR SIGNAGE SHALL COMPLY WITH THE 2009 ADA STANDARDS FOR ACCESSIBLE DESIGN.

16. CONTRACTOR AND OWNER ARE RESPONSIBLE TO GET REQUIRED PERMITS FOR CONSTRUCTION.

GENERAL NOTES

1. THIS SHEET CONTAINS A LIST OF DRAWINGS WHICH COMPRISE A FULL

SET OF DRAWINGS FOR THIS PROJECT. ANY CONTRACTOR,

SUBCONTRACTOR, VENDOR OR ANY OTHER PERSON PARTICIPATING

IN OR BIDDING ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE

INFORMATION CONTAINED IN ANY AND ALL SHEETS OF DRAWINGS. IF

ANY PERSON, PARTY OR ENTITY ELECTS TO SUBMIT BIDS FOR ANY

PORTION, OR ALL, OF THIS PROJECT, THAT PERSON, PARTY OR

ENTITY SHALL BE RESPONSIBLE FOR ANY AND ALL INFORMATION

CONTAINED IN THESE DRAWINGS AND SPECIFICATIONS, INCLUDING,

BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDUM OR

CLARIFICATIONS THAT MAY BE ISSUED.

2. THESE DOCUMENTS SHOW THE DESIGN INTENT. IT IS THE

CONTRACTORS RESPONSIBILITY TO PROVIDE EVERYTHING SHOWN

ON THE DRAWINGS REGARDLESS OF WHERE IT IS SHOWN ON THE

DRAWINGS AS WELL AS EVERYTHING REQUIRED FOR THE BUILDING

TO BE BUILT TO CODE REGARDLESS OF IF THEY ARE EXPLICITLY

DETAILED IN THE DRAWINGS OR NOT.

3. EVERYTHING CALLED FOR IN THESE DOCUMENTS SHALL BE "NEW"

AND PROVIDED BY THE CONTRACTOR, SUBCONTRACTOR, VENDOR

OR ANY OTHER PERSON PARTICIPATING IN OR BIDDING ON THIS

PROJECT UNLESS NOTED OTHERWISE AS EXISTING (EXIST), NOT IN

CONTRACT (NIC) OR FOR REFERENCE ONLY. FURNISHINGS SHOWN

DASHED SHALL BE FOR REFERENCE ONLY.

GENERAL

G1.0 COVER SHEET

G1.1 GENERAL INFORMATION

G1.2 PROJECT SPECS

G1.3 PROJECT SPECS / NOTES

G1.4 ADA

G1.5 EGRESS PLAN

DEMOLITION

D1.1 LEVEL 3 IT DEPT. DEMOLITION PLAN

D1.2 LEVEL 3 ENGINEERING DEMOLITION PLAN

D1.3 LEVEL 3 OUTREACH DEMOLITION PLAN

D1.4 LEVEL 3 IT DEPT. DEMO REFLECTED CEILING PLAN

D1.5 LEVEL 3 ENGINEERING DEMO REFLECTED CEILING PLAN

D1.6 LEVEL 3 OUTREACH DEMO REFLECTED CEILING PLAN

ARCHITECTURAL

A1.7 LEVEL 3 OVERALL FINISH PLAN

A1.0 LEVEL 3 OVERALL FLOOR PLAN

A1.1 LEVEL 3 IT DEPT. FLOOR PLAN

A1.2 LEVEL 3 ENGINEERING FLOOR PLAN

A1.3 LEVEL 3 OUTREACH FLOOR PLAN

A1.4 LEVEL 3 IT DEPT. REFLECTED CEILING PLAN

A1.5 LEVEL 3 ENGINEERING REFLECTED CEILING PLAN

A1.6 LEVEL 3 OUTREACH REFLECTED CEILING PLAN

A4.0 INTERIOR ELEVATIONS

A5.0 DETAILS

A5.1 DETAILS

A6.0 DOOR AND WINDOWS

MECHANICAL

M001 TITLE SHEET (LEGEND AND ABBREVIATIONS)

M100 OVERALL MECHANICAL PLAN

M101 LARGE SCALE IT DEPT. MECHANICAL DEMOLITION PLAN

M102 LARGE SCALE ENGINEERING MECHANICAL DEMOLITION

PLAN

M103 LARGE SCALE OUTREACH MECHANICAL DEMOLITION PLAN

M201 LARGE SCALE IT DEPT. MECHANICAL PLAN

M202 LARGE SCALE ENGINEERING. MECHANICAL PLAN

M203 LARGE SCALE OUTREACH MECHANICAL PLAN

M701 MECHANICAL DETAILS & SCHEDULES

ELECTRICAL

EG001 GENERAL NOTES AND SYMBOLS LISTS

EG002 SYMBOLS LISTS

EG003 ELECTRICAL SPECS

EG501 ELECTRICAL DETAILS

EG502 ELECTRICAL DETAILS

EG503 ELECTRICAL DETAILS

EG504 ELECTRICAL DETAILS

ED101 LEVEL 3 ELECTRICAL DEMOLITION LIGHTING PLAN

ED102 LEVEL 3 ELECTRICAL DEMOLITION PLAN

ED701 ONE-LINE DIAGRAM-POWER

EL101 LEVEL 3 LIGHTING PLAN

EL501 LIGHTING DETAILS

EL502 LIGHTING CONTROL NARRATIVE & DETAILS

EL503 LIGHTING WIRING DIAGRAMS

EL504 LIGHTING WIRING DIAGRAMS

EL601 LIGHT FIXTURE SCHEDULE

EP101 LEVEL 3 ELECTRICAL FLOOR PLAN

EP701 ONE-LINE DIAGRAM-POWER

EP801 ELECTRICAL SCHEDULES

EY101 LEVEL 3 SYSTEMS PLAN

ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES:

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL FIRE CODE (IFC)

2020 NATIONAL ELECTRICAL CODE (NEC)

ASHRAE 90-1-2013 AND SUBSEQUENT ADDENDA

AMERICANS WITH DISABILITIES ACT (ADA)

ANSI ICC A117.1-2009

2021 INTERNATIONAL EXISTING BUILDING CODE

TENANT INFORMATION

TENANT USE GROUP B - BUSINESS

GROSS BUILDING AREA 61,200 (4 STORIES)

REMODELED AREA APPROX. 9,200 SQ. FT.

DESIGN OCC. 160

FIRE SPRINKLERED YES

BUILDING TYPE VB

PLUMBING

WATER CLOSETS 1/25 EXISTING

LAVATORIES 1/40 EXISTING

DRINKING FOUNTAIN EXISTING

N

• FIRE SPRINKLERS

• SERVER ROOM: CLEAN AGENT (CHEMICAL) FIRE

SUPPRESSION SYSTEM

DEFERRED SUBMITTALS

ARCHITECT

OWNER

GENERAL CONTRACTOR

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

ONYX DESIGN COLLECTIVE

KINLEY C. PUZEY, AIA

KINLEY@ONYXDEISNGCOLLECTIVE.COM

801.699.7801

TBD

ENVISION ENGINEERING

TREVOR SPENCER

TSPENSER@ENVISIONENG.COM

801.534.1130

JTB HVAC AND PLIMBING ENGINEERING

JEFF BROWN

JEFF.BROWN@JTBENGINEERING.NET

801.849.8590

SOUTH SALT LAKE CITY

STEVE NIEDERHAUSER

SNIEDERHAUSER@SSLC.GOV

801.483.6016

1. DEDICATED FIRE SUPPRESSION NOTES AND SCOPE

A. INCLUDE A DEDICATED “SERVER ROOM FIRE SUPPRESSION” THAT COVERS:

B. TYPE OF SYSTEM (E.G., “CLEAN AGENT FIRE SUPPRESSION SYSTEM, FIKE FK-5-1-12 OR EQUAL”)

C. CLEAN AGENT SYSTEM

D. LISTING REQUIREMENTS (UL/FM LISTED)

E. REQUIRED STANDARDS (NFPA 2001 FOR CLEAN AGENT SYSTEMS)

F. SYSTEM TO BE INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR

2. SERVER ROOM ENVELOPE SPECIFICATIONS

SEALED ROOM ENCLOSURE: ALL PENETRATIONS (CABLE TRAYS, DUCTS, CONDUITS) MUST BE SEALED TO HOLD AGENT CONCENTRATION (TYPICALLY 10-

MINUTE HOLD).

A. MINIMUM ROOM HEIGHT, DIMENSIONS FOR CALCULATION

B. FIRE RATING: IF REQUIRED, IDENTIFY ASSEMBLY RATINGS FOR WALLS, FLOOR/CEILING, AND DOOR.

C. SEAL TO BE APPROVED BY CITY IT DEPT. SEAL NEEDS TO BE REMOVABLE FOR FUTURE WIRING.

3. MECHANICAL COORDINATION

HVAC INTERLOCK: SYSTEM ACTIVATION SHUTS DOWN HVAC TO PREVENT DISCHARGE LOSS.

PRESSURE RELIEF VENT: REQUIRED TO AVOID OVERPRESSURIZATION AND MEET NFPA 2001 REQUIREMENTS.

4. DETECTION & CONTROL

A. SPOT SMOKE DETECTORS TIED INTO THE CLEAN AGENT SYSTEM (DUAL OR CROSS-ZONE DETECTION)

B. MANUAL PULL STATIONS AND ABORT SWITCHES

C. AUTOMATIC CONTROL PANEL LOCATION (WITHIN 6 FEET OF THE ROOM ENTRANCE)

5. ELECTRICAL COORDINATION

A. DEDICATED POWER SOURCE FOR THE SYSTEM (UNINTERRUPTED)

B. CONTROL WIRING COORDINATION NOTES WITH FIRE ALARM PANEL

C. SYSTEM MONITORING: CONNECT TO BUILDING FIRE ALARM FOR SUPERVISORY FUNCTIONS

6. DOOR HARDWARE & SIGNAGE

A. DOOR HARDWARE THAT PREVENTS UNWANTED ENTRY BUT ALLOWS EGRESS AFTER DISCHARGE

B. “DO NOT ENTER AFTER DISCHARGE” AND “CLEAN AGENT PROTECTED AREA” SIGNAGE

C. DOOR HARDWARE FOR ACCESS CONTROLS NEEDS COORDINATED WITH CITY IT DEPT. AND CITY AMAG VENDOR

7. ROOM INTEGRITY TEST

A. INCLUDE A NOTE REQUIRING THE FIRE PROTECTION CONTRACTOR TO PERFORM A DOOR FAN TEST (FORMERLY KNOWN AS “ROOM INTEGRITY

TEST”) UPON COMPLETION.

BID INSTRUCTION NOTES FOR BIDDERS

1. FIRE SUPPRESSION CONTRACTOR TO PROVIDE FULL DESIGN-BUILD SUBMITTALS, INCLUDING:

A. COMPLETE NFPA 2001 DESIGN, CALCULATIONS, AND NOZZLE LAYOUT

B. CLEAN AGENT TANK PLACEMENT AND PIPE ROUTING

C. INTEGRATION WITH EXISTING FIRE ALARM AND HVAC SYSTEMS

D. ROOM INTEGRITY TEST REPORT PRIOR TO COMMISSIONING

SYSTEM PERFORMANCE REQUIREMENT:

1. “CLEAN AGENT SYSTEM SHALL ACHIEVE 10-MINUTE MINIMUM CONCENTRATION HOLD TIME AND FULLY PROTECT ALL IT EQUIPMENT WITHIN ROOM

TEMPERATURE LIMITS.”

SERVER ROOM GENERAL NOTES

Rev # Date Description

Job #

Drawn

Date

Owner #

Checked

186 N. 100 E. SUITE A

KAYSVILLE, UT 84037

(801) 882-7208 www.onyxdesigncollective.com

NOTE: THIS DRAWING IS INTENDED FOR A

24"X36" SHEET. IF IT HAS BEEN PRINTED ON

ANYTHING ELSE IT IS A REDUCED COPY.

PLEASE SCALE DRAWING ACCORDINGLY.

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PROJECT SPECIFICATIONS

09-FINISHES

FINISH SCHEDULE: THE CONTRACTOR SHALL BE BOUND TO THE FINISH SCHEDULE PROVIDED FOR

ROOMS AND SPACES, BUT SHALL BE ALSO RESPONSIBLE TO PROVIDE OTHER MATERIALS NOT

DESIGNATED IN THE SCHEDULE IF REQUIRED IN THE FIELD TO CREATE A FINISHED PRODUCT AT

WALKS, FLOORS, CEILINGS, DOORS, WINDOWS, SOFFITS, TREADS, AND ALL OTHER FURRING,

LEVELING, AND PATCHING WHERE REQUIRED.

GYPSUM BOARD: INSTALL PER RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND

FINISHING OF GYPSUM BOARD, PER ANSI 97.1

METAL SUPPORT SYSTEM (WALL STUDS)

PROVIDE CHANNEL-SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH ASTM C640, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN 20 GA. PROVIDE 16 GA. AT

DOOR JAMBS.

PROVIDE ROLL HAT-SHAPED CHANNELS MINIMUM 25 GA. 7/8" DEEP WITH 1/2" HEMMED EDGES.

PROVIDE TIE WIRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 16 GA. PROVIDE GALVANIZED

HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM C754.

PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND/OR RELIEF SILLS BETWEEN

LINTELS AND HEADERS IN TOP TRACKS. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED

FINISH HARDWARE AND EQUIPMENT, INCLUDING DOOR STOPS.

PROVIDE DOUBLE BEAD TO BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO CEILING

TRACK AND TO STUDS ABUTTING OTHER CONSTRUCTION.

PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL-HUNG

CABINETS, EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 GA. MATERIAL PROVIDE

SUPPORT IN WALL OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND

EQUIPMENT ARE INDICATED ON DRAWINGS. AND WHERE REQUIRED FOR MOUNTING OF

MISCELLANEOUS ITEMS REQUIRING BACKING.

SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE WITH ASTM STANDARDS. ERECT STUDS ON 16" OR 24" (AS INDICATED) CENTERS AND SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL BLOCKING, BRACING AND ANCHOR STRIPS;

LEAVE READY TO RECEIVE FINISH MATERIALS.

ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS

INDICATED TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM

STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL. ADJUST SUPPORTS, SPANS OR

OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES.

PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEILING

MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS.

GYPSUM WALL BOARD

PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF ASTM

336.

PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS.

WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK TAPERED AND ROUNDED EDGES AND

SHALL BE INSTALLED IN ALL WET AREAS AS INDICATED ON DRAWINGS.

PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C646: UNLESS OTHERWISE NOTED OR INDICATED, PROVIDE TYPE "S" BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE "S" PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES.

PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT AND METHODS

REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUDING

ACCESS DOORS AND PANELS.

APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT

CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH

WALL BOARD WHERE SEALANT IS EXPOSED. PROVIDE POLY-SULFIDE SEALANT; WHERE UNEXPOSED.

PROVIDE ACOUSTIC SEALANT.

APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY

EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER

TAPING AND EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE: FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND OTHER RATED

ASSEMBLIES.

PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE

BLEMISH. READY TO RECEIVE PAINT.

CUSTOM SKIP TROWELED FINISH WHERE SPECIFIED ON PLANS. COORDINATE FINISH WITH

ARCHITECT.

PAINTING

CONTRACTOR TO SUBMIT PAINTING DROPDOWN SAMPLES TO ARCHITECT FOR VERIFICATION AND

APPROVAL IN WRITING PRIOR TO FABRICATION.

PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR

AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND

STOCKROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT

AS MAYBE SPECIFIED HEREINAFTER: PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS: NON-

FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE: STAINLESS STEEL;

INTERIOR OR EXTERIOR OF EXISTING BUILDING. NO PAINTING IS REQUIRED FOR INSULATING PIPING, EXCEPT WHERE EXPOSED IN FINISH, NON-MECHANICAL ROOM SPACES.

PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK.

REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND

SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE

HARDWARE, FITTINGS AND FASTENINGS PRIOR TO COMMENCING THE WORK, STORE, CLEAN AND

REPLACE UPON COMPLETION.

PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL

UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY.

FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE

ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WHERE HIGH GLOSS

ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT.

PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND A MINIMUM OF (2)

COATS FINAL COLOR COAT, (UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S

SPECIFICATIONS). TO PROVIDE A SOLID, UNIFORM AND DURABLE FINISH. ALLOW PROPER DRYING

TIME BETWEEN COATS.

DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S LABEL, AND SHOWING PAINT TYPE, SHEEN AND COLOR.

PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR

THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOLLOW

MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT.

ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD-UP OF

FUMES.

SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIMING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH

PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN

COATS TO A SMOOTH SURFACE.

PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH, IN

ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOROUGHLY

CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR

APPLICATION. SAND SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED. FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT

CRACK FILLER TO MATCH; PRIME BACKS OF TRIM, PRIME BARE WOOD SCHEDULED TO RECEIVE

PAINT FINISH; FINISH NAIL HOLES, CRACKS AND OTHER IMPERFECTIONS WITH PUTTY AND SAND

SMOOTH.

AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH-UP

AND REFINISHING.

OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED.

01-GENERAL REQUIREMENTS

DRAWINGS: THE DRAWINGS ARE ONLY INTENDED TO PARTIALLY DESCRIBE

THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY

EXISTING CONDITIONS AND ALERT ARCHITECT IN ADVANCE TO ANY

UNFORESEEN CONSTRUCTION DIFFICULTIES BEFORE BEGINNING WORK

OR WORKING ON THE AFFECTED PORTION OF THE WORK.

PERMITS/FEES: CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS

NECESSARY OTHER THAN THE BUILDING PERMIT. CONTRACTOR SHALL

ALSO PAY FOR ALL OTHER CHARGES, FEES, OR COSTS CHARGED BY THE

BUILDING AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES, OR

PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR, OR PRIOR TO,

INSTALLATIONS.

CODES: NOTHING IN THE DRAWINGS AND/OR THE SPECIFICATIONS SHALL

BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE

CODES AND / OR RESTRICTIONS. SHOULD ANY CHANGES IN THE

DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE

CODES AND / OR REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT AT ONCE AND CEASE WORK ON ALL PARTS OF THE CONTRACT

WHICH ARE AFFECTED. THE WORK TO BE PERFORMED UNDER THIS

CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES,

REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES.

ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS PER THE

2021 INTERNATIONAL BUILDING CODE AND THE 2021 INTERNATIONAL FIRE

CODE AS ADOPTED. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY

THERETO. WORK PERFORMED IN VIOLATION OF LOCAL CODES OR

ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER.

CONFLICT: IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR

STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DOES NOT

EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES,

THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF

ALL CONFLICTS.

DIMENSIONS: DIMENSIONS ARE SHOWN TO FACE OF CONCRETE, FACE OF

STUD AT EXTERIOR WOOD-FRAMED WALLS, FACE OF STUD AT INTERIOR

WALLS AND CENTERLINE OF OPENINGS, UNLESS DETAILED OTHERWISE ON

DRAWINGS. FRAMING DIMENSIONS HAVE BEEN ROUNDED TO THE

NEAREST ONE HALF INCH. CONTRACTOR SHOULD VERIFY CONDITION

BEFORE FRAMING STARTS.

DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS

ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE

ARCHITECT IF ANY DISCREPANCIES ARE FOUND.

SUBCONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL

OPENINGS FOR WORK. THE SUBCONTRACTOR SHALL VERIFY ALL ROUGH-

IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND INSTALLED BY

THEMSELVES OR OTHERS.

THE CONTRACTOR AND SUBCONTRACTOR SHALL CONSULT THE PLANS OF

ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS FOR

ROOF DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT; AND SHALL

VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS.

02-EXISTING CONDITIONS

EXISTING UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFICATION OF ALL EXISTING UTILITIES. EXISTING UTILITIES SHOWN

HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR

CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO

AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES.

REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY

DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE REMOVED AND

SALVAGED OR REMOVED AND REINSTALLED.

REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING

CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO

OWNER.

REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING

CONSTRUCTION, PREPARE FOR REUSE, AND REINSTALL WHERE

INDICATED.

EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT

TO BE PERMANENTLY REMOVED AND THAT ARE NOT OTHERWISE

INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND

REINSTALLED.

NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS

AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION.

HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS

MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF SUSPECTED

HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB;

IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS

WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT.

SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS

INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED.

ANY UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL

ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE

ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF

CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO ARCHITECT.

PERFORM AN SURVEY OF CONDITION OF BUILDING TO DETERMINE

WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL

DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF STRUCTURE

OR ADJACENT STRUCTURES DURING SELECTIVE BUILDING DEMOLITION

OPERATIONS.

PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER

TO LOWER LEVEL. COMPLETE SELECTIVE DEMOLITION OPERATIONS

ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING

MEMBERS ON THE NEXT LOWER LEVEL.

NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO

DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO

DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE

HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR

GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE

OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.

CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED

SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES.

DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF

FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND

PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE

BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN PORTABLE

FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS.

MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.

LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND

MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING

WALLS, FLOORS, OR FRAMING.

DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.REMOVE AND

TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON

ADJACENT SURFACES AND AREAS.

03-CONCRETE

NOT USED

04-MASONRY

NOT USED

05-METALS

DISSIMILAR METALS: PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS.

PAINT: CONTRACTOR SHALL PRIME AND PAINT THE INTENDED PAINTABLE METAL

STACKS, METAL BEAM/POST CONNECTIONS, VENTS GRILLS, OR LOUVERS WHICH

PROJECT THROUGH WALLS OR ROOF AND IN VIEW. COLOR TO BE SELECTED BY

ARCHITECT

PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS,

FASTENINGS, AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS

INDICATED AND SPECIFIED.

STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM

SCALE AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE.

TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED.

WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR

MATERIALS. PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC

CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM

THICKNESS.

SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606.

CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321.

ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B221.

FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF

FABRICATED ITEMS.

BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED

FASTENERS CONFORMING WITH REQUIREMENTS OF ASTM A307. INCLUDE

NECESSARY NUTS AND PLAIN HARDENED WASHERS. FOR MEMBERS FOR SUPPORT

OF STRUCTURAL MEMBERS OR CONNECTION THERETO. USE FASTENERS

CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND NON-FERROUS ITEMS,

USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS.

MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS,

TOOLS, METHODS, AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION

OF MISCELLANEOUS METAL ITEMS AS INDICATED ON DRAWINGS.

\VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING, FORM METAL ITEMS TO

ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND

OTHERWISE REQUIRED FOR PROPER INSTALLATION; FABRICATE WITH ALL LINES

STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERSINK, TAP, AND

OTHERWISE PREPARE ITEMS FOR CONNECTION WITH WORK OF OTHER TRADES

MAKE. PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS

SMOOTH TO MATCH ADJACENT SURFACES; ROUGH JOINT SURFACES NOT

PERMITTED AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED OR

APPROVED; WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT

LOOSENING.

\ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH-UP OR REPAIR

DAMAGED AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL.

PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR

MATERIALS WITH A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN

APPROVED ZINC CHROMATE PRIMER.

PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS

NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT

OF ALL WALL-MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON

DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHERE, AS

REQUIRED.

FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF

STRUCTURAL SHAPES, PLATES AND BARS; WELD JOINTS WHERE PRACTICAL;

PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE

ANCHORAGES, CLIP ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES,

WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND

ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS APPROPRIATE

TO THE INSTALLATION.

06-WOOD, PLASTICS, COMPOSITES

PRESSURE TREATED WOOD: ALL WOOD IN CONTACT WITH CONCRETE TO BE

PRESSURE TREATED PER INTERNATIONAL BUILDING CODE.

BLOCKING: PROVIDE WOOD BACKING, FURRING, STRIPPING, OR BLOCKING

REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK OF ALL OTHER TRADES.

1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE

CONTENT NOT MORE THAN 19%.

PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES IN QUANTITIES REQUIRED BY

LOCAL CODE OR APPROVED BY ARCHITECT.

USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "S" TRIM HEAD

SCREWS FOR ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS, OR

FURRING.

RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND

1" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS.

INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY

CONDITION FOR INSTALLATION.

USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR

APPLICATION; INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT

PRINTED APPLICATION INSTRUCTIONS.

PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE

INSTALLATION. REPLACE DAMAGED SURFACES.

REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S

RECOMMENDED SOLVENT AND CLEANING PROCEDURES.

FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND.

INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE

FOLLOWING CONSIDERATIONS AND REQUIREMENTS:

A. INSTALL ALL MATERIAL WITH TIGHT JOINTS. MITER CASINGS AND MOLDINGS.

B. ALL RUNNING TRIM ONE (1) PIECE UP TO 10'-0". MATCH GRAIN AND COLOR

PIECE TO PIECE.

C. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR

OR WHERE SCREWS DO NOT SHOW. SET FASTENERS FOR PUTTYING. WHERE

SCREW ATTACHMENT IS REQUIRED, SPACE SCREWS AT EQUAL INTERVALS;

SINK AND PUTTY IN FINISHED WOOD SURFACES.

D. ALL MEMBERS AND LINES SHALL BE LEVEL AND PLUMB. SELECT AND CUT

MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS.

E. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE

MARKS.

F. EASE ALL EXPOSED WOOD EDGES 1/16" MINIMUM RADIUS.

G. INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS.

ENSURE THAT ANY AND ALL WOOD AND PLASTICS USED COMPLY WITH ALL

MUNICIPALITIES REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED

RATINGS.

THE SUB-CONTRACTOR SUBMIT SAMPLE OF ALL FINISHES AND PREPARE SHOP

DRAWINGS FOR ALL MILLWORK AND SUBMIT TO CONTRACTOR AND ARCHITECT TO

GAIN APPROVAL IN WRITING PRIOR TO FABRICATION OR INSTALL.

07-THERMAL AND MOISTURE PROTECTION

OPENINGS: ALL OPENINGS TO BE CAULKED, SEALED, OR WEATHER-STRIPPED

WEATHER PROTECTION: PROVIDE WEATHER PROTECTION PER INTERNATIONAL

BUILDING CODE 1404. INSTALL WEATHER RESISTIVE BARRIER PROTECTING WALL

STRUCTURE AND FLASHING AND COUNTER-FLASHING AT EXTERIOR OPENINGS TO MAKE

THEM WEATHERPROOF.

CAULKING AND SEALANT: USE PRIMERS AS REQUIRED BY MANUFACTURER, BACKING

RODS OR TAPE AS RECOMMENDED BY MANUFACTURER. USE POLYURETHANE SEALANT

AT CONCRETE FLOOR AND SIDEWALK JOINTS, ALL OTHER LOCATIONS USE

POLYSULFIED OR SILICONE UNLESS NOTED OTHERWISE. APPLY TWO BEADS OF

SEALANT BETWEEN SOLE PLATES AND FLOOR (IE SILICONIZED LATEX, FOAM GASKET,

OR EQUIVALENT). U.N.O.

VAPOR BARRIERS: CONTINUOUS APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON

THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED.

INSULATION: ALL INSULATION MATERIALS INCLUDING FACINGS, SUCH AS VAPOR

BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,

WALLS, CRAWL SPACES OR ATTICS SHALL HAVE A FLAME-SPREAD RATING NOT TO

EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE

ASTM E 84. SEC. IBC 719 SEE EXEMPTIONS. ALL FOAM PLASTIC INSULATION USED IN

BUILDING CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH IBC SEC. 719.

PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL

SPECIFICATIONS TTS-1543 OR FS TT-S-230 TYPE "II", CLASS "A". PROVIDE ACOUSTICAL

SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC RUBBER SEALING

COMPOUND WITH MINIMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER

SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE

MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC

CONDITIONS AND SUBSTRATES.

PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY

SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL

JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE

ACCEPTABLE.

08-OPENINGS

EXIT DOORS: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF

A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IBC SEC. 1003.3.1.

GLASS: GLASS IN THE FOLLOWING LOCATIONS TO BE SAFETY GLASS: ALL GLASS

DOORS, SLIDING, PATIO DOORS, STORAGE DOORS, SHOWER AND BATHTUB

ENCLOSURES, WINDOWS WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS

WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION,

AND FIXED PANELS GREATER THAN 9 SQUARE FEET WITH LOWEST EDGE LESS THAN 18

INCHES ABOVE THE FLOOR. (SEE EXCEPTIONS) IBC SEC. 2406.2. ALL GLAZING IN

LOCATIONS SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZING PER IBC SEC.

2406.2

HARDWARE: PROVIDE COMMERCIAL GRADE DOOR/WINDOW HARDWARE AT ALL

OPERABLE WINDOWS AND DOORS.

DOOR HARDWARE FOR ACCESS CONTROLS TO BE COORDINATED WITH CITY IT DEPT.

AND CITY AMAG VENDOR.

THE SUB-CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL DOOR FRAMES AND

SUBMIT TO CONTRACTOR AND ARCHITECT TO GAIN APPROVAL IN WRITING PRIOR TO

FABRICATION OR INSTALL.

CONTRACTOR TO SUBMIT DOOR FINISH SAMPLE TO ARCHITECT FOR APPROVAL IN

WRITING PRIOR TO FABRICATION.

PROVIDE PRE-FINISHED STEEL DOOR FRAMES, SIZES AS INDICATED IN DRAWINGS BY

TIMELY INDUSTRIES OR EQUAL. USE MATERIAL FREE FROM DEFECTS IN MATERIAL AND

ACCORDING TO PROJECT SPECIFICATIONS FOR PRE-ENGINEERED OPENING SYSTEMS

WITH PROVEN DURABILITY OF FACTORY FINISHES ALLOWING FOR BENDING AND

SHAPING OF MATERIAL AFTER FINISH IS APPLIED. USE ONLY INSTALLERS FAMILIAR WITH

INSTALLATION OF PRE-FINISHED OPENING SYSTEMS AND APPLIED CASING FRAME

INSTALLATION. PROVIDE MATERIALS:

PROVIDE REINFORCEMENT AND ACCESSORIES AS REQUIRED BY MANUFACTURE

FOLLOWS:

A. PROVIDE REINFORCEMENTS SHIPPED LOOSE TO PROJECT SITE FOR HARDWARE

APPLICATION TA-10 - REGULAR ARM CLOSERS, CASING MOUNTED

COORDINATOR. TA-12 - PARALLEL ARM CLOSERS, RIM EXIT DEVICE STRIKES,

OTHER STOP MOUNTED SURFACE HARDWARE

B. PROVIDE HINGE REINFORCEMENT (TA-11) OF 14 GAGE STEEL PIERCED TO

CREATE DEPTH OF THREAD FOR HINGE SCREWS EQUAL TO OR EXCEEDING 7

GAGE STEEL.

C. SILENCERS: TA-5 VINYL, 2 PER FRAME, CLEAR STICK-ON TYPE.

D. GLASS STOPS: TA-14 REMOVABLE ROLLED STEEL, SHAPE, BUTTED ENDS. PRE-

PUNCH AND COUNTERSINK FOR FLAT HEAD TEK SCREWS.

E. ADJUSTABLE STRIKES: EMBOSS FRAMES FOR TA-1 STRIKE FOR CYLINDRICAL

LOCK. PROVIDE TA-1 STRIKE IN FINISH COMPATIBLE WITH HARDWARE FINISH.

(ANSI 2 ¾” T STRIKE SUPPLIED WITH CYLINDRICAL LOCK CANNOT BE USED WITH

STANDARD FRAME BECAUSE OF UNIQUE STRIKE LOCATION AND SCREW

PIERCING METHOD)

F. PREPARE FRAMES FOR ASA 4-7/8” STRIKES WHERE REQUIRED. PROVIDE

MINIMUM ¼” DEPTH OF THREADS IN FACTORY TAPPED SCREW HOLES

G. INSTALLATION FASTENERS FOR INTERIOR FRAMES: #6 DRYWALL TYPE LENGTH

SUFFICIENT TO PENETRATE STUDS OR STRUCTURE AT LEAST ½”.1

OPENINGS FOR SINGLE SWING, PAIR, BORROWED LIGHT AND SIDELIGHT FRAMES TO BE

PRE-CUT, NOTCHED AND FABRICATED AT THE MANUFACTURER'S FACILITY.

PROVIDE MINIMUM 14 GAGE HINGE REINFORCEMENT PLATE TAPPED FOR MACHINE

SCREWS SUPPLIED WITH HINGES. HINGE PLATE TO BE MECHANICALLY ATTACHED TO

HINGE EMBOSS ON FRAME

CASING CLIPS: FABRICATE FRAMES WITH FACTORY APPLIED, HEAT TREATED CLIPS TO

ENSURE NO DEFLECTION IN THE CLIP UPON APPLICATION OR REMOVAL OF CASING.

ATTACHMENT CLIPS MAY NOT BE OF SAME MATERIAL AS FRAME

PROVIDE NOTCHES, TABS AND/OR STOPS FOR POSITIVE ALIGNMENT OF FRAME PARTS

AT ALL CORNERS. MULLIONS TO BE NOTCHED AS REQUIRED TO PROVIDE TIGHT JOINTS.

PROVIDE MANUFACTURER'S STANDARD MULLION BRACKETS FOR POSITIVE

CONNECTION OF FRAME AND MULLION PARTS

PROVIDE MANUFACTURER'S STANDARD STEEL GLASS STOP PRE-CUT TO EXACT

LENGTH. FIRE RATED GLAZED OPENINGS TO HAVE HOLE FOR INSTALLATION SCREW

WITHIN 2” OF EACH END OF STOP PIECE.

PROVIDE INSERT CHANNEL FULL WIDTH OF BORROWED LIGHTS INSTALLED ON FINISH

FLOOR. PROVIDE FULL WIDTH HEAD CHANNEL FOR CEILING HEIGHT UNITS.

PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR CEILING INSERT CHANNEL FOR

CEILING HEIGHT FRAMES

INSTALLED FRAME ASSEMBLY TO CONFORM TO NFPA 80. ATTACH APPROVED MYLAR

LABEL TO EACH FIRE-RATED FRAME INDICATING FIRE RATING DETAILS.

PRE-FINISHED WITH FACTORY APPLIED IMPACT RESISTANT, POLYESTER BAKED ENAMEL

FINISH OR OPTIONAL ELECTROSTATIC APPLIED WATER BASED PAINT SYSTEM. FRAMES

FOR HIGH HUMIDITY AREAS TO BE ELECTRO GALVANIZED PRIOR TO PRE-FINISHING. SEE

2.02.B FOR SPECIFIC LOCATIONS. CASING FINISHES: STEEL: PRE-FINISHED WITH

FACTORY APPLIED IMPACT RESISTANT, POLYESTER BAKED ENAMEL FINISH. COLORS:

AS SPECIFIED ON FINISH SCHEDULE IN DRAWINGS.

INSTALL FRAMES IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS:

A. ANCHOR FRAMES WITH SCREWS LOCATED AT EVERY CASING CLIP OR EVERY

11” AS SHOWN ON MANUFACTURER'S INSTRUCTIONS. FIELD VERIFY QUANTITY

AND LOCATION OF FASTENERS PRIOR TO INSTALLING CASING.

B. INSTALL PRE-FINISHED FRAMES NEAR END OF THE PROJECT AFTER WALL

PAINTING AND WALL COVERINGS ARE APPLIED.

C. COORDINATE INSTALLATION OF GLASS AND GLAZING IN GLAZED UNITS.

D. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF HARDWARE

SPECIFIED

E. TOUCH-UP BLEMISHES ON FINISHED FRAMES WITH FACTORY PREPARED TOUCH

UP PAINT.

TILE

INSTALL TILE IN AREAS INDICATED. USE ADHESIVES AND APPLY ONLY AS RECOMMENDED BY

MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS.

INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE.

ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF AMERICA AND

ANSI STANDARDS.

DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE

INSTALLATION. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING

ESTIMATE) TO DETERMINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION.

SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50' AND RISING. ALIGN ALL

JOINTS AND CORNERS. CLEAN METAL AND WOOD SURFACES AND CONCRETE FLOORS,

REMOVING ALL FOREIGN MATTER AND CONTAMINANTS SUCH AS GREASE, OIL, DUST, WATER,

SURFACE DIRT, OLD SEALANTS OR GLAZING COMPOUNDS, AND PROTECTIVE COATINGS. METAL

SHALL BE CLEANED BY MECHANICAL OR SOLVENT PROCEDURES.

INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113-89 WITH UNIFORMLY SPACED JOINTS, TO PATTERN INDICATED IN THE DRAWINGS. VERIFY LAYOUT AND CUTS WITH PROJECT

MANAGER PRIOR TO COMMENCEMENT OF WORK. CUT TILE AT WALL INTERSECTIONS FOR

CONCEALMENT BY BASE WHERE APPLICABLE. VARY MORTAR THICKNESS, AS NECESSARY, TO

ACCOMMODATE VARIATIONS IN THE TILE THICKNESS AND SLOPE.

CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. KEEP AREA

CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE. REPLACE DAMAGED TILE

AT NO ADDITIONAL COST TO OWNER.

INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE WITH

DOWN CORNING 795 SILICONE BUILDING SEALANT, BEADS AT 6" ON CENTER MAXIMUM.

GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD OF SPONGE. DAMP

CURE PER MORTAR AND GROUT MANUFACTURER'S RECOMMENDATIONS.

SEAL TILE PER MANUFACTURER'S WRITTEN INSTRUCTIONS WITH SEALER RECOMMENDED FOR

THE TILE INSTALLED. DOUBLE SEAL ALL JOINTS.

CARPET TILE

CONTRACTOR TO SUBMIT SAMPLE TO ARCHITECT FOR VERIFICATION AND APPROVAL PRIOR TO

ORDERING OR INSTALLING MATERIAL.

LEVELING COMPOUND - LATEX TYPE AS RECOMMENDED BY CARPET MANUFACTURER AND IS

COMPATIBLE WITH CARPET ADHESIVE AND CURING/SEALING COMPOUND ON CONCRETE.

RELEASABLE PRESSURE SENSITIVE TYPE ADHESIVE - USE THE FOLLOWING AS RECOMMENDED

BY THE CARPET MANUFACTURER WHICH WILL ALLOW REMOVAL OF CARPET AT ANY TIME

WITHOUT DAMAGE OR ADHERENCE TO CARPET: N5100 LOW VOC (NO SOLVENTS) CARPET TILE

ADHESIVE.

PRIOR TO INSTALLATION CRACKS 1/16 INCH OR MORE, HOLES, UNEVENNESS AND ROUGHNESS

MUST BE FILLED, LEVELED AND MADE SMOOTH WITH A COMPATIBLE LATEX FLOOR PATCHING

COMPOUND. PRIOR TO FILLING, THE FLOOR MUST BE SWEPT CLEAN OF ALL LOOSE GRANULAR

DEBRIS. AFTER FILLING, ALLOW FILLER TO DRY.

AREAS TO BE CARPETED MUST BE PRE-HEATED AT A MINIMUM OF 68º F. FOR 72 HOURS PRIOR TO

INSTALLATION WITH THE RELATIVE HUMIDITY NOT MORE THAN 65%. A MINIMUM TEMPERATURE

OF 50º F. SHALL BE MAINTAINED THEREAFTER.

PROVIDE 3% OVERAGE OF CALCULATED YARDAGE FOR EACH TYPE OF CARPET (CALCULATED

YARDAGE SHALL INCLUDE CARPET NEEDED FOR COMPLETE INSTALLATION PLUS WASTE AND

USABLE SCRAPS).

CARPET SHALL BE TESTED IN ACCORDANCE TO NFPA STANDARD 253 AND BE CLASS I (0.45

WATTS/CM2) IN CORRIDORS, EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CLASS II (0.22

WATTS/CM2) IN ALL ROOMS AND AREAS.

SUSPENDED ACOUSTICAL CEILING

CEILING TILE SHALL BE LISTED AND TESTED ACCORDING TO ASTM E84 AND HAVE A FLAME

SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450. WHERE TILE IS A COMPONENT OF A PLENUM

SYSTEM IT SHALL HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-50.

SYSTEM COMPONENTS SHALL CONFORM TO ASTM C635 INTERMEDIATE DUTY AND UBC

STANDARD 47-18 INTERMEDIATE DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM TO ASTM

C636, WITH A DEFLECTION OF NOT MORE THAN 1/360 OF THE SPAN. FURNISH AND INSTALL ALL

LABOR AND MATERIALS FOR COMPLETE ACOUSTICAL CEILING. REVIEW JOB SCHEDULE TO

VERIFY INSTALLATION DATES AND MATERIAL AVAILABILITY.

COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK WITH OTHER WORK, SUCH AS CEILING

LIGHT FIXTURES AND AIR OUTLETS. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION

OF ACOUSTICAL SUSPENSION SYSTEM. REPLACE WORK DAMAGED BY WORK UNDER THIS

SECTION.

ALL LOCKING CROSS TEES SUPPORTING OTHER CROSS TEES SHALL CONFORM TO THE SAME

CLASSIFICATION AS THE MAIN RUNNERS. MAIN RUNNER S AND CROSS TEES SHALL BE COLD

ROLLED ELECTRO-GALVANIZED STEEL. WALL ANGLE MOLDINGS SHALL BE COLD-ROLLED

ELECTRO-GALVANIZED STEEL. CORNERS SHALL BE MANUFACTURER'S PREFABRICATED INSIDE

AND OUTSIDE CORNER MOLDINGS.

FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR. REFER TO FINISH SCHEDULE.

HANGER WIRE SHALL BE 12 GAUGE GALVANIZED STEEL WIRE CONFORMING TO FS QQ-W-461,

TYPE I.

INSPECT LOCATIONS TO RECEIVE WORK AND CHECK THE EXISTING DIMENSIONS. ASCERTAIN

BEFORE PROCEEDING WITH WORK THAT ALL REQUIRED INSPECTIONS HAVE BEEN MADE.

COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF RESPONSIBILITY RELATED TO

GUARANTEE REQUIREMENTS. THE BUILDING SHALL BE EXAMINED BEFORE BEGINNING WORK TO

DETERMINE THAT IT IS PROPERLY ENCLOSED AND THE STRUCTURE IS IN PROPER CONDITION TO

RECEIVE ACOUSTICAL MATERIALS. THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED

FOR FREE MOVEMENT OF SCAFFOLDING. SCAFFOLDING SHALL BE OF A TYPE THAT WILL NOT

SCAR OR MAR FLOOR SURFACES AND WILL NOT DAMAGE OTHER CONSTRUCTION. WORK NOT TO

PROCEED UNTIL SATISFACTORY CONDITIONS DESCRIBED ABOVE PRESIDE.

ATTACH HANGER WIRE TO SOUND, SECURE STRUCTURAL MEMBERS CAPABLE OF CARRYING THE

NEW LOAD WITHOUT DEFLECTION. WRAP, BOLT OR CLIP WIRE HANGERS TO STRUCTURAL STEEL

MEMBERS, OR INSTALL DROP CLIPS ON STRUCTURAL STEEL MEMBERS AND TIE WIRE HANGERS

TO DROP CLIPS. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING WHERE

NECESSARY TO SUSPEND CEILING SYSTEM FIXTURES AND EQUIPMENT AND WHERE SPACING OF

STRUCTURAL SUPPORTS EXCEEDS SPECIFIED HANGER SPACING, WHERE DIRECT SUSPENSION

OF SUPPLEMENTARY FRAMING FOR SUPPORT OF EQUIPMENT, FIXTURE OR DUCTWORK IS NOT

POSSIBLE DUE TO OBSTRUCTIONS, SUPPLEMENTARY FRAMING MAY BE SUSPENDED BY

"TRAPEZE" ARRANGEMENT OF HANGER WIRE. SUSPEND LIGHT FIXTURES FROM STRUCTURE BY

ATTACHMENT OF ONE HANGER AT EACH CORNER OF THE FIXTURE. FURNISH ADDITIONAL WIRES

FOR LIGHTING FIXTURES AND MECHANICAL REGISTERS IN SUSPENDED CEILING. PROVIDE

SEISMIC BRACING AS REQUIRED.

INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C636. LOADING OF ANY

COMPONENT MAY NOT CAUSE DEFLECTION OF MORE THAN 1/360 OF THE SPAN. USE LASER LIGHT FOR LAYOUT AND LEVELING. INSTALL MAIN RUNNERS 48 INCHES O.C. TIE HANGER WIRES TO MAIN

RUNNERS TIGHTLY WITH AT LEAST THREE FULL TURNS. INTERCONNECT MAIN RUNNERS BY

LOCKING CROSS TEES 48 INCHES LONG TO FORM 24 INCH BY 48 INCH MODULES. WHEREVER

SHOWN ON THE DESIGN PLANS. THESE MODULES SHALL BE DIVIDED BY CROSS TEES TO FORM 24

INCHES LONG INSTALL PERPENDICULAR TO THE OTHER CROSS TEES TO FORM 24 INCH BY 24

INCH SECTIONS. PROPER LENGTH LOCKING CROSS TEES SHALL ALSO BE INSTALLED ADJACENT

TO ALL SIDES OF RECESSED LIGHT FIXTURES NOT SUPPORTED BY A MAIN RUNNER.

ALL SUSPENDED CEILINGS SHALL BE BRACED TO RESIST LATERAL AND HORIZONTAL MOVEMENT

AS SHOWN ON PLANS AND AS REQUIRED BY THE GOVERNING CODES.

CUT TILES TO MATCH FIELD PATTERN RECESS. ANY ACOUSTICAL CEILING PANELS LESS THAN

FULL SIZE SHALL HAVE CUT EDGES TRIMMED TO MATCH FACTORY EDGES. SUSPENDED CEILING

SHALL HAVE INTERSECT ALL VERTICAL WALLS AT 90° UNLESS OTHERWISE NOTED.

UPON COMPLETION OF WORK FOLLOWING INSTALLATION OF SUSPENSION SYSTEMS, DIRTY OR

DISCOLORED SURFACES OF SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS. COMPONENTS

THAT ARE DAMAGED OR IMPROPERLY INSTALLED BE REMOVED AND REPLACED WITHOUT

ADDITIONAL COST TO THE OWNER.

LEAVE TEN (10), FULL, UNDAMAGED TILES AT JOB SITE AS ATTIC STOCK FOR OWNERS USE.

PARTITION WALL -

NON RATED

WALL ABOVE CEILING

NON-LOAD BEARING

STC RATING 44

1 LAYER 5/8" GYP. BD.

EACH SIDE METAL STUD

ACOUSTIC SEALANT

EACH SIDE

METAL STUD RUNNER

SILL

PLAN

HEAD

CEILING AS SCHED.

FLOOR AS SCHED.

LINE OF STRUCTURE

A4 3 5/8" METAL STUDS - 16" O.C. TYP.

GYP BD. EXTENDS TO

DECK

ACOUSTIC SEALANT

EACH SIDE TYP.

FIBERGLASS BATT

INSULATION TO

FILL STUD CAVITY

1/4" DIA. TITEN HD@ 16" O.C.

(2" MIN. EMBEDMENT)

1. REFER TO FLOOR PLAN "A" SERIES FOR LOCATION OF WALL TYPES. ALL

INTERIOR WALLS ARE TYPE "A4" UNLESS NOTED OTHERWISE. ALL EXTERIOR

WALLS ARE EXISTING UNLESS NOTED OTHERWISE.

2. REFER TO SCHEDULES & DETAILS FOR FINISHES. WALL TYPES REFER TO

BASE WALL ONLY.

3. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF EACH

WALL TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE THE EXACT

CONSTRUCTION CONDITION. RATED WALLS ARE TO TERMINATE AT STRUCTURAL

MEMBERS WITH A FIRE RESISTANT RATING. WHERE REQ'D APPROPRIATE

FRAMING AND GYP BOARD IS TO BE INSTALLED AND OFFSET AROUND

STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS SUCH AS PIPING OR

DUCTWORK, TO MAINTAIN THE FIRE RESISTANCE RATING. NON-RATED WALLS

THAT CONTINUE TO STRUCTURE ARE TO TERMINATE AT PROPER LOCATIONS TO

MAINTAIN THE INTENT OF THE CONTINUOUS PLANE OF ONE LAYER OF GYP

BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER.

4. ALL GYP BOARD SHALL BE 5/8", UNLESS NOTED OTHERWISE.

5. ALL RATED WALLS SHALL BE CONSTRUCTED FIRST. SECONDARY WALLS

TO ABUTT, BUT NOT PENETRATION RATED WALLS.

6. APPROPRIATE SUBMITTAL INFORMATION MUST BE PROVIDED TO

SUBSTANTIATE THAT THE MATERIALS AND ASSEMBLY USED BY THE

CONTRACTOR HAVE BEEN TESTED BY A RECOGNIZED TESTING AGENCY TO MEET

THE FIRE RESISTANCE RATING SCHEDULED ON THESE WALL TYPES.

7. FIRESTOPPING TO BE PROVIDED AT PENETRATIONS THROUGH RATED

WALLS AS SPECIFIED.

8. ALL GYPSUM WALL BOARD MUST BE MOISTURE RESISTANT AT THE

FOLLOWING LOCATIONS:

a. TOILET ROOMS

b. WET WALLS

c. JANITOR'S CLOSETS

9. SOUND ATTENUATION BLANKETS SHALL EXTEND THE FULL HEIGHT OF

THE WALLS.

10. SPACING OF THE METAL STUDS HAS NOT BEEN INDICATED ON THE WALL

TYPES OR DETAILS. STUD SPACING IS TO BE DETERMINED BY THE HEIGHT OF

THE PARTITION AS SHOWN IN THE TABLE BELOW. EACH STUD GOING TO

STRUCTURE AND EXCEEDING ALLOWABLE HEIGHTS SHALL BE BRACED 45

DEGREES DIAGONALLY 12" ABOVE CEILING WITH EQUAL SIZE 20 GA. METAL

STUDS. THIS TABLE IS TO BE USED FOR THE INTERIOR WALL TYPES ONLY AND

DOES…