CLG HT AFFREF RCP FOR

DOIN

PW

PW

WORKROOM /

CONF

182

CORRIDOR

188

CO

RR

IDO

R

17

2

MA STATION

143

CORRIDOR

142

TREATMENT

184

EXAM

186

18

2

X3

OFFICE

168

SUPPLY

170

OFFICE

176

OFFICE

178

CORRIDOR

180HSK

190

EXAM

192EXAM

194

170

DOIN

DOIN

PW

CGDCGD

ACPDVCTD

MWCD

DR

GPSA

D1

D2

D3

MWCD D4

DR

DR

NEW DOOROPENING

REMOVE WALL TO8'-0"

SALVAGE THIS DOORFOR REUSE (DOOR D1)

SALVAGE THIS DOORFOR REUSE (DOOR D2)

VCTD

VCTD

FLOOR PLAN GENERAL NOTES1. NEW WALLS ARE AS NOTED / SYMBOLED. SEE SHEET A3.00 FOR PARTITION INFORMATION

2. DENOTES THERE ARE INTERIOR ELEVATIONS FOR THIS AREA, WHICH ARE LOCATED ON SHEETS A3.50

3. 'PW' LOCATIONS INDICATE AREAS OR WALLS WHERE REPAIR IS REQUIRED FOR REMOVED ITEMS, WALLS OR CABINETS. NOT ALL LOCATIONS ARE SHOWN. COORDINATE WITH DEMOLITION AND UTILITY DRAWINGS. SEE FINISH PLAN FOR FLOORING / BASE AND ADDITIONAL REMODEL WORK. PATCHING INCLUDES AREAS OF GYPSUM BOARD DISTURBED / DAMAGED BY REMOVAL OF WALL BASE. PROVIDE NEW GYPSUM BOARD WHERE REMOVED FOR DEVICE REMOVAL (MEP)

4. PATCH WALLS DISTURBED BY REMOVAL OF RUBBER BASE

5. 'DOIN' INDICATES LOCATION WHERE THE DOOR AND FRAME IS REMOVED AND WALL SHALL BE INFILLED WITH NEW WALL CONSTRUCTION. MATCH WALL FRAMING THICKNESS AND FINISH

6. PATCH WALLS DAMAGED BY REMOVAL OF CORNER GUARDS

7. PATCH WALL DAMAGED BY REMOVAL OF CABINETRY, ETC.

REQUIRED CONSTRUCTION BARRIERS:BARRIERS WHICH WILL PREVENT THE PASSAGE OF DUST WILL BE REQUIRED, WHETHER THEYBE PLYWOOD / FRAMING OR FIRE RESISTANT POLY. CONTRACTOR SHALL PROVIDE BARRIERS WHEREWALLS / DOORS CANNOT SERVE AS BARRIERS. DOORS SHALL HAVE APPROPRIATE TEMPORARYSEALS WHERE DOORS ARE PART OF BARRIERS

DOOR TYPES

VISION PANELS

DOOR AND BORROWED LITE FRAME TYPES

DOOR PLAN DESIGNATION

SUFFIX FOR MULTIPLE DOORS AT A ROOM

DOOR NUMBER SAME AS ROOM NUMBER

4" MIN6" PREFERRED

OPENING MIN CLEAR1' - 6" (PULL SIDE)

CLOSER AND LATCH

1' - 0" (PUSH SIDE) MINCLEAR IF DOOR HAS

DOOR OPENING LOCATION

A. DOORS SHOWN ADJACENT TO A FLANKING WALL OR OTHER FIXED OBSTRUCTION, SHALL BE LOCATED AS SHOWN ABOVE.

B. OTHER LOCATIONS SHALL BE ON CENTERLINE OF ROOM OR AS SPECIFICALLY DIMENSIONED.

101X

VISION PANEL OR LOUVER ACCESSORY

POWER OPERATOR

DOOR LEGEND

DOOR NOTES

1. CONTRACTORS TO USE THE ARCHITECT'S FLOOR PLAN DESIGNATION DOOR NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING SCHEDULE SUBMITTALS.

1

RATED OR NON-RATED

100 SQ IN MAX

6"

4"

33”

MA

X

43”

WINDOW FILMON WINDOW -EXCEPT BOTTOM6"

NEW OPENING CUT INEXISTING DOOR -NEW LITE FRAME

A1FLUSHSINGLE

2" 5/8"

PA

RT

N

SC

HE

D1

/2"

1 1

5/1

6”

1 1

5/1

6”

VA

RIE

S

APPLIED STOP AT GLAZING

TYPICAL -

HOLLOW METAL

1

DEMOLITION NOTES

DEMOLITION LEGEND

INDICATES WALLS TO BE REMOVED (WALLS EXTEND TO ABOVE CEILING TYP)

MILLWORK, DOORS, ETC. TO BE REMOVED, TYP SEE DEMOLITION NOTES FOR SPECIFIC INFORMATION

CONCERNING ITEMS INDICATED

DOOR AND/OR FRAME TO BE REMOVED. SEE DEMOLITION NOTES FOR SPECIFIC INFORMATION ABOUT OPENINGS

1. INDICATES PHOTOGRAPH ON THIS SHEET ILLUSTRATING SOME EXISTING CONDITIONS, WITH NOTES

D#

2. REMOVE GYPSUM BOARD ON EXISTING WALL FRAMING AS NECESSARY FOR REMOVAL OF DEVICES NOTED IN MEP DEMOLITION DRAWINGS, AND AS NECESSARY FOR NEW DEVICE(S) INSTALLATION.

3. ALL SURFACE MOUNTED CORNER GUARDS SHALL BE REMOVED. APPROXIMATE LOCATIONS ARE AT THE NEW LOCATIONS INDICATED ON THE FINISH PLAN. SEE ALSO DEMOLITION LEGEND

4. DEMOLITION PLAN INDICATES SPECIFIC DEMOLITION FOR REMODEL. REFER TO FINISH DEMOLITION PLAN FOR EXISTING FINISHES TO BE REMOVED

5. DEMOLITION SHALL INCLUDE REMOVAL OF ALL FLOORING ADHESIVES DOWN TO CONCRETE SLAB, READY FOR FINAL PREP AND FINISH

+8'-6"

1' - 6"

+8'-6"

PC

NEW CEILINGSYSTEM INTHIS ROOM

EXISTING WALL REMOVEDTO 8'-0". FINISH WALL TOCREATE NEW BULKHEAD -SEE A2.01/08

ETR

ETR

ETR

ETR

TYPICAL: 12 GA AT LAY-IN CLNG OR 8 GA AT GYP BD CLG VERTICAL HANGER WIRE AT 4'-0" EA WAY W/ MIN 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE TYPICAL (8" OUT FROM WALL TYP)

12 GA AT LAY-IN CLG OR 8 GA AT GYP BD CLG BRACING WIRE W/ MIN 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE TYP PROVIDED ORIENTED 90 TO EACH OTHER AT 12'-0" OC 1ST POINT 6' FROM EACH WALL

COMPRESSION STRUTS: 1 1/2" DEEP 20 GA WALL STUD ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLT AND TO STRUCTURE WITH 3/16" DIAMETER POWER-DRIVEN FASTENER. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE

MAIN RUNNER

CROSS RUNNER

2" (MAX) FROM BRACING WIRES TO CROSS RUNNERS

CEILING FIXTUR

E 45

°

MAX (TYP)

12 GA AT LAY-IN CLG OR 8 GA AT GYP BD CLNG WIRE ATTACHED TO OPPOSING CORNERS AT FIXTURES DIAGONAL

1. PROVIDE CEILING GRID SYSTEMS IN ACCORDANCE WITH ICC-ES-1222 (OR OTHER MANUFACTURER'S EQUAL REPORT) FOR STEEL GRID CEILING SYSTEMS, AND PROVISIONS OF ASTM C635 AND ASTM C636, AND MANUFACTURER'S RECOMMENDATIONS FOR SEISMIC ZONE

2. ALL LATERAL SUPPORTS MUST BE LOCATED A MIN OF 6" (152mm) FROM HORIZONTAL UNBRACED PIPES AND DUCTWORK.

3. VERTICAL STRUTS FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL LOAD INDUCED BY THE BARRIER WIRES.

4. THE VERTICAL STRUTS AT HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" (3658mm) OC IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 6'-0" (1830mm) FROM EACH WALL.

NOTES

DOOR HARDWARE:

GROUP 01: RELOCATED DOOR D2 - DOOR 1703 - HINGES (EXISTING)1 - STOREROOM LOCKSET (NEW)1 - ELECTRIC STRIKE (NEW)1 - CARD READER (DIVISION 27 - NEW)1 - WALL STOP (RELOCATED)1 - KICKPLATE (NEW)1 - POWER SUPPLY

DESIGN INTENT:INTENT IS TO MATCH EXISTING SARGENT HARDWAREIN FACILITY (FIELD VERIFY)

GROUP 02: RELOCATED DOOR D1 - DOOR 1873 - HINGES (EXISTING)1 - PASSAGE LOCKSET (NEW)1 - WALL STOP (EXISTING - RELOCATED)1 - KICKPLATE (NEW)

TABLE AND CHAIRSVENDOR FURNISHED /INSTALLED

MONITOR / BRACKET:BRACKET OF/CIMONITOR OF/OI

DASHED FRAMING FOR PAIR (DOUBLE) OF DOORS - REF FRAMING DETAILS A3.01H FOR TRACK AND STUD NOTES

GYP BOARD

HOLLOW METAL FRAME

SEALANT AT PERIMETER OF FRAME TO MATCH FRAME PAINT COLOR

REF FRAMING DETAILS A3.01H FOR TRACK AND STUD NOTES

GYP BOARD

HOLLOW METAL FRAME

SEALANT AT PERIMETER OF FRAME TO MATCH FRAME PAINT COLOR

CABINETS ANDCOUNTERTOPS TOBE REMOVED

TACKSURFACETO BE REMOVED

TALL CABINETSTO BE REMOVED

TALL CABINETSTO BE REMOVED

SHELVING ANDBACKER BOARDSTO BE REMOVED

DOOR / FRAME TO BE REMOVED

1. 'ACPD' - ACOUSTICAL PANEL CEILING SYSTEM TO BE REMOVED

'GPSA' - GYPSUM BOARD REMOVAL ON WALLS IN THIS ROOM AS NECESSARY FOR UTILITY WORK IN WALL CAVITY. COORDINATE EXTENT WITH UTILITY DRAWINGS (NOT ALL LOCATIONS ARE NOTED)

'VCTD' - VCT FLOORING WITH RUBBER BASE TO BE REMOVED 'CGD' - VINYL CORNER GUARD TO BE REMOVED. SEE DEMOLITION NOTE 3 FOR ADDITIONAL LOCATIONS.

'DR' - DOOR & FRAME TO BE REMOVED. SALVAGE DOOR AND HARDWARE TO THE OWNER.

'MWCD' - MILLWORK CABINETS AND / OR COUNTERTOP TO BE REMOVED - NO SALVAGE

DEMOLITION KEYED NOTES

LIGHT FRAMESWood Beads for Light Openings in Wood Doors:1. Description: Manufacturer's standard wood beads and profile.

2. Material and Finish: Same veneer species and finish as door faces.3. Glass: As specified in Division 08 Section "Glazing".

B. Openings: Cut and trim openings through salvaged door.1. Light Openings: Trim openings with moldings of material and profile indicated.2. Glazing: Factory install glazing in doors indicated to be factory finished. Comply with applicable requirements in Division 08 Section "Glazing".

4 7/8"

MIN3"

6"

CLG AS SCHED

5/8" GYP BD ON MTL STUDS

EXISTING 3 5/8" MTL STUDS

B.O. FINISHEDBULKHEAD AT8'-0"

PROVIDE NEW 6" FRAMINGAS NECESSARY TO SUPPORTTHE EXISTING WALLTOP TRACK

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

OT

DA

TE

:

ISSUE

© 2017 HKS ARCHITECTS, INC.

TE

MP

LA

TE

VE

RS

ION

:

HKS ARCHITECTS, INC.

SALT LAKE CITY, UT. 84101

ARCHITECT

90 SOUTH 400 WEST, SUITE 110

INTERMOUNTAIN HEALTHCARE

SALT LAKE CITY, UTAH 84111

OWNER

36 SOUTH STATE STREET

Inte

rmo

un

tain

Syra

cu

se

Clin

ic

Wo

rkro

om

& F

inis

he

s

SPECTRUM ENGINEERS

SALT LAKE CITY, UTAH 84111

MECHANICAL ENGINEER

324 SOUTH STATE STREET, SUITE 400

745

SO

UT

H 2

000

WE

ST

, S

YR

AC

UA

SE

, U

TA

H

SINE SOURCE ENGINEERING

LOGAN, UTAH 84321

ELECTRICAL ENGINEER

95 WEST GOLF COURSE RD, SUITE 102

9/2

9/2

02

1 4

:36:3

7 A

M

A2.01

PLANS /

SCHEDULES

8/13/2021

24751.000

CONSTRUCTION

DOCUMENTS

3.0

.0.2

0170

62

3

1/8" = 1'-0"01 MAIN FLOOR PLAN1/8" = 1'-0"02 DEMOLITION PLAN

DOOR SCHEDULE

DO

OR

NU

MB

ER

WID

TH

HE

IGH

T

DO

OR

TY

PE

FR

AM

E T

YP

E

MATERIALS AND FINISHES

DO

OR

RA

TIN

G

DETAILS

GLA

ZIN

G T

YP

E

HA

RD

WA

RE

CO

MM

EN

TS

DO

OR

MA

TE

RIA

L

FR

AM

E M

AT

ER

IAL

HE

AD

JA

MB

SIL

L

170 3' - 0" 7' - 0" A1 1 ETR HOLLOW METAL - A2.01/06 A2.01/07 - - 01 RELOCATED DOOR D2

182 3' - 0" 7' - 0" A1 1 ETR HOLLOW METAL - A2.01/06 A2.01/07 - - 02 RELOCATED DOOR D1

1/8" = 1'-0"03 REFLECTED CEILING PLAN1 1/2" = 1'-0"05CEILING GRID ATTACHMENT

FOR SEISMIC CONDITION

PLANNORTH

PLANNORTH

PLANNORTH

1/8" = 1'-0"04 FURNITURE / EQUIPMENT PLAN

PLANNORTH

3" = 1'-0"06INTERIOR DOOR

HEAD DETAIL - HOLLOW METAL

3" = 1'-0"07INTERIOR DOOR

JAMB DETAIL - HOLLOW METAL

1/4" = 1'-0"D1 DEMO PICTURE 11/4" = 1'-0"D2 DEMO PICTURE 2

1/4" = 1'-0"D3 DEMO PICTURE 3

1/4" = 1'-0"D4 DEMO PICTURE 4

REFLECTED CEILING NOTES1. 'ETR' INDICATES EXISTING CEILING SYSTEM TO REMAIN

DOOR SCHEDULE NOTES1. 'ETR' INDICATES EXISTING MATERIAL TO REMAIN / BE RELOCATED / REUSED

2. COORDINATE EXISTING DOOR HINGE LAYOUT WITH NEW HOLLOW METAL DOOR FRAMES

2. PROVIDE CONTINUOUS 2-1/2" SOUND ATTENUATION BATT INSULATION ON NEW LAY-IN CEILING SYSTEM, IN ENTIRE ROOM. TURN UP ADJACENT WALLS 2" MINIMUM (NOT OVER LIGHTS)

1 1/2" = 1'-0"08 WALL / BULKHEAD DETAIL

3. REPLACE CEILING TILES DAMAGED BY DATA WIRE INSTALLATION / REMOVAL

NO. DESCRIPTION DATE

1 ADDENDUM 3 9/28/21

1

HSK

190

EXAM

192EXAM

194

EXAM

196

EXAM

1108

EXAM

1110CALL CENTER

1114

CLINIC MGR

1116

RECEPTION

114

COPY

116CORRIDOR

118

TREATMENT

1104

TREATMENT

1106

PAT TOIL

1102

PAT TOIL

1100

MA STATION

198

TREATMENT

184

EXAM

186

WORKROOM /

CONF

182

CORRIDOR

188

INTAKE

1112

CORRIDOR

142

CO

RR

IDO

R

15

8

MA STATION

143

CO

RR

IDO

R

17

2

CO

RR

IDO

R

18

0

OFFICE

178

OFFICE

176

SUPPLY

170

OFFICE

168

SOILED HOLD

166

STAFF TOIL

164

BREAK

162

VEST

160EXAM

152

EXAM

154

EXAM

156

CO

RR

IDO

R

14

4

EXAM

146

EXAM

148

EXAM

150

EXAM

138

EXAM

140

CO

RR

IDO

R

13

2

EXAM

134

EXAM

136LAB

130

DRAW

128

INTAKE

126

INTAKE

124

CONTROL

122

RADIOLOGY

120

MECH

100

WAIT

110

ELEC / DATA

102

CORRIDOR

104

PUBLIC TOIL

108

PUBLIC TOIL

106

VEST

112

IPT01SV01SV01

IPT01CP01CPB01

IPT01

CLERESTORY AREA PLAN

IPT02

IPT

02

IPT

03

IPT

03

IPT01 ON ALL WALLS

TS

-1

DASHED LINE INDICATESEXTENT OF NEW WALLPROTECTION IN THESE2 ROOMS

1

PATCH EXISTINGCARPET / BASEAT REMODELAREAS

LEVELING COMPOUND

CARPETSHEET VINYL FLOORING

VINYL / RUBBER MOULDINGS

FLOOR TRANSITIONS SCALE: HALF

MANNINGTON 'FUSION' RUBBERTRANSITION STRIP - NO SUBSTITUTIONS

TYPE TS-1

CENTERLINE DOOR &

THRESHOLD

1/4" CARPETEXISTING VINYL TILE

CENTERLINEDOOR &

THRESHOLD

TYPE FT-14

VCTD

CPTD

CPTD

ROLLER SHADEREMOVAL FORFINISH WORK -SEE PICTURE F1

REMOVE CARPET / BASE AS NECESSARYFOR NEW CONSTRUCTION

'VCTD' - VCT FLOORING WITH RUBBER BASE TO BE REMOVED

'CPTD' - CARPET FLOORING / CARPET BASE TO BE REMOVED 'CGD' - ADHESIVE APPLIED VINYL CORNER GUARD TO BE REMOVED

FINISH DEMOLITION KEYED NOTES

DEMOLITION SHALL INCLUDE REMOVAL OF ALL FLOORING ADHESIVESOWN TO CONCRETE SLAB, READY FOR FINAL PREP AND FINISH

1

ROLLER SHADES TO BEREMOVED / REPLACEDTO ALLOW PAINTING THEWALL RETURNS INTO THEWINDOWS

WALL PROTECTION SCHEDULE SCALE: 3" = 1' - 0"

WP

BASE AS SCHEDULED

FLOOR

WALL PROTECTION

FINISH FLOOR

DRAWING DESIGNATION

- 42" AFF TO TOP - UNLESS NOTED OTHERWISE

WALL PROTECTION ISPLACED AFTER COVEDVINYL FLOORING ISINSTALLED

WALL PROTECTIONRUNS UNDER WINDOWSILLS, TYP

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

OT

DA

TE

:

ISSUE

© 2017 HKS ARCHITECTS, INC.

TE

MP

LA

TE

VE

RS

ION

:

HKS ARCHITECTS, INC.

SALT LAKE CITY, UT. 84101

ARCHITECT

90 SOUTH 400 WEST, SUITE 110

INTERMOUNTAIN HEALTHCARE

SALT LAKE CITY, UTAH 84111

OWNER

36 SOUTH STATE STREET

Inte

rmo

un

tain

Syra

cu

se

Clin

ic

Wo

rkro

om

& F

inis

he

s

SPECTRUM ENGINEERS

SALT LAKE CITY, UTAH 84111

MECHANICAL ENGINEER

324 SOUTH STATE STREET, SUITE 400

745

SO

UT

H 2

000

WE

ST

, S

YR

AC

UA

SE

, U

TA

H

SINE SOURCE ENGINEERING

LOGAN, UTAH 84321

ELECTRICAL ENGINEER

95 WEST GOLF COURSE RD, SUITE 102

9/2

9/2

02

1 4

:36:3

8 A

M

A2.02

FINISH PLAN /

FINISH MATERIALS

8/13/2021

24751.000

CONSTRUCTION

DOCUMENTS

3.0

.0.2

0170

62

3

1/8" = 1'-0"01 FINISH PLAN

FINISH MATERIALS SCHEDULE

FINISHCODE DESCRIPTION MANUFACTURER STYLE/COLOR NOTES

ACT-1 ACOUSTICAL CEILING TILE USG STYLE: ECLIPSE, 24"X24", WHITE, TEGULAR EDGE, 15X16"HEAVY DUTY GRID SYSTEM, WHITE

WP WALL PROTECTION CONSTRUCTIONSPECIALTIES

COLOR: PEARL REFER TO WALL PROTECTION SCHEDULE FORHEIGHTS

CP01 CARPET TILE SHAW CONTRACT COLLECTION: BEYOND THE FOLD STYLE: EXPAND TILE5T059 COLOR: LEATHER 59763

TYPICAL CARPET TILE; 'BOXED IN' INSTALLATIONMETHOD

CPB01 CARPET BASE, 4", WITHEDGE TRIM

SHAW CONTRACT STYLE: HIGHLIGHT, COLOR: PORTABELLA (MATCHINGSEWN EDGE TRIM)

TYPICAL CARPET BASE

SHV-1 SHEET VINYL MANNINGTON STYLE: BIOSPEC SR, COLOR: BEDROCK 67369 TYPICAL SHEET VINYL

SHVB-1 INTEGRAL COVE BASE MANNINGTON STYLE: BIOSPEC SR, COLOR: BEDROCK 67369, 4" HIGH INTEGRAL BASE AT SHV-1

IPT01 PAINT SHERWINWILLIAMS

STYLE/COLOR: SHERWIN WILLIAMS PURE WHITE SW7005

TYPICAL PAINT FOR WALLS AND DOOR /WINDOW FRAMES

IPT02 PAINT SHERWINWILLIAMS

STYLE/COLOR: SHERWIN WILLIAMS WORLDLY GREY SW7043

GREY ACCENT PAINT

IPT03 PAINT SHERWINWILLIAMS

STYLE/COLOR: SHERWIN WILLIAMS DISTANCE, SW 6243 BLUE ACCENT PAINT

TS-1 TRANSITION STRIP - SHEETVINYL / CARPET

MANNINGTON 'FUSION' RUBBER STRIP - NO SUBSTITUTIONS COORDINATE STRIP HEIGHT WITH CARPETHEIGHT

FINISH PLAN NOTES1. FLOORING TRANSITIONS ARE NOTED AND DETAILED. SEE PLAN

1/8" = 1'-0"01D FINISH DEMOLITION PLAN

1/4" = 1'-0"F1 ROLLER SHADES

PLANNORTH

PLANNORTH

1

1

1

1

1

1

NO. DESCRIPTION DATE

1 ADDENDUM 3 9/28/21

1. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN

ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS

AND PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF

FUNDAMENTALS, OR THE APPLICABLE STANDARDS ADOPTED BY THE

SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL

ASSOCIATION, (SMACNA).

2. TRANSITION ALL NEW DUCTWORK TO CONNECT TO EXISTING, AS

REQUIRED.

3. DUCTWORK SHALL BE GALVANIZED STEEL THROUGHOUT,

FABRICATED AND INSTALLED SO THAT NO VIBRATION OR NOISE

RESULTS. IT SHALL BE MADE FROM THE BEST GRADE OF GALVANIZED

MILLED STEEL SHEETS OF U.S. STANDARD GAUGE AND BE FREE FROM

BLISTERS, SLIVERS, AND PITS. ALL SEAMS SHALL BE AIRTIGHT, THE

CONSTRUCTION OF ALL DUCTWORK, INCLUDING GAUGES OF METAL,

BRACING LAYOUT, ETC., SHALL BE IN ACCORDANCE WITH SMACNA.

SLEEVES FOR FIRE DAMPERS AND DUCT SECTIONS FORMING AN

EXTENSION OF THE FIRE WALL SHALL BE 10 GAUGE STEEL.

4. SEAL DUCTWORK ACCORDING TO THE FOLLOWING SMACNA DUCT

SEALING CLASS:

5. HANGERS FOR DUCTS UP TO 18" IN WIDTH OR DIAMETER SHALL BE

PLACED ON NOT MORE THAN 8 FOOT CENTERS. DUCTS 19" AND OVER

IN WIDTH OR DIAMETER SHALL BE SUPPORTED ON NOT MORE THAN 4

FOOT CENTERS. DUCT HANGERS SHALL BE CONSTRUCTED OF

GALVANIZED BAND IRON 1-1/8" FOR DUCTS UP TO 36" IN WIDTH OR

DIAMETER. HANGERS SHALL EXTEND DOWN SIDES AND A MINIMUM OF

1" UNDER RECTANGULAR DUCTS, AND WRAP COMPLETELY AROUND

ROUND DUCTS. ALL DUCTS SHALL BE RIGIDLY SUPPORTED.

6. ALL DUCTWORK SHALL BE CLEANED PRIOR TO THE INSTALLATION OF

CEILING AND DIFFUSERS. OPERATE FANS TO BLOW OUT DUCTWORK.

7. RECTANGULAR LOW-PRESSURE SUPPLY AND RETURN AIR DUCTWORK

SHALL BE LINED WITH 1" FACED FIBERGLASS INSULATION SECURELY

BUTTONED OR LAPPED AND SEALED. INSULATION SHALL BE 1-1/2

POUND DENSITY.

8. OUTDOOR DUCTWORK EXPOSED TO THE WEATHER SHALL BE LINED

WITH MINIMUM R-5 FACED FIBERGLASS INSULATION SECURELY

BUTTONED OR LAPPED AND SEALED, AND SHALL BE FITTED WITH A

0.016 EMBOSSED ALUMINUM JACKET POP RIVETED FOR A

WEATHERPROOF FIT.

9. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE CLEAR AREA

AND SHALL BE INCREASED TO ACCOMMODATE INSULATION. DUCT

LINER TO BE BY KNAUF GmbH, JOHN-MANSVILLE OR SCHULLER

INTERNATIONAL.

MECHANICAL IDENTIFICATION METAL DUCTWORK

MECHANICAL SPECIFICATIONSDUCTWORK ACCESSORIES

MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS

VIBRATION ISOLATION AND SEISMIC BRACING

1. ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING MUST BE

VIBRATION ISOLATED AND SEISMICALLY BRACED FOR THE SITE

SPECIFIC SEISMIC DESIGN CATEGORY AND SEISMIC USE GROUP, IN

ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF THE IBC, UBC,

ASHRAE, AND SMACNA. PROVIDE SEISMIC PRODUCTS BY

AMBER-BOOTH OR MASON INDUSTRIES.

2. IN GENERAL, PROVIDE SPRING MOUNTS TO ATTENUATE LOW

FREQUENCY SOUND AND VIBRATION AND NEOPRENE PADS TO

ATTENUATE HIGH FREQUENCY SOUND AND VIBRATION. SEISMIC

BRACING/MOUNTING CAN BE COMBINED WITH VIBRATION ISOLATION

AS APPLICABLE.

3. CONTRACTOR MANUFACTURED SEISMIC BRACING/RESTRAINT

METHODS ARE NOT ACCEPTABLE. PROVIDE A SIGNED AND STAMPED

LETTER FROM A PROFESSIONAL ENGINEER CERTIFYING THAT THE

SUPPLIED PRODUCTS ARE CORRECT FOR THE APPLICATION AND THAT

THE INSTALLATION IS IN COMPLIANCE WITH ALL APPLICABLE CODES.

1. PIPE INSULATION TO BE SNAP-ON GLASS FIBER TYPE WITH VAPOR

JACKET. SEAL ALL ENDS AND JOINTS TO PROVIDE A COMPLETELY

SEALED SYSTEM. ALTERNATIVELY, USE FLEXIBLE UNICELLULAR ASTM

534 TYPE 1 INSULATION. USE 1" THICKNESS FOR PIPE UP TO 2"∅, AND

1 1/2" FOR PIPE OVER 2"∅

2. WRAP ALL SUPPLY AND RETURN DUCTWORK WITH 2" THICK FOIL

FACED FIBERGLASS INSULATION. 75 LB WRAP INSULATION TIGHTLY

ON THE DUCT WITH ALL CIRCUMFERENTIAL JOINTS BUTTED AND

LONGITUDINAL JOINTS OVERLAPPED A MIN. OF 2". COVER ALL JOINTS

WITH FOIL-REINFORCED 'KRAFT' TAPE, 3" WIDE.

3. OUTDOOR DUCTWORK EXPOSED TO THE WEATHER SHALL HAVE 2 1/2"

INSULATION 75 LB AND SHALL BE FITTED WITH 0.016 EMBOSSED

ALUMINUM JACKET POP-RIVITED FOR A TIGHT WEATHERPROOF FIT.

MECHANICAL INSULATION

GRILLES, DIFFUSER AND LOUVERS

1. FLEXIBLE DUCTWORK:

THE FINAL 5 FOOT CONNECTION TO GRILLES AND DIFFUSERS IN LAY-IN

CEILINGS, OR TO FLOOR MOUNTED GRILLES, MAY BE MADE WITH

FLEXIBLE DUCT, FLEXMASTER TYPE 5M ONLY. ENDS SHALL BE

SEALED.

2. SQUARE/RECTANGULAR ELBOWS SHALL BE PROVIDED WITH TURNING

VANES.

3. PROVIDE FLEXIBLE CONNECTIONS NOT LESS THAN 4" WIDE

CONSTRUCTED OF HEAVY, WATERPROOF, WOVEN PLASTIC COATED

GLASS FABRIC AT SUPPLY AND RETURN CONNECTIONS TO

FURNACES, AIR HANDLING, ROOFTOP, MAKE-UP AIR OR FAN-COIL

UNITS. CORNERS SHALL BE SEWN TIGHT. CONNECTIONS SHALL BE 20

OUNCE VENTFABRICS OR EQUAL.

4. COMBINATION FIRE AND SMOKE DAMPERS OR FIRE DAMPERS IN

DUCTWORK THROUGH ALL FLOORS AND FIRE WALLS SHALL BE

FURNISHED AND INSTALLED AS REQUIRED TO CONFORM TO THE

LATEST NFPA BULLETIN CONCERNING THIS TYPE OF BUILDING AND

SHALL BEAR THE U.L. LABEL. DAMPERS, COMPLETE WITH MOUNTING

ANGLES, SHALL BE MULTI-BLADE, FUSIBLE LINK, SPRING ACTING WITH

11 GAUGE SLEEVE. FUSIBLE LINK SHALL BE RATED AT 165°F.

5. DUCT MOUNTED BALANCING DAMPERS SHALL BE USED TO CONTROL

SUPPLY AIR TO EACH DIFFUSER AND GRILLE. AN OPERATING HEAD

SHALL BE PLACED ON THE SIDE OF THE DUCT WITH A POSITIVE

LOCKING QUADRANT. DAMPERS SHALL BE PROVIDED IN RETURN AND

EXHAUST AIR DUCTS WHERE SHOWN ON DRAWINGS. COORDINATE

THE LOCATION OF CEILING ACCESS PANELS.

6. PROVIDE CEILING ACCESS DOORS AT ALL LOCATIONS OF BALANCING

DAMPERS, FIRE DAMPERS, FIRE/SMOKE DAMPERS, VALVES, ETC.,

WHERE THERE IS NOT A LIFT-OUT TYPE CEILING. ACCESS DOORS

SHALL BE HINGED OF METAL CONSTRUCTION WITH SCREWDRIVER

LATCHES.

7. AT FIRE DAMPERS, A DUCT MOUNTED SHEET METAL HINGED DOOR

SHALL BE PROVIDED AND INSTALLED WITH POSITIVE LOCKING

HANDLE. WHERE DUCTS ARE INSULATED, COVERS SHALL BE

INSULATED.

8. GRAVITY OR BACKDRAFT DAMPERS SHALL BE ALL ALUMINUM

CONSTRUCTION, INTERCONNECTED AND BLADED, PRESSURE DROP

THROUGH DAMPERS SHALL NOT EXCEED 0.04 INCH W.G.

(CONCEALED DUCTWORK)

(EXPOSED DUCTWORK)

CONDITIONED SPACES A A B B

CONDITIONED SPACES

UNCONDITIONED SPACES

DUCT LOCATION

OUTDOORS

>2in. Wg.

DUCT TYPE

<2in. Wg.

C

B

A

B

A

A

SUPPLYRETURNEXHAUST

B

B

A

B

B

A

1. PIPE MARKERS:

PLASTIC TAPE: PROVIDE MANUFACTURER'S STANDARD

COLOR-CODED PRESSURE-SENSITIVE (SELF ADHESIVE) VINYL TAPE,

NOT LESS THAN 3 MILS THICK. 1-1/2" WIDE TAPE MARKERS ON PIPES

WITH OUTSIDE DIAMETERS LESS THAN 6" (INCLUDING INSULATION, IF

ANY); 2-1/2" WIDE TAPE FOR LARGER PIPES.

2. DUCT MARKERS:

PROVIDE MANUFACTURER'S STANDARD LAMINATED PLASTIC; COLOR

CODED DUCT MARKERS.

3. COLOR:

COMPLY WITH ANSI A13.1

4. LETTERING:

MANUFACTURER'S STANDARD PRE-PRINTED NOMENCLATURE WHICH

BEST DESCRIBES PIPING OR DUCT SYSTEM IN EACH INSTANCE OR AS

SELECTED BY ARCHITECT OR ENGINEER IN CASES OF VARIANCE

WITH NAMES AS SHOWN.

5. ARROWS:

PRINT EACH MARKER WITH ARROWS INDICATING DIRECTION OF

FLOW.

6. VALVE TAGS:

PROVIDE PLASTIC LAMINATE VALVE TAGS: MANUFACTURER'S

STANDARD 3/32" THICK ENGRAVED TAGS WITH PIPING SYSTEM

ABBREVIATION IN 1/4" HIGH LETTERS AND SEQUENCED VALVE

NUMBERS 1/2" HIGH, WITH 5/32" HOLE FOR FASTENER. PROVIDE 1-1/2"

SQUARE BLACK TAGS WITH WHITE LETTERING.

7. VALVE TAG FASTENERS:

PROVIDE MANUFACTURER'S STANDARD SOLID BRASS CHAIN (WIRE

LINK OR BEADED TYPE), OR SOLID BRASS S-HOOKS OF THE SIZED

REQUIRED FOR PROPER ATTACHMENT OF TAGS TO VALVES, AND

MANUFACTURED SPECIFICALLY FOR THAT PURPOSE.

1. ALL GRILLES, DIFFUSERS, AND REGISTERS SHALL BE COMPLETE WITH

FRAMES AND RUBBER GASKETS. FINISH FOR ALL REGISTERS,

DIFFUSERS, AND GRILLES SHALL BE WHITE.

2. MANUFACTURERS:

A. KRUEGER

B. TITUS

C. PRICE

D. NAILOR

THE FOLLOWING KRUEGER PRODUCTS SHALL BE USED AS A

REFERENCE:

3. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS,

AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN,

ELECTRICAL LIGHTING LAYOUT, AND ARCHITECTURAL ELEVATIONS.

4. LOUVERS SHALL HAVE MINIMUM FREE AREA AND MAXIMUM PRESSURE

DROP AS LISTED IN THE SCHEDULES. LOUVER SHALL HAVE FRAME

AND SILLS COMPATIBLE WITH ADJACENT SUBSTRATE AND FIT

ACCURATELY FOR WEATHERPROOF INSTALLATION. LOUVERS SHALL

BE COMPLETE WITH 1/2" MESH ANODIZED ALUMINUM BIRD SCREEN.

1. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO

CONSTRUCT A COMPLETE, OPERATIONAL HVAC SYSTEM FOR THE ENTIRE

PROJECT AS SHOWN ON THESE DRAWINGS, INCLUDING ALL NECESSARY

FEES AND PERMITS.

2. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF

THE MOST RECENTLY ADOPTED BUILDING CODE, MECHANICAL CODE,

PLUMBING CODE, ELECTRICAL CODE, AND ALL OTHER APPLICABLE CITY,

COUNTY, SCHOOL DISTRICT, STATE, AND FEDERAL CODES AND

REGULATIONS IN EFFECT AT THE DATE OF THE BID. CONFORM TO ANY

CODES, RULES, REGULATIONS AND REQUIREMENTS THAT THE PROJECT

OWNER HAS.

3. PRIOR TO FABRICATION AND INSTALLATION, COORDINATE THE

INSTALLATION OF ALL HVAC PIPING, DUCTWORK, AND EQUIPMENT WITH

PLUMBING PIPING, PLUMBING EQUIPMENT, REFRIGERATION TRENCHES AND

PIPING, FIRE PROTECTION PIPING AND ALL OTHER TRADES INCLUDING BUT

NOT LIMITED TO: THE MECHANICAL CONTRACTOR, REFRIGERATION

CONTRACTOR, ELECTRICAL CONTRACTOR, FIRE PROTECTION

CONTRACTOR, GENERAL CONTRACTOR, AND ANY CONTRACTOR HIRED

DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE

RESOLVED PRIOR TO INSTALLATION.

4. THE DRAWINGS SHOW THE GENERAL DESIGN, ARRANGEMENTS AND THE

EXTENT OF THE SYSTEM. IT SHALL BE THE WORK OF THE CONTRACTOR TO

MAKE SUCH SLIGHT ALTERATIONS AS MAY BE NECESSARY TO MAKE THE

SYSTEM COMPLETE AND OPERATIONAL IN ACCORDANCE WITH THE DESIGN

INTENT. MAJOR DEVIATIONS SUCH AS CHANGES IN COMPONENT SIZES,

WEIGHTS, QUANTITIES, OR MATERIAL REQUIRE PRIOR APPROVAL BY THE

CONSULTING ENGINEER.

5. ALL HVAC INFORMATION IS NOT SHOWN ON THE HVAC DRAWINGS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INFORMATION

ON ALL OTHER CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL,

STRUCTURAL, MECHANICAL, ELECTRICAL AND REFRIGERATION DRAWINGS.

6. THE WORKING DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THE SMALL

SCALE OF THE DRAWINGS, THEY DO NOT SHOW EVERY OFFSET, BEND OR

ELBOW NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE

PROVIDED. ALL LOCATIONS FOR HVAC EQUIPMENT AND PIPING SHALL BE

CHECKED AND COORDINATED WITH THE ARCHITECTURAL, MECHANICAL,

STRUCTURAL AND ELECTRICAL DRAWINGS.

7. SPACE ABOVE ALL CEILINGS IS LIMITED. CAREFUL COORDINATION IS

REQUIRED WITH ALL TRADES BEFORE ANY PIPE, DUCT, OR EQUIPMENT IS

ORDERED AND/OR INSTALLED. ANY CONFLICTS AND/OR CHANGES FOUND

DURING INSTALLATION THAT RESULT FROM LACK OF COORDINATION BY

THE CONTRACTORS DURING THE SHOP DRAWING PROCESS ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

8. 1/8" SCALE SHOP DRAWINGS (SUBMITTED FOR APPROVAL) ARE REQUIRED

FOR ALL DUCTWORK AND PIPING SYSTEMS.

9. THE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO

SUPPLEMENT EACH OTHER AND THEY SHALL BE INTERPRETED AS AN

INTEGRAL UNIT WITH THE ITEMS SHOWN ON ONE AND NOT THE OTHER

BEING FURNISHED AND INSTALLED AS THOUGH SHOWN AND CALLED OUT IN

BOTH.

10. DETAILS: THE CONTRACTOR IS RESPONSIBLE TO REVIEW AND USE WHERE

APPROPRIATE ALL OF THE MECHANICAL DETAILS SHOWN ON THE

DRAWINGS. DETAILS MAY OR MAY NOT BE CALLED OUT ON THE DRAWINGS

WITH SYMBOLS OR KEYED NOTES. ANY CHANGES RESULTING FROM

FAILURE TO INSTALL THE MECHANICAL SYSTEM WITHOUT USING THE

INCLUDED DETAILS IS THE RESPONSIBILITY OF THE CONTRACTOR.

11. PIPING SCHEMATICS: THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE

PIPING SCHEMATICS INCLUDED WITH THE DRAWINGS FOR PIPING

CONNECTIONS TO ALL MECHANICAL EQUIPMENT. THE PIPING SCHEMATICS

SHOW DETAILED CONNECTIONS INCLUDING NECESSARY VALVES, FITTINGS,

PRESSURE AND TEMPERATURE GAUGES, ETC., THAT ARE NOT SHOWN ON

THE PIPING PLANS. ANY CHANGES RESULTING FROM FAILURE TO INSTALL

THE MECHANICAL SYSTEM WITHOUT USING THE INCLUDED PIPING

SCHEMATICS IS THE RESPONSIBILITY OF THE CONTRACTOR.

12. THE STRUCTURE SHOWN ON ALL DETAILS MAY OR MAY NOT PERTAIN TO A

PORTION OR ANY PORTION OF THE BUILDING. COORDINATE MOUNTING

REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

13. ANY PART OF THIS INSTALLATION THAT FAILS, IS UNFIT, OR BECOMES

DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

14. COORDINATE THE RETURN OF ALL MECHANICAL EQUIPMENT REMOVED

DURING DEMOLITION WITH THE OWNER'S REPRESENTATIVE.

15. ALL EQUIPMENT SHALL PROVIDE THE SCHEDULED PERFORMANCE AT THE

SITE ALTITUDE.

16. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE

EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL

FITTINGS, TRANSITIONS, VALVES, DAMPERS, AND OTHER DEVICES AND

ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION.

17. THE DIVISION 23 CONTRACTOR SHALL FURNISH ALL REQUIRED MOTORS.

ALL MOTOR STARTING EQUIPMENT, WHEN NOT A PART OF THE EQUIPMENT,

WILL BE FURNISHED BY THE ELECTRICAL CONTRACTOR.

18. EXISTING INTERIOR PIPING, EQUIPMENT, AND DUCTWORK HAS BEEN

LOCATED IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL

VERIFY LOCATIONS AND POINTS OF CONNECTION AND PIPE ROUTING

THROUGH EXISTING CONDITIONS PRIOR TO COMMENCING WORK. THE

CONTRACTOR SHALL PERFORM THE WORK IN A MANNER THAT WILL CAUSE

A MINIMUM DISRUPTION TO BUILDING TENANT USE AND SHALL COORDINATE

THE WORK WITH THE BUILDING OWNER'S REPRESENTATIVE.

19. THE CONTRACTOR IS RESPONSIBLE FOR HVAC EQUIPMENT CHECK-IN,

SAFEKEEPING, AND DAMAGE.

20. DO NOT ROUTE DUCTS AND PIPES ABOVE ELECTRICAL PANELS. ALL

ELECTRICAL PANELS MUST HAVE CLEAR ACCESS SPACE IN FRONT OF

PANEL 4'-0" DEEP AND 6'-6" HIGH. DO NOT ROUTE DUCTS AND PIPES IN

ELECTRICAL ROOMS, EXCEPT DUCTS AND PIPES SERVING THE ROOM.

21. COORDINATE EXACT LOCATIONS OF CEILING DIFFUSERS AND GRILLES WITH

ARCHITECTURAL REFLECTED CEILING PLAN.

22. ALL FIRE DAMPERS SHOWN ARE 1-1/2 HOUR UNLESS OTHERWISE NOTED.

23. IF CONTRACTOR ENCOUNTERS MATERIAL WHICH MAY CONTAIN ASBESTOS,

IMMEDIATELY STOP WORK IN THIS AREA AND NOTIFY THE OWNER.

24. PROVIDE CEILING ACCESS PANELS AS REQUIRED WHERE MECHANICAL

EQUIPMENT, VALVES, VAV BOXES, FIRE DAMPERS, ETC. ARE LOCATED

ABOVE INACCESSIBLE CEILINGS.

25. ENCLOSE ALL DUCT AND FLUE PENETRATIONS THROUGH 1 HOUR ROOF

ASSEMBLIES WITH 2 SHEET ROCK LAYERS FROM SHEET ROCK CEILING AT

BOTTOM OF ROOF TRUSSES TO ROOF DECK.

26. DO NOT USE STEEL ROOF DECK TO SUPPORT LOADS FROM PIPING,

DUCTWORK OR EQUIPMENT. HANGER LOADS LESS THAN 50 LBS. MAY BE

HUNG FROM THE STEEL ROOF DECK IN CASES WHERE HANGING FROM THE

STEEL ROOF DECK CANNOT BE AVOIDED. THE ATTACHMENT METHOD MUST

DISTRIBUTE THE LOAD ACROSS THE DECK AS APPROVED BY THE

STRUCTURAL ENGINEER.

27. PROPERLY LUBRICATE ALL PIECES OF EQUIPMENT BEFORE TURNING THE

SYSTEM OVER TO THE OWNER.

28. PREPARE 6 COPIES OF SUBMITTALS IN AN INDEXED, LABELED FOLDER

CONTAINING FULL PERFORMANCE, MATERIAL AND INSTALLATION

INFORMATION ABOUT ALL EQUIPMENT, PIPING, COMPONENTS AND

ACCESSORIES TO BE USED. SUBMITTALS WILL BE CHECKED AT MOST

TWICE. TIME SPENT ON SUBSEQUENT SUBMITTALS WILL BE BILLED TO THE

CONTRACTOR BY THE ENGINEER AT ITS CURRENT HOURLY RATES.

29. TWO OPERATING AND MAINTENANCE MANUALS SHALL BE PROVIDED IN

HARD BACK LOOSE LEAF BINDERS. MANUALS SHALL CONTAIN PRODUCT

CUT SHEETS AND OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL

EQUIPMENT, ACCESSORIES, FIXTURES, VALVES, ETC., PROVIDED FOR THE

PROJECT.

1.

GENERAL MECHANICAL NOTESGENERAL MECH. NOTES (CONT.)30. UPON COMPLETION OF THE WORK, REMOVE ALL SURPLUS MATERIALS AND

RUBBISH. MAKE ALL REQUIRED PATCHING AND REPAIRS OF OTHER TRADES'

WORK DAMAGED BY THE MECHANICAL CONTRACTOR, AND LEAVE THE

PREMISES IN A CLEAN, ORDERLY CONDITION.

31. THE DIVISION 23 CONTRACTOR SHALL OPERATE THE SYSTEM AND

DEMONSTRATE ALL ASPECTS TO THE ENGINEER AND/OR OWNER, TO PROVE

ITS OPERATION. ALL FILTERS USED DURING CONSTRUCTION SHALL BE

REPLACED PRIOR TO THE TEST RUN PERIOD.

32. THE DIVISION 23 CONTRACTOR SHALL GUARANTEE THE HVAC SYSTEM FOR A

PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.

33. THE DIVISION 23 CONTRACTOR SHALL, DURING CONSTRUCTION, MAINTAIN A

SET OF AS-BUILT REDLINED RECORD DRAWINGS AT THE PROJECT SITE. ALL

CHANGES IN LAYOUT, ROUTING, EQUIPMENT, COMPONENTS, AND

ACCESSORIES SHALL BE RECORDED. THESE REDLINES SHALL BE GIVEN TO

THE ARCHITECT/ENGINEER AFTER THE FINAL INSPECTION

Nielsen

9799431-2202

Michael

PR

OF

ES

SI O N A L

EN

GIN

EE

R

ST A T E OF U T A

H

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

OT

DA

TE

:

ISSUE

© 2017 HKS ARCHITECTS, INC.

TE

MP

LA

TE

VE

RS

ION

:

HKS ARCHITECTS, INC.

SALT LAKE CITY, UT. 84101

ARCHITECT

90 SOUTH 400 WEST, SUITE 110

INTERMOUNTAIN HEALTHCARE

SALT LAKE CITY, UTAH 84111

OWNER

36 SOUTH STATE STREET

Inte

rmo

un

tain

Syra

cu

se

Clin

ic

Wo

rkro

om

& F

inis

he

s

SPECTRUM ENGINEERS

SALT LAKE CITY, UTAH 84111

MECHANICAL ENGINEER

324 SOUTH STATE STREET, SUITE 400

745

SO

UT

H 2

000

WE

ST

, S

YR

AC

UA

SE

, U

TA

H

SINE SOURCE ENGINEERING

LOGAN, UTAH 84321

ELECTRICAL ENGINEER

95 WEST TOLF COURSE RD, SUITE 102

8/13/2021

8/1

3/2

02

1 0

9:0

4:2

0

C:\U

sers

\ajb

\Do

cu

me

nts

\210

40

1 M

ech

Cen

tral_

ajb

@spectr

um

-eng

inee

rs.c

om

.rvt

M002

MECHANICAL

SPECIFICATIONS

08/13/2021

20-017

CONSTRUCTION

DOCUMENTS

3.0

.0.2

017

062

3

NO. DESCRIPTION DATE

T

T

T1T1

112

11161114

1110

188

1108 196194

192

186

156

154

152

150

148

146

140

138

136

134

1841104

1106

190

178

176

168

170

174

166

158

172

180

143

182

142

144

132

189

198

1102

1100

118

1112

126

110

108106

104

102

100

120

122

128

130

124

162

164

160

114

T2

VESTIBULE

CLINICMANAGER

CALLCENTER

EXAM

CORRIDOR

EXAM EXAMEXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

TREATMENTTREATMENT

TREATMENT

HSK

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

SOILEDHOLDING

CORRIDOR

CORRIDOR

CORRIDOR

MASTATION

STORAGE/MEDS

CORRIDOR

CORRIDOR

CORRIDOR

STATION

MASTATION

PATIENT/SPECIMENTOILET

PATIENT/SPECIMENTOILET

CORRIDOR

INTAKE

INTAKE

WAITING

PUBLICTOILET

PUBLICTOILET

CORRIDOR

ELECTRICAL/DATA

MECHANICAL

RADIOLOGY

CONTROL

DRAW

LAB

INTAKE

BREAK

STAFFTOILET

VEST

RECEPTION COPY

T

T

(E)6

"ø

(E)6

"ø

(E)12"x8"(E)12"x8"(E)8"x8"(E)8"ø

(E)1

6"x

10"

(E)RTU-4

(E)1

6"x

10"

T1T1

112

11161114

1110

188

1108 196194

192

186

156

154

152

150

148

146

140

138

136

134

1841104

1106

190

178

176

168

170

174

166

158

172

180

143

142

144

132

189

198

1102

1100

118

1112

126

110

108106

104

102

100

120

122

128

130

124

162

164

160

114 116

T2

VESTIBULE

CLINICMANAGER

CALLCENTER

EXAM

CORRIDOR

EXAM EXAMEXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

TREATMENTTREATMENT

TREATMENT

HSK

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

SOILEDHOLDING

CORRIDOR

CORRIDOR

CORRIDOR

MASTATION

CORRIDOR

CORRIDOR

CORRIDOR

MASTATION

MASTATION

PATIENT/SPECIMENTOILET

PATIENT/SPECIMENTOILET

CORRIDOR

INTAKE

INTAKE

WAITING

PUBLICTOILET

PUBLICTOILET

CORRIDOR

ELECTRICAL/DATA

MECHANICAL

RADIOLOGY

CONTROL

DRAW

LAB

INTAKE

BREAK

STAFFTOILET

VEST

RECEPTION COPY

(E)6

"ø(E

)6"ø

(E)6

"ø

(E)8

"ø

(E)8

"ø(E

)8"ø

(E)18"x12"

(E)CD150

(E)CD100

(E)CD175 (E)EG

100

(E)EG100

(E)CD100

(E)CD175

(E)CD175

(E)2

0"x

14"

(E)18"x12"

(E)1

8"x

12"

(E)1

8"x

12"

(E)2

2"x

14"

CD110

CD110

CD110

6"ø

WORKROOM

/ CONF

182

NOT IN SCOPE

NOT IN SCOPE

RG0

4

4

4

(E)CD100

(E)CD100

12"x8"

12"x12"

5

(E)6

"ø

(E)6

"ø

(E)10"x6"(E)12"x8"(E)12"x8"(E)8"x8"(E)8"ø

(E)1

6"x

10"

(E)RTU-4

(E)1

6"x

10"

(E)6

"ø(E

)6"ø

(E)6

"ø

(E)8

"ø

(E)8

"ø(E

)8"ø

(E)18"x12"

(E)CD150

(E)CD100

(E)CD175

(E)EG100

(E)EG100

(E)CD100

(E)CD175

(E)CD175

(E)2

0"x

14"

(E)18"x12"

(E)1

8"x

12"

(E)1

8"x

12"

(E)2

2"x

14"

NOT IN SCOPE

NOT IN SCOPE

1

2

3

Nielsen

9799431-2202

Michael

PR

OF

ES

SI O N A L

EN

GIN

EE

R

ST A T E OF U T A

H

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

OT

DA

TE

:

ISSUE

© 2017 HKS ARCHITECTS, INC.

TE

MP

LA

TE

VE

RS

ION

:

HKS ARCHITECTS, INC.

SALT LAKE CITY, UT. 84101

ARCHITECT

90 SOUTH 400 WEST, SUITE 110

INTERMOUNTAIN HEALTHCARE

SALT LAKE CITY, UTAH 84111

OWNER

36 SOUTH STATE STREET

Inte

rmo

un

tain

Syra

cu

se

Clin

ic

Wo

rkro

om

& F

inis

he

s

SPECTRUM ENGINEERS

SALT LAKE CITY, UTAH 84111

MECHANICAL ENGINEER

324 SOUTH STATE STREET, SUITE 400

745

SO

UT

H 2

000

WE

ST

, S

YR

AC

UA

SE

, U

TA

H

SINE SOURCE ENGINEERING

LOGAN, UTAH 84321

ELECTRICAL ENGINEER

95 WEST TOLF COURSE RD, SUITE 102

8/13/2021

8/1

3/2

02

1 0

9:0

4:2

1

C:\U

sers

\ajb

\Do

cu

me

nts

\210

40

1 M

ech

Cen

tral_

ajb

@spectr

um

-eng

inee

rs.c

om

.rvt

M101

LEVEL 1

MECHANICAL

08/13/2021

20-017

CONSTRUCTION

DOCUMENTS

3.0

.0.2

017

062

3

1/8" = 1'-0"2 LEVEL 1 MECHANICAL PLAN

SHEET KEYNOTES

1 REMOVE AND RELOCATE EXISTING THERMOSTAT SERVING SOUTH OFFICES.COORDINATE FINAL LOCATION WITH OWNER AND FURNITURE PLAN.

2 REMOVE EXISTING RETURN AIR GRILL AND BOOT.

3 EXISTING ROOF MOUNTED EXHAUST FAN TO REMAIN.

4 REBALANCE ALL SUPPLY GRILLS IN THIS ZONE TO INDICATED AIRFLOWS.

5 RELOCATED THERMOSTAT SERVING SOUTH OFFICES. COORDINATE LOCATIONWITH OWNER AND FURNITURE PLAN.

1/8" = 1'-0"1 LEVEL 1 MECHANICAL DEMOLITION PLAN

PLANNORTH

PLANNORTH

NO. DESCRIPTION DATE