1/12 slope 1/12 slope imc - homecare relocation remodel

elevator

stair

stair

elec./phone room

janitors closet

E. M

YR

TL

E A

VE

.

AS101

A4

1

ADD 001

4' - 0"

± 1

3' -

8"

UP UP UP

MIN.

5' - 0"± 6' - 0" ± 6' - 0"(ELEVATED SIDEWALK)

12' - 0"

1

ADD 001

NEW RAMPS

MAINTAIN 2% SLOPE IN ANY DIRECTION IN THE ADA STALLS & 2% MAX. CROSS SLOPE ON THE SIDEWALKS

NEW PARKING STALLS STRIPING

(REMOVE, SALVAGE AND RELOCATE EXISTING ADA SIGN POST AND CONCRETE WHEEL STOPS, TO MATCH NEW PARKING LAYOUT)

3200.1

205.0

(SHADED AREA)

226.0

3202.1

1/12 SLOPE 1/12 SLOPE

3202.1

3200.2205.1

205.0

REV DATE DESCRIPTION

VCBO NUMBER:

DATE:

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

VCBO.COM

E

1 2 3 4 5

E

6

C

A

B

D D

C

B

A

1 2 3 4 5 6

4/21

/202

0 7:

30:1

7 A

M

AS101

SITE PLAN & OVERALL PLAN

IMC

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SCALE: 1" = 20'-0"

C1 SITE PLAN - OVERALL

NORTH

NORTH

SCALE: 3/32" = 1'-0"

A4 LEVEL 01 - OVERALL PLAN

1 04/20/2020 ADD 001

KEYED NOTES

KEY VALUE KEYNOTE TEXT

205.0 EXISTING CONCRETE SIDEWALK, PROTECT AS NECESSARY, REPAIR AS REQUIRED

205.1 EXISTING CONCRETE RAMP, PROTECT AS NECESSARY, REPAIR AS REQUIRED

226.0 EXISTING SPRINKLER SYSTEM, PROTECT / RELOCATE SPRINKLER HEAD ASNECESSARY, REPAIR AS REQUIRED

3200.1 4" THICK CONCRETE SIDEWALK WITH SUBBASE


3202.1 CONCRETE RAMP, ADA ACCESSIBLE, 1:12 SLOPE

1

ADD 001

elevator

S S

S S

S S

218.0

218.0

218.0

218.1

218.1

218.0

218.1

218.1

218.1

218.3

218.1

218.1

218.0

221.1

221.1

221.0

228.0

221.0

228.0

228.0221.0

221.1

221.0 221.1

228.0 228.0

221.0

221.1

214.0

214.0

221.1

221.1

221.1

218.1

222.0

223.1

223.0223.0

223.0

223.1

215.1

215.1

215.1

219.1

215.1

224.1

224.1

224.1

224.1

225.1

226.0

227.1

219.1

219.1

224.1

224.1

219.1219.1

219.1

219.1

225.1

225.1

225.1

225.1

225.1

226.0

226.0

226.0

226.0

226.0

226.0

226.0

226.0

227.1

227.1

227.1

227.1

227.1

227.1

227.1

227.1

A

A

B

B

D

D

E

E

1 1

2 2

3 3

4 4

D.2

D.2

C

C

229.1

229.1

221.1221.1

214.0

1

ADD 001

214.0

215.0

1

ADD 001

1

ADD 001

(PREPARE SLAB AS NEEDED FOR WALK-OFF MAT)

1

ADD 001


VCBO NUMBER:

DATE:

524 SOUTH 600 EAST


801.575.8800

VCBO.COM

E

1 2 3 4 5

E

6

C

A

B

D D

C

B

A

1 2 3 4 5 6

4/21

/202

0 7:

19:3

2 A

M

AD110.1

LEVEL 01 - DEMOLITIONPLAN

IMC

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GENERAL DEMOLITION NOTES

1. FIELD VERIFY DIMENSIONS AND CONDITIONS INCLUDING EXISTING UTILITIES PRIOR TO BIDDING. BRING DIFFERING DIMENSIONS AND CONDITIONS TO ARCHITECT'S ATTENTION PRIOR TO BIDDING.

2. A HAZARDOUS MATERIAL SURVEY IS AVAILABLE FROM THE OWNER. ABATEMENT MUST BE COMPLETED PRIOR TO DEMOLITION OF BUILDINGS OR BUILDING ELEMENTS.

3. PROVIDE DUSTPROOF ENCLOSURES AT PERIMETER OF CONSTRUCTION & DEMOLITION FOR PROTECTION OF ADJACENT SPACES.

4. COORDINATE MAINTENANCE OF FIRE EGRESS FOR OCCUPANTS IN EXISTING BUILDING WITH THE OWNER AND FIRE MARSHAL. PROVIDE NECESSARY TEMPORARY WALLS OR ENCLOSURES, EMERGENCY LIGHTS, ETC., FOR THE DURATION OF CONSTRUCTION.

5. BRING TO ARCHITECT'S ATTENTION EXISTING CONDITIONS THAT PRESENT ANY CODE VIOLATIONS, INCORRECT CONSTRUCTION OR SAFETY PROBLEMS.

6. MAINTAIN EXISTING FIRE RATINGS, AND ASSOCIATED FIRE PROTECTION SYSTEMS (I.E. FIRE SPRINKLERS AND FIRE ALARM SYSTEMS) THROUGHOUT CONSTRUCTION. COORDINATE ANY INTERRUPTION TO THESE SYSTEMS WITH THE OWNER AND FIRE MARSHAL. PROVIDE FIRE WATCH REQUIREMENTS ASSOCIATED WITH INTERRUPTIONS TO THESE SYSTEMS.

7. PROTECT EXISTING STRUCTURE, FINISHES, AND SITE ELEMENTS NOT SCHEDULED FOR DEMOLITION. RESTORE DAMAGED ITEMS TO THEIR ORIGINAL CONDITION OR REPLACE AT CONTRACTOR'S EXPENSE.

8. REMOVE AND DISPOSE SELECTIVE DEMOLITION MATERIAL PER CITY REQUIREMENTS.

9. SALVAGE MATERIAL WHERE INDICATED. REMOVE ITEMS FROM CURRENT LOCATIONS & PREPARE FOR TRANSPORT BY THE OWNER.

GENERAL PLAN DEMOLITION NOTES

1. REFER TO ELECTRICAL AND MECHANICAL PLANS FOR REQUIRED ADDITIONAL DEMOLITION

2. MAINTAIN EXISTING FIRE RATINGS THROUGHOUT CONSTRUCTION

3. DO NOT DISTURB EXISTING FIRE RATED ELEMENTS INCLUDING FIREPROOFING. PATCH/REPAIR DAMAGED OR DISTURBED ITEMS.

4. AFTER DEMOLITION, PRIOR TO FINISH, PATCH AND REPAIR EXISTING WALLS TO PROVIDE SMOOTH SURFACE SUITABLE FOR PAINTING OR WALL COVERING.

5. PATCH & LEVEL EXISTING CONCRETE SLABS FOR NEW FINISHES WITH FLOOR LEVELING COMPOUND.

6. FIELD VERIFY AND COORDINATE SAW CUTTING OF THE CONCRETE FLOOR SLAB WITH PLUMBING AND ELECTRICAL.

7. REPLACE SLAB AND TRENCH BY COMPACTING CLEAN GRAVEL IN 8 INCH LIFTS. DRILL #4 EPOXY-COATED REBAR INTO EXISTING SLAB @ 12 INCHES OC. POUR SLAB TO PROVIDE A SMOOTH EVEN FLOOR.

8. WHERE ELECTRICAL CIRCUIT CONTINUITY IS INTERRUPTED, BUT MUST BE MAINTAINED, MAKE NECESSARY MODIFICATIONS TO MAINTAIN CIRCUIT INTEGRITY.

9. REMOVE ELECTRICAL BOXES BEHIND RELOCATED MILLWORK AND CAP AS REQUIRED.

10. CAP EXISTING DUCT WORK FOR DUST CONTROL.

DEMOLITION LEGEND

HALF-TONE LINE DENOTES ITEMS TO REMAIN

DASHED LINE DENOTES ITEMS TO BE DEMOLISHED

AREA TO REMAIN UNDISTURBED DURING CONSTRUCTION

AREA OF DISTURBANCE DURING CONSTRUCTION (COORDINATE W. OWNER)

AREA OUT OF SCOPE OF WORK

KEYED NOTES


214.0 EXISTING STRUCTURAL, PROTECT AS NECESSARY, REPAIR AS REQUIRED

215.0 EXISTING PLUMBING, PROTECT AS NECESSARY, REPAIR AS REQUIRED

215.1 EXISTING PLUMBING FIXTURE / ACCESSORY, REMOVE & DISPOSE IN ITS ENTIRETY, CAP UTILITYLINES, SEE MECH. FOR REFERENCE

218.0 EXISTING DOOR / DOOR FRAME / HARDWARE / WINDOW, PROTECT AS NECESSARY, REPAIR ASREQUIRED

218.1 EXISTING DOOR / DOOR FRAME / HARDWARE / WINDOW, REMOVE & DISPOSE IN ITS ENTIRETY

218.3 EXISTING DOOR / DOOR FRAME TO REMAIN, PROTECT AS NECESSARY. PREPARE DOOR ANDFRAME AS NEEDED FOR NEW DOOR HARDWARE

219.1 EXISTING MILLWORK, REMOVE & DISPOSE IN ITS ENTIRETY

221.0 EXISTING STUD WALL, PROTECT AS NECESSARY, REPAIR AS REQUIRED

221.1 EXISTING STUD WALL, REMOVE IN ITS ENTIRETY

222.0 EXISTING WINDOW SILL, REMOVE IN ITS ENTIRETY, PROVIDE OPENING TO ALLOW FOR FUTURESTOREFRONT INSTALLATION

223.0 EXISTING WINDOW SHADE, PROTECT AS NECESSARY

223.1 EXISTING WINDOW SHADE, REMOVE, SALVAGE, RETURN TO OWNER

224.1 EXISTING LOCKER, REMOVE & DISPOSE IN ITS ENTIRETY

225.1 EXISTING CEILING TILE / GRID, LIGHT FIXTURE, ELECTRICAL FIXTURE, MECHANICAL GRILLES,REMOVE & DISPOSE IN ITS ENTIRETY, SEE ELECTRICAL / MECHANICAL FOR REFERENCE

226.0 EXISTING SPRINKLER SYSTEM, PROTECT / RELOCATE SPRINKLER HEAD AS NECESSARY,REPAIR AS REQUIRED

227.1 EXISTING FLOORING / BASE, REMOVE & DISPOSE IN ITS ENTIRETY. PREPARE FLOOR SURFACETO ALLOW FOR FUTURE FLOORING INSTALLATION

228.0 EXISTING COLUMN WRAPS TO REMAIN, PROTECT AS NECESSARY, REPAIR AS REQUIRED

229.1 EXISTING FIRE EXTINGUISHER, REMOVE, COORDINATE WITH OWNER FOR DISPOSE / FUTURERE-USE

SCALE: 1/4" = 1'-0"

A1 LEVEL 01 - DEMOLITION PLAN

NORTH

1 04/20/2020 ADD 001

1

ADD 001

elevator

elevator

A400

A400A1

A400C1

C4

A400

B1

A400

A3

A5

A400D1

D4

STORAGE

101

OFFICE

102

PRIVATE ROOM

104

PRIVATE ROOM

105

PRIVATE ROOM

106

PRIVATE ROOM

107

BREAK ROOM

108

RETAIL AREA

103

TOUCH-DOWN

109

A B D E

1

2

3

4

D.2C

104 105 106 107 108

102

101

103

SF01

618.0 618.0

618.0

618.0

618.0618.0

109

3200.1

(FIE

LD V

ER

IIFY

)

± 1

3' -

8"

3200.112' - 0"

(FIE

LD V

ER

IIFY

)

± 3

' - 0

"

800.1

1107.0 1107.0 1107.0 1107.0

2603.0

812.0812.0812.0812.0

812.0

812.0

812.0

812.0

812.0

1

ADD 001910.0910.0910.0910.0

A400C4

SIM

A400C4

SIM

A400C4

1

ADD 0011

ADD 001 1

ADD 001

1

ADD 001

1

ADD 001

1009.1

1

ADD 001

STORAGE

101

OFFICE

102

PRIVATE ROOM

104

PRIVATE ROOM

105

PRIVATE ROOM

106

PRIVATE ROOM

107

BREAK ROOM

108

RETAIL AREA

103

8' - 5 3/4" 8' - 5 3/4" 8' - 5 3/4" 8' - 5 3/4"

9A39A39A3 9A3

9A3

9A3

9A3-1

9A3-1

9B3

9B3

9B3

ALIGN

ALIGN

ALI

GN

2' - 2"

45°

10' - 2" 2' - 9 1/2" 6"

12' -

2 3

/4"

9A3

9A3-1

4' - 0"

4' -

0"

A

A

B

B

D

D

E

E

1 1

2 2

3 3

4 4

D.2

D.2

C

C

ALIGN

9B3

1' -

0"

4' - 0"

1' -

0"

9B3

1

ADD 001

± 7" ± 7"

± 9

1/2

"±

9 1

/2"

PROVIDE COLUMN WRAP, AS TIGHT TO EXISTING COLUMN AS POSSIBLE.PROTECT EXISTING COLUMN AND PLUMBING PIPE

1

ADD 001

9 1/2"

11"

16' - 0"

1

ADD 001


VCBO NUMBER:

DATE:

524 SOUTH 600 EAST


801.575.8800

VCBO.COM

E

1 2 3 4 5

E

6

C

A

B

D D

C

B

A

1 2 3 4 5 6

4/21

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0 7:

18:2

9 A

M

A110.1

LEVEL 1 - ANNOTATED /DIMENSION & WALL TYPESPLANS

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NORTH

KEYED NOTES


618.0 SALTWALL PANEL

800.1 DOOR, LOCKED

812.0 DECORATIVE WINDOW FILM (ON INTERIOR SIDE) - FROSTED. PROVIDE SAMPLESTO ARCHITECT FOR FINISH SELECTION AND APPROVAL

910.0 WALL BACKING AS REQUIRED FOR SLATWALL PANEL SYSTEM, OR WALL MOUNTEDEQUIPMENT

1009.1 SEMI-RECESSED FIRE EXTINGUISHER CABINET

1107.0 TV, WALL MOUNTED, NIC

2603.0 ELECTRICAL PANEL. SEE ELECTRICAL PLANS


DIMENSION NOTES

1. ALL DIMENSIONS ARE TO CENTER OF STUD WALL OR FACE OF CONCRETE, MASONRY OR ROUGH OPENING UNLESS NOTED OTHERWISE. WHERE THE END OF A WALL IS INDICATED THE DIMENSION IS TO THE FINISH SURFACE OF THE WALL END.

2. UNLESS DIMENSIONED OTHERWISE, THE DIMENSION FROM THE BUCK OF A DOOR FRAME IS TO BE 4" TO THE WALL CORNER.

3. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE LOCATION SHOWN, DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS, DETAILS, SCHEDULES AND SPECIFICATIONS. IF DIMENSIONS ARE NOT PRESENT, THE ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN BE ISSUED

GENERAL NOTES

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.

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 AND COORDINATE THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL 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. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE LOCATION SHOWN; DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS, DETAILS, SCHEDULES AND SPECIFICATIONS. IF DIMENSIONS ARE NOT PRESENT, THE ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN BE ISSUED.

5. CONTRACTOR TO FOLLOW CURRENT ANSI 117-1 STANDARDS AS REPRESENTED ON SHEET G301, GENERAL ACCESSIBILITY GUIDELINES. NOTIFY ARCHITECT IF THE DESIGN DRAWINGS CONFLICT WITH THIS SHEET.

SCALE: 1/4" = 1'-0"

C3 LEVEL 01 - ANNOTATED PLAN

SCALE: 1/4" = 1'-0"

A3 LEVEL 01 - DIMENSION + WALL TYPES PLANNORTH

1 04/20/2020 ADD 0011

ADD 001

10' - 0"A

9' - 0"A

9' - 0"A 9' - 0"A 9' - 0"A 9' - 0"A 9' - 0"A

OFFICE

102

PRIVATE ROOM

104

PRIVATE ROOM

105

PRIVATE ROOM

106

PRIVATE ROOM

107

BREAK ROOM

108

STORAGE

101

RETAIL AREA

10310' - 0"A

9' - 6"B

9' - 0"B

A B D E

1 1

2 2

3 3

4 4

D.2C

D1

A501

TYP

9' - 6"A

E1

A501

TYP

C3

A501

TYP

A501

D2TYP

C3

A501

TYP

C3

A501

TYP

C3

A501

TYP

C3

A501

TYP

C3

A501

TYP

904.2

904.2

904.2

904.2

904.2

F2

F1

SS1 COUNTERTOP

PL1 CABINETS

SS1 COUNTERTOPPL1CABINETS

F2

F1

F1

F1 F1 F1 F1

STORAGE

101

OFFICE

102

PRIVATE ROOM

104

PRIVATE ROOM

105

PRIVATE ROOM

106

PRIVATE ROOM

107

BREAK ROOM

108

RETAIL AREA

103

8' - 0"

4' -

0"

EQ EQ

A

A

B

B

D

D

E

E

1 1

2 2

3 3

4 4

D.2

D.2

C

C

F3

FLOAT SLAB AS NEEDED TO LEVEL WITH WALK-OFF MAT (FOR SMOOTH TRANSITION)

1

ADD 001


VCBO NUMBER:

DATE:

524 SOUTH 600 EAST


801.575.8800

VCBO.COM

E

1 2 3 4 5

E

6

C

A

B

D D

C

B

A

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0 7:

18:3

2 A

M

A110.2

LEVEL 1 REFLECTEDCEILING PLAN / FINISHESPLAN

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CEILING LEGEND

A- SUSPENDED 2' X 2' ACOUSTICAL LAY-IN TILE CEILING

CEILING SYMBOLS

ELECTRICAL

2'X4' FLUORESCENT FIXTURE



FLUORESCENT STRIP FIXTURE

RECESSED DOWN LIGHT

WALL WASH


EXIT SIGN, SINGLE-SIDED

EXIT SIGN, DOUBLE-SIDED

FIRE ALARMF

SPEAKERS

SMOKE DETECTORP

WIRELESS INTERNETW

MECHANICAL

SUPPLY GRILLE

RETURN GRILLE

EXHAUST GRILLE

LINEAR DIFFUSER

SPRINKLER HEAD - CEILING MOUNT

SPRINKLER HEAD - WALL MOUNT

GENERAL CEILING NOTES

1. REFER TO DETAIL A2/A500 FOR TYPICAL CEILING SUSPENSION &

SEISMIC BRACING

2. REFER TO DETAIL A3/A500 FOR TYPICAL SUSPENDED GYP. BOARD

CEILINGS

3. ALL UNIDENTIFIED CEILING TYPES ON THE PLANS SHALL BE TYPE " A"

AT 9'-0" A.F.F.

4. GRID SUSPENSION SYSTEMS SHALL BE CENTERED WITHIN AREAS

INDICATED, UNLESS NOTED OTHERWISE

5. PAINT BLACK ALL EXPOSED STRUCTURE, MECHANICAL, DUCTS,

ELECTRICAL WORK, PIPING, ETC.

6. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF

MECHANICAL GRILLES, AND TO MECHANICAL DRAWINGS FOR

QUANTITIES AND TYPES

7. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF LIGHT

FIXTURES AND TO ELECTRICAL DRAWINGS FOR QUANTITY AND TYPES

8. MECHANICAL AND ELECTRICAL CONTRACTORS TO COORDINATE WORK

WITH SPRINKLER CONTRACTOR TO AVOID CONFLICTS IN FIELD

9. ALL CEILING HEIGHTS ARE ELEVATION ABOVE TOP OF CONCRETE

FLOOR SLAB

NORTH

GENERAL FINISH NOTES

1. ALL FLOOR TRANSITIONS TO BE LOCATED AT CENTER OF DOOR, U.N.O.

2. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION OF MILLWORK.

3. COORDINATE ALL MILLWORK WITH APPLIANCES BEFORE FABRICATION.

4. AT SOFFITS RECEIVING COLOR- PAINT ALL SIDES OF SOFFIT.

5. ALL WOOD TRIM TO BE STAINED TO MATCH DOOR STAIN.

6. ALL COUNTERTOP, BACKSPLASHES, AND EDGE BANDING TO HAVE COORDINATING FINISHES.

7. PROVIDE A SMOOTH TRANSITION AT ALL FLOOR MATERIALS - CONTRACTOR TO INSTALL ALL FLOOR FINISHES AT SAME LEVEL, DESPITE DIFFERENT THICKNESS. PROVIDE FLOOR TRANSITION WHERE OCCURS.

8. GYPSUM BOARD SOFFITS TO BE PAINTED WHITE.

9. ALL EXPOSED CEILINGS TO BE PAINTED (WHERE OCCURS). REFER TO REFLECTED CEILING PLANS. COORDINATE WITH ARCHITECT FOR PAINT COLOR.

T: W?R: W?B: W?L: W?

B? :BF? :F

#NAME

FINISH PLAN SYMBOLS

WALL

FLOOR

SINGLE FINISH SYMBOLS INDICATE WHERE FINISHES ARE DIFFERENT FROM GENERAL ROOM FINISHES, OR PROVIDE ADDITIONAL FINISH INFORMATION

CHANGE AT FLOOR MATERIAL

SIGNAGE TAG- SEE SIGNAGE SHEETS FOR DETAILS xxxx

WALLWALLWALL

BASE

F

LEGEND - FINISH

MARK PRODUCT DESCRIPTION MANUFACTURER NAME COLOR COMMENTS

FLOOR

F1 CARPET TILE SHAW - HAND DRAWN COLLECTION STIPPLE TILE / 5T116 SLATE / 13585

F2 LINOLEUM MANNINGTON BIOSPEC SR 67369 BEDROCK WITH COVED BASE

F3 WALK-OFF MAT (AT MAIN ENTRANCE)

BASE

B1 RUBBER BASE JOHNSONITE (TARKETT) 20 CHARCOAL (WG) CARPET & VINYL FLOORING AREAS

PAINT

P1 LATEX PAINT - EGGSHELL SHERWIN WILLIAMS PURE WHITE SW 7005 BASE COLOR

P2 LATEX PAINT - EGGSHELL SHERWIN WILLIAMS DISTANCE SW 6243 ACCENT COLOR #1

P3 LATEX PAINT - EGGSHELL SHERWIN WILLIAMS RAINSTORM SW 6230 ACCENT COLOR #2

SURFACE

CG1 HIGH IMPACT PVC CORNER GUARD ACROVYN 223 DANUBE

PL1 PLASTIC LAMINATE WILSONART PREMIUM LAMINATE 7970K-18 HIGH LINE BASE & UPPER CABINETS (VERTICAL)

SS1 SOLID SURFACE - CORIAN DUPONT CORIAN NEUTRAL CONCRETE COUNTERTOPS

WD1 WOOD VENEER WHITE MAPLE DOORS & SLAT WALL

WP1 HIGH IMPACT PVC WALL PROTECTION PANEL CONSTRUCTION SPECIALTIES (C/S) ACROVYN 262 DRIFTWOOD STORAGE ROOM

SCALE: 1/4" = 1'-0"

C2 LEVEL 01 - REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"

A2 LEVEL 01 - FINISHES PLAN

NORTH

1 04/20/2020 ADD 001

36W 34H 24DB021 L

36W 34H 24DB022 L

36W 34H 24DB022 L

36W 34H 24DB021 L

1101.3

605.1

616.0

607.0

904.0

A5

A501

2' -

10"

912.0

1001.2

618.0

904.0

912.0

7' -

2" SHADED AREA INDICATES

METAL STRAP BACKING @ EVERY 1'-8" TO 2'-0" MIN.

(AS NEEDED) TO SUPPORT SLATWALL (TYPICAL @ ALL

AREAS WITH SLATWALL PANELS)

4"6'

- 1

0"

ALIGN W. DOOR HEAD (TYP.)

1

ADD 001

618.0

912.0

800.0

904.0ALIGN WITH DOOR HEAD (TYP.) ALIGN WITH DOOR HEAD (TYP.)

4"

(SLA

TW

ALL

PA

NE

L - T

YP

ICA

L)

6' -

10"

SHADED AREA INDICATES




618.0

SHADED AREA INDICATES




1

ADD 001

1

ADD 001

30W 30H 14DW022

30W 30H 14DW022

30W 30H 14DW022

30W 30H 14DW022

30W 34H 24DB021 L

30W 34H 24DB021 L

30W 34H 24DB021 L

1100.4

605.2

605.1

616.02200.3

1006.21100.3

30W 34H 24DB020 (SINK)

800.0

912.0 2' -

10"

904.0

912.0

1010.2

6' -

0"

1107.0

904.0

912.0

5' - 6"

910.0

1

ADD 001

904.0

802.0

1014.0

912.0

904.0

800.0

912.0

1014.0


VCBO NUMBER:

DATE:

524 SOUTH 600 EAST


801.575.8800

VCBO.COM

E

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A400

INTERIOR ELEVATIONS

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SCALE: 1/2" = 1'-0"

A1 FRONT DESK - COUNTER

SCALE: 1/2" = 1'-0"

C1 RETAIL AREA - SOUTH

SCALE: 1/2" = 1'-0"

B1 RETAIL AREA - WEST

KEYED NOTES


605.1 MILLWORK, WALL MOUNTED BASE CABINET WITH BLOCKING

605.2 MILLWORK, WALL MOUNTED UPPER CABINET WITH BLOCKING

607.0 MILLWORK, FILLER PANEL

616.0 COUNTERTOP, PLASTIC LAMINATE

618.0 SALTWALL PANEL

800.0 DOOR AND FRAME

802.0 STOREFRONT SYSTEM

904.0 GYPSUM BOARD PAINTED WHERE EXPOSED

910.0 WALL BACKING AS REQUIRED FOR SLATWALL PANEL SYSTEM, OR WALL MOUNTEDEQUIPMENT

912.0 SCHEDULED BASE

1001.2 SIGNAGE, CUT ALUMINUM LETTERING

1006.2 DISPENSER, PAPER TOWELS

1010.2 LOCKERS, DOUBLE TIER

1014.0 STORAGE SHELF, NIC

1100.3 MICROWAVE, NIC

1100.4 REFRIGERATOR, NIC

1101.3 PRINTER, NIC

1107.0 TV, WALL MOUNTED, NIC

2200.3 SINK + FACUET, COMMERCIAL

ARCHITECTURAL MILLWORK KEY

EXAMPLE:

B 1 1 1 **

ACCESSORY (IF NOTED)ONE ADJUSTABLE SHELFONE DOORONE DRAWERBASE CABINET *

W 0 2 1 **

ACCESSORY (IF NOTED)ONE ADJUSTABLE SHELFTWO DOORSZERO DRAWERSWALL CABINET *

T 0 2 5 L

ACCESSORY (IF NOTED)FIVE ADJUSTABLE SHELVESTWO DOORSZERO DRAWERSTALL CABINET *

* NOTE:

SB DENOTES SINK BASE CABINET

TW DENOTES TALL WARDROBE CABINET

FMD DENOTES FRAMED PERFORATED METAL PANEL DOOR

FGD DENOTES FRAMED GLASS PANEL DOOR

** NOTE:

L DENOTES LOCKS AT DOOR (S) / DRAWER (S)

F DENOTES FILE DRAWER (S)

CABINET MEASUREMENTS SHOWN ARE ACTUAL SIZES. BASE CABINET HEIGHTS ALLOW FOR A COUNTERTOP 1 1/2" THICK. CABINET DEPTHS ARE MEASURED FROM THE FINISHED WALL TO THE FACE OF THE DOOR OR DRAWER FRONT (WHERE APPLICABLE)

ALL CABINET INTERIORS, WHETHER CONCEALED BEHIND DOORS OR OPEN, ARE STANDARD MELAMINE LAMINATE AS PER SPECIFICATIONS, UNLESS NOTED OTHERWISE.

MILLWORK LEGEND

1. MILLWORK DIMENSION NUMBERS ARE WIDTH X HEIGHT X DEPTH.

2. SEE SHEET A570 FOR TYPICAL MILLWORK DETAILS.

3. ALL MILLWORK DIMENSIONED FROM BASE TO TOP OF IDENTIFIED COUNTERTOP, TYP

4. CABINET DEPTHES ARE MEASURED FROM THE WALL TO THE FACE OF THE DOOR OR DRAWER FRONT (WHERE APPLICABLE).

5. PROVIDE BASE AT ALL CABINET TOE SPACE, UNLESS NOTED OTHERWISE.

6. PROVIDE GROMMET WHERE "G" IS LABELED ON PLANS OR ELEVATIONS.

7. ALL COUNTERTOPS TO HAVE A 4" BACKSPLASH, UNLESS SHOWN OTHERWISE, TO MATCH COUNTERTOP, ON BACK AND SIDE WALLS.

8. PROVIDE FILLER PANELS TO SEAL SIDES AND TOPS OF ALL CABINETS PLACED AT AN ANGLE TO ADJACENT WALL(S).

9. ALL MILLWORK TO BE FINISHED ON ENDS, TYP.

10. CONTRACTOR TO PROVIDE BLOCKING BEHIND ALL CABINETS, T.V. BRACKETS AND PROJECTION SCREENS AS WELL AS ALL WALL MOUNTED ACCESSORIES, INCLUDING WHITE BOARDS, TACKBOARDS, ETC.... NOTE: ONLY 2X WOOD BLOCKING IS ACCEPTABLE BEHIND MILLWORK.

11. REFER TO SHEET A400 FOR FINISH COLORS ON ALL MILLWORK AND CASEWORK.

12. DASHED MILLWORK IN DENTAL SUITE DENOTES MILLWORK BY CONSULTANT. COORDINATE SIZE AND FINISHES AND MAINTAIN 6" BASE.

13. COUNTERTOP EDGES VARY. SEE ELEVATIONS FOR TYPE. EDGE DETAILS PER D1&D2/A570.

SCALE: 1/2" = 1'-0"

A3 BREAK ROOM - EASTSCALE: 1/2" = 1'-0"

A5 BREAK ROOM - NORTH

SCALE: 1/2" = 1'-0"

C4 PRIVATE ROOM NORTH

SCALE: 1/2" = 1'-0"

D4 STORAGE - EASTSCALE: 1/2" = 1'-0"

D1 STORAGE SOUTH

1 04/20/2020 ADD 001

EQ

EQ

EQ EQ EQ EQ

EQ

EQ

EQ EQ

EQ

EQ

2'X4' GRID (2'X2' GRID SIM)

ACOUSTICAL PANEL

SPRINKLER HEAD, SPEAKER, ETC.

LOUVER OR LIGHT FIXTURE

EQUAL EQUAL

LIGHT FIXTURES, LOUVERS, SPRINKLER HEADS, SPEAKERS, ROOF HATCHED, ETC. IN LINE

NOTE:ALL FIXTURES TO BE IN LINE & CENTERED IN FIELD UNO

NOTES:1. ALL SPLAY WIRES TO BE IN LINE W/ ATTACHED

COMPONENT2. ALL SPLAY WIRES TO BE TAUT & TIED BOTH

ENDS W/ MIN OF 3 TURNS IN 1" OF RUN.3. AREAS SMALLER THAN 1,000 SQ. FT. W/ WALLS

ON 4 SIDES EXTENDING TO STRUCTURE NEED NOT BE BRACED.

4. ALL CEILING MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO THE SUSPENDED CEILING GRID. IN ADDITION 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GRID WITHIN 3" OF EACH CORNER OF THE LIGHT HOUSING & TO THE STRUCTURE ABOVE (THESE WIRES MAY BE SLACK.)

5. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT NOR SHALL THEY BE CLOSER THAN 6" FROM ANY UN-BRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR.

6. GYP BOARD TO BE INSTALLED @ RIGHT ANGLES TO 7/8" HAT CHANNEL RUNNERS. FASTEN W/ 1" TYPE 'S' DRYWALL SCREWS @ 12" OC TYP @ EDGES & IN FIELD AS PER USG STANDARDS.

7. ALL SUSPENDED CEILING TO MEET THE REQUIREMENTS OF THE IBC SECTION 2506.1 & 803, ASTM C635-00, ASTM C636-96, ASTM E 1264, ASCE / SEI 7-05 SECTION 12.5.6.2.2, ICC REPORT ESR-1308

45°

MA

X.

45°

MAX.

45°MAX.

45°

MA

X.

2" MAX.

2" MAX.CARRYING CHANNEL @ 48" OC

HAT CHANNEL CROSS RUNNER @ 24" OC

12" GA. VERTICAL WIRES @ 4'-0" OC

12" GA. SPLAY WIRES IN PLANE OF EACH RUNNER @ 12'-0" OC IN EACH DIRECTION

12' - 0" TYPICAL

12' -

0" T

YPIC

AL

(PER

IM.)

4' -

0"

MAX

.

SEISMIC BRACING. SEE DETAIL BELOW

VERTICAL WIRES @ 4'-0" OC EACH WAY

LINE OF WALL OR BOUNDARY

FIRST LINE OF BRACING 4'-0" MAX. OR

BOUNDARY

CARRYING CHANNELS @ 48" OC

HAT CHANNEL CROSS RUNNERS @ 24" OC

6" P

ER

WA

LL T

YP

E

6" MAX.

6" MAX.

6" P

ER

WA

LL T

YP

E

6" MAX.

1/4"

5/8" GYP BD. OVER SCHEDULED FURRING

FURRING CHANNEL CLIP

COLD-ROLLED CHANNELS @ 48" OC

METAL HAT CHANNELS @ 24" OC

5/8" GYP BD.

METAL "J" TRIM @ WALL

TAPE & COMPOUND ALL JOINTS UNO

FURRING OVER MASONRY WALL

5/8" GYP BD. OVER SCHEDULED FURRING




5/8" GYP BD.


TAPE & COMPOUND ALL JOINTS UNO

METAL STUD WALL

SCHEDULED WALL OF DISSIMILAR MATERIAL




5/8" GYP BD.


CONT SEALANT

NOTE:1. SEE XX/XXX FOR SEISMIC BRACING INFORMATION2. INSTALL GYP TO USG STANDARDS

1-1/2" COLD ROLLED METAL CARRYING CHANNELS @ 48" OC

45°

LATERAL BRACING - 12 GA. WIRE, SPLAYED AT 48" AS FOLLOWS: AT THE MIDPOINT OF ALL UNSUPPORTED PARTITIONS EXCEEDING 12'-0" LINEAR FEET, AT 12'-0" EACH WAY IN FIELD & AT 4'-0" OFF OF WALL.

7/8" METAL HAT CHANNEL FRAMING@ 24" O.C. MAX.

5/8" GYP BOARD, PAINTED WHEREEXPOSED , @ RIGHT ANGLES TO HATCHANNELS, FASTEN W/ 1" TYPE SDRYWALL SCREWS 12" O.C. EDGE &FIELD

CEILING SUSPENSION WIRE @ 48"O.C. MAX

NOTES:1. ALL SPLAY WIRES TO BE IN LINE W/

ATTACHED COMPONENT2. ALL SPLAY WIRES TO BE TAUT & TIED BOTH

ENDS W/ MIN OF 3 TURNS IN 1" OF RUN.3. AREAS SMALLER THAN 144 SQ. FT. W/ WALLS

ON 4 SIDES EXTENDING TO STRUCTURE NEED NOT BE BRACED.

4. COMPRESSIVE STRUTS REQ'D @ 12'-0" OC5. ALL CEILING MOUNTED LIGHT FIXTURES

SHALL BE ATTACHED TO THE SUSPENDED CEILING GRID. IN ADDITION 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GRID WITHIN 3" OF EACH CORNER OF THE LIGHT HOUSING & TO THE STRUCTURE ABOVE (THESE WIRES MAY BE SLACK.)

6. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT NOR SHALL THEY BE CLOSER THAN 6" FROM ANY UN-BRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR.

7. PROVIDE 7/8" WIDE PERIMETER WALL MOULDING AT ALL WALLS.

8. ALL SUSPENDED CEILING TO MEET THE REQUIREMENTS OF THE IBC SECTION 2506.1 & 803, ASTM C635-00, ASTM C636-96, ASTM E 1264, ASCE / SEI 7-05 SECTION 12.5.6.2.2, ICC REPORT ESR-1308

PROVIDE COMPRESSION STRUT OF CONTINUOUS LENGTH OF 3/4"Ø X 12" CONDUIT POCKETS W/ 1/2"Ø BRACE ATTACHED TO MAIN RUNNER & TO STRUCTURE ABOVE TO COUNTER-ACT UPLIFTING FORCES OF SPLAYED WIRES

45°

MAX.

45°MAX.

45°

MA

X.

45°

MA

X.

2" MAX.2" MAX.

12 GA. SPLAY WIRES IN PLANE OF EACH RUNNER

MAIN RUNNER

CROSS RUNNER

12 GA. VERTICAL WIRES @ 4'-0" OC

SEISMIC BRACING @ 12'-0" MAX. GRID SPACING. SEE DETAIL BELOW.

VERTICAL WIRES AT 4'-0" OC EACH

WAY

12' - 0" TYPICAL

12' -

0"

TYPI

CAL

(PER

IM.)

6' -

0"M

AX.

CROSS RUNNERS

MAIN RUNNERS

FIRST LINE OF BRACING 4'-0" MAX. FROM WALL

OR BOUNDARY

LINE OF WALL OR BOUNDARY

7/8"

8" MAX.

SEISMIC CLIP, ATTACHED TO WALL, TYP PER ICC ESR 1308

METAL SUSPENSION SYSTEM, SEE C6/A830

SPECIFIED WALL ANGLE TRIM TYP

8" M

IN W

/O P

ER

WA

LL S

CH

ED

ULE

PERIMETER WALLS

8" MAX. TYP.

WALL, SEE PLAN FOR TYPE SYSTEM

5/8" GYP BOARD WHERE OCCURS

SEISMIC CLIPS: INSTALL PER ICC ESR 1308

METAL SUSPENSION SYSTEM, SEE DETAIL C6/A830

SUSPENDED ACOUSTICAL PANEL CEILING

SPECIFIED WALL ANGLE TRIM, TYP

CONTINUOUS SEALANT

SOLID SURFACE INTEGRATED BACKSPLASH WITH WATERFALL EDGE

BLOCKING AS REQUIRED

SOLID SURFACE COUNTERTOP WITH BULLNOSE EDGE

PLASTIC LAMINATE DRAWER FRONT / DOOR

1"

1/4"

1 1/

2"

SS1

SS1

PL1

BASE CABINET

3"E

Q.

EQ

.7"

84"

TY

P. (

SE

E E

LEV

AT

ION

S)

4"

3"3"

4"7"

WALL CABINET

CONT COLORED SEALANT, CSBA

USE TYPE 'A' OR TYPE 'C' BACKING PLATE @ TALL

CABINET, THREE (3) ANCHOR POINTS, TYP

WALL TO BE PRIMED BEHIND CABINET, TYP

USE TYPE 'A' OR TYPE 'C' BACKING PLATE AT

BASE CABINET, SEE E5/A520

USE TYPE 'C' BACKING PLATE AT ALL WALL CABINET,

SEE E5/A520

SCREWS PER AWS REQUIREMENTS,

PROVIDE DECORATIVE HOLE PLUGS

SELF ADHERED FLASHING

A6

A501

TYP

1 1/2" MAX1 1/2" MAX

VARIES

+/- 1/16", TYP.1/8" GAP

FLUSH PLASTIC LAMINATE DOOR W/ 3/4" SUBSTRATE

COUNTERTOP EDGE ABOVE

PLASTIC LAMINATE TRIM PANEL

TOE KICK BELOW

CASEWORK BODY W/ MELAMINE INTERIOR SURFACE

ADJUSTABLE SHELVES, BELOW

MELAMINE OVER 1/4" THICK HARDBOARD BACK - DADO INTO BOTTOM & SIDES

@ EXPOSED END - PROVIDE PLASTIC LAMINATE END PANEL MATCH FACE COLOR

BLOCKING AS REQ'D

3/4" INTEGRAL NAILER FULL WIDTH, TYP

WALL, SEE PLANS FOR TYPE

EDGE BANDING, TYP

2X BASE TYP W/ CRIPPLERS @ 24" OC

TOE KICK, 3/4", SCRIBED TO FLOOR W/ SCHEDULED BASE, COVER IN PLASTIC LAMINATE WHERE NO BASE IS SCHEDULED, CONTINUOUS ACROSS ALL GANGED CABINETS

SHIM 2X BLOCKING FOR GAPS AT FLOORS UP TO 1/2", IF GREATER THAN 1/2" GENERAL CONTRACTOR TO APPLY CEMENTIOUS LEVELING COMPOUNDS AS APPROVED BY ARCHITECT.

4"

3"

ALIGNBLOCKING AS REQ'D

NOTE:BASE / TOE CONSTRUCTED AS INTEGRAL OR SEPARATE AT THE OPTION OF THE MFRDRAWER BOX W/ HARDBOARD

BOTTOM


ADJUSTABLE SHELF W/ MELAMINE BOTH SIDES

MELAMINE OVER 1/4" THICK HARDBOARD BACK-DADO INTO BOTTOM & SIDES

2X BASE W/ CRIPPLERS @ 24" OC

3"

HINGE

FLUSH PLASTIC LAMINATE DRAWER FACE W/ ADJUSTING MECHANISM


MAX. WIDTH, TYP.

A501

A6TYP

2' - 0" UNO

BLOCKING AS REQ'D

SCHEDULED BASE

3" BORE HOLES, 1-1/4" O.C.VA

RIE

S

1/8"

6"

CABINET PULL

A501

D6

CABINET PULL

LOCK WHERE OCCURS

WALL, SEE PLANS FOR TYPE ,PRIMED BEHIND CABINET

CONT IN WALL 2x6 WOOD BLOCKINGOR 6"x16 GA METAL BACKING

3/4" INTEGRAL NAILER, TYP

SCHEDULED COUNTERTOP & BACKSPLASH

1

ADD 001

MILLWORK BODY W/ MELAMINE INTERIOR SURFACE


FLUSH PLASTIC LAMINATE DOOR OVER 3/4" SUBSTRATE

MAX WIDTH

3"3"


1' - 6"

PL1

2' -

6"

BORE HOLES, 1-1/4" O.C.

PLASTIC LAMINATE CABINET BOTTOM PL1

GLOVE BOX DISPENSER SYSTEM, WHERE OCCURS (SEE INTERIOR ELEVATIONS)

STAINLESS STEEL GROMMET FOR GLOVE BOX DISPENSER, WHERE OCCURS (SEE INTERIOR ELEVATIONS)

UNDER CABINET LIGHT (TASK LIGHT) -SEE ELECTRICAL PLANS

1 1/

2"

5"V

AR

IES



2X BASE, TYP W/ CRIPPLERS @ 24" OC

1/8"

HINGE

FLUSH PLASTIC LAMINATE DRAWER FACE W/ ADJUSTING MECHANISM


A501

A6TYP

CONT JOINT SEALANT

BLOCKING AS REQ'D

SCHEDULED BASE

CONT IN WALL 2x6 WOOD BLOCKINGOR 6"x16 GA METAL BACKING

BLOCKING AS REQ'DA501

D6

CABINET PULL


METAL STUD WALL W/ PAINTED 5/8" TYPE 'X' GYP BOARD, SEE PLANS FOR TYPE

SCHEDULED COUNTERTOP & BACKSPLASH

B.O. CEILING

ELEV.: SEE PLAN

SEE CEILING PLAN

B.O. SOFFIT

ELEV.: SEE PLAN

5/8" GYP BOARD ON 3 5/8" MTL STUDS @ 24" OC

3 5/8" MTL. STUD FRAMING, EXTEND TO DECK

MTL. STUD BRACING @ 24" OC

METAL GYP CORNER BEAD

5/8" TYPE 'X' GYP BOARD, PAINTEDWHERE EXPOSED

CEILING SYSTEM, SEE CEILING PLANFOR TYPE

WALL, SEE PLANS FOR TYPE

MATCH SCHEDULED WALL



5/8" TYPE 'X' GYP BOARD, PAINTEDWHERE EXPOSED

METAL GYP CORNER BEAD

CONT JOINT SEALANT

CEILING SUSPENSION WIRE

B.O. HEADER

ELEV.: SEE PLAN

METAL STUD FRAMING EXTEND TOSTRUCTURE

FOR STEEL STUD WALLS USE FC-8019 1 HR. APPLICATION

1" TO 2"

WHEN DIMENSION EXCEEDS 3" INSTALL CRIPPLE STUDS IN CORNER

NOTES:

1. ALL FIRE DAMPERS TO BE INSIDE WALL.

2. CUT GYP BOARD TIGHT TO DUCT. (MAX. GAP OF 1/4") SEAL AS REQ'D.

3. IF DUCT IS TO BE INSULATED, DO NOT RUN INSULATION THROUGH WALL. FLARE INSULATION ONTO F.O. WALL AROUND DUCT ON BOTH SIDES OF WALL & SEAL TO F.O. WALL W/ INSULATION MASTIC.

FIRE SAFING MATERIALS

METAL STUDS

SIMILAR TO UL CAJ8101

PROVIDE BACKING PLATES AS INDICATED ON THE DRAWINGS OR WHERE NOT INDICATED, ACCORDING TO THE FOLLOWING SCHEDULE. REFER TO DETAILS ELSEWHERE IN THE SET OF DRAWINGS FOR THE SUPPORT OF WALL MOUNTED ITEMS IN EXCESS OF 200 LBS

TYPE 'A' BACKING PLATETYPE 'A' BACKING PLATE:16 GA. X 6" HIGH CONTINUOUS METAL PLATE

METAL STUDS AT TYPE 'A' BACKING PLATES

(3) 3/4" #10 LOW PROFILE PAN HEAD SHEET METAL SCREWS AT EACH STUD, TYP

TYPE 'A' BACKING PLATES:

- AT DOOR STOPS & BUMPER RAILS- AT TOILET ACCESSORIES, MIRRORS, COAT HOOKS, ETC.- AT ALL UPPER WALL HUNG CABINETS- AT ALL BASE CABINETS- AT ALL FULL HEIGHT CABINETS- AT WALL MOUNTED ADJUSTABLE SHELVING- AT ALL WALL MOUNTED HANDRAILS

TYPE 'B' BACKING PLATE TYPE 'B' BACKING PLATE:16 GA. X 6" HIGH BENT METAL PLATE ATTACHED TO WEB PORTION OF METAL STUDS

METAL STUDS AT TYPE 'B' BACKING PLATES

(3) 3/4" #10 LOW PROFILE PAN HEAD SHEET METAL SCREWS AT EACH STUD, TYP

NOTCH STUD RETURN TO ALLOW PLATE TO PASS INSIDE STUD FLANGE

TYPE 'B' BACKING PLATES:

TYPE 'B' BACKING PLATE SHALL SUPPORT THE SAME ITEMS AS TYPE 'A' BACKING PLATE BUT USE WHERE APPEARANCE IS THE MAIN CONCERN SUCH AS LOBBIES & OTHER HIGH DESIGN AREAS.

TYPE 'C' BACKING PLATE

TYPE 'C' BACKING PLATE:2x6 FIRE TREATED WOOD ATTACHED TO WEB PORTION OF METAL STUDS

METAL STUDS AT TYPE 'C' BACKING PLATES

(3) 1-1/2" #10 LOW PROFILE PAN HEAD SHEET METAL SCREWS AT EACH STUD, TYP

NOTCH STUD RETURN TO ALLOW PLATE TO PASS INSIDE STUD FLANGE

TYPE 'C' BACKING PLATES:

TYPE 'C' BACKING PLATE SHALL BE USED TO SUPPORT ALL UPPER (WALL) CABINETS. REFER TO E6/A570 FOR LOCATION.

NOTE:ALL METAL BACKING TO BE NON-FERROUS

CARPETLINOLEUM

SATIN ANODIZED ALUMINUM TILE

TRANSITION TRIM EQUAL TO SCHLUTER

SYSTEMS RENO-U PROFILE

DOOR WHERE OCCURS

LOCATE 'J' BOXES ON OPPOSITE SIDES OF STUD & FILL CAVITIES W/ BATT INSULATION TO PREVENT SOUND TRANSMISSION

ISOLATE BACK-TO-BACK 'J' BOXES W/ 1 1/2" X 16" X CONT POLYISO RIGID INSULATION BOARD TO PREVENT SOUND TRANSMISSION

NOTE:ILLUSTRATION DOES NOT SHOW WALL FINISHES, TILE, PLASTIC LAMINATE, OR OTHER FINISHES

FOR R.O.

SEE MANUF.

SE

E M

AN

UF

AC

TU

RE

R F

OR

RO

UG

H O

PE

NIN

G

5'-0

" T

O F

LOO

R

FOR ROUGH OPENING

SEE MANUFACTURER

SCHEDULED METAL STUD W/ 5/8" GYP BOARD BOTH SIDES &

IN RECESS

SEMI-RECESSED FIRE EXTINGUISHER CABINET

HAND HELD FIRE EXTINGUISHER

CABINET DOOR

NOTE:COORDINATE MODEL W/ DEPTH OF STUDS


VCBO NUMBER:

DATE:

524 SOUTH 600 EAST


801.575.8800

VCBO.COM

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/202

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M

A501

INTERIOR FRAMING,CEILING DETAILS &CASEWORK DETAILS

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SCALE: 1/2" = 1'-0"

C1 CEILING TILE - PENETRATION - TYP

SCALE: 3/4" = 1'-0"

D2 GYP BOARD CEILING - FIXUTRE - TYP

SCALE: NOT TO SCALE

A3 GYP BRACING - SUSPENDED - TYPSCALE: 3" = 1'-0"

A1 SLIP JOINT

SCALE: 3" = 1'-0"

C2 SUSPENDED CEILING - GYP - TYP

SCALE: NOT TO SCALE

A2 SUSPENDED CEILING - SEISMIC BRACING

SCALE: 6" = 1'-0"

C3 SUSPENDED CEILING - TYP

SCALE: 6" = 1'-0"

D6 COUNTERTOP - SOLID SURFACE

SCALE: 1/2" = 1'-0"

C6 MILLWORK ANCHOR - TYP

SCALE: 1 1/2" = 1'-0"

B6 BASE CABINET - PLAN

SCALE: 6" = 1'-0"

A6 TOE KICK - TYPSCALE: 1 1/2" = 1'-0"

A5 BASE CABINET - DRAWER AND DOOR

SCALE: 1 1/2" = 1'-0"

B5 UPPER CABINET - FULL DOOR

SCALE: 1 1/2" = 1'-0"

D5 BASE CABINET - INTEGRATED SINKSCALE: 1 1/2" = 1'-0"

D1 SOFFIT - WALL - TYP

SCALE: 3" = 1'-0"

E1 METAL STUD - HEADER - TYP

1 04/20/2020 ADD 001

SCALE: NOT TO SCALE

E2 DUCT OPENING - RATED WALLSCALE: NOT TO SCALE

E5 BACKING PLATE - SCHEDULE

SCALE: 12" = 1'-0"

C4 CARPET TO LINOLEUM

SCALE: 3" = 1'-0"

A4 ELECTRICAL DEVICE - TYP

SCALE: 1 1/2" = 1'-0"

B4 FIRE EXT CABINET - SEMI RECESSED

1

ADD 001

1

ADD 001

of 1

This Addendum shall be considered part of the Contract Documents and Project Manual for the above mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original Contract Documents and Project Manual, the Addendum shall govern and take precedence.

Electrical Addendum

Drawings

1. EP601 – Replaced 90A/2P breaker with a 60A/3P beaker.

END OF ADDENDUM

Electrical Addendum #02Date: April 20, 2020Company: Spectrum Engineers From: Peter Johansen, PE, LEED APJob: Intermountain Healthcare Email: [email protected] No: 200202

1

**IG

(E.G.)

SEIGGRSIZEQTY

CONDUCTOR(NOTE 1)NOTES

*

SYM AMP

CONDUCTOR AND

SUBSCRIPT (NOTE 5)

SCHEDULE NUMBER

5

CONDUIT SIZE

CONDUIT SCHEDULE

SHEET KEYNOTES

2NEW ONE LINE DIAGRAMSCALE: NTS

1. PROVIDE NEW BREAKER IN EXISTING CUTLER HAMMER PANEL.

1

60/3

15

100/3

1LC

30 CKT

225/3 225/3

L1N L1S

1 20 .75 2 12 12 12 8 2

2 20 .75 3 12 12 12 8 2,3

3 20 .75 4 12 12 12 8 2,3

4 30 .75 2 10 10 10 8 2

5 30 .75 3 10 10 10 8 2

6 30 .75 4 10 10 10 8 2

7 40 1 2 8 10 8 6 2

8 40 1 3 8 10 8 6 2

9 40 1 4 8 10 8 6 2

10 55 1 2 6 10 8 4 2

11 55 1 3 6 10 8 4 2

12 55 1.25 4 6 10 8 4 2

13 70 1 2 4 8 4 2 2

14 70 1.25 3 4 8 4 2 2

15 70 1.25 4 4 8 4 2 2

16 85 1.25 2 3 8 3 2 2

17 85 1.25 3 3 8 3 2 2

18 85 1.25 4 3 8 3 2 2

19 95 1.25 3 2 8 2 2 2

20 95 1.50 4 2 8 2 2 2

21 130 1.50 3 1 6 2 2 2

22 130 1.50 4 1 6 2 2 2

23 150 2 3 1/0 6 2 1/0 2

24 150 2 4 1/0 6 2 1/0 2

25 175 2 3 2/0 6 2 2/0 2

26 175 2 4 2/0 6 2 2/0 2

27 200 2 3 3/0 6 2 2/0 2

28 200 2.50 4 3/0 6 2 2/0 2

29 230 2.50 3 4/0 4 2 2/0 2

30 230 2.50 4 4/0 4 2 2/0 2

31 255 2.50 3 250 4 1 2/0 2

32 255 2.50 4 250 4 1 2/0 2

33 310 3 3 350 3 1/0 3/0 2

34 310 3 4 350 3 1/0 3/0 2

35 380 3.50 3 500 3 3/0 3/0 2

36 380 4 4 500 3 3/0 3/0 2

37 400 2 EA 2 3 3/0 3 3/0 3/0 2

38 400 2 EA 2.50 4 3/0 3 3/0 3/0 2

39 510 2 EA 2.50 3 250 1 4/0 3/0 2

40 510 2 EA 3 4 250 1 4/0 3/0 2

41 620 2 EA 3 3 350 1/0 4/0 3/0 2,4

42 620 2 EA 3 4 350 1/0 4/0 3/0 2,4

43 760 2 EA 3.50 3 500 1/0 4/0 3/0 2,4

44 760 2 EA 4 4 500 1/0 4/0 3/0 2,4

45 855 3 EA 3 3 300 2/0 4/0 3/0 2,4

46 855 3 EA 3 4 300 2/0 4/0 3/0 2,4

47 1000 3 EA 3.50 3 400 2/0 4/0 3/0 4

48 1000 3 EA 3.50 4 400 2/0 4/0 3/0 4

49 1140 3 EA 4 3 500 3/0 4/0 3/0 4

50 1140 3 EA 4 4 500 3/0 4/0 3/0 4

51 1240 4 EA 3 3 350 3/0 4/0 3/0 4

52 1240 4 EA 3 4 350 3/0 4/0 3/0 4

53 1675 5 EA 4 4 400 4/0 4/0 4/0 4

54 2010 6 EA 4 4 400 250 250 250 4

55 2660 7 EA 4 4 500 350 350 350 4

56 3040 8 EA 4 4 500 500 500 500 4

57 4180 11 EA 4 4 500 500 500 500 4

58 5 EA 4 6

59 5 6

60 10 EA 4 6

CONDUCTOR AND CONDUIT SCHEDULE NOTES

1. CONDUCTORS SHOWN ARE SHOWN FOR EACH CONDUIT WITH

MODIFICATIONS AS NOTED IN NOTE 4. ALL CONDUCTORS SHOWN ARE

THWN UNLESS OTHERWISE NOTED.

2. PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122

WHEN CIRCUIT BREAKERS ARE SIZED GREATER THAN AMPERE RATING

SHOWN IN TABLE.

3. PROVIDE #10 NEUTRALS FOR MULTIWIRE BRANCH CIRCUITS SERVING

COMPUTERS.

4. SYMBOL SUBSCRIPTS:

"2N": INCLUDE TWO NEUTRAL CONDUCTORS, SIZED AS SCHEDULED

FOR PHASED AND NEUTRAL CONDUCTORS.

"FG": FULL SIZE GROUND, SIZE EQUIPMENT GROUNDING

CONDUCTOR TO BE THE SAME SIZE AS THE PHASE CONDUCTORS.

"HH": NEUTRAL CURRENTS EXIST DUE TO HIGH HARMONIC

"NONLINEAR" LOADS. CURRENT CARRYING CONDUCTORS DERATED

ACCORDINGLY. PROVIDE THE IG/HH SIZE FOR THE EQUIPMENT

GROUNDING CONDUCTOR.

"IG": INCLUDE IG (INSULATED/ISOLATED GROUND CONDUCTOR)

SCHEDULED ALONG WITH GROUND OF EQUIPMENT GROUND

CONDUCTOR.

"SE": SUBSTITUTE "SE" CONDUCTOR FOR "G" CONDUCTOR SHOWN,

WHICH IS SIZED FOR THE GROUNDING OF THE SECONDARY OF THE

SEPARATELY DERIVED SYSTEM.

1

JOHANSEN

No. 185978

PETER E.

LIC

EN

SE

D

PROF ESS I ONA L

EN

GI N

EE

R

ST A T E O F 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


VCBO NUMBER:

DATE:

524 SOUTH 600 EAST


801.575.8800

VCBO.COM

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EP601

ONE-LINE DIAGRAM

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BKR: GF=GFCI, GF3=30mA GFCI CAPABLE OF BEING LOCKED OUT IN OPEN POSITION, IG=ISOLATED GROUND, AF=AFCI, ST=SHUNT TRIP, RED=PROVIDE RED COLORED BREAKER,AF=ARC FAULT CURRENT INTERRUPTER, GA=COMBINATION OF GROUND FAULT AND ARC FAULT CIRCUIT INTERRUPTER, GS=COMBINATION OF SHUNT TRIP WITH GFCI

ALL OTHER LOADS @ 100% : 2.0 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITHLARGEST MOTOR CALCULATED @ 125% PER NEC

RECEPTACLES: 12.0 kVA @ 92% = 11.0 kVA - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE = 42

LIGHTING & CONTINUOUS LOADS: 1.8 kVA @ 125% = 2.3 kVA - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA = 15

NEC DIVERSIFIED LOAD CALCULATIONS

CONNECTED AMPS PER PHASE 48 40 45 AVERAGE CONNECTED AMPS PER PHASE = 44

TOTALS: CONNECTED kVA PER PHASE 6 5 5 CONNECTED TOTAL kVA = 16

29 20 1 -- -- -- SPARE 0.0 0.0 SPARE -- -- -- 1 20 30

27 20 1 -- -- -- SPARE 0.0 0.0 SPARE -- -- -- 1 20 28

25 20 1 0.0 0.0 0.6 CO BREAK ROOM 108 0.6 0.0 SPARE -- -- -- 1 20 26

23 20 1 0.0 0.0 1.3 CO PRIVATE ROOM 107 1.3 0.0 SPARE -- -- -- 1 20 24

21 20 1 0.0 0.0 1.3 CO PRIVATE ROOM 106 1.3 0.2 GARBAGE DISPOSAL 0.2 0.0 0.0 1 20 22

19 20 1 0.0 0.0 1.3 CO PRIVATE ROOM 105 1.3 0.2 CO BREAK ROOM 108 0.2 0.0 0.0 1 20 20

17 20 1 0.0 0.0 1.3 CO PRIVATE ROOM 104 1.3 0.2 CO BREAK ROOM 108 0.2 0.0 0.0 1 20 18

15 20 1 0.0 0.7 0.0 CO RETAIL AREA 103 0.7 0.2 CO BREAK ROOM 108 0.2 0.0 0.0 1 20 16

13 20 1 0.0 0.0 1.1 CO ROOM 102, 103 1.1 1.1 CO RETAIL AREA 103 1.1 0.0 0.0 1 20 14

11 20 1 0.0 0.0 0.7 CO STORAGE 101 0.7 0.7 CO RETAIL AREA 103 0.7 0.0 0.0 1 20 12

9 20 1 0.0 0.0 0.4 CO STORAGE 101 0.4 0.5 CO RETAIL AREA 103 0.5 0.0 0.0 1 20 10

7 20 1 0.0 0.0 0.4 CO STORAGE 101 0.4 0.7 POWER 0.0 0.7 0.0 1 20 8

5 20 1 0.5 0.0 0.0 LIGHTING BREAK ROOM 108 0.5 0.7 POWER RETAIL AREA 103 0.0 0.7 0.0 1 20 6

3 20 1 1.1 0.0 0.0 LIGHTING RETAIL AREA 103 1.1 0.5 CO RETAIL AREA 103 0.5 0.0 0.0 1 20 4

1 20 1 0.2 0.0 0.0 EGRESS LIGHTING 0.2 0.2 CO RETAIL AREA 103 0.2 0.0 0.0 1 20 2

NO AMP POLE BKR LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG BKR POLE AMP NO

CKT OCP LOAD (kVA) PHASE LOAD LOAD (kVA) OCP CKT

ACCESSORIES: PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING: 10000

120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 100 AMPERE MAIN LUGS SURFACE BREAK ROOM 108

VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: FED FROM: CABINET: LOCATION: NOTES:

PANEL: "L1C"

1 04/20/20 Add #021