sunrise elementary office remodel · e301 power plan e401 systems plan e501 panelboard schedules...

ENGINEERING CONSULTANTS

STRUCTURAL

634 SOUTH 400 WEST SUITE 100SALT LAKE CITY, UTAH 84101

(801) 466-1699

CALDER RICHARDS STRUCTURAL ENGINEERS

MECHANICAL / PLUMBING

14 EAST 2700 SOUTHSALT LAKE CITY, UTAH 84115

(801) 486-4646

OLSEN & PETERSON CONSULTING ENGINEERS, INC.

ELECTRICAL

635 SOUTH STATE STREETSALT LAKE CITY, UTAH 84111

(801) 532-2196

BNA CONSULTING

A R C H I T E C T U R ECURTIS MINER

CURTIS MINERA R C H I T E C T U R E

233 SOUTH PLEASANT GROVE BLVD.SUITE #105

PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000

FAX: (801) [email protected]

SHEET DESCRIPTION:

DATE:

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THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.

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SUNRISE ELEMENTARY OFFICE

REMODEL

1542 E. 11245 S.SANDY, UT 84092

COVER SHEET CVR

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SUNRISE ELEMENTARY OFFICE REMODEL1542 E. 11245 S.

SANDY, UT 8409224 JAN, 2019

ARCHITECTURALA001 CODE COMPLIANCE & SYMBOL LEGNEDS

A002 LIFE SAFETY PLAN

A003 FIRE PENETRATIONS AND JOINT DETAILS

A004 ACCESSIBILITY COMPLIANCE

A010 DEMO PLAN

A100 OVERALL FLOOR PLAN

A101 FLOOR PLANS

A102 FURNISHING PLAN

A103 REFLECTED CEILING AND ROOF PLAN

A104 CEILING AND ROOF DETAILS

A201 EXTERIOR ELEVATIONS

A251 INTERIOR ELEVATIONS

A252 INTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A551 MILLWORK DETAILS

A601 DOOR AND WINDOWS

A602 DOOR & WINDOW DETAILS

A701 MISCELLANEOUS DETAILS

STRUCTURALS001 STRUCTURAL NOTES

S002 STRUCTURAL NOTES

S101 FOOTING & FOUNDATION PLAN

S102 ROOF FRAMING PLAN

S501 STRUCTURAL DETAILS

MECHANICALM011 MECHANICAL DEMOLITOIN PLAN

M101 MECHAINCAL FLOOR PLAN

M501 MECHANICAL SCHEDULES AND DETAILS

ELECTRICALE001 SYMBOLS, SCHEDULES AND NOTES

E002 SCHEDULES

E111 ELECTRICAL DEMOLITION PLAN

E201 LIGHTING PLAN

E301 POWER PLAN

E401 SYSTEMS PLAN

E501 PANELBOARD SCHEDULES

E601 ELECTRICAL DIAGRAMS

E602 ELECTRICAL DIAGRAMS

ET001 SYMBOLS, SCHEDULES AND NOTES

ET401 INTERCOM PLAN

ET601 AUDIO VISUAL DIAGRAMS

INDEX OF DRAWINGS

PLUMBINGP011 PLUMBING DEMOLITION PLAN

P101 PLUMBING FLOOR PLAN

P501 PLUMBING SCHEDULES AND DETAILS

DESIGN CRITERIA

BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE.2015 INTERNATIONAL EXISTING BUILDING CODE.2015 INTERNATIONAL FIRE CODE.2015 INTERNATIONAL MECHANICAL CODE.2015 INTERNATIONAL PLUMBING CODE.2014 NATIONAL ELECTRICAL CODE.ASHRAE 90.1 (2016 STANDARD)ICC 117.1 -2009UTAH STATE CODE AMENDMENTS, EFFECTIVE 1 JULY 2016

OCCUPANCY CLASSIFICATION: E (EDUCATION)

TYPE OF CONSTRUCTION: II-B

FIRE SEPARATIONS: EXISTING 2 HOUR WALLS SHALL REMAIN, MODIFICATIONS TO THESE WALLS HAPPEN AT THE MAIN ENTRY.

MINIMUM ROOF CLASSIFICATION: A (IBC TABLE 1505.1).

SIGNAGE: TO BE PROVIDED IN ACCORDANCE WITH IBC 1013.4 AND 1111.

ACCESSIBILITY: ACCESSIBILITY (IBC CHAPTER 11 AND ICC A117.1-2009).

FIRE ALARM: REQUIRED. (IBC 907.2.3).FIRE RESISTIVE REQUIREMENTS (IBC TABLE 601).FLAME-SPREAD CLASSIFICATIONS (IBC TABLE 803.11)

ADDITIONAL REQUIREMENTS: ONE 2A10BC FIRE EXTINGUISHER FOR EVERY 3,000 S.F.

SPECIAL INSPECTIONS

SPECIAL INSPECTIONS SHALL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE CHAPTER 17.

THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE OWNER, THE BUILDING OFFICIAL, THE ARCHITECT OF RECORD, THE ENGINEER OF RECORD, AND TO THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT DOCUMENTING THAT THE SPECIAL INSPECTION WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE.

SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: ENGINEERED FILL; CONCRETE; REINFORCING FOR POURED-IN-PLACE CONCRETE ABOVE GRADE; REINFORCED MASONRY (IMMEDIATELY PRIOR TO AND DURING GROUTING); BOLTED CONNECTIONS; FIELD WELDING OF STRUCTURAL ROOF DIAPHRAGMS; ALL OTHER FIELD WELDING; ULTRASONIC OR MAGNETIC TESTING OF ALL STRUCTURAL MOMENT FRAME WELDS; SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE.

DIMENSION NOTES

1. ALL PLAN DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO:A. COLUMN GRID ON CENTERLINES.B. THE OUTER FACE OF CONCRETE OR MASONRY.C. THE CENTERLINE OF WALL.

2. DOOR LOCATIONS NOT DIMENSIONED ARE:A. JAMB FACE 4" FROM FACE OF STUD.B. CENTERLINE OF DOOR ON CENTERLINE OF DOOR OR

CORRIDOR.

3. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS.

4. "FLOOR LINE" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS.

5. VERIFY ALL ROUGH-IN, CONCRETE PAD, OR PLATFORM DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS.

6. FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR GYPCRETE, UNLESS NOTED OTHERWISE.

7. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS NOTED OTHERWISE.





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REMODEL

1542 E. 11245 S.SANDY, UT 84092

CODE COMPLIANCE & SYMBOL

LEGNEDS A001

24 JAN, 2019

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SHEET NOTE

XGLAZING

XWALL TYPES

XWINDOW

XXXDOOR

X'-XX"X

CEILING TAG

AXXX XX

XX

XX

XX

XXAXXX

XX

AXXX

DETAIL NUMBER

SHEET ON WHICHDETAIL OCCURS

DETAIL

NUMBER

SHEET ON WHICHSECTION OCCURS

WALL SECTION

ELEVATION

SHEET ON WHICHELEVATION OCCURS

MATCHLINE

SEE DWGMATCHLINE

ADA CLEAR DISTANCE

ADA CLEAR DISTANCE

WORK POINT OR ELEV. BENCH

MARK

GRID LINES

XX

AXXX

AXXX

XX

XX

AXXX

NUMBER

SHEET ON WHICHSECTION OCCURS

OVERALL BUILDING SECTION

ELEVATION NUMBER

SHEET ON WHICHELEVATION OCCURS

ELEVATION

A

1

MATERIALS LEGEND

EARTH

GRAVEL

CONCRETE

RIGID INSULATION

CONCRETE MASONRY

UNIT

STEEL DECK

WOOD BLOCKING

CONTINUOUS WOOD

MEMBER

METAL

WOOD STUD WALLS

CONTINUOUS METAL STUD

BATT INSULATION

FINISHED WOOD MEMBER

GLASS

XX

SYMBOL LEGEND

SYMBOL LEGEND

SEPARATION LEGEND

TWO-HOUR FIRE SEPARATION

ONE-HOUR FIRE WALL

2

A

B

A002D4

2

2

1

1

AA

BB

CO

MM

ON

PA

TH

TR

AV

EL =

111'

1.20

1.40 1.38

1.38

1.39

1.38

MTL. STUD

CMU

1.18

1.18

A602A2

GENERAL NOTES

A. FILL VOIDS BETWEEN SEPARATION WALLS AND ROOF DECK WITH PRE-FORMED MINERAL WOOL OR SOLID GROUT. SEE WALL TYPES AND SECTIONS FOR TYPICAL DETAILS.

B. THIS PROJECT SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF THE FOLLOWING STANDARDS AND AMENDMENTS TO THEM AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION.

1. 2015 NEC (NATIONAL ELECTRICAL CODE)

2. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)

3. UL (UNDERWRITERS LABORATORIES, INC.)4. NEMA (NATIONAL ELECTRICAL MANUFACTURER’S ASSOC.)

5. IBC 2015 (INTERNATIONAL BUILDING CODE)

6. IFC (INTERNATIONAL FIRE CODE)7. ASHRAE 90.18. STATE AND LOCAL BUILDING AUTHORITY AND CODES

C. REFER TO SPECIFICATION SECTION 078413-7 THRU 078413-10 FOR PENETRATION AND FIRE STOPPING REQUIREMENTS.

2 HOUR FIRE ASSEMBLY

GA FILE NO. ASW 1105 GENERIC 2 HOUR FIRE 50 TO 54 STC SOUND

GYPSUM WALLBOARD, STEEL STUDS

BASE LAYER 1/2" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE OF 2-1/2", 18 NIL (25 GA.) STEEL STUDS 24" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 24" O.C.

FACE LAYER 1/2" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE WITH 1-5/8" TYPE 'S' DRYWALL SCREWS 12" O.C.

JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 1-1/2" MINERAL FIBER INSULATION IN STUD SPACE. (NLB)

THICKNESS: 4-1/2"APPROX. WEIGHT: 9 PSFFIRE TEST: UC, 9-7-64SOUND TEST: CK 654-40, 9-7-65

4 1

/2"





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REMODEL

1542 E. 11245 S.SANDY, UT 84092

LIFE SAFETY PLAN A002

24 JAN, 2019

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SCALE:

3/64" = 1'-0"A002D1OVERALL LIFE SAFETY PLAN

SCALE:

3/16" = 1'-0"A002D4ENLARGED LIFE SAFETY PLAN

SHEET NOTES1.18 MODIFY EXISTING WALL TO BE A 2-HR WALL. ALL MODIFICATIONS TO HAPPEN ON

THE "SCOPE" SIDE OF WALL.

1.20 BRACKET MOUNTED FIRE EXTINGUISHER.

1.38 NEW 2-HR WALL ASSEMBLY.

1.39 NEW 90 MIN. RATED DOOR ASSEMBLY.

1.40 CONTRACTOR TO FIELD VERIFY EXISTING 2-HR WALL. WALL TO REMAIN. AFTERDEMO, WALL TO BE ADJUSTED, PATCHED, AND REPAIRED TO CREATE ANDMAINTAIN 2-HR RATING.

N

FIRE RESISTANT PENETRATION = UL SYSTEM CAJ5030 TYPICAL WHERE OCCURS

METAL PIPE

PIPE INSULATION

3M FIRE BARRIER CS-195+ COMPOSITE SHEET

CONCRETE FLOOR

3M FIRE BARRIERFS-195+ WRAP/STRIP

FIRE RESISTANT PENETRATION = UL SYSTEM CAJ7013 TYPICAL WHERE OCCURS

3M FIRE BARRIER 2000+ SILICONE CAULK

STEEL AIR DUCT

3M FIREMASTER DUCT WRAP

MINERAL WOOL PACKING

CONCRETE FLOOR

3" OVERLAP WITH STEEL BANDING

FIRE RESISTANT PENETRATION = UL SYSTEM FA2002 TYPICAL WHERE OCCURS

PVC PIPE

3M FIRE BARRIERCS-195+ COMPOSITE SHEET

CONCRETE OVERSTEEL DECK

STEEL HOSE CLAMP

3M FIRE BARRIER RC-1 RESTRICTING COLLAR

3M FIRE BARRIERFS-195+ WRAP/STRIP

FIRE RESISTANT PENETRATION = UL SYSTEM WJ2029 TYPICAL WHERE OCCURS

RATED CONCRETEOR BLOCK WALL

PACKING MATERIAL (OPTIONAL)

3M FIRE BARRIER CP25WB+ CAULK ORMOLDABLE PUTTY+

PLASTIC PIPE

RATED CONCRETE OR BLOCK WALL


3M FIRE BARRIER CP 25WB+ CAULK

PIPE INSULATION

METAL PIPE


FIRE RESISTANT PENETRATION = UL SYSTEM WJ5014 TYPICAL WHERE OCCURS

3M FIRE BARRIER CP 25WP+ CAULK OR MOLDABLE PUTTY+

STEEL PIPE OR CONDUIT

1 OR 2 HOUR FIRE RATED WALL ASSEMBLY

FIRE RESISTANT PENETRATION = UL SYSTEM WL1001 TYPICAL WHERE OCCURS

A

A

SECTION A

FLUTED STEEL AND CONCRETE DECK


1" DEFLECTION GAP

3M FIREDAM SPRAY

METAL STUD DEFLECTION CHANNEL

FIRE RATED GYPSUM WALL BOARD ASSEMBLY

FIRE RESISTANT JOINT = UL SYSTEM HWD0031 TYPICAL WHERE OCCURS

2 HOUR FIRE RATED WALL ASSEMBLY


INSULATED CABLE

3M FIRE BARRIER CP 25WP+ CAULK OR MOLDABLE PUTTY+

AS

SE

MB

LY

FLO

OR

/CE

ILIN

G

METAL PIPE, CONDUIT, OR TUBING

FIRE RESISTANT PENETRATION = UL SYSTEM FC1002 TYPICAL WHERE OCCURS



2 HOUR FIRE RATED WALL ASSEMBLY



METAL PIPE OR CONDUIT

PACKING MATERIAL

STEEL SLEEVE



PLASTIC PIPE

3M FIRE BARRIER FS-195+ WRAP/STRIP

AS

SE

MB

LY

FLO

OR

/CE

ILIN

G

PLASTIC PIPE

FIRE RESISTANT PENETRATION = UL SYSTEM FC2115 TYPICAL WHERE OCCURS


3M FIRE BARRIER RC-1 RESTRICTING COLLAR

3M FIRE BARRIER FS-195+ WRAP/STRIP OR 3M INTERAM ULTRA GS

3M FOIL TAPE

STEEL SUPPORT ANGLES


BACKER ROD

3M FIRE BARRIER CP 25WP+ CAULK

SHEET METAL SCREWS

RECTANGULAR HVAC DUCT




INSULATED CABLE

3M FIRE BARRIER FS-195+ WRAP/STRIP

GENERAL NOTES

A. FILL VOIDS BETWEEN SEPARATION WALLS AND ROOF DECK WITH PRE-FORMED MINERAL WOOL OR SOLID GROUT. SEE WALL TYPES AND SECTIONS FOR TYPICAL DETAILS.

B. THIS PROJECT SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF THE FOLLOWING STANDARDS AND AMENDMENTS TO THEM AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION.

1. 2015 NEC (NATIONAL ELECTRICAL CODE)

2. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)

3. UL (UNDERWRITERS LABORATORIES, INC.)4. NEMA (NATIONAL ELECTRICAL MANUFACTURER’S ASSOC.)

5. IBC 2015 (INTERNATIONAL BUILDING CODE)

6. IFC (INTERNATIONAL FIRE CODE)7. ASHRAE 90.18. STATE AND LOCAL BUILDING AUTHORITY AND CODES

C. REFER TO SPECIFICATION SECTION 078413-7 THRU 078413-10 FOR PENETRATION AND FIRE STOPPING REQUIREMENTS.





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REMODEL

1542 E. 11245 S.SANDY, UT 84092

FIRE PENETRATIONS AND JOINT

DETAILS A003

24 JAN, 2019

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SCALE:

3/4" = 1'-0"A003C2FIRE PENETRATION

SCALE:

3/4" = 1'-0"A003E3FIRE PENETRATION

SCALE:


SCALE:

3/4" = 1'-0"A003A3FIRE PENETRATION

SCALE:

3/4" = 1'-0"A003B2FIRE PENETRATION

SCALE:

3/4" = 1'-0"A003D2FIRE PENETRATION

SCALE:


SCALE:

3/4" = 1'-0"A003A4FIRE PENETRATION

SCALE:


SCALE:


SCALE:


SCALE:


SCALE:


SCALE:


GRAB BAR STANDARDBLOCKING @ TOILET(TYP)

GRAB BAR STANDARDBLOCKING @ SHOWER (TYP)

3'-4

"

10"

3'-6"MAX1'-0"

3'-4"

MIN4"

TYP

2'-1

0"

10"

6" 3'-0"

MIN4"

TYP

2'-1

0"

1'-8

"1'

-0" 6" 2'-0" MIN

4"

TYP

2'-1

0"

10"

2'-0" 6"

MIN4"

TYP

2'-1

0"

10"

2'-9" 3"

1'-4

"

TOILETPAPERDISPENSER

GRAB BARADJACENTTO TOILET(ADA)

GRAB BARBEHINDTOILET(ADA)

WRAP ALLPIPING BELOWVANITY TOP

TOP CLEARANCE

VANITY TOP (ADA)

8"2'-0

"3'-4

"1'

-6"

3'-4"

3'-6"

MAX

1'-0"

2'-1

0"

1'-6"

6" 3'-0"

1'-6

"2'

-10"

MAX

2'-1"

11"

9"

MIN

1'-6

"

MIN

2'-3

"

MA

X

2'-1

0"8"

1'-5

"

(ADA)URINAL

2'-0

"

URINALMIRRORSURFACEMOUNTED(ADA)

PAPERTOWELDISPENSER

CLOTHESHOOK(ADA)

SOAPDISPENSER

ADA TACTILESIGNAGE

DUPLEXOUTLET

DUPLEXOUTLET

SWITCH THERMOSTAT FIREEXTINGUISHER

MA

X

4'-0

"

MA

X

4'-0

"

16"

MIN

MA

X

5'-0

"

3'-4

"

4'-0

"

3'-4

"

MIN

2'-0"

3'-4

"3'

-0"

SEAT COVER DISPENSER (ADA)

2'-0

" 3'-4

"

SEAT COVER DISPENSER

2'-4

"

SANITIZED NAPKIN DISPOSAL

MIN

4'-0

"

CONTROL PANEL

B

2

4

6

8

"

*1

S

3

5

7

*

MIN

2'-1

1" MA

X

4'-0

"

MA

X

2'-3

"

ELECTRICWATERCOOLER(ADA)

ELECTRICWATER COOLER(CHILDREN)

TOECLEARANCE

2'-1

0"

15" MIN

MA

X

3'-0

"

MIN

2'-3

"

1'-6

"

9"

11"

8"

2'-4

"

15" MIN

MA

X

2'-6

"

15d

5" MAX

WHEEL CHAIR ELECTRICWATERCOOLER

STANDING ELECTRICWATER COOLER

MIN

3'-2

"

15" MIN

MA

X

3'-7

"

15d

5" MAX

15d

5" MAX

SWITCH

RECEPTACLE

GFCI RECEPTACLE

4'-0" MAX.; 3'-8" IFCOUNTER IS

LESS THAN 20"DEEP; 3'-6" FOR

ACCESSIBLE

LIGHT FIXTURE

MIRROR

GFCIRECEPTACLE

KITCHEN BATHROOM

LAVATORY

GFCIRECEPTACLE

BASEMENT,LAUNDRY,UTILITY ROOM

MIN2 1/2"

MA

X.

4' -

0"

MIN

1' -

6"

MA

X

4' -

0"

7' -

0"

3' -

6"

(4'-0"

IN

GA

RA

GE

S)

34"

MA

X

PHOTOPOLYMER FACE(MUST BE PHOTOPOLYMER NOT APPLIED TACTILE)

PAPER INSERT

PHOTOPOLYMER FACE

PAPER INSERT

INTERNAL STRUCTURAL BACKER

EXTRUDED ALUMINUM EDGE RAILS

POWDER-COATED STEEL HOLDER

CONCEALED SCREWS

FACULTY LOUNGE

MOUNTING HEIGHT: CHARACTERS SHALL BE 48" MIN. AND 60" MAX ABOVE GROUND SURFACE

NOTE: EACH ROOM DOOR TO RECEIVE SIGNAGE. SOME ROOMS MAY RECEIVE MORE THAN ONE SIGN, SEE FLOOR PLANS.

ROOM NAME

BRAILLEIDENTIFICATION

9"

2"6"

8"

A01ROOM NUMBERUP TO 4 NUMBERS OR LETTERS

PRINTED SCHOOL LOGO

ELECTRICAL ROOM


NOTE: EACH ROOM DOOR TO RECEIVE SIGNAGE. SOME ROOMS MAY RECEIVE MORE THAN ONE SIGN, SEE FLOOR PLANS.

ROOM NUMBERUP TO 4 NUMBERS OR LETTERS

ROOM NAME

BRAILLE IDENTIFICATION

9"

4"

A01

RESTROOM


NOTE: EACH ROOM DOOR TO RECEIVE SIGNAGE. SOME ROOMS MAY RECEIVE MORE THAN ONE SIGN, SEE

FLOOR PLANS.

ROOM NAME

BRAILLEIDENTIFICATION

9"

2"6"

8"





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1542 E. 11245 S.SANDY, UT 84092

ACCESSIBILITY COMPLIANCE A004

24 JAN, 2019

CMA 17-006.5CLL

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SCALE:

1/4" = 1'-0"A004C5TYPICAL BLOCKING DETAILS

SCALE:

1/4" = 1'-0"A004D5TYPICAL ACCESSORY HEIGHTS

SCALE:

1/4" = 1'-0"A004D1TYPICAL ACCESSORY HEIGHTS

SCALE:

1/4" = 1'-0"A004C1TYPICAL ACCESSORY HEIGHTS

SCALE:

1/4" = 1'-0"A004B1TYPICAL ACCESSORY HEIGHTS

SCALE:

3" = 1'-0"A004B5TYP. SIGN ASSEMBLY DETAIL

SCALE:

6" = 1'-0"A004A5TYPICAL SIGN DETAIL

SCALE:

6" = 1'-0"A004A1STORAGE/MECH./ELEC. SIGN DETAIL

SCALE:

6" = 1'-0"A004A3RESTROOM SIGN DETAIL

2

2

1

1

AA

BB

3.01

3.04

3.02

3.04

3.02

3.02

3.02

3.01

3.02

3.02 3.02

3.02

3.02

3.11

3.11

3.01

3.14 3.123.12

TYP

3.06

TYP3.04

3.04

3.04

3.04

3.04

TYP

3.063.01

3.01

3.01

3.01

3.023.02

3.01

3.02

3.01

3.01

3.01

3.20

3.01

3.01

3.01

3.01

3.14

3.14

3.02

3.02

3.18

3.18

3.18

3.183.18

3.21

ELECTRICAL DEMOFOR ELECTRICAL COMPONENTS WITHIN THIS AREA, REFER TO ELECTRICAL SHEETS

PLUMBING DEMOFOR PLUMBING COMPONENTS WITHIN THIS AREA, REFER TO PLUMBING SHEETS

MECHANICAL DEMOFOR MECHANICAL COMPONENTS WITHIN THIS AREA, REFER TO MECHANICAL SHEETS

3.19

3.19

3.22

3.22

3.22

3.18

3.23

3.72

3.18

3.18

3.18

3.18

3.73

3.73

3.73 3.733.73

3.73

3.73

3.73

3.73

3.73

3.73

3.74

3.75

3.02

3.73

3.13

3.13

3.13

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

21

3.14

3.16

HATCHED AREA TO BE DEMOLISHED

3.16

8'-4

"3'

-0"

3.14


2'-5 1/4"22'-8 7/8"3'-7 15/16"

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

A

HATCHED AREA TO BE

DEMOLISHED

HATCHED AREA TO BE

DEMOLISHED

3.14 3.14 3.17

12'-0" 14'-5" 4'-0" 36'-0" 12'-8"

3.13 3.13 3.133.173.173.173.173.17

J. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PROTECT ALL NEW FACILITIES DURING THE CONSTRUCTION PERIOD UNTIL THE DESIGN GRADE AND COVER HAVE BEEN REACHED AND WORK HAS BEEN ACCEPTED BY OWNER.

K. CONTRACTOR TO PROVIDE DUST BARRIER, SAFTEY BARRIER AND CONSTRUCTION SCHEDULE TO DISTRICT PRIOR TO CONSTRUCTION ACTIVITIY IN THIS AREA.

L. A STAGING PLAN WILL NEED TO BE PROVIDED TO THE SCHOOL DISTRICT AND STATE FIRE MARSHAL FOR APPROVAL PRIOR TO CONSTRUCTION. STAGING PLAN WILL INCLUDE A SCHEDULE OF TEMPORARY FENCING, SITE ACCESS AND DELIVERY OF ALL MATERIALS, ETC.

GENERAL NOTES

A. IT IS RECOMMENDED THAT ALL CONTRACTORS VISIT THE PROJECT SITE PRIOR TO SUBMITTING THEIR BIDS. IT SHALL BE THE RESPONSIBILITY OF EACH BIDDER TO UNDERSTAND THE FULL SCOPE OF THE DEMOLITION AND NEW CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR NOT FULLY UNDERSTANDING THE SCOPE OF THE PROJECT.

B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURES, DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPENCIES.

C. PRIOR TO STARTING DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS, BONDS, AND APPROVALS HAVE BEEN OBTAINED. ALL PERMIT AND BOND FEES ARE TO BE PAID BY THE OWNER.

D. THE GENERAL CONTRACTOR IS TO REMAIN WITHIN THE CONTRACT LIMITS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PATCH, REPLACE, AND REPAIR ALL EXISTING STRUCTURES, FIXTURES, CONCRETE SIDEWALKS, CURBS, GUTTERS, PAVED ASPHALT, AND SOD AFFECTED BY THE NEW CONSTRUCTION OUTSIDE OF THE CONTRACT LIMIT LINES DUE TO NEW CONSTRUCTION.

E. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT THE EXISTING ARCHITECTURAL, ELECTRICAL, PLUMBING AND MECHANICAL ITEMS DURING THE DEMOLITION PHASE. (PATCH, REPLACE, AND REPAIR TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND OLD CONSTRUCTION.)

F. OWNER WILL OCCUPY SITE AND BUILDING DURING ENTIRE CONSTRUCTION PERIOD. COOPERATE WITH OWNER DURING CONSTRUCTION OPERATIONS TO MINIMIZE CONFLICTS AND FACILITATE OWNER USAGE. PERFORM WORK SO AS NOT TO INTERFERE WITH OWNER'S DAY-TO-DAY OPERATIONS. MAINTAIN EXISTING EXITS UNLESS OTHERWISE INDICATED.

G. THE OWNER RESERVES THE RIGHT TO REMOVE ANY SALVAGEABLE MATERIALS RESULTING FROM DEMOLITION WORK AND SITE CLEARING. REMAINING MATERIAL THEN BECOMES THE PROPERTY OF THE GENERAL CONTRACTOR TO BE PROPERLY DISPOSED OF.

H. ALL STRUCTURAL FILL SHALL CONSIST OF IMPORTED GRANULAR SOIL (SEE GEOTECH REPORT). ON SITE SILT AND CLAY SOIL MAY NOT BE USED AS STRUCTURAL FILL. COORDINATE WITH GEOTECH AND STRUCTURAL SHEETS.

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.






SHEET DESCRIPTION:

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PROJECT #:

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CHECKED BY:

MARK


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REMODEL

1542 E. 11245 S.SANDY, UT 84092

DEMO PLAN A010

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

3/16" = 1'-0"A010D3DEMOLITION FLOOR PLAN

SCALE:

3/16" = 1'-0"A010B1DEMO EXTERIOR ELEVATION - FRONT

SHEET NOTES3.01 REMOVE EXISTING WALL.

3.02 REMOVE EXISTING DOOR AND FRAME.

3.04 REMOVE EXISTING PLUMBING FIXTURE.

3.06 REMOVE EXISTING TOILET PARTITIONS.

3.11 REMOVE EXISTING GLAZING SYSTEM.

3.12 PARTIAL SECTION OF EXISTING PARTITION WALL TO REMAIN.

3.13 REMOVE EXISTING WINDOW.

3.14 REMOVE PARTIAL SECTION OF EXTERIOR WALL. SEE DEMOLITION ELEVATIONS. SEESTRUCTURAL DRAWINGS FOR STRUCTURAL IMPLICATIONS AND REQUIREDSTRUCTURAL DESIGN.

3.16 PARTIAL SECTION OF EXISTING EXTERIOR WALL TO REMAIN.

3.17 EXISTING EXTERIOR WALL TO REMAIN.

3.18 REMOVE EXISTING MILLWORK.

3.19 REMOVE EXISTING BRICK VENEER.

3.20 EXISTING 90 MIN. DOORS, FRAME & HARDWARE TO BE REMOVED.

3.21 REMOVE EXISTING FINISHES DOWN TO STRUCTURAL WALL. PREP FOR NEWFINISHES.

3.22 REMOVE EXISTING FURING WALL AND FINISHES. EXISTING STRUCTURE TO REMAIN.PREP FOR NEW WALL FINISH.

3.23 HATCHED AREA DENOTES DEMO OF EXISTING CONCRETE SLAB IN PREPERATIONFOR NEW 4" GRAVEL AND 4" CONCRETE PAD. SEE FLOOR PLAN FOR DIMENSIONSAND DEPTHS OF NEW CONCRETE. COORDINATE CONCRETE REMOVAL WITH NEWPLUMBING REQUIREMENTS.

3.72 REMOVE EXISTING AWNING AND SOFFIT

3.73 REMOVE EXISTING FLOOR FINISHES AND PREP. FOR NEW FLOOR FINISHES. WHERETHERE IS TILE, CONTRACTOR TO REMOVE TILE AND THINSET. LEVEL FLOOR ANDPREP. FOR NEW FINISHES.

3.74 REMOVE EXISTING RATED CORRIDOR CEILING.

3.75 TIE EXISTING RATED CORRIDOR CEILING INTO NEW 2 HOUR WALLS TO MAINTAIN A 1HOUR RATED COORIDOR

SCALE:

3/16" = 1'-0"A010A1DEMO EXTERIOR ELEVATION - LEFT SIDE

N

SCALE:

3/16" = 1'-0"A010C1DEMO EXTERIOR ELEVATION - RIGHT SIDE

2

2

1

1

A A

B B

A101D3

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.

B. COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

C. FOR CLARITY, ONLY THE MILLWORK WITH PLUMBING FIXTURES IS SHOWN ON FLOOR PLANS. SEE FURNISHINGS AND INTERIOR ELEVATION PLANS FOR FULL EXTENT OF MILLWORK BASES, AND COUNTERTOPS.

D. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL APPLIANCES WITH OWNER PRIOR TO PURCHASING EQUIPMENT AND FABRICATING MILLWORK.

E. PROVIDE BACKING/BLOCKING FOR WALL MOUNTED ITEMS-INCLUDING GRAB BARS, HANDRAILS, SIGNAGE AND EQUIPMENT AS REQUIRED.

F. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

OVERALL FLOOR PLAN A100

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

1/16" = 1'-0"

OVERALL MAIN FLOOR PLANN

S 2 1

S 2 1

A201

D1

A201

2

2

1

1

OFFICE

105

OFFICE

106

RESTROOM

109

RESTROOM

110

FACULTY

LOUNGE

107

NURSE

112

RESTROOM

111

RECEPTION

101

PRINCIPAL

102

ELEC.

104

STORAGE

103

HALL

108

CORRIDOR

113

SECURE

ENTRY

100

AA

BB

16'-1

0"10

'-3"

10'-0

"19

'-2"

13'-1

0"12

'-8"

70'-0

"

27'-0" 1'-7" 11'-8" 7'-5" 1'-7"

C1

C

C

D

C

C

C

B

A

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

107

106

105

109

110

108

111

112

103

102

113A

101A

100

113B

A2

A2

A2 A2

A2

A2

A1

A1

12'-1

1"8'

-11"

6'-5

"7'

-1"

6'-1

0"5'

-5"

EDA1A1

C4

A301

70'-0

"

D1

A301

F

2'-11" 8'-3"

4'-11" 8'-2" 8'-2" 5'-11"

6'-7"

D4

A301

G

2'-4"

8.20

8.20

8.37

8.378.14 8.07

4.81

1.29

1.29

4.81

4.81

4.81

8.14

8.14

8.14

8.40

8.39

8.41

8.17

8.17

8.17

8.14

8.14

8.33

8.33

8.07

8.37

8.14

8.37

5.70

5.705.70

5.70

8.14

8.14

5.02

8.33

REF.

101C104

8.39

6'-5"

4.67

8.08

4.67

3'-3

"

4.67C

4.72

4.86 4.86

4.32

4.31

4.314.31

101B

A2

A2

A2

1.29

1.41

1.29

5.03 5.03

5.03

5.03

5.03

5.03

4.72

4.72

4.86

4.86

1'-5 7/8"

5'-0

"

1.20

4.04

A602A2

J

H

H

H

H

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.

B. COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

C. FOR CLARITY, ONLY THE MILLWORK WITH PLUMBING FIXTURES IS SHOWN ON FLOOR PLANS. SEE FURNISHINGS AND INTERIOR ELEVATION PLANS FOR FULL EXTENT OF MILLWORK BASES, AND COUNTERTOPS.

D. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL APPLIANCES WITH OWNER PRIOR TO PURCHASING EQUIPMENT AND FABRICATING MILLWORK.

E. PROVIDE BACKING/BLOCKING FOR WALL MOUNTED ITEMS-INCLUDING GRAB BARS, HANDRAILS, SIGNAGE AND EQUIPMENT AS REQUIRED.

F. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION

EXTERIOR - INTERIOR• 5/8" TYPE 'X' GYPSUM BOARD -

PAINTED• 3 5/8" METAL STUDS @ 16" O.C.• 3" SOUND BATTS• 5/8" TYPE 'X' GYPSUM BOARD -

PAINTED

EXTERIOR - INTERIOR• 5/8" TYPE 'X' GYPSUM BOARD -

PAINTED• 6" METAL STUDS @ 16" O.C.• 5" SOUND BATTS• 5/8" TYPE 'X' GYPSUM BOARD -

PAINTEDSOUND RATEDSTC RATING: 40SEE TEST # RAL-TL11-125

ONE HOUR RATEDUL U419TO DECK ABOVE

7 1/

4"

SOUND RATEDSTC RATING: 40SEE TEST # RAL-TL11-125

ONE HOUR RATEDUL U419TO DECK ABOVE

4 7/

8"

EXTERIOR-INTERIOR• ALUMINUM COMPOSITE MATERIAL

PANEL• 2" AIR GAP• 5/8" DENSGLASS FIBER GLASS MAT

SHEATHING• AIR/WEATHER BARRIER• A1 - 2" METAL STUDS @ 16" O.C. • A2 - 6" METAL STUDS @ 16" O.C.

A

*SEE EXTERIOR ELEVATIONS

EXTERIOR-INTERIOR• ALUMINUM COMPOSITE MATERIAL

PANEL• 2" AIR GAP• EXISITNG WALL

*SEE EXTERIOR ELEVATIONS

2 1/

2"

C

D

B

WALL TYPE

WALL TYPE

WALL TYPE

WALL TYPE





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

31:2

5 P

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

FLOOR PLANS A101

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

3/16" = 1'-0"

FLOOR PLAN

SHEET NOTES1.20 BRACKET MOUNTED FIRE EXTINGUISHER.

1.29 CARD READER, SEE ELECTRICAL.

1.41 LOCK DOWN CARD SWIPE

4.04 NEW RATED DOOR AND FRAME IN EXISTING OPENING.

4.31 DEPRESS NEW CONCRETE SLAB 2" WHERE TILE OCCURS IN ALL RESTROOMS &TOILET ROOMS FOR TILE AND SETTING BED. SLOPE TO NEW FLOOR DRAIN. SEESTRUCTURAL SHEETS."

4.32 SLOPE NEW CONCRETE FLOOR SLAB TO NEW FLOOR DRAIN. COORDINATE WITHPLUMBING SHEETS.

4.67 PROVIDE METAL STUD WALL WITH GYP OR PLAM FINISH BELOW DESK. SEEDETAILS.

4.72 PUSH BOTTON DOOR MAG RELEASE WITH COVER UNDER DESK. SEE DOORHARDWARE AND ELECTRICAL SHEETS.

4.81 BARRIER FREE ENTRANCE WITH ADA ACTIVATORS AND DOOR OPERATORS. SEEDOOR HARDWARE.

4.86 NEW PAINTED 5/8" GYP. OVER NEW 1" HAT CHANEL ATTACHED TO EXISTINGSTRUCTURE.

5.02 ELECTRIC WATER COOLER WITH BOTTLE FILLER, SEE PLUMBING SHEETS.

5.03 ROLLER SHADES.

5.70 PRE-FINISHED ALUMINUM STOREFRONT SYSTEM.

8.07 REFRIGERATOR (NIC).

8.08 ICE MAKER, OWNER SUPPLIED CONTRACTOR INSTALLED.

8.14 ARCHITECTURAL MILLWORK. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS.

8.17 PRINTER (NIC)

8.20 RECEPTIONIST DESK, SEE INTERIOR ELEVATIONS.

8.33 FURNITURE BY OWNER. (NIC)

8.37 LAMINATE COUNTERTOP WITH BASE AND UPPER MILLWORK, SEE INTERIORELEVATIONS.

8.39 MICROWAVE, OWNER PROVIDED CONTRACTOR INSTALLED.

8.40 ELECTRICAL STOVETOP AND OVEN BY OWNER. (NIC)

8.41 VENDING MACHINE BY OWNER. (NIC)

N

A251

A252

C4

C3

A251

2

2

1

1

AA

BB

D4

D3F

B

W

F

FACULTY

LOUNGE

107

W1,W4,W5

B1

F1,F4

F

B

W

F

HALL

108

W1,W4,W5

B1

F1

F

B

W

F

OFFICE

106

W1

B1

F1

F

B

W

F

OFFICE

105

W1,W4,W5

B1

F1

F

B

W

F

ELEC.

104

W1

B2

F4

F

B

W

F

STORAGE

103

W1

B1

F1

F

B

W

F

PRINCIPAL

102

W1,W4,W5

B1

F1

F

B

W

F

RECEPTION

101

W1,W4,W5

B1

F1

F

B

W

F

SECURE ENTRY

100

W1,W3

B3

F2

F

B

W

F

CORRIDOR

113

W1,W3,W6

B3

F1,F2F4

D3

C2

C3

D2

A252 C1

C2

D1

D2

A251 C4

C5

D4

D5

A251 C4

D5

C5

D4

A252

A5

B4

B5

A4

A252

A3

A2

B3

B2

A252A4

B5

B4

A5

A252A4

B5

B4

A5

B1

B3

A1

A251 A3

A4

A251

B4

A5

TS-1

TS-1

TS-1

TS-2

TS-3

A252

B1

B5

A102D1

B

8.17

8.17

8.17

REF. 8.39

8.418.16

8.39

8.17

8.40

C

C

CA

5.01

5.01

5.01

5.01

5.01 5.01

Ice Machine - Provided by owner installed by contractor

5.97

5.97

5.97

5.96

C5

A551

D5

A551

B5

A551

C5

A551

D5

A551

1.20

5.99

5.96

8.42

8.42

8.14

8.14 C

C

5.03

5.03

5.03

5.03

5.03

5.03

5.03 5.03

NEW WALL FINISHES

EX. WALL FINISHES1.42

NEW WALL FINISHES

EX. WALL FINISHES

1.42

F

B

W

F

STOR.

100B

W1

B2

F4

A602A2

FINISH SCHEDULE / LEGEND

F1

CODE MATERIAL

NOTE: SEE INTERIOR ELEVATIONS FOR EXTENT OF FINISHES

FLO

OR

BA

SE

WA

LL

SEALED CONCRETE WITH OPAQUE SEALER

F2

F3

F4

F5

B1

B2

6" PORCELAIN TILE BASE - SEE SPECIFICATIONS & TYPICAL ELEVATIONSB3

W1

W2

W3

PAINTED GYPSUM BOARD - FIELD COLOR

PAINTED GYPSUM BOARD - ACCENT COLOR 1

12" X 24" PORCELAIN TILE - SEE SPECIFICATIONS & TYPICAL ELEVATIONS

24" x 24" CARPET TILES -SEE SPECIFICATIONS

W4

W5

W6

4" HARDWOOD CHAIR RAIL

VINYL WALL COVERING FROM FLOOR TO CHAIR RAIL

CONTINUOUS TACK STRIP

WALK-OFF MAT - 24" x 24" TILES -SHAW WELCOME II 5T031 EBONY SEE SPECIFICATIONS

12" x 24" PORCELAIN TILE - DALTILE ELECTRIC MOSS VL79 (FIELD) AMPLIFY BLACK VL70 (ACCENT)SEE SPECIFICATIONS

18" x 36" LUXURY VINYL TILE -MOHAWKMETAL 859 ON THE LINESEE SPECIFICATIONS

CARPET BASE - MOHAWK - 7988 PENCIL POINT - SEE SPECIFICATIONS

4" RUBBER BASE - JOHNSONITE ROPPE BLACK - SEE SPECIFICATIONS

TRANSITION STRIP SCHEDULE

TS-1 MARBLE THRESHOLD

JOHNSONITE, SLIM LINE NOSING SLN-XXB, COLOR AS APPROVED BY ARCHITECT, 0.8" TO 1/4"

CARPET/ LVT TO TILE

CARPET TO LVT

SPECIFICATIONTRANSITION

JOHNSONITE, SLIM LINE NOSING SLN-XXB, COLOR AS APPROVED BY ARCHITECT, 0.8" TO 1/4"

CARPET TO CONC.

TS-2

TS-3

A252

A5

B4

B5

A4

A252

A3

A2

B3

B2

A252

B1

F

B

W

F

RESTROOM

110

W1,W3

B3

F3

F

B

W

F

RESTROOM

111

W1,W3

B3

F3

F

B

W

F

RESTROOM

109

W1,W3

B3

F3

F

B

W

F

NURSE

112

W1

B2

F4

F

B

W

F

HALL

108

W1,W4,W5

B1

F1

F

B

W

F

RECEPTION

101

W1,W4,W5

B1

F1

REF

TS-1

TS-1

TS-1

TS-2

5.05

5.05

5.05

TYP

8.33

8.37 7.10 8.07

TYP

8.14

TYP

8.33

1.07

1.07

1.07

1.07

W1830

454814

W1830

424814

A252A4

B5

B4

A5

A252A4

B5

B4

A5

1.07

1.07

DISPLAY BOARD LEGEND

A MARKER BOARD

TYPE SIZE

8'-0" x 4'-0"

B

C

D

WOOD ENCASED MARKER BOARD

TACK BOARD

TACK BOARD

8'-0" x 4'-0"

6'-0" x 4'-0"

4'-0" x 4'-0"

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ARCHITECT.

B. ALL COLORS SELECTIONS AND FINISH MATERIALS AND STYLES SHALL BE COORDINATED WITH OWNER AND ARCHITECT.

C. MILLWORK SHOWN FOR CLARITY. PROVIDE FLOORING UNDER EQUIPMENT, MILLWORK AND COUNTERTOPS.

D. SEE INTERIOR ELEVATIONS MILLWORK DETAILS FOR FINISHES OF MILLWORK BASES, AND COUNTERTOPS.

E. PAINTED DOOR TRIM COLOR TO BE SELECTED BY OWNER AND ARCHITECT.F. CONTRACTOR TO VERIFY TRANSITION STRIP DIMENSIONS WITH MATERIAL

THICKNESSES.G. SEE ELECTRICAL SHEETS FOR LOCATIONS OF OUTLETS, SWITCHES, DATA,

TELEPHONE, TELEVISION, INTERCOMS, CLOCKS, SPEAKERS, HORNS, STROBES, ETC.

H. PROVIDE 3" DIAMETER HOLE THRU COUNTER TOP AT ALL POWER AND DATA OUTLETS BELOW CABINET. PROVIDE 3MM PVC SLEEVE AROUND OPENING. COORDINATE WITH ELECTRICAL SHEETS. DRILL OPENING AFTER MILLWORK HAS BEEN INSTALLED FOR ACCURATE LOCATION WITH ELECTRICAL.

I. FINAL LOCATION OF ALL RESTROOM EQUIPMENT TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION.

J. ALL MILLWORK NUMBERS NOTED ARE PER TMI SYSTEMS. COORDINATE BETWEEN ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS FOR MISCELLANEOUS ITEMS THAT MAY ONLY BE SHOWN ON ONE OR THE OTHER.

K. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL DRYWALL CORNERS.L. PROVIDE SCHULTER TRIM PIECE ON ALL EXPOSED TILE EDGES AND EXTERIOR

CORNERS.

GENERAL NOTES

FURNISHING TAGS LEGEND

TRANSITION STRIP TAG

WALL & BASE FINISH SPECIFIC

PNT-1B-1

WALL FINISH

BASE FINISH

TS-?

MATERIAL TRANSITION

TRANSITION STRIP NUMBER

101

ROOM NAME

F

B

W

ROOM NUMBERROW 1 - FLOOR FINISH

ROW 2 - BASE

ROW 3 - WALL FINISH

ROW 4 - MILLWORKM





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

31:3

1 P

M

BIM

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

FURNISHING PLAN A102

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

3/16" = 1'-0"A102D3FURNISHING PLAN

SCALE:

3/8" = 1'-0"A102D1ENLARGED FURNISHING PLAN

SHEET NOTES1.07 ADA COMPLIANT 42" HORIZONTAL, 36" HORIZONTAL & 18" VERTICAL GRAB BARS AT

TOILET. BASIS OF DESIGN: BOBRICK; MODEL 6806.

1.20 BRACKET MOUNTED FIRE EXTINGUISHER.

1.42 STAINED 1X4 TRANSITION BOARD RUN VERTICALLY FROM FLOOR TO CEILING.

5.01 SOLID SURFACE WINDOW SILL.

5.03 ROLLER SHADES.

5.05 MIRROR.

5.96 TYPICAL CORRIDOR TILE. SEE FINISH SCHEDULE.

5.97 NEW CORRIDOR TILE WAINSCOT. SEE FINISH SCHEDULE.

5.99 MILLWORK PONY WALL WITH 270d SWING DOOR BUILT INTO MILLWORK WITHLOCKING HASP IN CLOSED AND EACH OPEN POSITION.

7.10 SINK.


8.14 ARCHITECTURAL MILLWORK. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS.

8.16 TELEVISION (NIC)

8.17 PRINTER (NIC)

8.33 FURNITURE BY OWNER. (NIC)

8.37 LAMINATE COUNTERTOP WITH BASE AND UPPER MILLWORK, SEE INTERIORELEVATIONS.




8.42 COMPUTER MONITOR BY OWNER. (NIC)

N

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.

B. MECHANICAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND CEILING SUBCONTRACTORS SHALL COORDINATE THEIR WORK. IN CASE OF CONFLICT, THE REFLECTED CEILING PLAN SHALL TAKE PRECEDENCE.

C. COORDINATE INSTALLATION OF ALL "AFTER CONTRACT" ASSEMBLIES PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

D. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT.E. SEE ENGINEERING SHEETS FOR ADDITIONAL REQUIREMENTS.F. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS PER MANUFACTURER'S

RECOMMENDATIONS.G. SEE DETAILS FOR TYPICAL SEISMIC, SEISMIC LIGHT & WALL BRACING.H. ALL MECHANICAL UNITS AND ROOF PENETRATIONS MAY NOT BE SHOWN. REFER

TO ENGINEERING SHEETS FOR ALL REQUIRED MECHANICAL UNITS AND ROOF PENETRATIONS. PROVIDE FLASHING, CRICKETS, AND REGLETS AT EACH UNIT. CRICKETS TO SLOPE 1/4" PER FOOT MINIMUM. SEE TYPICAL ROOF DETAILS.

I. CEILING HEIGHTS SHOWN ARE ABOVE FINISH FLOOR IN WHICH THEY ARE CALLED.

J. MECHANICAL CURBS TO BE 12" MINIMUM ABOVE NEAREST HORIZONTAL OR SLOPED ROOF SURFACE.

K. SLEEPER INSTALLATION NOT PERMITTED AT MECHANICAL UNITS. PROVIDE FULL MECHANICAL CURB DETAILING.

L. SEE EXTERIOR ELEVATIONS AND ELECTRICAL LIGHTING PLAN FOR ADDITIONAL LIGHTING INSTRUCTIONS.

M. PAINT ALL JOISTS, DECK, MECHANICAL DUCTWORK, CONDUIT, SUPPORTS, ETC. ABOVE AND EXPOSED BELOW SUSPENDED ACOUSTICAL CEILING PANELS.

N. PRIOR TO INSTALLATION OF CEILING SYTEMS, ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND CEILING SUB-CONTRACTORS SHALL COORDINATE THEIR WORK WITH THE REFLECTED CEILING PLAN. IF ANY CONFLICTS OCCUR, THE REFLECTED CEILING PLAN SHALL TAKE PRECEDENCE.

O. CUT ALL ROOFING ANCHORS THAT PENETRATE EXPOSED PAINTED STRUCTURE AT 2" FROM DECKING.

P. ALL CEILING SYSTEMS SHALL BE BRACED AS PER LOCAL BUILDING CODE.Q. DO NOT SCALE DRAWINGS.

CEILING LEGEND

TYPE DESCRIPTION

D

C

B

A2x2 SUSPENDED CEILING SYSTEM WITH GRID. SEE SPECIFICATIONS. SEE DETAIL A3/A701

PAINTED 5/8" TYPE "X" GYPSUM BOARD WITH SMOOTH FINISH. SEE DETAIL A2/A701

PREFINISHED ACM TO MATCH ADJACENT ACM WALL.

OPEN TO EXPOSED STRUCTURE ABOVE

ELECTRICAL SYMBOLS

2'x4' FLUORESCENT LIGHT FIXTURE

2'x2' FLUORESCENT LIGHT FIXTURE

1'x4' RECESSED LIGHT FIXTURE

RECESSED DOWNLIGHT

FLUORESCENT STRIP LIGHT FIXTURE

EXIT SIGN

SUPPLY DIFFUSER

EXHAUST FAN

RETURN AIR DIFFUSERLARGE PENDANT LIGHT

SMALL PENDANT LIGHT

WALL-MOUNTED LIGHT FIXTURE

2

2

1

1

AA

BB

A10'-0"

A10'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

B9'-0"

B9'-0"

B9'-0"

A9'-0"

A10'-0"

C11'-4"

C10'-0"

A9'-0"

A9'-0"

5.16

2'-10" 4" 4" 2'-10"

2'-7

"4"

4"2'

-10"

4.034.03

4.03

5.15

4"1'

-8"

4"

5.165.16

4" 1'-8"

4"1'

-8"

4" 1'-8" 4"

4"2'

-6"

4"

4" 2'-6" 4"

4"2'

-6"

4"

2'-8" 4"

5.15

5.165.16

D4

A104

A5

A104

A5

A104

B8'-8"

B8'-8"

B8'-8"

A10'-0"

A9'-0"

B5

A104

B5

A104

A9'-0"

3.76

A602A2

2

2

1

1

AA

D1

A301

D4

A301

A103C1

2

2

AA

D4

A301

D4

A301

2'-7" 11'-2" 6'-11" 2'-7"

13'-9" 9'-6"

5'-7

"

9.03





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

REFLECTED CEILING AND ROOF

PLAN A103

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

3/16" = 1'-0"A103D3LEVEL 1 REFLECTED CEILING PLAN

SCALE:

3/16" = 1'-0"A103D1ROOF PLAN

SHEET NOTES3.76 CONTRACTOR TO WORK WITH THE OWNER AND THE ARCHITECT AFTER

DEMOLITION TO SEE IF CEILING HEIGHTS CAN BE RAISED AND MAXIMIZED AT THEFRONT ENTRY

4.03 22" x 30" CEILING ACCESS PANEL, KEY LOCKED. FIELD VERIFY WITH MECHANICALAND CEILING CONTRACTORS(EPOXY PAINT WHEN IN CERAMIC TILE CEILINGS).

5.15 ACCENT PAINTED GYP. SOFFIT. COLOR BY ARCHITECT.

5.16 DASHED LINE DENOTES PAINTED EXPOSED ABOVE CEILINGS, TYP. SEE DETAILS.

9.03 DURING CONSTRUCTION, PATCH, REPAIR OR REPLACE ROOFING AS NECESSARY.

SCALE:

3/8" = 1'-0"A103C1ENLARGED ROOF PLAN

N

#9 WIRES @ 36" O.C. TO STRUCTURE ABOVE

1 1/2" MAIN RUNNER CHANNELS @ 48" O.C.

7/8" HAT CHANNELS @ 16" O.C.

5/8" TYPE 'X' GYPSUM BOARD (PAINTED)

CONTINUOUS CAULK

WALL LINE

SUSPENDED METAL "T" BAR

LAY-IN ACOUSTICAL CEILING TILE

WALL ANGLE WITH CODE COMPLIANT SEISMIC CLIPS

WALL LINE

MAX

8"MAIN RUNNERS AND #12 WIRES @ 48" O.C. TYPICAL

LAY-IN LIGHT FIXTURE

12 GAUGE WIRES AT EACH CORNER. ANCHOR WIRES TO STRUCTURE ABOVE. WIRES TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN

ADJUSTABLE LENGTH VERTICAL COMPRESSION STRUT

12 GAUGE HANGER WIRE @ 4'-0" O.C.

LAY-IN CEILING PANEL

MAIN RUNNER

12 GAUGE SPLAY WIRES

CROSS RUNNER

MA

X T

YP

ICA

L

45.0

0°

COMPRESSIBLE ELASTOMERIC TAPE TO SPAN IRREGULARITIES

SEALANT

SURFACE MOUNTED COUNTER FLASHING FASTENED @ 8" O.C. MIN.

ROOFING SYSTEM WALL FLASHING

ROOFING SYSTEM OVER RIGID TAPERED INSULATION OVER METAL DECKING

WALL SURFACE

HEAVY DUTY BASE FLASHING TO MATCH EXISTING, FULLY ADHERED TO MEMBRANE

16 GAUGE IN FRAME

WOOD NAILER NAILED @ 2" O.C.

SEALANT TAPE AS SPECIFIED

INSULATION

COUNTER FLASHING FASTENED @ 18" O.C.

FASTENERS @8" O.C.

HEAVY DUTY ROOFING SYSTEM FLASHING


ALTERNATE FRAME LOCATION FOR HEAVY UNITS

12"

MIN

.

STANDING SEAM 60" O.C.

FIRE RETARDANT -TREATED 2x WOOD PLATE WITH TAPERED INSULATION CAP

SEAL

CONTINUOUS CLEAT FASTENED @ 15" O.C. FRONT AND BACK

FRAMING AS PER PLAN

SHEATHING AS APPROVED BY ROOFING MANUFACTURER

ROOFING SYSTEM OVER TAPERED RIGID INSULATION OVER METAL DECKING. CONTINUE MEMBRANE OVER TOP OF WALL AND DOWN FRONT SIDE OF WALL 1"

SECTION A

SLOPED INWARD

HEAVY-DUTY BASE FLASHING, MATCH EXISTING

METAL SLEEVE

CAULK DRAW BAND WITH ELASTOMERIC SEALANT

STORM COLLAR

FIRE RETARDANT-TREATED WOOD NAILER W/ APPROPRIATE FASTENERS. 2 ROWS STAGGERED. EACH ROW 24" O.C.


SET IN SPECIFIED MASTIC. MECHANICALLY FASTENED 3" O.C. PRIME FLANGE BEFORE STRIPPING

HEAVY DUTY FLASHING, MATCH EXISTING

CRICKET SLOPED TO DRAIN

ROOFING SYSTEM

STRAINER/DOME

CLAMPING RING

DECK CLAMP

LEAD/METAL FLASHING


HEAVY-DUTY STRIPPING

4" MIN.

MASTIC SEAL AT PERIMETER

SET LEAD FLANGE IN MASTIC

PLUMBING VENT STACK

FLASHING 1" DOWN INTO PIPE

BOTTOM OF STRUCTURE

3 5/8 METAL STUD BRACING @ 48" O.C. ALTERNATING DIRECTIONS. ATTACH TO STRUCTURE ABOVE

5/8" TYPE 'X' GYPSUM BOARD

SUSPENDED CEILING SYSTEM PER PLAN

3 5/8 METAL STUDS @ 16" O.C.

NOTE: TYPICAL DETAILING AT TOP OF WALLS NOT EXTENDING TO BOTTOM OF STRUCTURE ABOVE

SEE ALSO DETAIL #5/A4.5

WALL LINE

METAL "J"MOLDING

#9 WIRE @ 4'-0" O.C.TO STRUCTUREDRYWALL SUSPENSION SYSTEM CROSS TEE OR CHANNEL

5/8" EXT. SHEATHING

MAX

6"

ANGLE OR CHANNELMOLDING

ATTACH TO MOLDING

PRE-FINISHED METAL SOFFIT

CONT. SEALANT AROUND PERIMTER

SEE WALL TYPES


6"

#9 WIRE @ 4'-0" O.C.TO STRUCTURE

CONTINUOUS ANGLE MOLDING

ACOUSTICAL OR DRYWALL SUSPENDED CEILING SYSTEM

3 TIGHT LOOPS, MIN.

6"

ANGLE OR CHANNELMOLDING#9 WIRE @ 4'-0"

O.C.TO STRUCTURE


LAY-IN ACOUSTICAL CEILING TILE OR 5/8" TYPE 'X' GYPSUM

BOARD FINISH AS DIRECTED BY ARCHITECT

SEE REFLECTED CEILING PLAN

ACOUSTICAL OR DRYWALL SUSPENDED CEILING

SYSTEM

3 TIGHT LOOPS, MIN.

LAY-IN ACOUSTICAL CEILING TILE OR 5/8" TYPE 'X' GYPSUM BOARD FINISH AS DIRECTED BY ARCHITECT. SEE REFLECTED CEILING PLAN

WALL LINE




LAY-IN MOISTURE RESISTANT CEILING TILE SEE REFLECTED CEILING PLAN

ACOUSTICAL SUSPENDED CEILING SYSTEM

3 TIGHT LOOPS, MIN.

SUSPENDED METAL "T" BAR

MAX

6"

SEE PLANS

3 5/8" METAL STUDS @ 16" O.C. ATTACH TO STRUCTURE

3 5/8" METAL STUD BRACING @ 48" O.C. ATTACH TO STRUCTURE

RECESSED CAN LIGHTING WHERE OCCURS

5/8" TYPE "X" GYPSUM BOARD

3 5/8" METAL STUDS @ 16" O.C.

LAY-IN ACOUSTICAL CEILING TILE SEE REFLECTED CEILING PLAN

4"

6"V

AR

IES

VA

RIE

S6"

SEE PLANS


3 5/8" METAL STUD BRACING @ 48" O.C. ATTACH TO STRUCTURERECESSED CAN LIGHTING WHERE OCCURS




4"

GENERAL NOTES

A. SUSPENDED CEILING SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH IBC 808.1.1.1, ASTM C635/636, ASCE 7, AND CISCA 3-4.

B. ALL CEILINGS ARE TO HAVE VERTICAL COMPRESSION STRUTS, SEISMIC BRACING, HANGERS, ETC., AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4.

C. HEAVY DUTY T-BAR GRID SYSTEM REQUIRED. WITH OF PERIMETER SUPPORTING CLOSURE ANGLE WITH CODE COMPLIANT SEISMIC CLIPS. ATTACH ONE END OF THE CEILING GRID TO THE CLOSURE ANGLE IN EACH DIRECTION. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON THE CLOSURE ANGLE.

D. SPLAY WIRES AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4. ALL SPLAY WIRES ARE TO BE IN LINE WITH ATTACHED COMPONENT AND ARE TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN.

E. ANCHOR WIRES ONLY TO STRUCTURAL MEMBERS AND DECKING IN AN APPROVED MANNER PER CISCA 3-4 DO NOT ANCHOR TO BRIDGING. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT, NOT SHALL THEY BE LESS THAN 6" TO ANY UNBRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR.

F. SUPPORT ALL RUNNERS AT 8" MAXIMUM FROM WALL OR CEILING DISCONTINUITY. G. FOUR-WAY DIAGONAL BRACING AND COMPRESSION STRUTS 12'-0" O.C. EACH

WAY.H. PROVIDE CEILING HORIZONTAL RESTRAINT TO THE STRUCTURE ABOVE FOR

CEILING AREAS GREATER THAN 1,000 SQUARE FEET TO MINIMIZE DIAPHRAGM LOADS.

I. PROVIDE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS FOR CEILING AREAS GREATER THAN 2,500 SQUARE FEET.

J. CHANGES IN CEILING PLANE ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.

K. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED AND BRACED INDEPENDENT FROM THE SUSPENDED CEILING SYSTEM.

L. PROVIDE 2" OVERSIZE RINGS, SLEEVES OR ADAPTERS THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT FOR AT LEAST 1" MOVEMENT IN ALL DIRECTIONS FOR FIRE SPRINKLER HEADS AND OTHER SIMILAR PENETRATIONS.

M. SPECIAL INSPECTION REQUIRED OF SUSPENDED CEILING SYSTEMS.

SEE PLANS


3 5/8" METAL STUD BRACING @ 48" O.C. ATTACH TO STRUCTURE

RECESSED CAN LIGHTING WHERE OCCURS




VA

RIE

S

SEE PLANS FOR WALL TYPE

LAY-IN MOISTURE RESISTANT CEILING TILE SEE REFLECTED CEILING PLAN

MAX

6"

ANGLE OR CHANNEL MOLDING


3 TIGHT LOOPS, MIN.

LAY-IN MOISTURE RESISTANT CEILING TILE SEE

REFLECTED CEILING PLAN

#9 WIRE @ 4'-0" O.C.

TO STRUCTURE3 TIGHT LOOPS, MIN.

ANGLE OR CHANNEL MOLDING

SEE WALL TYPES

ACOUSTICAL SUSPENDED CEILING

SYSTEM

ACOUSTICAL SUSPENDED CEILING SYSTEM





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

31:3

7 P

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

CEILING AND ROOF DETAILS A104

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

1 1/2" = 1'-0"A104A2SUSPENDED GYP BOARD CEILING DETAIL

SCALE:

1 1/2" = 1'-0"A104A3ACOUSTICAL CEILING DETAIL

SCALE:

1 1/2" = 1'-0"A104B1SEISMIC LIGHT DETAIL

SCALE:

1 1/2" = 1'-0"A104B2SEISMIC CEILING DETAIL

SCALE:

3/4" = 1'-0"A104C1VERTICAL WALL DETAL

SCALE:

3/4" = 1'-0"A104C2HVAC CURB DETAIL

SCALE:

1/2" = 1'-0"A104C3CAP DETAIL

SCALE:

3/4" = 1'-0"A104D1HOT PLUMBING VENT DETAIL

SCALE:

3/4" = 1'-0"A104D2ROOF DRAIN DETAIL

SCALE:

3/4" = 1'-0"A104D3PLUMBING VENT DETAIL

SCALE:

1 1/2" = 1'-0"A104A4WALL BRACING DETAIL

SCALE:

1 1/2" = 1'-0"A104B3TYP. SUSPENDED METAL SOFFIT DETAIL

SCALE:

1 1/2" = 1'-0"A104B4CEILING TRANSITION DETAIL

SCALE:

1 1/2" = 1'-0"A104A1ACOUSTICAL CEILING DETAIL

SCALE:

1" = 1'-0"A104D4CEILING SOFFIT DETAIL

SCALE:

1" = 1'-0"A104C4GYPSUM BOARD CEILING DETAIL

SCALE:

1" = 1'-0"A104A5CEILING SOFFIT DETAIL

SCALE:

1 1/2" = 1'-0"A104B5CEILING TRANSITION DETAIL

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

1

D1

A301

D4

A301a b

bb

b

b aa

121'-0"

NEW T.O.W.

5'-0

"4'

-8"

1'-5

"6'

-10"

3'-2

"

5.70 5.70

5.56

7.25

7.257.25

7.25

9.04

J. EXTERIOR SIGNAGE: THE OWNER IS RESPONSIBLE TO OBTAIN A SEPARATE PERMIT FOR ANY EXTERIOR SIGNS IN ACCORDANCE WITH CURRENT CITY SIGN ORDINANCE. THE OWNER IS RESPONSIBLE TO CONTRACT DIRECTLY WITH SIGN VENDORS. SIGN VENDORS SHALL INSTALL THEIR RESPECTIVE SIGNAGE. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND COORDINATE ALL BACKING AND POWER REQUIREMENTS FOR EACH SIGN.

K. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET.

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.

B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM. VERIFY WITH STRUCTURAL.

C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED FINISH.

D. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL.

E. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT, EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER ASSIGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE. COLOR OF PRE-FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH BACKGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE PERMANENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO OCCUPANCY.

F. SEE PLUMBING SHEETS AND ROOF DRAINAGE PLAN FOR SECONDARY ROOFDRAINAGE BRASS SCUPPER AND ROOF SCUPPER WITH PRE-FINISHED ALUMINUM DOWN SPOUT LOCATIONS ALONG EXTERIOR WALLS.

G. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL.H. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG

EXTERIOR WALLS.

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

A

C4

A301

a

121'-0"

NEW T.O.W.

A2

A602

5.70 5.705.705.70 5.70

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

a

EXISTING ENCLOSURE

121'-0"

NEW T.O.W.

7.25

7.25

EXTERIOR MATERIAL LEGEND

b ACM PANEL ACCENT #2

ACM PANEL ACCENT #1a





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

31:4

8 P

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BIM

360

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

EXTERIOR ELEVATIONS A201

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

3/16" = 1'-0"A201D1FRONT ELEVATION

SCALE:

3/16" = 1'-0"A201C1LEFT ELEVATION

SHEET NOTES5.56 PROVIDE 18" TALL X 1 1/2" DEEP ALUMINUM PREFINISHED LETTERS IN

CONTRASTING COLOR FOR READABILITY. FONT AND TEXT TO BE VERIFIED BYOWNER AND ARCHITECT PRIOR TO INSTALLATION.


7.25 EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL.

9.04 BREAK METAL COVER BETWEEN THESE TWO WINDOWS TO MATCH WINDOWFRAMES.

SCALE:

3/16" = 1'-0"A201D3RIGHT ELEVATION

A- GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.

B- COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

C- INTERIOR DRYWALL CORNERS TO BE SQUARE.D- WALL TYPES SHOWN DO NOT ADDRESS CERAMIC TILE

INSTALLATION ON WALL SURFACES AS SHOWN ON THE FLOOR PLANS. REFER TO THE CURRENT EDITION OF THE HANDBOOK FOR CERAMIC TILE INSTALLATION PUBLISHED BY THE TILE COUNCIL OF AMERICA, INC., FOR PROPER INSTALLATION MATERIALS AND METHODS. TILE TO BEINSTALLED OVER TILE BACKER BOARD.

E- SEE DETAILS FOR TYPICAL FIXTURE MOUNTINGHEIGHTS. BLOCK WALLS AS REQUIRED FOR HANGING IXTURES AND URNISHINGS.

F- PROVIDE BLOCKING IN WALLS AT ALL TOILETS AND HOWERS FOR GRAB BARS.

GENERAL NOTES

W2052

303114

W2052

303114

W2052

303114

OPEN

D3802

163029

5.70

4.46

4.46

5.57

8.42

3'-6

"

B2052

364114

B2052

364114 D5

A551

C5

A5514.46

4.46

5.57

4.465.13 5.78 5.14

5.50

5'-0"

3'-8

1/2

"

4.46

5.785.14

5.70

W2052

303114

W1050

243114

W1050

243114

W2052

303114

OPEN

4.46

4.46

5.57

5.78 5.14 4.02

8.17

8.42

B

5.785.14

C4.46

5.57

4.025.14 5.78

T2592

368424

D3802

163029

D2800

163029

D2800

163029

OPEN

4.46

5.57

5.70

5.78

8.17

OPEN OPEN

D2800

163029

D2800

163029

D2800

163029

D3802

163029

D3802

163029

D2800

163029

2'-6

"

D5

A551

5.13 4.46 4.46

5.70

5.57

8.178.42

OPEN

D3802

163029D5

A551

5.70

4.46

4.46

5.57

5.78

8.17 8.42

W2052

303114

W2052

303114

W2052

303114

D3802

163029

OPEN4.46

4.46

5.57

5.70

8.42

D3802

163029

D2800

163029

D2800

163029

OPEN

OPEN TO WAITING AREA

D5

A551

C5

A551

4.46

5.57

4.46

8.42

5.78

5.14

5.78

OPEN

5.14

W2052

303114

W1050

263114

W2052

263114

D3802

162924

D2800

163029

8.42

4.46

OPEN

5.57

5.78

8.42

4.46

4.46

8.17

T2592

368424

OPEN

4.46

5.14

C

8.17

5.78

T2052

368414

T2052

368414

5.78 5.14 4.46

4.46

4.46

5.57

5.78

4.02

8.17

ACCENT TILE

FIELD TILE

12"

24"

2"

SE

E IN

TE

RIO

R E

LE

VA

TIO

NS

3'-8

"

ALIGN TILE WITH FLOOR PATTERN

2"

2'-0

"1

'-0

"6

"

SCHLUTER EDGE AT ALL EXPOSED EDGES WHERE NOT TACK STRIP OCCUR

ACCENT BASE TILE, BRICKJOINT PATTERN

CONTINUOUS TACK STRIP

(BO

TT

OM

OF

CE

ILIN

G)

9'-0

"

24"

12"

SCHLUTER DILEX-AHK COVE BASE

FIELD TILE, BRICKJOINT PATTERN







SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

31:5

6 P

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

INTERIOR ELEVATIONS A251

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

1/4" = 1'-0"A251A1RECEPTION - A

SCALE:

1/4" = 1'-0"A251B1RECEPTION - B

SCALE:

1/4" = 1'-0"A251B3RECEPTION - C

SCALE:

1/4" = 1'-0"A251C2PRINCIPAL - A

SCALE:

1/4" = 1'-0"A251C3PRINCIPAL - B

SCALE:

1/4" = 1'-0"A251D2PRINCIPAL - C

SCALE:

1/4" = 1'-0"A251D3PRINCIPAL - D

SCALE:

1/4" = 1'-0"A251A3RECEPTION DESK - A

SCALE:

1/4" = 1'-0"A251A4RECEPTION DESK - B

SCALE:

1/4" = 1'-0"A251A5ATTENDANCE DESK - A

SCALE:

1/4" = 1'-0"A251B4ATTENDANCE DESK - B

SCALE:

1/4" = 1'-0"A251C4OFFICE - A

SCALE:

1/4" = 1'-0"A251C5OFFICE - B

SCALE:

1/4" = 1'-0"A251D4OFFICE - C

SCALE:

1/4" = 1'-0"A251D5OFFICE - D

SHEET NOTES4.02 WINDOW. SEE WINDOW TYPES.

4.46 ARCHITECTURAL MILLWORK, SEE FURNISHING PLANS, INTERIOR ELEVATIONS ANDSPECIFICATIONS.

5.13 CONTROL DOOR BUILT INTO MILLWORK. DOOR TO SWING 270 DEGREES WITHLOCKING HASPS IN BOTH OPEN POSITION AND CLOSED POSITION.

5.14 CHAIR RAIL. SEE FINISH SCHEDULE.

5.50 WALL GRAPHIC/SIGNAGE TO BE COORDINATED WITH OWNER AND ARCHITECT.

5.57 LAMINATE COUNTERTOP AND BACKSPLASH.


5.78 BASE. SEE FINISH SCHEDULE.

8.17 PRINTER (NIC)

8.42 COMPUTER MONITOR BY OWNER. (NIC)

SCALE:

1/4" = 1'-0"A251B5ATTENDANCE DESK - C

SCALE:

1/2" = 1'-0"A251C1TYP. TILE PATTERN - CORRIDOR

SCALE:

1/2" = 1'-0"A251D1TYP. TILE PATTERN - RESTROOMS

NOTEALL FILE DRAWERS NEED TO BE TALL ENOUGH TO ALLOW HANGING FILES WITH TABS TO BE OPEN AND CLOSED WITHOUT TABS RUBBING

7.10

1.07

1.12

1.17

1.07

7.10

5.05

1.17

W2050

183114

W2052

361814

W2052

303114

W2052

301814

D3805

213524

B2522

363524

D4003

153524

W2369

253125

8.39

8.40

8.41

8.15

8.39

4.46

4.46

4.66

W2052

301814

W2052

301814

W2052

301814

W2052

301814

W2052

301814

W2052

301814

W2052

301814

D1123

303524

B2052

303524

B2052

303524

B2052

303524

B2052

303524

B2052

303524

B2052

303524

D1123

303524

T2052

368429

W2052

361814

W2052

303114

W2052

303114

W2052

303114

W2052

303114

W2052

303114

W2052

303114

W2052

303114

W2369

253125

D1123

303524

W2052

303114

W2052

303114

8.395.57

4.66

4.46

4.46

8.07

8.08

5.78

5.57

4.46

* * * * * * * * * *

*

* * * * * * * *

* * * * * * * **

4.46

5.57

4.46C A

8.40

8.39

4.46

5.14

8.16

5.78

4.46

5.57

5.78

8.07

5.78 5.78

5.78

W2052

303114

W2052

303114

B2052

302924

8.07

4.46

5.57

5.78 4.02

* *

* D4003

153524*

D1123

303524

D1123

303524

D1123

303524

D1123

303524

D1123

303524

W2052

303114

W2052

303114

W2052

303114

W2052

303114

W2052

303114

W1050

303114

W1050

303114

W1050

303114

W1050

303114

W1050

303114

4.46

5.57

4.46

5.78

4.46

8.39

4.46

4.46

5.57

8.39

4.46

5.78

T1050

368414

T1050

368414

W2052

363114

W2052

363114

4.46

W1830

454814

W1830

424814

B2052

422914

B2052

422914

4.46

5.14

5.78





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

32:0

2 P

M

BIM

360

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

INTERIOR ELEVATIONS A252

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

1/4" = 1'-0"A252A4RESTROOM - A

SCALE:

1/4" = 1'-0"A252A5RESTROOM - B

SCALE:

1/4" = 1'-0"A252B4RESTROOM - C

SCALE:

1/4" = 1'-0"A252B5RESTROOM - D

SCALE:

1/4" = 1'-0"A252C3FACULTY LOUNGE - A

SCALE:

1/4" = 1'-0"A252C4FACULTY LOUNGE - B

SCALE:

1/4" = 1'-0"A252D3FACULTY LOUNGE - C

SCALE:

1/4" = 1'-0"A252D4FACULTY LOUNGE - D

SCALE:

1/4" = 1'-0"A252A2NURSE - A

SCALE:

1/4" = 1'-0"A252A3NURSE - B

SCALE:

1/4" = 1'-0"A252B2NURSE - C

SCALE:

1/4" = 1'-0"A252B3NURSE - D

SCALE:

1/4" = 1'-0"A252C1STORAGE - A

SCALE:

1/4" = 1'-0"A252C2STORAGE - B

SCALE:

1/4" = 1'-0"A252D1STORAGE - C

SCALE:

1/4" = 1'-0"A252D2STORAGE - D

SHEET NOTES1.07 ADA COMPLIANT 42" HORIZONTAL, 36" HORIZONTAL & 18" VERTICAL GRAB BARS AT

TOILET. BASIS OF DESIGN: BOBRICK; MODEL 6806.

1.12 ADA COMPLIANT TOILET PAPER DISPENSER.

1.17 ADA COMPLIANT TOILET, WITH FLUSH CONTROLS LOCATED ON THE OPEN SIDE OFTHE TOILET.

4.02 WINDOW. SEE WINDOW TYPES.

4.46 ARCHITECTURAL MILLWORK, SEE FURNISHING PLANS, INTERIOR ELEVATIONS ANDSPECIFICATIONS.

4.66 6"X6" TILE BACKSPLASH.

5.05 MIRROR.

5.14 CHAIR RAIL. SEE FINISH SCHEDULE.

5.57 LAMINATE COUNTERTOP AND BACKSPLASH.

5.78 BASE. SEE FINISH SCHEDULE.

7.10 SINK.


8.08 ICE MAKER, OWNER SUPPLIED CONTRACTOR INSTALLED.

8.15 DISHWASHER (NIC)

8.16 TELEVISION (NIC)




SCALE:

1/4" = 1'-0"A252B1HALL 108 - A

*PROVIDE LOCKS ON INDICATED CABINETS

*PROVIDE LOCKS ON INDICATED CABINETS

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

21

NURSE RESTROOM CORRIDORHALLOFFICE

D1

A301

5.764.225.76

5.764.22 4.22

4.23

4.23

4.23 4.23

100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

AB

C4

A301

121'-0"

NEW T.O.W.

______

A551

B5

4.225.764.225.76

5.76 4.225.76 4.224.234.23 4.23

4.13

6" MTL. STUD FRAMING

PRE-FINISHED METAL - ACM PANEL



100'-0"

MAIN FLOOR

116'-0"

EX. T.O.W.

A

A301C1

121'-0"

NEW T.O.W.

5.76 4.22

4.23 4.13

HSS FRAMING SEE STRUCTURAL

18" HIGH ALUMINUM LETTERING SEE ELEVATIONS AND SPECIFICATIONS

PRE-FINISHED METAL COPING ASSEMBLY -COLOR BY ARCHITECT





HSS - SEE STRUCTURAL


HSS - SEE STRUCTURAL

PRESSURE TREATED SLOPED 2 x NAILER

PRESSURE TREATED PLYWOOD COVER PLATE

STANDING SEAM TYP.

ROOFING CRICKET

ROOFING SYSTEM TO MATCH EXISTING ROOFING SYSTEM

EXTEND ROOFING SYSTEM UP PARAPET OVER TOP OF WALL AND SECURE TO FRONT FACE OF

FLASHING, TYP.

PATCH NEW ROOFING WITH EXISTING ROOF MATERIAL. CREATE SMOOTH WATERTIGHT TRANSITION BETWEEN EXISTING AND NEW ROOF.

INSTALL NEW RIGID INSULATION OVER EXISTING METAL DECK AS REQUIRED .

6'-0

"5'

-0"


5/8" EXTERIOR SHEATHING

4" x 4" STEEL ANGLE TO SUPPORT NEW METAL DECK

INSTALL NEW 12 GA. CONT. PLATE TO BRIDGE GAP FROM EXISTING ROOF DECK TO NEW STEEL ANGLE SUPPORT. SECURE TO EXISTING DECK AND ALLOW FLOAT ON NEW

ANGLE. SEE STRUCTURAL DRAWINGS

11"

R-19 BATT INSULATION

PRE-FINISHED METAL SOFFIT OVER 5/8" EXTERIOR SHEATHING OVER METAL STUD FRAMING

EXISTING ROOFING SYSTEM

EXISTING STEEL STRUCTURE TO REMAIN

EXISTING MASONRY STRUCTURE TO REMAIN

EXISTING STEEL DECK TO REMAIN

EXISTING MASONRY STRUCTURE TO REMAIN

121'-0"

NEW T.O.W.

121'-0"

NEW T.O.W.





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

32:0

7 P

M

BIM

360

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

BUILDING SECTIONS A301

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SHEET NOTES4.13 R-20 BATT INSULATION WITH FOIL FACE TO WARM SIDE.

4.22 CEILING SUSPENSION WIRE.

4.23 SOUND BATTS.

5.76 SUSPENDED CEILING SYSTEM, SEE REFLECTED CEILING PLANS.

SCALE:

3/16" = 1'-0"A301C4BUILDING SECTION

SCALE:

3/16" = 1'-0"A301D1BUILDING SECTION

SCALE:

3/16" = 1'-0"A301D4BUILDING SECTION

SCALE:

1/2" = 1'-0"A301C1ENTRY OVER-BUILD SECTION

PLASTIC LAMINATE TOP AND EDGE

FLOOR LINE

FACE OF WALL

RAKKS ALUMINUM SUPPORT

NOTE: PROVIDE AN UNDER MOUNTED KEYBOARD AND MOUSE TRAY

SE

E IN

TE

RIO

R E

LEV

AT

ION

S

2'-6

"

1 1/

2"

2'-1"

1"

4"

GENERAL NOTES

A. BACKSPLASH SHALL BE PROVIDED ON BACK WALL AND SIDE WALL WHERE PLUMBING IS SHOWN AS PART OF THE CABINETRY. IF NO PLUMBING IS PRESENT A BACKSPLASH SHALL NOT BE REQUIRED. BACKSPLASH SHALL BE 3/4" THICK AND 4" MINIMUM IN HEIGHT, TO MATCH COUNTERTOP FINISHED MATERIAL. PROVIDE BULLNOSE TOP AND RADIUS BACKSPLASH BOTTOM.

B. COUNTERTOPS SHALL BE (2) LAYERS 3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH AT COUNTERTOP, UNLESS OTHERWISE NOTED. FRONT EDGE SHALL HAVE HALF BULLNOSE FINISH.

C. IF THE TOP OF THE CABINET IS LESS THAN 18" AWAY FROM THE FINISHED CEILING ENCLOSURE, A PLASTIC LAMINATE PANEL SHALL BE REQUIRED.

D. SEE ENLARGED FLOOR PLANS ON A401 FOR GROMMET AND HOLE PLACEMENT.


SCHEDULED BASE

FLOOR LINE

ACCENT PL-3, SEE FINISH SCHEDULE AND SPECIFICATIONS

1 1/

2"S

EE

INT

ER

IOR

ELE

VA

TIO

NS

2'-6

"

2'-6"


1"

LOWER CABINET WHERE OCCURS


SCHEDULED BASE

FLOOR LINE


1 1/

2"S

EE

INT

ER

IOR

ELE

VA

TIO

NS

2'-6

"

2'-11"


6"

LOWER CABINET WHERE OCCURS


DASHED LINES INDICATE GROMMET HOLES - SEE GENERAL NOTES

ELECTRICAL CHASE WITH ACCESS PANEL. COORDINATE WITH ELECTRICAL DRAWINGS

BASE-- SEE FURNISHINGS PLAN

INTERMEDIATE PLASTIC LAMINATE SUPPORTS AS REQ'D. MINIMUM 12" WIDE SPACING

26"

18"

44"

BASE-- SEE FURNISHINGS PLAN

OPEN

14"

11"

6"

12"


12 1

/2"

PLASTIC LAMINATE OVER PLYRON

4'-0"

4"

1 1

/2"

3'-9"

1 1

/2"

3/4"

3/4"

4'-0"

4 3/4"

3/4" 4"

2 1

/2"

3'-7"

2 1

/2"

3/4"

1/2

"1/2

"

4'-0"

EQ 1/8" EQ

4'-0"

2 1/2" 1'-7" 2 1/2"

4'-0"

1" 3'-10" 1"

4'-0"

1 1

/2"

3'-9"

1 1

/2"

2 1

/2"

3'-7"

2 1

/2"

2'-0"

2 1

/2"

3'-7"

2 1

/2"

2 1/2" 1'-7" 2 1/2"

2'-0"

2 1/2" 1'-7" 2 1/2"

2 1

/2"

3'-7"

2 1

/2"

4'-0"

A - CABINET SECTION B - SIDE ELEVATION C - DOOR SECTION

(DOORS SHOWN OPEN)

CONTINUOUS 1" PIANO HINGES,

BOTH SIDES

3/4" MDF PANEL STAIN GRADE WALNUT VENEER AT SIDES, TOP, AND BOTTOM

DRY ERASE SURFACE OVER 3/4" MDF PANEL AT BACK

FAS GRADE FLAT-SAWN SOLID WALNUT WOOD STILE AND RAIL

STAIN GRADE 1/4" WALNUT G2S CENTER PANELS WITH DRY ERASE SURFACE AT INSIDE FACES OF DOORS, BETWEEN STILES AND RAILS.


1/2" ROUND MAGNETIC DOOR

CATCHES

CONTINUOUS 1" PIANO HINGES,

BOTH SIDES

1/2" ROUND MAGNETIC DOOR

CATCHES

ROUTED RECESSES AT

INSIDE BOTTOM OF CENTER

DOORS FOR FINGER PULLS




GENERAL NOTE: ALL STAIN GRADE WALNUT WOOD VENEERS TO BE TO BE FLAT-SAWN,

BOOKMATCHED.

3/4" MDF PANEL STAIN GRADE WALNUT VENEER AT SIDES, TOP, AND BOTTOM

DRY ERASE SURFACE OVER 3/4" MDF PANEL AT BACK

STAIN GRADE 1/4" WALNUT G2S

CENTER PANELS WITH DRY ERASE

SURFACE AT INSIDE FACES OF

DOORS, BETWEEN STILES AND RAILS.


FAS GRADE FLAT-SAWN SOLID

WALNUT WOOD STILE AND RAIL

BOTTOM SCROLL FOR MARKERS

FRONT ELEVATION

(DOORS SHOWN CLOSED)

FRONT ELEVATION

CA

1 7/8" 3/4" 1'-6"

6"

3"

3"

3" 6" 6" 3"

3/4" FLAT-SAWN FAS GRADE SOLID WALNUT, EASED EXPOSED EDGES, FINISHED TO MATCH NEW ADJACENT MILLWORK

(3) COAT HOOKS, SUGATSUNE DSH-P5-20, SATIN STAINLESS FINISH

FRONT VIEWSIDE VIEW

HARDWOOD

4"

3/4"

CONTINUOUS 1/8" EXTRUDED ALUMINUM CHANNEL WITH 1/4"CORK.

1/4" SCREW @ 24" O.C.

ELEV. 105'-0"

BOTTOM OF CHANNEL

SEE WALL TYPES

NOTE: SEE FURNISHINGS PLAN FOR LOCATIONS

2"

TILE WHERE OCCURS

DISTRICT STANDARD MILLWORK NOTES

A. ALL CONSTRUCTION OF MILLWORK BOXES SHALL BE OUT OF 3/4" PREMIUM MULTI-CORE PANEL PRODUCTS SUCH AS PLYRON OR SPECTRACORE MATERIALS.

B. EACH CLASSROOM KEYED TO ITS OWN KEY AND ALL CLASSROOMS KEYED UNDER A CABINET MASTER KEY THAT SHOULD FIT ALL INSTALLED CABINETS THROUGHOUT BUILDING.





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

/201

9 1:

32:0

9 P

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

MILLWORK DETAILS A551

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

CU

MEN

TS

SCALE:

1" = 1'-0"A551A5COMPUTER COUNTER

SCALE:

1" = 1'-0"A551C5RECEPTION COUNTER

SCALE:

1" = 1'-0"A551B5RECEPTION COUNTER

SCALE:

1" = 1'-0"A551D5RECEPTION DESK SECTION @ CUBBIES

SCALE:

1" = 1'-0"A551C1WOOD ENCASED MARKER BOARD

SCALE:

1 1/2" = 1'-0"A551D2COAT HOOK DETAIL

SCALE:

1 : 1A551D1CHAIR RAIL MOULDING

SCALE:

6" = 1'-0"A551D3TACK STRIP DETAIL

J. COORDINATE KEYING TYPE AND SCHEDULE WITH OWNER.K. ALL DOOR CLOSURES TO BE SET IN ACCORDANCE WITH THE ADA REDUCED

OPENING FORCE REQUIREMENTS. L. SEE SPECIFICATIONS FOR DOOR HARDWARE.

GENERAL NOTES

A. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS OF ALL OPENINGS PRIOR TO THE FABRICATION OF ALL DOORS AND FRAMES.

B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLANS. THE INTENT OF THE DETAILS IS TO BE FOLLOWED. CONSULT THE ARCHITECT WHEN QUESTIONS ARISE.

C. ALL EXIT ACCESS DOORS AND EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. USE OF MANUAL FLUSH BOLTS, EDGE BOLTS, TOP OR BOTTOM BOLTS, ETC., IS PROHIBITED.

D. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM.

E. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE REQUIRED FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE 5 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION.

F. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC DOORS, POWER ASSISTED DOORS, AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHEN NARROW STILE AND RAIL DOORS ARE USED, A 10" MINIMUM, SMOOTH PANEL, EXTENDING THE FULL WIDTH OF THE DOOR, SHALL BE INSTALLED ON THE PUSH SIDE(S) OF THE DOOR WHICH ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED.

G. ALL DOOR LOCKSETS AND PANIC DEVICES SHALL BE ADA COMPLIANT LEVER TYPE.

H. CAULK HEAD, JAMBS, AND SILLS OF ALL DOORS AND WINDOWS WITH SEALANT CONTINUOUSLY APPLIED TO BOTH SIDES OF THE FRAMES.

GLAZING SCHEDULE

1

2

3

4

5

1" INSULATED TEMPERED CLEAR LOW-E GLASS - PPG SOLARBAN 70 XL (2)

1" INSULATED ANNEALED CLEAR LOW-E GLASS - PPG SOLARBAN 70 XL (2)

1/4" TEMPERED CLEAR LOW-E GLASS

1/4" ANNEALED CLEAR LOW-E GLASS

1" INSULATED METAL PANEL

NOTE:-EXTERIOR DOORS & WINDOWS TO BE GLAZING TYPES 1 & 2-INTERIOR DOORS AND WINDOWS TO BE GLAZING TYPES 3 & 4-TEMPERED GLASS WITHIN 4'-0" OF ANY DOOR/OPENING

FINISHED FLOORB C D E

2"7'

-0"

7'-2

"

A

2"7'

-0"

7'-2

"

2" 3'-0" 2" 1'-0" 2"

4'-6"

10"

2'-2

"6"

3'-2

"4"

7'-0

"

4" 2'-4" 4"

3'-0"

10"

2'-4

"6"

2'-1

0"6"

2"

2'-4

"

4"

2'-0

"

3'-4"

2" 3'-0" 2"

7'-2

"

2"7'

-0"

6'-4"

2" 3'-0" 3'-0" 2" 2" 6" 2'-0" 6" 2"

3'-4"

7'-2

"

7'-0

"

4"3'

-2"

6"2'

-2"

10"

6'-0"

4" 2'-4" 4"4" 2'-4" 4"

7'-2

"

F

2"7'

-0"

5'-4"

2" 3'-0" 2" 1'-10" 2"

FINISHED FLOOR

A

1 1 1

11

2"2'

-8"

2"6'

-10"

2"

10'-0

"

2'-3 3/8" 2" 6'-0" 2" 2'-3 3/4" 2"

11'-1" FIELD VERIFY

B

3 3 3

33

2'-3 3/8" 2" 6'-0" 2" 2'-2 3/8" 2"

10'-11 5/8" FIELD VERIFY

2"2'

-8"

2"6'

-10"

2"

10'-0

"

C

1 3 3

1 3 3

3 4

4

4 3 3 3

34

2"6'

-10"

2"2'

-8"

2"

10'-0

"

25'-10 5/8"

2" 2'-9 5/8" 4" 1'-2" 2" 3'-0" 2" 2'-5 1/2" 2" 2'-6 1/2" 4" 3'-1" 2" 2'-11" 2" 3'-0" 2" 2'-11" 2"

3

F

4

2"3'

-8"

2"

4'-0

"3'

-0"

7'-0

"

2" 4'-1 7/8" 2"

4'-5 7/8"

5

J

2

5 5 5

55

22

2" 3'-9" 2" 3'-10" 2" 3'-9" 2"

12'-0"

2"3'

-2"

2"4'

-8"

2"2'

-10"

2"

11'-4

"

5

H

5

H

2"7'

-8"

2"3'

-2"

2"

2" 3'-8" 2"

4'-0"

11'-4

"

FINISHED FLOOR

ED

2

2

2

2

2

2

22

2 2

7'-0

"3'

-0"

2"2'

-8"

2"3'

-10"

2"

10'-0

"

2" 3'-4" 2" 3'-4" 2"

7'-2" 15'-2"

3'-4" 2" 7'-10" 2" 3'-4" 2"

9.04

4'-0

"3'

-0"

7'-0

"

2"3'

-8"

2"

6'-1"

2" 5'-9" 2"

4

G





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

DOOR AND WINDOWS A601

24 JAN, 2019

CMA 17-006.5CLL

KWM

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DOOR SCHEDULE

MARK TYPE

DOOR SIZE MATERIAL

HA

RD

WA

RE

RATING COMMENTS

WIDTH HEIGHT DO

OR

FR

AM

E

100 E 6'-0" 7'-0" ALUM. ALUM. AL-01

100B A 3'-0" 7'-0" WD-PLAM HM 07 90 MIN.

101A D 3'-0" 7'-0" ALUM. ALUM. AL-03 ADA OPENER

101B D 3'-0" 7'-0" ALUM. ALUM. AL-04 MAG HOLD WITH PUSH BUTTON RELEASE UNDER OFFICE DESKS ELECTRIC STRIKE

101C MILLWORK 3'-0" 2'-6" WD-PLAM HM 10 270d SWING DOOR BUILT INTO MILLWORK WITH LOCKING HASP IN CLOSED AND EACH OPEN POSITION

102 B 3'-0" 7'-0" WD-PLAM HM 02 MAG HOLD WITH PUSH BUTTON RELEASE UNDER PRINCIPALS DESK

103 A 3'-0" 7'-0" WD-PLAM HM 03

104 A 3'-0" 7'-0" WD-PLAM HM 08

105 F 3'-0" 7'-0" WD-PLAM HM 04

106 F 3'-0" 7'-0" WD-PLAM HM 04

107 F 3'-0" 7'-0" WD-PLAM HM 03

108 B 3'-0" 7'-0" WD-PLAM HM 05

109 A 3'-0" 7'-0" WD-PLAM HM 01

110 A 3'-0" 7'-0" WD-PLAM HM 01

111 A 3'-0" 7'-0" WD-PLAM HM 01

112 D 3'-0" 7'-0" WD-PLAM ALUM. 04

113A E 6'-0" 7'-0" ALUM. ALUM. AL-02 MAG HOLD WITH PUSH BUTTON RELEASE UNDER OFFICE DESKS

113B C 6'-0" 7'-0" WD-PLAM HM 09 90 MIN.

S21

S21

S21

SCHEDULED WALL, SEE WALL TYPES ON A004CONTINUOUS CAULK BOTH SIDES

HOLLOW METAL FRAME

DOOR. SEE SCHEDULE

1/2"

2"

5 7/8"

TYP.1/2"

5 7/8"

1/2"

2"

SCHEDULED WALL, SEE WALL TYPES ON A004

CONTINUOUS CAULK BOTH SIDES

HOLLOW METAL FRAME

REMOVABLE METAL GLAZING STOP

GLAZING - SEE SCHEDULE

1/2"

1/2"

2"



HOLLOW METAL FRAME



TYP.1/2"

SCHEDULED WALL, SEE WALL TYPES ON A004CONTINUOUS CAULK BOTH SIDES

HOLLOW METAL FRAME

DOOR. SEE SCHEDULE

1/2"2"

5 7/

8"

5 7/

8"

1/2"2"



HOLLOW METAL FRAME


GLAZING - SEE SCHEDULETY

P.

1/2"

DOOR CLOSER

4" MAXIMUM PROJECTION INTO CLEAR WIDTH

WHERE VISION LIGHTS ARE PROVIDED, LIGHTS SHOULD EXTEND TO WITHIN 43" OF FINISHED FLOOR

DOOR HARDWARE TO BE LOCATED BETWEEN 34" AND 40" ABOVE FINISHED FLOORBOTTOM 10" OF DOOR SURFACE TO BE SMOOTH

34"

(NO

PR

OJE

CT

ION

S P

ER

MIT

TE

D)

32"

(MINIM

UM CLEAR W

IDTH)

90 DEGREES

NOTE: HARDWARE TO BE OPERATED WITH ONE HAND, WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THRESHOLDS ARE LIMITED TO 1/2" MAXIMUM HEIGHT. INTERIOR DOORS, OTHER THAN FIRE DOORS, SHOULD BE ABLE TO BE OPERATED WITH 5 POUNDS OF FORCE. EXTERIOR DOOR AND FIRE DOORS ARE REGULATED BY THE AUTHORITY HAVING JURISDICTION. REFER TO ANSI STANDARD A117.1 FOR APPROACH REQUIREMENTS.

SOLID SURFACE SILL

CLEAR CAULK CONTINUOUS BOTH SIDES.

CLEAR ACRYLIC INFILL.

PRE-FINISHED METAL END CAP TO MATCH EXISTING WINDOW MULLIONS

CLEAR CAULK CONTINUOUS BOTH SIDES.

SCHEDULED WALL. SEE WALL TYPES.

5/8" TYPE "X" GYP. BOARD, PAINTED AS PER FINISHED SCHEDULE.

3 5/8" METAL STUD FRAMING FROM FLOOR TO EXISTING SILL.

3 5/8" METAL STUD FRAMING FROM SILL TIED TO STRUCT. ABOVE.

ALUMINUM WINDOW SYSTEM GLAZING.

TOP TRACK

SECTION OF TRACK USED AS HEADER CONNECTION

HEAD TRACK

CRIPPLE STUD

METAL STUD

CLOSURE TRACK EXTENDED ABOVE OPENING AS REQUIRED FOR STRENGTH

MULTIPLE STUDS BACK-TO-BACK AS REQUIRED

BOTTOM TRACK

NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS.

TOP TRACK

SECTION OF TRACK USED AS HEADER CONNECTION


HEADER BEAM

METAL STUD

CRIPPLE STUD

CLOSURE TRACK EXTENDING ABOVE AND BELOW OPENING AS REQUIRED FOR STRENGTH

MULTIPLE BACK-TO-BACK STUDS AS REQUIRED

SILL TRACK

CRIPPLE STUD

BOTTOM TRACK

ARC WELD (3) PLACES EACH AUXILIARY

REINFORCEMENT

AUXILIARY HINGE REINFORCEMENT

PLASTER GUARD

STANDARD HINGE REINFORCEMENT

METAL DOOR FRAME

NOTE:1. THIS CONDITION OCCURS AT ALL HOLLOW METAL FRAMES.2. REINFORCEMENT REQUIRED AT TOP AND BOTTOM HINGES.

DOUBLE RABBET FRAME

SEE WALL TYPE

METAL STUD HEADER -SEE FRAMING PLANS


ALUMINUM STOREFRONT WINDOW FRAME


PRE-FINISHED ALUMINUM WINDOW

1" THICK SOLID SURFACE WINDOW SILL

SHIM AS REQUIRED

SEALANT AND BACKER ROD BOTH SIDES

SEE WALL TYPES

4 1/2"

1"

SEALANT WITH/ BACKER ROD BOTH SIDES

WINDOW SYSTEM. SEE WINDOW TYPES

EXTERIOR ACM PANEL, WHERE OCCURS

26 GAUGE "J" METAL1/2" 4 1/2"

EXISTING WALL

AIR SPACE

SEALANT WITH/ BACKER ROD BOTH SIDESALUM. WINDOW & ENTRY SYSTEM - SEE WINDOW TYPES

CEILING SYSTEM, SEE REFLECTED CEILING PLANS

SEE STRUCTURAL DETAILS

STUDS @ 16" O.C.

ROOF DECK ABOVE

NOTE:

REVIEW MECHANICAL OPENINGS REQ. FOR AIR FLOW INSULATION

PAINTED BEAM, SEE STRUCTURAL AESS

SEALANT WITH/ BACKER ROD BOTH SIDESWINDOW SYSTEM. SEE WINDOW TYPES

ACM PANELS

26 GAUGE "J" METAL

1/2"

4 1/

2"

AIR GAP

EXISTING WALL

FRAME MASONRY ANCHORS

CONTINUOUS SEALANT W/ BACKER ROD EACH SIDE

PAINTED HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

EXISTING WALL

2"

6"

EXISTING WALL


DOOR, SEE SCHEDULE

6"

PAINTED HOLLOW METAL FRAME (3 COATS). GROUT SOLID

4"

EXISTING WALL


GLAZING, SEE SCHEDULE

PREFINISHED ALUMINUM STORE FRONT


EXISTING WALL

PREFINISHED ALUMINUM STORE FRONT

GLAZING. SEE SCHEDULE

EXISTING MASONRY WALL

ALUMINUM STOREFRONT

WINDOW FRAME NEW FURRING CHANEL

NEW 5/8" GYP BOARD

SOLID SURFACE WINDOW SILL

SHIM AS REQUIRED

SEALANT AND BACKER ROD

BOTH SIDES

METAL FLASHING





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


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24 JAN, 2019

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

DOOR & WINDOW DETAILS A602

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

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SCALE:

1 1/2" = 1'-0"A602C3HOLLOW METAL DOOR HEAD DETAIL

SCALE:

1 1/2" = 1'-0"A602C4HOLLOW METAL WINDOW HEAD DETAIL

SCALE:

1 1/2" = 1'-0"A602D4HOLLOW METAL WINDOW SILL DETAIL

SCALE:

1 1/2" = 1'-0"A602D3HOLLOW METAL DOOR JAMB DETAIL

SCALE:

1 1/2" = 1'-0"A602B4HOLLOW METAL WINDOW JAMB DETAIL

SCALE:

1/4" = 1'-0"A602B1ACCESSIBLE DOOR

SCALE:

1 1/2" = 1'-0"A602A5WALL TO WINDOW DETAIL

SCALE:

NOT TO SCALEA602B6METAL STUD FRAMING DETAIL - DOOR

SCALE:

NOT TO SCALEA602A6METAL STUD FRAMING DETAIL - WINDOW

SCALE:

1 1/2" = 1'-0"A602C6TYPICAL HOLLOW METAL FRAME

SCALE:

1 1/2" = 1'-0"A602B3ALUM. WINDOW HEAD DETAIL

SCALE:

1 1/2" = 1'-0"A602D5ALUM. WINDOW SILL DETAIL

SCALE:

1 1/2" = 1'-0"A602C5ALUM. WINDOW HEAD - EXTERIOR

SCALE:

1 1/2" = 1'-0"A602A4WINDOW HEAD - CEILING SUPPORT

SCALE:

1 1/2" = 1'-0"A602B5ALUM. WINDOW JAMB - EXTERIOR

SCALE:

1 1/2" = 1'-0"A602D2DOOR JAMB - CMU

SCALE:

1 1/2" = 1'-0"A602C2DOOR HEAD - CMU

SCALE:

1 1/2" = 1'-0"A602C1WINDOW HEAD - CMU

SCALE:

1 1/2" = 1'-0"A602D1WINDOW JAMB - CMU

SCALE:

1 1/2" = 1'-0"A602A2WINDOW JAMB - METAL FLASHING

NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS. METAL STUD

FASTEN BOTTOM PLATE TO FLOOR STRUCTURE

SCHEDULED BASE

SCHEDULED FLOOR


METAL STUD

CHANNEL FASTENED TO STRUCTURE ABOVE, PERMITTING PARTITION TO SLIDE AT TOP WHILE RESTRAINING IT FROM LATERAL MOVEMENT

ACOUSTICAL SEALANT

1" M

IN.

SCREW STRAP TO EACH STUD


18 GAUGE LATERAL STABILITY STRAP BOTH SIDES

BOTTOM TRACK -GAUGE AS REQUIRED TO TRANSFER LOADS

SCREW AS REQUIRED

MULTIPLE MEMBERS AT ENDS AS REQUIRED

STRUCTURAL ANGLE AND ANCHOR BOLTS AS REQUIRED


18 GAUGE LATERAL STABILITY STRAP BOTH SIDES. LAP STRAP SPLICES 4" MIN.

SCREWS AS REQUIRED AT EACH STUD

SOLID BLOCKING LOCATED AT EACH END OF WALL AND ADJACENT TO OPENINGS

SCREWS AS REQUIRED

4" 1/2"

2

1

CERAMIC TILE

BOND COAT

MARBLE THRESHOLD. HEIGHT AS REQUIRED.

ADJACENT FLOOR

1/4"

MA

X1/

4" T

O 1

/2"

MA

X

1

2

NOTE: CHANGES IN LEVEL GREATER THAN 1/2" MUST BE RAMPED WITH 1:12 MAXIMUM SLOPE. CHANGES IN LEVEL IN CLEAR FLOOR SPACE, MANEUVERING CLEARANCES, WHEELCHAIR TURNING SPACE AND ACCESS AISLES ARE PROHIBITED.

CONCRETE SLABREINF. PER STRUCTIRAL

MARBLE THRESHOLD

TILE FLOORING, LAY FLUSH WITH OTHER FLOORING, SLOPE TO DRAINS

SETTING BED

TILE, EPOXY PAINTED CONCRETE OR CARPETSEE FURNISHINGS PLAN

3/4

"

1/4

"

1/4" 1/4"

2"

TY

P.

2"

GROUT

CEMENTITIOUS BOND COAT





SHEET DESCRIPTION:

DATE:

PROJECT #:

PROJ. MAN.:

CHECKED BY:

MARK


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1 2 3 4 5

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C

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SHEET:

PROJECT:

REVISI DAT

24 JAN, 2019

1/23

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REMODEL

1542 E. 11245 S.SANDY, UT 84092

MISCELLANEOUS DETAILS A701

24 JAN, 2019

CMA 17-006.5CLL

KWM

BID

DO

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SCALE:

NOT TO SCALEA701D4WALL TO FLOOR DETAIL

SCALE:

NOT TO SCALEA701D2WALL DEFLECTION DETAILSCAL

E:NOT TO SCALEA701D1

METAL STUD STRAP DETAIL

SCALE:

NOT TO SCALEA701C1METAL STUD BLOCKING DETAIL

SCALE:

6" = 1'-0"A701C2FLOOR TRANSITIONS

SCALE:

1/4" = 1'-0"A701C4FLOOR TRANSITIONS

SCALE:

6" = 1'-0"A701C5TYP. MARBLE TRESHOLD DETAIL





SHEET DESCRIPTION:

DATE:PROJECT #:PROJ. MAN.:CHECKED BY:

MARK

THE INFORMATION HEREIN IS THE PROPERTY OFCURTIS MINER ARCHITECTURE AND MAY NOTBE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC

A

1 2 3 4 5

B

C

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SHEET:

PROJECT:

REVISION DATE

ALL DRAWINGS, PLANS AND DETAILS AREINSTRUMENTS OF SERVICE AND SHALL

REMAIN THE PROPERTY OF CALDERRICHARDS CONSULTING ENGINEERS AND ARE

NOT SUITABLE FOR REUSE NOR INTENDEDFOR ANY OTHER PROJECT.

1/23

/201

910

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.com

.rvt

SUNRISE ELEMENTARYOFFICE UPGRADE

1542 E 11245 SSANDY, UTAH 84092

STRUCTURAL NOTES S001

1/24/2019CMA 17-006.5

HTUKGC

BID

DO

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MEN

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STRUCTURAL DESIGN CRITERIARisk Category: IIIRoof:

Dead Load: DL = 25 PSF (Assumed)Ground Snow Load: Pg = 47 PSFFlat Roof Snow Load: Pf = 36 PSFSnow Exposure Factor: Ce = 1.0Snow Importance Factor: I = 1.10Thermal Factor: Ct = 1.0

Wind Load:Basic Wind Speed: V = 120 MPH (3 Sec Gust)Importance Factor: I = 1.0Wind Exposure: "C"

Seismic:Procedure: Equivalent Lateral ForceSite Class: DImportance Factor: I = 1.25Seismic Design Category: DSpectral ResponseAccelerations: Ss = 1.468

S1 = 0.528Spectral Response Coef: SDS = 0.979

SD1 = 0.528Basic Seismic-Force-Resisting System:

Intermediate Reinforced Masonry Shear WallsR=3.5, Omega=2.5, Cd=2.25

Soils:Net Allowable Soil Pressure = 1500 PSF, (Assumed, & to be field verified by a

licensed Geotechnical Engineer).

GENERAL1. All details, sections, and notes shown on the drawings are intended to be

typical and shall apply to similar situations elsewhere unless noted or shownotherwise. Notes and details on drawings shall take precedence over theseGeneral Notes. General Notes shall take precedence over the Specifications.

2. Refer to the Specifications for information not covered by these General Notesor the Structural Drawings.

3. See the Architectural Drawings for dimensions, doors, windows, non-bearinginterior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses,depressions, railings, waterproofing, finishes, chamfers, kerfs, etc.

4. All design, construction, and inspection shall be in conformance with the 2015International Building Code.

5. The Contractor shall verify all dimensions and conditions at the site.6. All omissions or conflicts between the various elements of the working

drawings and/or Specifications shall be brought to the attention of the Architectand/or Structural Engineer before proceeding with any work involved.

7. The Structural Drawings shall be used in conjunction with the entire set ofConstruction Drawings. This means that detailing and shop drawingproduction for structural elements will require information that is contained onthe Architectural and/or other consultants' drawings. The Structural Drawingsmay not show all dimensions, slopes, elevations, depressions, mechanicalhousekeeping pads, etc. The Contractor shall verify all dimensions that areshown on the Structural Drawings with the Architectural and/or otherconsultants' drawings. Any discrepancies shall be brought to the attention ofthe Architect and/or Structural Engineer before proceeding with any workinvolved.

8. Drawings indicate the finished product. They do not indicate a method ofconstruction. Contractor shall take all precautions necessary to protect thestructure during construction. Such precautions shall include, but not belimited to, bracing, shoring for construction equipment, etc.

9. The Contractor shall be responsible for compensating the Owner for anychanges made as a result of a deviation from the Contract Documents,deviation from the Specifications, faulty materials, or faulty workmanship.

10. Options are for the Contractor's convenience. The Contractor shall beresponsible for coordinating all required design changes. Cost associated withany design work initiated by the option shall be borne by the Contractor.

11. Contractor shall be responsible for safety and protection within and adjacent tothe job site.

12. Temporary shoring and bracing shall be provided wherever necessary tosupport all loads to which the structure may be subjected including wind andsoil loads. Such bracing shall be left in place as long as may be required forsafety or until all structural elements are complete.

13. During and after construction the Contractor and/or Owner shall keep loads onthe structure within the limits of the design loads.

14. The General Contractor shall have Shop Drawings reviewed by the Architectprior to the fabrication or erection for the following items: Reinforcing Steel,Structural Steel, Concrete Mix Design.

15. Observation visits to the job site by field representatives of Calder RichardsConsulting Engineers shall neither be construed as inspection nor approval ofconstruction.

16. Sizes, locations, and anchorages of equipment shall be verified in the field withequipment manufacturers (suppliers) prior to placing concrete or fabricatingsteel.

17. Thermal or moisture protection, furnishings, doors, windows, equipment,mechanical, electrical, finishes, siding, paneling, and veneers are not part ofthe responsibility of the Structural Engineer.

QUALITY ASSURANCE PLAN1. Special Inspection shall be provided by the Owner according to IBC Chapter

17 for the items identified in this section and on the Contract Documents. SeeStructural Special Inspection Schedule below for additional information onSteel, Concrete, Masonry, and Soils Special Inspection requirements.

2. The names and credentials of Special Inspectors to be used shall be submittedto the Building Department when applying for a Building Permit.

3. Special Inspection Reports shall be delivered to the Engineer of Record,Architect, and Owner (as requested) bi-weekly or more frequently as requiredby the Inspector or Building Official.

4. Off-Site Fabrication: Where fabrication of structural load-bearing membersand assemblies are being performed on the premises of a fabricator's shop,special inspection of the fabricated items shall be in accordance with IBCSection 1704.2.5 unless the fabricator is approved according to IBC Section1704.2.5.1.

5. Steel Construction: Special Inspections for steel elements shall be provided inaccordance with Section 1705.2, Chapter N of AISC 360-10, and Chapter J ofAISC 341-10.

6. Welding: Welding Inspection shall be provided in accordance with SectionsN5.4 and N5.5 of AISC 360-10. Elements that are part of the Seismic-Force-Resisting System shall also be inspected according to Section J6 of AISC341-10.

7. High-Strength Bolts: Special Inspection shall be provided for installation ofhigh-strength bolts in accordance with Section N5.6 of AISC 360-10.

8. Concrete Construction: Special Inspections and verifications shall be providedin accordance with Section 1705.3 and Table 1705.3 of the IBC.

9. Masonry Construction: Level B Special Inspection shall be provided formasonry construction in accordance with IBC Section 1705.4 and Section3.1.2 of TMS 402-13 / ACI 530-13 / ASCE 5-13.

10. Soils: Special Inspection shall be provided for placement of fill in accordancewith Section 1705.6 and Table 1705.6.

11. Epoxy Anchors: Prior to and during epoxy injection to ensure properinstallation as per manufacturer's requirements. Contractor shall submitproposed Epoxy Manufacturer's ICC-ES Report to Structural Engineer prior toinstallation.

STRUCTURAL OBSERVATIONCalder Richards Consulting Engineers shall be notified by the Contractor 5business days before the completion of the items listed in this section so thatStructural Observation may be performed in accordance with IBC Section 1704.6.The observations will be performed at the discretion of Calder Richards ConsultingEngineers.

1. After steel items have been placed.

FOOTINGS1. All footings shall bear on 12" minimum into original undisturbed earth or on

engineered fill compacted to 95% of maximum relative density based onASTM D1557. Such fill shall be placed in layers not to exceed 6" in depth aftercompaction and shall extend down to in-situ granular soils.

2. Footing elevations shown on plan are top of footings and are minimum depth.Different or unusual conditions shall be reported to the Architect and/orEngineer.

3. Exterior wall footings shall bear at a minimum depth of 2'-6" below finishedexterior grade.

4. NO footings shall be placed in water or on frozen ground.5. DO NOT back fill behind foundation walls until top and bottom slabs have been

poured and attained their design strengths.6. Back fill both sides of foundation walls at same time to prevent overturning.7. Wall footings, where not shown otherwise, shall be 12" thick with an 8" spread

each side of wall and provided with (1) #5 x continuous at bottom for each 8"of footing width.

8. Where a pipe passes through an interior or exterior foundation wall, step thefooting down to pass below pipe and then step back up to indicated elevation.Provide pipe sleeve through foundation wall.

9. All footing excavations shall be examined by a Geotechnical Engineer forverification of adequate bearing conditions before placing concrete.

REINFORCING STEEL1. All reinforcement shall be detailed and placed in accordance with ACI Detailing

Manual 315-99 and ACI Standard 318-14.2. Reinforcing steel shall be ASTM A615 Grade 60.3. Welded wire fabric shall conform to ASTM A185. Lap one mesh tie.4. All reinforcement shall be securely tied and held in place.5. Provide accessories recommended by the CRSI necessary to properly support

reinforcing at positions shown on plans.6. Reinforcing bars that are to be welded, including Deformed Bar Anchors (DBA)

shall comply with ASTM A706 or another weldable grade and shall be weldedin accordance with the AWS recommendations.

7. All continuous reinforcement shall terminate with a 90 degree turn or aseparate corner bar. All splices shall have a minimum lap or embedment perReinforcing Schedule.

8. Where the length of a bar is given and it is to be hooked, the hook shall be inaddition to the length given, unless shown otherwise.

9. Cover to main reinforcement from adjacent surfaces shall be as follows unlessshown otherwise:A. Unformed surfaces in contact with ground or

exposed to the weather (bottom of footings)........ 3"B. Slabs on Grade.................................................... 2"C. Formed surfaces in contact with the ground

or exposed to the weather (Grade Beams,Walls, etc), Beams and Columns......................... 2"

D. Structural Slabs and Joints not exposedto weather or earth............................................... 1"

E. Interior Wall surfaces........................................... 1"F. Interior Beams and Columns............................... 1 1/2"G. In all cases minimum cover shall not be

less than the diameter of adjacent bars.10. Prior to fabrication and placement, Shop Drawings for all reinforcing steel shall

be reviewed by the Structural Engineer.

CONCRETE1. Concrete shall attain the following minimum compressive strengths at 28 days:

Footings ................................................... 4000 PSIFoundation Walls ..................................... 4000 PSIExterior Flat Work ..................................... 5000 PSI

2. The various concrete items are assigned to the following Exposure Categoriesand Classes per Section 19.3 of ACI 318-14:

Footings ........................................... F1, S0, W0, C1Foundation Walls.............................. F1, S0, W0, C1Exterior Flat Work ............................. F1, S0, W0, C2

See Table 19.3.1.1 of ACI 318-14 for explanations of Categories and Classeslisted above.

3. A Statement of Mix Design for all concrete shall be submitted to and reviewedby the Structural Engineer prior to commencing work. All mix designs shallincorporate requirements and restrictions found in Section 19.3 & Tables19.3.1.1, 19.3.2.1, and 19.3.3.1 of ACI 318-14. If two or more requirementsare in conflict, the more restrictive requirement shall be followed.

4. All concrete work shall be placed, cured, stripped, and protected as directed bythe specifications and ACI Standards and Practices.

5. Dowel vertical bars 36 diameters into structure above and footings below.Provide 90 degree hook where 36 diameter is not possible. In addition,provide (2) #5 continuous bars top and bottom of 6" and 8" walls and (2) #6bars top and bottom of walls 10" or thicker.

6. Before concrete is poured, check with all trades to ensure proper placement ofall openings, sleeves, curbs, conduits, bolts, inserts, etc, relative to work.NO aluminum conduit nor product containing aluminum nor any other materialinjurious to concrete shall be embedded in concrete.

7. Place (2) #5 bars minimum around all openings in concrete (unless otherwiseshown or noted) and project 24" beyond corner of opening.

8. Where exterior slabs on grade abut walls or columns, provide 3/8" pre-formedexpansion joint with sealant.

9. Admixtures:A. Air-entraining admixtures (when used), shall comply with ASTM C260.B. Calcium chloride shall not be added to concrete mix.

MASONRY (CMU)1. Concrete masonry units shall be lightweight, Grade N units conforming to

ASTM Designation C90 and shall have a minimum compressive strengthof 2000 PSI on the net section (Design strength, f'm = 2000 PSI).

2. Mortar shall conform to ASTM C270, Type "S" (Section 2103.2 of theInternational Building Code). Use Portland Cement, Type I or II.

3. All masonry shall be reinforced with both horizontal and vertical reinforcement.All grouted block cells or brick cavities with reinforcement shall be grouted fullusing 2500 PSI grout. Grout shall conform to the requirements of ASTMC476. Cells shall be aligned to preserve unobstructed vertical cavities of 2"x3"minimum. DO NOT SOLID GROUT WALLS UNLESS SPECIFICALLYNOTED ON THE PLANS.

4. Grout shall have 3/8" maximum size course aggregate with a slump between8 and 11 inches so the concrete will flow into the block cells without leavingvoids.

5. No masonry shall be laid when the temperature of the outside air is below40 degrees Farenheit, unless approved methods are used during constructionto prevent damage to the masonry. Such methods shall include protection ofthe masonry for a period of at least 48 hours.

6. All reinforcing shall be in place prior to grouting. Vertical reinforcing bars shallbe held in position at the top, bottom and at intervals not farther apart than200 bar diameters. Provide wire ties at all lap splices.

7. All masonry walls shall have vertical control joints at: Major changes in wallheight, at changes in wall thickness, at building construction joints, and notfarther apart than 40 feet elsewhere. Provide matching control joints for brickveneer. Consult Architectural Drawings for locations. Vertical cells each sideof control joints shall be grouted and reinforced with rebars to match verticalreinforcement used throughout that wall. Only horizontal rebars in bondbeams at floors and at roof level shall continue through control joints. Providefull height hard rubber key at joint. Where joint locations are not shown onthe drawings the Contractor shall submit proposed locations to Architect /Engineer for review.

STRUCTURAL STEEL1. All structural steel and structural steel work shall comply with both the AISC

"Manual of Steel Construction" containing the specifications for the design,fabrication and erection of structural steel buildings, including the "Code ofStandard Practices" (latest edition), and with the IBC 2015 edition.

2. All wide flange structural steel shall be ASTM A992 and all miscellaneousshapes shall be ASTM A36, unless noted otherwise.

3. Structural steel tubing shall conform to ASTM A500 Grade B; Yield Stress = 46KSI.

4. Structural steel pipe columns shall conform to ASTM A53, Grade B; YieldStress = 35 KSI.

5. Use A325 Bolts for steel to steel connections, F1554 GR36 for Anchor Bolts,and A307 Bolts for all other connections (unless specified otherwise ondrawings). Use 3/4" diameter minimum.

6. Prior to fabrication and erection, shop drawings for all steel items shall bereviewed by the Structural Engineer. The Contractor shall verify all shopdrawing dimensions with Structural and Architectural plans and details.

7. All welds shall be made with E70XX electrodes and by welders certified byAWS Standards within the past 12 months; provide written certification ifrequested. All welds shall have a minimum Charpy V-Notch toughness of 20foot-pound (27.1N-m) at 0° F, unless noted otherwise on the plans.

8. All high-strength bolts shall be tightened to the appropriate minimum bolttension in accordance with AISC "Specifications for Structural Joints usingASTM A325 or A490 Bolts." The preferred method of tightening is by use of"Twist off type tension control bolt assemblies." "Direct Tension Indicator" andthe Turn-of-Nut method may also be used.

9. Special Inspections and testing of welds as required by IBC 2015 shall beprovided by the owner.

DRILL & EPOXY1. Use Hilti HIT-HY 200 adhesive system or approved equivalent for concrete

connections.2. Use Hilti HY70 adhesive system or approved equivalent for all unit CMU

connections and unreinforced masonry walls, including multi-wythe walls.3. Ten percent of all anchors placed shall be randomly tested to 100% of

manufacturer's specified allowable load. If any anchor fails it shall be replacedand retested at no additional cost to the Owner. If an anchor fails, 100% of allother anchors installed by that same crew shall be tested at no additional costto the owner.

NOTES

1. * CONTEXT INDICATES WHICH ABBREVIATION TERM IS IMPLIED. CONTACT ENGINEER IFMEANING IS NOT OBVIOUS.

2. NOT ALL ABBREVIATIONS ARE USED.3. MANY ABBREVIATIONS MAY BE MADE PLURAL BY ADDING AN S SUFFIX.4. FOR ABBREVIATIONS NOT LISTED, REFER TO US NATIONAL CAD STANDARD, VERSION

3.1, TERMS AND ABBREVIATIONS SECTION, OR CONTACT ENGINEER.





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1542 E 11245 SSANDY, UTAH 84092

STRUCTURAL NOTES S002

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TERMS AND ABBREVIATIONS

ABBRV TERM

JST Joist

KIP (K) Thousand PoundsKIP FT Thousand Foot/PoundsKLF KIPs per Lineal Foot

LB PoundLHS Left Hand ShoeLL Live LoadLLH Long Leg HorizontalLLV Long Leg VerticalLONG LongitudinalLSL Laminated Strand LumberLTWT LightweightLVL Laminated Veneer Lumber

MAX MaximumMECH MechanicalMFR ManufacturerMIN MinimumMISC Miscellaneous

N/A Not ApplicableNTS Not to Scale

OC On CenterOD Outside DiameterOPNG OpeningOPP OppositeOPT OptionalOSB Oriented Strand Board

PERP PerpendicularPLF Pounds per Lineal FootPSL Parallel Strand LumberPT Post Tensioned

QA Quality AssuranceQC Quality Control

(RE) Remove ExistingREINF Reinforce (Reinforced,

Reinforcing)*REQD RequiredRFI Request for InformationRS Rough SawnRTU Roof Top Unit

SCHED ScheduleSECT SectionSF Square Foot (Feet)*SGL SingleSHTHG SheathingSIM SimilarSL Snow LoadSOG Slab on GradeSPCL SpecialSPEC SpecificationSQ SquareSTD StandardSTIF StiffenerSTRUCT Structure (Structural)*SYMM Symmetrical

T&B Top & BottomT&G Tongue and GrooveTHRU ThroughTO FDTN Top of FoundationTOB Top of BeamTOC Top of ConcreteTOF Top of FootingTOJ Top of JoistTOM Top of MasonryTOP Top of ParapetTOS Top of SteelTOW Top of WallTWS Threaded Welded StudTYP Typical

UNO Unless Noted Otherwise

VERT Vertical (Vertically)*

W/ WithW/O WithoutWL Wind LoadWLD Weld (Welded)*WWF Welded Wire Fabric

X Extra StrongXS Double Extra Strong

TERMS AND ABBREVIATIONS

ABBRV TERM

(#) Numerical quantities whenenclosed in parentheses

A/E Architect / EngineerAB Anchor BoltABV AboveADDM AddendumAFF Above Finished FloorALUM AluminumAPPROX ApproximatelyARCH Architect (Architectural)*ASTM American Society for Testing

and Materials

B PL Base PlateB/B Back to BackBLKG BlockingBLW BelowBM BeamBOS Bottom of SteelBOT BottomBRG BearingBTWN Between

C TO C Center to CenterCD Contract DocumentsCIP Cast-In-PlaceCJ Construction Joint

(Control Joint)*CL CenterlineCMU Concrete Masonry UnitCOL ColumnCONC ConcreteCONN ConnectionCONT Continuous (Continue)*CONTR ContractorCOORD CoordinateCTR Center

D Depthd Pennyweight NailDB Deck BearingDBA Deformed Bar AnchorDBL DoubleDFS Douglas Fir - SouthDIA DiameterDIAG DiagonalDIM DimensionDL Dead LoadDTL DetailDWG Drawing

(E) ExistingE Modulus of ElasticityEA EachEJ Expansion JointEL ElevationELEV ElevatorENGR EngineerEQ EqualEQL SP Equally Spaced (Equal

Spaces)*EQUIP EquipmentEQUIV EquivalentEST EstimateETC And so forthEW Each WayEXCL ExcludeEXP ExpansionEXT Exterior

(F) FutureFDTN FoundationFFE Finished Floor ElevationFIN Finish (Finished)*FLR FloorFRMG FramingFSE Finshed Slab ElevationFTG FootingFV Field Verify

GA Gage / GaugeGALV GalvanizedGLB Glued Laminated Wood Beam

HGR HangerHORIZ Horizontal (Horizontally)*HSA Headed Stud AnchorHSS Hollow Structural Section

I Moment of InertiaID Inside DiameterINT Interior

Special Inspection - Steel Construction (IBC 1705.2)

Item C/P ◄(A)INSPECTION TASKS PRIOR TO WELDING(AISC 360-10, TABLE N5.4-1; AISC 341-10, TABLE J6-1)Welding procedure specifications (WSPs) available CManufacturer's certification for welding consumables available CMaterial identification (Type / Grade) PWelder identification system ◄(B) PFit-up of groove welds (including joint geometry) PConfiguration and finish of access holes PFit-up of fillet welds P

INSPECTION TASKS DURING WELDING(AISC 360-10, TABLE N5.4-2; AISC 341-10, TABLE J6-2)Use of qualified welders PControl and handling of welding consumables PNo welding over cracked tack welds PEnvironmental conditions PWelding procedure specification followed PWelding techniques P

INSPECTION TASKS AFTER WELDING(AISC 360-10, TABLE N5.4-3; AISC 341-10, TABLE J6-3)Welds cleaned PSize, length, and location of welds CWelds must meet visual acceptance criteria CArc strikes Ck-Area ◄(C) CBacking removed and weld tabs removed (if required) CRepair activities CDocument acceptance or rejection of welded joint or member CPlacement of reinforcing or contouring fillet welds (if required) C

INSPECTION TASKS PRIOR TO BOLTING(AISC 360-10, TABLE N5.6-1; AISC 341-10, TABLE J7-1)Manufacturer's certifications available for fastener materials CFasteners marked in accordance with ASTM requirements PProper fasteners selected for the joint detail (Grade / Type / Bolt Length / If threadsare to be excluded from shear plane)

P

Proper bolting procedure selected for joint detal PConnecting elements, including the appropriate faying surface condition and holepreparation, if specified, meet applicalbe requirements

P

Pre-installation verification testing by installation personnel observed anddocumented for fastener assemblies and methods used

P

Proper storage provided for bolts, nuts, washers, and other fastener components P

INSPECTION TASKS DURING BOLTING(AISC 360-10, TABLE N5.6-2; AISC 340-10, Table J7-2)Fastener assemblies, of suitable condition, placed in all holes and washers (ifrequired) are positioned as required

P

Joint brought to the snug-tight conditions prior to the pre-tensioning operations PFastener component not turned by the wrench prevented from rotating PFasteners are pre-tensioned in accordance with the RCSC specification,progressing systematically from the most rigid point toward free edges

P

INSPECTION TASKS AFTER BOLTING(AISC 360-10, TABLE N5.6-3; AISC 341-10, TABLE J7-3)Document acceptance or rejection of bolted connection C

INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIORTO CONCRETE PLACEMENT (AISC 360-10, TABLE N6.1)Placement and installation of steel deck CPlacement and installation of steel headed stud anchors CDocument acceptance or rejection of steel elements C

INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURALSTEEL (IBC 1705.2.2, TABLE 1705.2.2)Material verification of cold-formed steel deck:- A. Identification markings to conform to ASTM standards specified in the approved construction documents

P

- B. Manufacturer's certified test reports PInspection of welding:- A. Cold-formed steel: floor and roof deck welds P- B. Reinforcing steel:- 1) Verification of weldability of reinforcing steel other than ASTM A706 P- 2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement

C

- 3) Shear reinforcement C- 4) Other reinforcing steel P

NON-DESTRUCTIVE TESTING OF WELDS (AISC 360-10, SECTION N5.5)CJP welds (Risk Category II) PCJP welds (Risk Category III or IV) CAccess holes (> 2" in flange or web) CWelded joints subject to fatigue C

OTHER STEEL INSPECTIONS(AISC 360-10, SECTION N5.7; AISC 341-10, TABLES J8-1 & J10-1)Structural steel details PAnchor rods and other embedments supporting structural steel P

TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.►(B) The fabricator or erector, as applicable, shall maintain a system by which awelder who has welded a joint or member can be identified. Stamps, if used, shallbe low-stress type.►(C) When welding of doubler plates, continuity plates or stiffeners has beenperformed in the k-Area, visually inspect the web k-Area for cracks within 3" of theweld.

Special Inspection - Concrete Construction (IBC 1705.3 & 1705.12.1)

Item C/P ◄(A)INSPECTION OF CONCRETE CONSTRUCTION (IBC 1705.3, TABLE 1705.3)1. Inspect reinforcement, including prestressing tendons, and verify placement P2. Reinforcing bar welding:- A. Verify weldabilty of reinforcing bars other than ASTM A706; P- B. Inspect single-pass fillet welds, maximum 5/16"; and P- C. Inspect all other welds C3. Inspect anchors cast in concrete P4. Inspect anchors post-installed in hardened concrete members ◄(B)- A. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.

C

- B. Mechanical anchors and adhesive anchors not defined in 4.A P5. Verify use of required design mix P6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete

C

7. Inspect concrete and shotcrete placement for proper application techniques C8. Verify maintenance of specified curing temperature and techniques P9. Inspect prestressed concrete for:- A. Application of prestressing forces; and C- B. Grouting of bonded prestressing tendons C10. Inspect erection of precast concrete members P11. Verifiy in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs

P

12. Inspect formwork for shape, location and dimensions of the concrete member being formed

P

TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.►(B) Specific requirements for special inspection shall be included in the researchreport for the anchor issued by an approved source in accordance with 17.8.2 inACI 318, or other qualification procedures. Where specific requirements are notprovided, special inspection requirements shall be specified by the registereddesign professional and shall be approved by the building official prior to thecommencement of the work.

Special Inspection - Masonry Construction (IBC 1705.4)

Item C/P ◄(A)LEVEL B QUALITY ASSURANCE (ACI 530-11, TABLE 1.19.2)MINIMUM TESTSVerification of slump flow and Visual Stability Index (VSI) as delivered to theproject site in accordance with Specification Article 1.5 B.1.b.3 forself-consolidating grout

-

Verification of F'm and F'AAC in accordance with Specification Article 1.48 prior toconstruction

-

MINIMUM INSPECTIONVerify compliance with the approved submittals PAs masonry construction begins, verify that the following are in compliance:- A. Proportions of site-prepared mortar P- B. Construction of mortar joints P- C. Grade and size of pre-stressing tendons and anchorages P- D. Location of reinforcement, connectors, and pre-stressing tendons and anchorages

P

- E. Pre-stressing technique P- F. Properties of thin-bed mortar for AAC masonry C ◄(B) / P ◄(C)Prior to grouting, verify that the following are in compliance:- A. Grout space P- B. Grade, type, and size of reinforcing and anchor bolts, and pre-stressing tendons and anchorages

P

- C. Placement of reinforcment, connectors, and pre-stressing tendons and anchorages

P

- D. Proportions of site-prepared grout and pre-stressing grout for bondedtendons

P

- E. Construction of mortar joints PVerify during construction: P- A. Size and location of structural elements P- B. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other constructions

P

- C. Welding of reinforcement C- D. Preparation, construction, and protection of masonry during cold weather (temperatures below 40°F) or hot weather (temperatures above 90°F)

P

- E. Application and measurement of pre-stressing force C- F. Placement of grout and pre-stressing grout for bonded tendons is incompliance

C

- G. Placement of AAC masonry units and construction of thin-bed mortar joints C ◄(B) / P ◄(C)Observe preparation of grout specimens, mortar specimens, and/or prisms P

TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.►(B) Continuous inspection is required for the first 5,000 sq ft of AAC masonry.►(C) Periodic inspection is required after the first 5,000 sq ft of AAC masonry.

Special Inspection - Soils (IBC 1705.6)

Item C/P ◄(A)INSPECTION OF SOILS (IBC TABLE 1705.6)Verify materials below shallow foundations are adequate to achieve the designbearing capacity

P

Verify excavations are extended to proper depth and have reached proper material PPerform classification and testing of compacted fill materials PVerify use of proper materials, densities, and lift thicknesses during placement, andcompaction of compacted fill

C

Prior to placement of compacted fill, observe subgrade and verify that site hasbeen prepared properly

P

TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.

D

C

B

A

3 4

HSS5x5x1/

4

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4

TF 98' - 0" TF 98' - 0"

3

3

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1 1

D1S501

________________ D1S501

________________

SIM

4

CONCRETE SLABON GRADE

FTG/FDTN PLAN LEGEND

CONCRETEFOOTING & FDTNWALL

CONCRETE WALL

MASONRY WALL(SHADED IF SOLIDGROUTED)

RECESS INCONCRETE FDTNWALL

MW-#

FCx.x

STEEL COLUMNS:WIDE FLANGE,TUBE, PIPE

TF xx'-xx" .TOP OF FTGELEVATION





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1542 E 11245 SSANDY, UTAH 84092

FOOTING & FOUNDATION PLAN S101

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3/16" = 1'-0"Footing & Foundation Plan

PLAN NOTES - FOOTING & FDTN# NUMBERED NOTES BELOW ARE KEYED ON

PLAN.

* SEE ARCHITECTURAL DRAWINGS FOR ALLDIMENSIONS, TYPICAL.

** NOT ALL NOTES MAY APPLY TO AREASHOWN ON SHEET.

A SEE STRUCTURAL NOTES ON SHEET S001FOR ADDITIONAL INFORMATION.

B SEE STRUCTURAL NOTES ON SHEET S001FOR MINIMUM FROST COVER FOR ALLEXTERIOR FOOTINGS.

C SEE PLAN AND SECTIONS FOR TOP OFFOUNDATION WALL ELEVATIONS.

D CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS BEFORESUBMITTING SHOP DRAWINGS AND TO THEGREATEST EXTENT POSSIBLE BEFOREBEGINNING CONSTRUCTION.

1 FOOTING ELEVATIONS SHOWN ARE BASEDON A UNIFORM GRADE 6" BELOW SLABPLUS 2'-6" FROST COVER. COORDINATEELEVATIONS SHOWN WITH CIVIL AND SITEPLANS FOR ANY ADDITIONAL DEPTH THATMAY BE REQUIRED TO MAINTAIN MINIMUMFROST COVER OVER FOOTINGS.

2 WHERE NEW FOOTING OR FOUNDATIONABUTS EXISTING FOUNDATION, DRILL ANDEPOXY ALL NEW HORIZONTAL FOOTINGAND FOUNDATION REINFORCEMENT 6"MINIMUM INTO EXISTING.

3 NEW OPENING IN EXISTING MASONRYWALL. GROUT SOLID ANY HOLLOW CELLSALL SIDES OF NEW OPENING. SEEARCHITECTURAL DRAWINGS FOR EXACTLOCATIONS.

4 GROUT ALL HOLLOW CELLS SOLID INEXISTING MASONRY WALL FOR SHADEDLENGTH SHOWN FOR FULL HEIGHT OFWALL.

(E)W

12x2

7

(E) W24x76 (E) W24x76

(E) 28LH05

D4S501

________________

D5S501

________________

D3

S501________________

D

C

B

A

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@5'

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(E)3

2LH0

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HSS5x5x1/4

C15x33.9

L6x4

x5/16

C12x

20.7

C8x1

1.5C8

x11.5

23'-

0"

65 PSF

1

2

2

2

33 3

4

5

6

7

45°

C4

S501________________

C3S501

________________

2 PLACESB1

S501________________

8

8

88

(3)

D1S102

________________

(E) L4x3x5/16

(E) L4x3x5/16

9

9

4

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6' - 0"

10 10EQ

EQ

ROOF FRMG PLAN LEGEND

STEEL ROOF DECKW/ SPANDIRECTIONINDICATED

MASONRY WALL

SNOW DRIFTDIAGRAM

x' - x"

#PL

F

STEEL COLUMNS:WIDE FLANGE,TUBE, PIPE

SNOW DRIFT AREA

STEEL LINTEL ATNEW WALL OPNG

EXIST STEEL JOIST

PLACE BOTTOM HSS5x5 ONBACK OF COLS AS SHOWN.SEE DETAIL A FORCONNECTION TO COLBEYOND

L6x6x3/8 x CONT

3/16L TO COLBEYOND

STEEL COL BEYOND, SEEPLAN

HSS5x5x1/4, SEE PLAN, AT (3)ELEVATIONS, COORD W/ARCH DWGs. PLACE TOP 2FLUSH WITH COLS, SEEFOR CONNECTIONS.

C3/S501

EXIST STEEL DECK

#12 SELF DRILLING SCREWS@ 6" OC

12 GA x CONT STEEL PLATE(GALVANIZED)

1/4 L TO COL

1/4 BM TO L

L2x2x1/4 x 0'-4" CLIPANGLE ABOVE &BELOW

HSS COL

HSS BEAM

DETAIL A

APPLY BONDING AGENT TOEXIST CMU BEFORE

GROUTINGCONTRACTOR TO FIELDVERIFY WHETHER EXIST VERTREINF OCCURS AT NEW JAMB.IF NOT, SAWCUT INSIDE FACE& PROVIDE (2) #5 x CONT VERTBARS AS SHOWN. DRILL &EPOXY BARS 10" INTO EXISTFDTN & EXTEND UP TO NEWLINTEL BEARING. GROUTSOLID FULL HEIGHT.

CLR

1/2"

CLR

11/2"

WALL TO BE REMOVED, SEEPLAN & ARCH DWGs

EXTERIOR SIDE OF WALL

PLAN VIEW





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1542 E 11245 SSANDY, UTAH 84092

ROOF FRAMING PLAN S102

1/24/2019CMA 17-006.5

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3/16" = 1'-0"Roof Framing Plan

PLAN NOTES - ROOF FRAMING# NUMBERED NOTES BELOW ARE KEYED ON

PLAN.

* SEE ARCHITECTURAL DRAWINGS FOR ALLDIMENSIONS, TYPICAL.

** NOT ALL NOTES MAY APPLY TO AREASHOWN ON SHEET.

A SEE STRUCTURAL NOTES ON SHEET S001FOR ADDITIONAL INFORMATION.

B CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS BEFORESUBMITTING SHOP DRAWINGS AND TO THEGREATEST EXTENT POSSIBLE BEFOREBEGINNING CONSTRUCTION.

1 SNOW DRIFT LOAD DIAGRAM WITHSHADED AREA SHOWING EXTENTS.

2 NEW OPENING IN EXISTING MASONRYWALL. GROUT SOLID ANY HOLLOW CELLSALL SIDES OF NEW OPENING. SEEARCHITECTURAL DRAWINGS FOR EXACTLOCATIONS.

3 GROUT ALL HOLLOW CELLS SOLID INEXISTING MASONRY WALL FOR SHADEDLENGTH SHOWN FOR FULL HEIGHT OFWALL. DO NOT GROUT OVER OPENINGS INWALL.

4 EXISTING ROOF JOIST TO BERETROFITTED, SEE B4/S501.

5 EXISTING ROOF JOIST TO BERETROFITTED, SEE A4/S501.

6 L6x6x3/8 PLACE BETWEEN EXISTING JOISTAND WALL, SEE A1/S501 FOR ATTACHMENTTO WALL AND STEEL SUPPORT.

7 L3x3x1/4 HORIZONTAL BRACE NEAR ROOFDECK. COPE HORIZONTAL LEG EACH ENDAND BEND VERTICAL LEG FORATTACHMENT. WELD TO COLUMN WITH3/16" FILLET WELD ALL AROUND. ATTACHTO WALL WITH 5/8"Ø x 10" EMBEDMENTDRILL AND EPOXY ANCHOR.

8 SEE B1/S102 FOR ADDITIONALREQUIREMENTS AT JAMB.

9 VERIFY EXIST ROOF DECK WELDED TOEXIST ANGLE @ 6" OC OR ATTACH PERA1/S501, SIM.

10 L3x3x1/4 KICKERS, SEE C2/S501.

3/4" = 1'-0"D1 -

1 1/2" = 1'-0"B1 -

STEEL CHANNEL, SEE PLAN, W/ 5/8"Øx 5" EMBED THREADED ROD ANCHORBOLT @ 24" OC (STAGGERED). DRILL& EPOXY INTO EXIST CMU. PROVIDE5/16" SHIM FOR TOP BOLTS.

EXIST STEEL DECK

EXIST MASONRY WALL,FIELD VERIFY OR GROUTSOLID BOTTOM COURSE

ABOVE NEW STEEL ANGLE& ALL CELLS W/ ABs

4"6"

EXIST STEEL JOIST, SEE PLAN.CONTRACTOR TO FIELDVERIFY EXACT LOCATION.

1/4" STIFFENER PL @ EA KICKERL6x4x5/16 x CONT (LLV)

1/4 2-12

L3x3x1/4 KICKER @ EAJOIST AND EA END OF

STEEL CHANNEL. EXTENDUP TO PANEL POINT OF

EXIST JOIST.

3/16 TYP

45°±

NOTE: SEE DETAIL D5/S501 FOR ADDITIONALINFO. CONTRACTOR MAY PROVIDE "J" ABs INHOLLOW CELLS BEFORE GROUTING INSTEAD OFDRILL & EPOXY ANCHORS.

3"x1/4"x3" STEEL PL

4"

STEEL ANGLE, SEE PLAN,W/ 5/8"Ø x 5" EMBED

THREADED ROD ANCHORBOLT @ 16" OC & EA END.

DRILL & EPOXY INTO EXISTCMU.

3/16 TYP

L3x3x1/4 KICKER WITHIN 1'-0" OFEA END OF ANGLE. EXTEND UPTO PANEL POINT OF EXIST JOIST

45°±


EXIST STEEL DECK

EXIST MASONRYWALL, FIELD VERIFY

OR GROUT SOLIDBOTTOM COURSE

ABOVE NEW STEELANGLE & ALL CELLS

W/ ABs

4"8"

3"x1/4"x3"STEEL PL

L6x4x5/16 x CONT (LLV)1/4 2-12


EXIST ROOF JOIST,SEE PLAN

L3x3x1/4 KICKER@ 6'-0" OC MAX.EXTEND UP TO

TOP CHORDPANEL POINT OF

ADJACENT JOIST.

45°±EXIST FOOTING

EXIST CONC FDTN WALL

EXIST CONC SLAB

NEW STEEL COLUMN, SEEPLAN W/ 3/4" THICK BASE PL &(2) 3/4"Ø x 9" EMBED ANCHOR

BOLTS. PROVIDE 1 1/2"NON-SHRINK GROUT BELOW.

EXIST MASONRY WALL

NEW CONC FDTN WALL BELOW METAL STUDWALL (SEE ARCH DWGS FOR EXTENTS).REINF W/ (2) #5 HORIZ @ 12" OC W/ (2) BARSTOP & BOTT (1 EA FACE), & (2) #5 VERTS @16" OC (1 EA FACE) W/ STD HOOK INTO FTG

1'-0

"

CLR3"

SEE

STRU

CTNO

T ES

FROS

TCOV

ER

CLR2"

FINISH GRADE

DRILL & EPOXY HORIZ REINF6" INTO EXIST CONC

NEW CONC FOOTING,EXTEND 10" BEYONDEDGE OF FDTN WALL ALLSIDES. REINF W/ #5 BARS@ 12" OC EA WAY

1/2"

9"

3"3"

2"

A

DETAIL AMETAL STUD WALL & FINISH,SEE ARCH DWGS

NOTE: SNOW/ICE MELT SYSTEM MAY OCCURIN EXISTING SLAB ON GRADE. CONTRACTORSHALL TAKE PRECAUTIONS NOT TO DAMAGESYSTEM DURING DEMOLITION & PLACEMENTOF NEW CONCRETE.

STEEL COLUMN, SEEPLAN W/ 1/4" CAP PL

FACADE, SEE ARCH DWGS

1/4TYP

1/4TYP

PROVIDE1/4" x REQDERECTION PLsAS REQD, TYP

HSS BEAMS ,SEE PLAN

PLACE AT TOP& BOT OF

FACADE

D1S102

________________

KNIFE PL 4"x3/8"x9"

3/16

C8x11.5 x REQD W/(4) 5/8"Ø x 6" EMBEDTHREADED ANCHORS@ 8" OC, DRILLED &EPOXIED INTO EXISTMASONRY WALL

4" 2"

TYP

8"

OFEX

IST

CMU

4"FR

OMTO

P

EXIST MASONRY WALL

STEEL COLUMN, SEE PLAN

1/2"

3/16TYP, UNO

EXIST MASONRY WALL

EXIST ROOF DECK

NEW STEELCOLUMN, SEE PLAN

3/16

11/2"

EXIST ROOF JOIST TOBE RETROFITTED,SEE PLAN. PROVIDEL2x2x1/4 VERT WEBAT CHANNEL DOWNTO BOTT CHORDPANEL POINT IFCHANNEL DOES NOTOCCUR AT TOPCHORD PANEL POINT.

EXIST ROOFJOIST TO BERETROFITED,SEE PLAN

PL 6" x 1/4" x 6"@ EA JOIST

ATTACH CHANNEL TO LOW FLUTE OF EXIST ROOFDECK W/ #12 SELF-DRILLING SCREWS @ 4" OC

C8x11.5 EA SIDE OF WALLFOR LENGTH SHOWN ONPLAN. COPE TOP OFCHANNEL TO RUN BELOW(E) JOIST TOP CHORD.

MIN

31/

2"

COPE CHANNELEND AS SHOWN

L6x4x5/16x0'-6" W/5/8"Ø THRU BOLT EASIDE OF CHANNELEA SIDE OF WALL

KNIFE PL 6"x3/8"x9" W/(1) 3/4"Ø BOLT IN 1 1/2"VERT SLOTTED HOLE

3/16TYP,UNO

3/16PL TOJOIST

SECTION A

CHANNEL EASIDE OF WALL

#12 SCREWS@ 4" OC

PROVIDE 8" WIDE x16 GA x CONT PL IF

CHANNEL DOESNOT ALIGN W/

BOTTOM FLUTE

#12 SCREWS @ 8" OCEA SIDE OF CHANNEL (E) ROOF DECK

A

PARTIALLY SAWCUT CMU ANDPLACE ANGLES BEFORE REMOVINGMASONRY FOR OPENING

NEW L6x4x5/16

EXISTING MASONRYWALL TO REMAIN

6"

STEEL CHANNEL MAYOCCUR, SEE PLAN

L3x3x1/4 KICKER AT BRG,SEE ASSOCIATED DETAILS

1/4 12

AT ENDC TO L WHEREC OCCURS

B1S102

________________

WHERE OCCURSON PLAN

B3S501

________________

1. ADD (2) 5/8"Ø x 24'-0" LONG (CENTERED ON JOIST) A36 RODS TOP AND BOTTOM.2. ADD (2) L1x1x1/8 ANGLES AT ALL EXISTING ROD WEB MEMBERS. WHERE ANGLE

WEB MEMBERS OCCUR PROVIDE (1) 1/2"Ø ROD FOR EACH ANGLE. SEE A2/S501FOR ATTACHMENT.

3. GROUT SOLID JOIST BEARING POCKET IF NOT ALREADY DONE.

3 32

FULL LENGTH

B3

S501________________

1. ADD (2) 1/2"Ø x 24'-0" LONG (CENTERED ON JOIST) A36 RODS TOP AND BOTTOM.2. ADD (2) L1x1x1/8 ANGLES AT ALL EXISTING ROD WEB MEMBERS. WHERE ANGLE

WEB MEMBERS OCCUR PROVIDE (1) 1/2"Ø ROD FOR EACH ANGLE. SEE A2/S501FOR ATTACHMENT.

3. GROUT SOLID JOIST BEARING POCKET IF NOT ALREADY DONE.

3 32

FULL LENGTH

EXIST MASONRY WALL

NEW STEEL CHANNEL,SEE PLAN W/ 1/4" STIFF PL

3/16 TYP

L4x4x1/4 x REQD W/ (2) 5/8"Ø x 6"EMBED THREADED ROD ANCHOR

DRILLED & EPOXIED INTO EXISTMASONRY WALL

NEW STEELANGLE, SEE PLAN

ATTACH ANGLE TO EXIST DECKW/ #12 x 1 1/2" SELF-DRILLINGSCREWS @ 12" OC. PREDRILLANGLE HOLES.

8"6"

EXIST STEEL JOIST CHORD, SEEJOIST UPGRADE SCHEMATICELEVATIONS FOR NEW ROD

REINF, TOP & BOT, TYP

EXIST WEB RODMEMBER COND

EXIST WEB ANGLEMEMBER COND

A

A

SECTION A-A

NEW ANGLE STRUT, TYP

NEW ROD STRUT, TYP

EXIST WEB MEMBER

NEW L STRUT, TYP, SEEJOIST UPGRADE SCHEMATIC

ELEVATIONS, ADJUSTORIENTATION PER WEB

MEMBER COND

A

A

EXIST WEB MEMBER

NEW L STRUT, SEE JOISTUPGRADE SCHEMATICELEVATIONS, ADJUSTORIENTATION PER WEBMEMBER COND

1/8 4 MIN EA END3/16 2 MIN EA END, TYP

1/8 2-8

3/16 2-8

NEW ROD, TYP, SEEJOIST UPGRADE

SCHEMATIC ELEVATIONS3/16 2-12

TYP

(PROVIDE 4" MIN WELD ATEACH END OF ROD, TYP)

WHERE PL OCCURS FORKICKER STOP/START TOP

CHORD ROD & BUTT WELDRODS TO PL (LEAVE NO GAPS)

NEW ROD, TYP, SEEJOIST UPGRADE

SCHEMATIC ELEVATIONS

MIN

1/2"

WHERE REQD FOR BOTTOMCHORD SPLICE FOR RODSPROVIDE 1/4" x REQD x 12"

LONG (A36) STEEL PLCENTERED ON SPLICE

3/16 AT SPLICE

EXIST JOISTBOTTOM CHORD

EXIST JOISTTOP CHORD

5/8"Ø x 6" EMBEDTHREADED ROD ABDRILLED & EPOXIED

INTO CMU

4"x3/8"x4" STL PL(E) JOIST

KICKER,SEE PLAN

CEILING,SEE ARCH

(E) MASONRY WALL

COPE HORIZ LEG &BEND VERT LEG FORATTACHMENT

11

3/16





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1542 E 11245 SSANDY, UTAH 84092

STRUCTURAL DETAILS S501

1/24/2019CMA 17-006.5

HTUKGC

BID

DO

CU

MEN

TS

3/4" = 1'-0"D5 -3/4" = 1'-0"D4 -

3/4" = 1'-0"D3 -3/4" = 1'-0"D1 -

3/4" = 1'-0"C3 -3/4" = 1'-0"C4 -

3/4" = 1'-0"B1 -

NO SCALEC5 -

3/16" = 1'-0"B4 JOIST UPGRADE ELEVATION

3/16" = 1'-0"A4 JOIST UPGRADE ELEVATION3/4" = 1'-0"A1 -

1 1/2" = 1'-0"A2 -

1 1/2" = 1'-0"B3 -

3/4" = 1'-0"C2 -

T

T

T

T

T

T

TT

T

10"x6"

16"x8"

18"x8"

14"x8"

14"x8"

18"x10"

24"x10"34"x12"

14"x8"

14"x8"

14"x8"

14"x8"

18"x10"

20"x12"

14"x8"18"x10"

12"x7"

16"x8"

16"x10"

16"x10"

10"x5"

16"x8"

18"x12"

16"x10"14"x7"

14"x8" 18"x8"18"x8"

18"x8"

12"x6"

12"ø

14"x6"

14"x6"

14"x8"

14"x7"

18"x12"

12"x6"

14"x8"

14"x8"14"x8"

14"x7"

12"x6"

10"x4"10"x4"

12"x6"

12"x6"

14"x8"

14"x8"

14"x8"

14"x8"

10"x4"

10"x4"10"x4"

10"x4"

14"x8"

1

2

3

4

56

7

8

9

10

1010

11

12

1

2

1

1

2

1

1

2

1

2

2

2

2

2

1

1

2

1

1

2

10

6

1

10

6

6

3

1

63

3

79

86

6

3

3

6

9

96

6

61010

1

11

2

66

6

3

6

7

8

3

6

8"x4"

12"x5"

12"x5"

12"x8"

3

3

4

4

A A

B

C

D

4A

4A

5

5

1

1

3

14"x8"

18"x8"

16"x8"

MZ−1/10

MZ−1/8

MZ−1/4

MZ−1/6

1/2

1/9

1/11

1/71/5

121314

3

14

3

14

14

3

8

7

14 14

113

13

11

12

1212

12

3

11

14

14

3

9

8

7

15

12

12

18"x8"


233 SOUTH PLEASANT GROVE BLVD.

SUITE #105

PLEASANT GROVE, UTAH 84062

PHONE: (801) 769-3000

FAX: (801) 769-3001

[email protected]

SHEET DESCRIPTION:

DATE:

PROJECT #:PROJ. MAN.:

CHECKED BY:

MARK

THE INFORMATION HEREIN IS THE PROPERTY OF

CURTIS MINER ARCHITECTURE AND MAY NOT

BE REPRODUCED WITHOUT WRITTEN CONSENT.

© 2017 CURTIS MINER ARCHITECTURE, LLC

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UPGRADE

9955 EASTDELL DRIVESANDY, UTAH 84092

MECHANICAL DEMOLITION

PLAN M011

23 JANUARY 2019

CMA 17-006.2MFT

MFT

BID

SET

SCALE: 3/16" = 1'-0"

MECHANICAL DEMOLITION PLAN0 2' - 8" 5' - 4" 10' - 8"

N

1 EXISTING SUPPLY AIR DUCTWORK TO REMAIN.

2 EXISTING SUPPLY AIR DIFFUSER TO REMAIN.

3 EXISTING SUPPLY AIR DIFFUSERS TO BE REMOVED.

4 EXISTING ROOFTOP MULTIZONE UNIT MZ-1 TO REMAIN.

5 EXISTING MULTIZONE DUCTWORK DROPS TO REMAIN(TYPICAL).

6 EXISTING SUPPLY AIR DUCTWORK, HANGERS, ETC. TO BEREMOVED.

7 EXISTING CEILING MOUNTED EXHAUST FAN TO BEREMOVED.

8 EXISTING EXHAUST AIR DUCTWORK, HANGERS, ETC. TOBE REMOVED.

9 EXISTING EXHAUST ROOF HOOD TO BE REMOVED.

10 REMOVE ALL SUPPLY AIR DUCTWORK, HANGERS ETC.AND SUPPLY AIR DIFFUSERS DOWNSTREAM OF THISPOINT.

11 EXISTING CEILING RETURN AIR GRILLES TO BEREMOVED.

12 REMOVE EXISTING FIRE/SMOKE DAMPER. COORDINATEWITH NEW WORK.

13 EXISTING TRANSFER AIR DUCT TO REMAIN.

14 EXISTING MULTI-ZONE THERMOSTAT AND ALL RELATEDITEMS TO BE REMOVED COMPLETE. ATC CONTRACTORTO CONFIRM ACTUAL ZONE SERVED PRIOR TODEMOLITION.

15 REMOVE ABANDONED DUCTWORK AND HANGERS.

REFERENCE NOTES#

T T

T

T

T

T

S

T

34"x12"

14"x8"

14"x8"

14"x8"

14"x8"

14"x8"

14"x8"

24"x10"

14"x8"

14"x8"

14"x8"

14"x8"

18"x10"

20"x12"

18"x12"

16"x10"

14"x8"18"x8"

14"x8"

16"x8"

18"x8"

12"x6"

18"x10"

26"x12"

14"x8"

18"x10" 14"x8"

12"x7"

16"x10"

8"x4"

12"x5"

12"x5"

10"x5"

16"x8"

OFFICE

106

OFFICE

105

RESTROOM

109RESTROOM

110

FACULTY LOUNGE

107

NURSE

112

RESTROOM

111

RECEPTION

101

PRINCIPAL

102

ELEC.

104

STORAGE

103

HALL

108

CORRIDOR

113

EXISTING

145

EXISTING

146

EXISTING

150

EXISTING

151

SECURE ENTRY

100

D-2190

D-3285

(2 REQ'D)

8"x

10"

10"ø

12"x

10"

12"x12"

12"x

12"10"x10"

6"ø

D-560

D-560

D-560

G-2

G-1

G-2

G-2

8"ø

8"ø

14"x

10"

14"x10"

12"x

10"

10"x10"

12"x10"

10"ø10"ø

10"ø

G-1

10"ø

8"ø

12"ø

D-2200

D-4400

12"x12"

G-2

10"ø

8"x12"

20"x12"

D-1125

D-3255

(3 REQ'D)

D-2200

D-2245

D-2245

G-3

G-1

G-1

G-2

EF-1

EF-1EF-1

EF-2

9"ø

6"ø

6"ø

6"ø

6"ø

6"ø

1/71/10

1/5

1/11

1/8

1/4,6

EXIST50

EXIST300

EXIST0

EXIST480

EXIST500

EXIST400

EXIST400

EXIST400

EXIST450

EXIST450

EXIST450

EXIST450

EXIST400

EXIST400

MZ-1

1

2 3

4

5

12"x6"18"x10"

12"x12"

12"x6"

18"x10"

12"x10"

67

8

9

10

1112

13

14

15

16

17

18

19

20

21

22

23

24

12"x6"

7

M501

(TYP.)

1

4

4

4

4

4

4

4

4

4

4

4

4

4

25

8

5

7

24

5

7

5

M501

(TYP.)

5

23

6

111

1

1

1

1

11

2

247

M501

(TYP.)

7 8

5

23

23

6

5

24

23

6

8"x

8"

6"x8"21

2

M501

21

(TYP.)

24

24

7

M501

(TYP.)

8

5

23

11

1

5724

8

2

M501 1

M501

(TYP.)

(TYP.)

6

7

M501

(TYP.)

24

7

5

M501

(TYP.)

3

3

4

4

A

B

C

D

4A

4A

5

5

D-3375

(3 REQ'D)

6"ø

G-4

G-2

D-590

24

6"x6"

5

8"ø

D-4400

12"ø

48"x16"

26

7

8

24

5

27

5

1

1

6

5 7

6

10"ø

28

10"x10"

8"ø

8"x10"

29

30

3131

25

2525

28

28

28

2828

25

2525

29

28

25

10"ø

1

28



SUITE #105


PHONE: (801) 769-3000

FAX: (801) 769-3001

[email protected]

SHEET DESCRIPTION:

DATE:


CHECKED BY:

MARK





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UPGRADE


MECHANICAL FLOOR PLAN M101

23 JANUARY 2019

CMA 17-006.2MFT

MFT

BID

SET

SCALE: 3/16" = 1'-0"

MECHANICAL FLOOR PLAN0 2' - 8" 5' - 4" 10' - 8"

N

1 EXISTING SUPPLY AIR DUCTWORK TO REMAIN.

2 EXISTING RETURN AIR DUCTWORK TO REMAIN.

3 EXISTING ROOFTOP MULTIZONE UNIT TO REMAIN.

4 EXISTING SUPPLY AIR DIFFUSER TO REMAIN. BALANCE DIFFUSERTO CFM SHOWN.

5 RUN NEW SUPPLY AIR DUCTWORK AS HIGH AS POSSIBLE.COORDINATE ROUTING WITH EXISTING CONDITIONS AND ALLTRADES.

6 TURNING VANES (TYPICAL).

7 FLEXIBLE DUCTWORK (TYPICAL).

8 HIGH EFFICIENCY TAKE-OFF FITTING (TYPICAL).

9 INSTALL NEW MANUAL BALANCING DAMPER IN EXISTINGDUCTWORK. SET DAMPER FOR 1600 CFM.





14 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 600 CFM.







21 6" DIA. EXHAUST AIR DUCT RISE THRU ROOF. TERMINATE DUCT24" ABOVE ROOF ELEVATION IN NON-BACKDRAFT TYPE VENTCAP.

22 9" DIA. EXHAUST AIR DUCT RISE THRU ROOF. TERMINATE DUCT24" ABOVE ROOF ELEVATION IN NON-BACKDRAFT TYPE VENTCAP.

23 PROVIDE AND INSTALL NEW WALL MOUNTED ZONE THERMOSTAT,CONDUIT AND WIRING BACK TO UNIT. ALL ATC WIRING SHALL BERUN IN A MINIMUM OF 3/4" CONDUIT. ATC CONTRACTOR SHALLPROVIDE AND INSTALL ALL REQUIRED WIRING AND CONDUIT.NEW THERMOSTAT SHALL BE COMPATIBLE WITH EXISTING I/NETCONTROL SYSTEM.

24 PROVIDE RETURN AIR SOUND BOOT IN WALL ABOVE CEILING(TYPICAL).

25 MAKE NEW DUCT CONNECTION TO EXISTING. FIELD VERIFYEXACT LOCATION AND DIMENSION OF EXISTING DUCT.

26 WALL SWITCH TO CONTROL OPERATION OF EXHAUST FAN EF-2.

27 REBALANCE MULTIZONE UNIT MZ-1 SUPPLY TO 9,740 CFM.

28 NEW COMBINATION FIRE/SMOKE DAMPER. 120/1/60 POWER.

29 EXISTING TRANSFER AIR DUCT TO REMAIN.

30 RAISE NEW DUCTWORK AS HIGH AS POSSIBLE. COORDINATEREQUIRED HEIGHT WITH ARCHITECT. PATCH EXISTINGPENETRATION WITH 2 HR RATED MATERIAL.

31 ***CAUTION - EXISTING SNOWMELT SYSTEM IN SIDEWALK***CONTRACTOR SHALL HAND DIG PENETRATIONS AT EXISTINGSIDEWALKS TO AVOID DAMAGE TO EXISTING SNOWMELT TUBINGIN CONCRETE.

REFERENCE NOTES#

X2 VE ITEM CHANGES 07/29/2016

GRILLE SCHEDULE

DIFFUSER SCHEDULE

EXHAUST FAN SCHEDULE

45° HIGH EFFICIENCY DUCT TAKE-OFFNOT TO SCALE

45°

5

M501

INSULATE HIGH

EFFICIENCY TAKE-OFF

FITTING

VOLUME DAMPER

WITH LOCKING

QUADRANT

MINIMUM DUCT HEIGHT = BRANCH

DUCT DIAMETER + 4"

NEOPRENE GASKET SEAL

RECTANGULAR

S.A. DUCT

MANUAL BALANCING

DAMPER WITH LOCKING

NOT TO SCALE

LOW PRESSURE DUCT DETAILS

BRANCH TAKE-OFF

TEE CONNECTION

ELBOW

TURNING VANES WITH

TRAILING EDGES

45 DEG. BRANCH TAKE-OFF

FROM MAINQUADRANT

6

M501

1" MIN.

NOT TO SCALE

FLEX DUCT SPIN IN FITTING 3

M501

INSULATED SHEET METAL DUCT

HIGH EFFICIENCY TAKE-OFF WITH

BALANCING DAMPER AND

LOCKING QUADRANT (OPERATOR

OUTSIDE OF INSULATION WRAP)

ATTACH FLEX DUCT TO RIGID DUCT

SECTIONS WITH TYTON CINCH

BANDS

WRAP ALL RIGID DUCT

W/ FOIL FACED 1.1/2"

FIBERGLASS DUCT WRAP

#10 x 3/4" SELF TAPPING

CADMIUM PLATED SCREWS.

NO POP RIVETS ALLOWED

HANGER

STRAPS

FASTEN RIGID DUCT

TO SPIN-IN W/ SHEET

METAL SCREWS

5

M501

45 DEG. BRANCH TAKE-OFF

FROM MAIN

EXHAUST DUCT PENETRATION AT ROOF DETAIL

EXISTING ROOF LINE

ROOFING CONTRACTOR

RAIN COLLAR BY

NEW EXHAUST DUCT

NOT TO SCALE

2

M501

24"

MIN

. E

XH

AU

ST

DUCT LINER

METAL FASTENERS

12" O.C. MAX.

NOT MORE THAN

2" FROM EDGE

OF LINER

G.I. DUCT

DUCT LINER

LINER TO BE

ADHERED TO DUCT

WITH 100% ADHESIVE.

DUCT LINER DETAILNOT TO SCALE M501

TOP & BOTTOM SECTION OF

LINER SHALL OVERLAP THE

SIDES

ALL ENDS OF LINER TO BE

COATED WITH ADHESIVE. ENDS

OF LINER SHALL BE BUTTED

FIRMLY TOGETHER AND TAPED

OVER.

ROOF FLASHING BY ROOFING

CONTRACTOR.

'DO NOT' ANCHOR FLASHING

TO DUCT. DUCT MUST MOVE

FOR ROOF EXPANSION.

PROVIDE NEW

BREIDERT TYPE VENT

CAP WHERE NOTED

7

M501

SEE MECHANICAL

PIPING/RETURN AIR

PLANS FOR BOOT

SIZES

BOOT SHALL

HAVE 22 GA.

SHEET METAL

SKIN FOR BOOT

WIDTHS OF 38"

AND SMALLER.

20 GA. SHEET

METAL FOR 40"

AND LARGER

INSTALL SOUND

BOOT IN WALL

ABOVE CEILING.

SEAL BOOT AT

WALL AIRTIGHT

RETURN AIR SOUND BOOT DETAILNOT TO SCALE

1" INTERIOR

ACOUSTICAL DUCT

LINER

WALL ABOVE

CEILING

WID

TH VARIE

S

SEE PLANS

H

6"

MIN

.

2 X H (MIN.)

NOTE:

1/4" DIA STEEL

HANGER RODS

(4 REQ'D)

VIBRATION ISOLATOR

(4 REQ'D)

EXHAUST GRILLE

DUCT THRU ROOF

PROVIDE WEATHERPROOF

ROOF CAP

BACKDRAFT

DAMPER

FLEXIBLE

CONNECTION

DUCT TRANSITION

CEILING

CEILING EXHAUST FAN DETAILNOT TO SCALE

1

M501

RETURN AIRCEILING24" x 24"

MAKE & MODELTYPELOCATIONSIZESYMBOL (1)

(2)

GRILLE SHALL HAVE BRIGHT WHITE FINISH.

NOTES:

(2)

(1)

GRILLE SHALL FIT IN T-BAR CEILING.

12" x 24" CEILING RETURN AIR TITUS 4FL-3G-2

G-1

4 - WAYCEILING

TYPE MAKE & MODELLOCATION AIR PATTERNNECK SIZESYMBOL

SUPPLY

AIR

(1)

(1)

(1)

NOTES:

(2)

(1) DIFFUSERS SHALL BE 24"x24" MODULE FOR LAY-IN OR GYP. BOARD CEILING INSTALLATION. COORDINATE MOUNTING FRAME

WITH INSTALLATION LOCATION AND ARCHITECTURAL REFLECTED CEILING PLAN

DIFFUSERS SHALL BE BRIGHT WHITE

SUPPLY

AIR

SUPPLY

AIR

SUPPLY

AIR

SUPPLY

AIR

7" DIA.

8" DIA.

10" DIA.

12" DIA.

CEILING

CEILING

CEILING

CEILING

4 - WAY

4 - WAY

4 - WAY

4 - WAYD-5

CFM

D-4

CFM

D-3

CFM

D-2

CFM

D-1

CFM

(2)

TITUS 4FL-3 (2)

6" DIA.

(3 DIFFUSERS SHALL BE SURFACE MOUNTING TYPE

EXHAUST AIR

SYMBOL

EF-1

SERVICE

CEILING DIRECT

TYPE DRIVE

1/8 H.P.

120/1/60

MOTOR

0.375" 75 650

E.S.P. C.F.M

TWIN CITY T100H

MAKE & MODELRPM

NOTES:

(1) FAN SHALL BE COMPLETE WITH CEILING GRILLE AND BACKDRAFT DAMPER.

(1)

EXHAUST AIREF-2 CEILING DIRECT1/4 H.P.

120/1/600.375" 275 686 TWIN CITY T400H

(1)

TITUS OMNI-3

TITUS OMNI-3

TITUS OMNI-3

TITUS OMNI-3

(1)

(3)TITUS OMNI-1

(3)24" x 24" CEILING RETURN AIR TITUS 4FL-1G-3

(3) GRILLE SHALL SHALL HAVE FRAME FOR SURFACE MOUNTING IN GYP. BOARD CEILING.

(3)14" x 14" CEILING RETURN AIR TITUS 4FL-1G-4



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UPGRADE


MECHANICAL SCHEDULES AND

DETAILS M501

23 JANUARY 2019

CMA 17-006.2MFT

MFT

BID

SET

1/2"

RD

RD

RD

RD

1

21"

4"

4"

2"

1/2"1/2"

3

4

5

6

7

8

9

10

11

12

13

14

15

16

13

55

10

9

16 5

4

8

1−1/4"

1/2"

1/2"

3/4"

10

9

9

5

75

13

16

7

11

3

7

4

3/4"

1/2"

4"

4"

1"

2"

4"

4"

4"

4"

2"

2"

1/2"2"

7

3

12

7

1

13

8

7

13

6

8

2"

2"

2"

2"

1−1/2"

3

3

4

4

A A

B B

C C

D D

11

4

2

2"

517



SUITE #105


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UPGRADE


PLUMBING DEMOLITION PLAN P011

23 JANUARY 2019

CMA 17-006.2MFT

MFT

BID

SET

SCALE: 3/16" = 1'-0"

PLUMBING DEMOLITION PLANN

0 2' - 8" 5' - 4" 10' - 8"

1 EXISTING COLD WATER LINE TO BE REMOVED.

2 EXISTING HOSE BIBB TO BE REMOVED.

3 EXISTING HOT AND COLD WATER PIPING TO REMAIN.FIELD VERIFY EXACT LOCATION.

4 EXISTING SHUT-OFF VALVE TO REMAIN (TYPICAL).

5 EXISTING HOT AND COLD WATER PIPING TO BEREMOVED.

6 EXISTING COUNTER MOUNTED SINK AND ALLASSOCIATED HOT, COLD, WASTE AND VENT PIPING TO BEREMOVED. CAP WASTE PIPING BELOW FLOOR ANDREMOVE EXISTING VENT THRU ROOF.

7 EXISTING WASTE LINE BELOW FINISHED FLOOR. FIELDVERIFY EXACT LOCATION AND DEPTH.

8 CAP EXISTING HOT AND COLD WATER PIPING ABOVECEILING.

9 EXISTING WATER CLOSET TO BE REMOVED. CAP WASTEPIPING BELOW FLOOR AND REMOVE ALL VENT PIPING INWALL AND ABOVE CEILING.

10 EXISTING FLOOR DRAIN TO BE REMOVED. CAP WASTEPIPING BELOW FLOOR.

11 EXISTING LAVATORY, HOSE BIBB AND ALL ASSOCIATEDHOT, COLD, WASTE AND VENT PIPING TO BE REMOVED.CAP WASTE PIPING BELOW FLOOR AND REMOVE ALLVENT PIPING IN WALL AND ABOVE CEILING.

12 EXISTING ROOF DRAIN PIPING BELOW FLOOR TO REMAIN.

13 EXISTING VENT THRU ROOF TO BE REMOVED.

14 EXISTING ELKAY REFRIGERATED DUAL LEVEL DRINKINGFOUNTAIN TO BE REMOVED AND TURNED OVER TOOWNER.

15 EXISTING FLOOR TYPE URINAL AND ALL ASSOCIATEDCOLD, WASTE AND VENT PIPING TO BE REMOVED. CAPWASTE PIPING BELOW FLOOR AND REMOVE ALL VENTPIPING IN WALL AND ABOVE CEILING.

16 EXISTING VENT PIPING ABOVE CEILING TO BE REMOVED.

17 APPROXIMATE LOCATION OF EXISTING FLOORCLEANOUT.

REFERENCE NOTES#

OFFICE

106

OFFICE

105

RESTROOM

109

RESTROOM

110

FACULTY LOUNGE

107

NURSE

112

RESTROOM

111

RECEPTION

101

PRINCIPAL

102

ELEC.

104

STORAGE

103

HALL

108

CORRIDOR

113

EXISTING

150

EXISTING

151

SECURE ENTRY

100

RD

RD

RD

RD

4"

4"

4"

4"

4"

4"

2" 2"

S

1

2"

FCO1

P501

(TYP)

FCO

FCO

FCO

FCO

FD

1

FD

1

L

1

L

1

L

1

FCO

4"4"

4"

DF

1

S

2

FD

1

4"

2"

4"

4"

2"2"

3" VTR

4" 4"

4"

4"2"

2"

4"

4"

4"

2"

1

2

3

4

5

6

2" VTR

4"

7

6

7

2

6

7

7

6

WC

1

73

P501(TYP)

6

4"

1

5

P501

(TYP)

3

3

4

4

A

A

B B

C C

D D

2"21

21

22

23

7FCO 2"

2"

2"

D

1

24

D

3/4"

D

256

P501

1

1

WC

1

WC

1

6

6

1

2"

1

OFFICE

106

OFFICE

105

RESTROOM

109

RESTROOM

110

FACULTY LOUNGE

107

NURSE

112

RESTROOM

111

RECEPTION

101

PRINCIPAL

102

ELEC.

104

STORAGE

103

HALL

108

CORRIDOR

113

EXISTING

150

EXISTING

151

SECURE ENTRY

100

1−1/4"

1/2"

1/2"

3/4"

3/4"1/2"

S

1

2"

2"

2"

2"

2"

1−1/2"

L

1

TV

1

1−1/2"

3/4"

HB

1

S

2

L

1WC

1

TV

1

L

1

1 1/4"1 1/4"

3/4" 1"

1/2"

1"

1 1/2"

3/4"

1/2"

1"

1"

1 1/2"1"

HB

2

8

9

10 11

12

13

14

1516

17

18

19

20

8

9

DF

1

TV

1

19

10

2

P501

(TYP.)

9

(BELOW LAV)

9

8

3

3

4

4

A

A

B B

C C

D D

WC

1

WC

1

1/2"

1/2"

D

1

11

19

26

1/2"

1/2"1/2"

24 11

IMB

1

IMB

1

1120

11

TV

1

1 1/2" HB

2

HB

2

(BELOW LAV)

1/2"

(BELOW LAV)

2"27

27



SUITE #105


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REVISION DATE

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UPGRADE


PLUMBING FLOOR PLAN P101

23 JANUARY 2019

CMA 17-006.2MFT

MFT

BID

SET

SCALE: 3/16" = 1'-0"

PLUMBING FLOOR PLAN

1 EXISTING WASTE LINE BELOW FINISHED FLOOR. FIELDVERIFY EXACT LOCATION AND DEPTH.

2 EXISTING ROOF DRAIN PIPING BELOW FLOOR TO REMAIN.FIELD VERIFY LOCATION AND DEPTH.

3 PROVIDE NEW FLOOR CLEANOUT. CONNECT TOEXISTING WASTE LINE BELOW FLOOR.

4 CAP EXISTING WASTE LINE BELOW FLOOR.

5 MAKE NEW WASTE CONNECTION TO EXISTING BELOWFINISHED FLOOR. VERIFY EXACT LOCATION AND DEPTHOF EXISTING PIPING BELOW FLOOR.

6 RUN NEW WASTE PIPING BELOW EXISTING FLOOR.SAWCUT EXISTING FLOOR AND PATCH AS REQUIRED TOMATCH EXISTING.

7 NEW FLOOR CLEANOUT.

8 EXISTING HOT AND COLD WATER PIPING ABOVE CEILING.FIELD VERIFY EXACT LOCATION.

9 RUN NEW HOT AND COLD WATER PIPING AS HIGH ASPOSSIBLE ABOVE CEILING. COORDINATE ROUTING WITHEXISTING CONDITIONS AND ALL TRADES.

10 MAKE NEW 1-1/2" HOT WATER CONNECTION TO EXISTINGPIPING. REPAIR INSULATION AT TIE-IN.

11 BALL VALVE (TYPICAL).

12 CALIBRATED BALANCING VALVE ON HOT WATER PIPING.SET AT 0.25 GPM.

13 CALIBRATED BALANCING VALVE. AFTER SYSTEM ISOPERATIONAL, READ VALVE AT FULL OPEN AND ADJUSTVALVE TO 0.25 GPM LESS THE FULL FLOW VALUE.

14 WATER HAMMER ARRESTOR. INSTALL IN AN ACCESSIBLELOCATION.

15 1" COLD, 1" HOT DOWN AND 3/4" HOT UP TO SERVE ONEWATER CLOSET, ONE LAVATORY AND ONE HOSE BIBB.

16 1" COLD, 3/4" HOT DOWN AND 1/2" HOT UP TO SERVE ONEWATER CLOSET, ONE LAVATORY AND ONE HOSE BIBB.

17 3/4" COLD, 1/2" HOT DOWN AND 1/2" HOT UP TO SERVEONE LAVATORY AND ONE HOSE BIBB.

18 NEW HOT WATER PIPING ABOVE CEILING. COORDINATEROUTING WITH EXISTING CONDITIONS AND ALL TRADES.

19 NEW COLD WATER PIPING ABOVE CEILING. COORDINATEROUTING WITH EXISTING CONDITIONS AND ALL TRADES.

20 MAKE NEW COLD WATER CONNECTION TO EXISTING.REPAIR INSULATION AT TIE-IN.

21 RUN ALL HORIZONTAL VENT PIPING AS HIGH ASPOSSIBLE ABOVE CEILING.

22 3" VENT THRU ROOF. SEE DETAIL 1/P501.

23 2" VENT THRU ROOF. SEE DETAIL 1/P501.

24 OWNER FURNISHED COUNTERTOP ICE MACHINE.PROVIDE ROUGH-IN AND FINAL CONNECTION.

25 RUN 3/4" ICE MAKER DRAIN IN WALL. SLOPE DRAIN DOWNTO DISPOSER BELOW SINK S-1.

26 CORE DRILL EXISTING OUTSIDE WALL AS REQUIRED TOINSTALL NEW HOSE BIBB.

27 FIRE CAULK EXISTING PIPING AT 2 HOUR WALLPENETRATION.

N

0 2' - 8" 5' - 4" 10' - 8"

SCALE: 3/16" = 1'-0"

PLUMBING FLOOR PLANN

0 2' - 8" 5' - 4" 10' - 8"

(WASTE & VENT)(WATER SUPPLY)

REFERENCE NOTES#

PLUMBING FIXTURE SCHEDULE

PLUMBING LEGEND

D D

PIPE SUPPORT DETAILNOT TO SCALE

NOTE:

4

P501

HOT WATER HOT WATER

9"

MA

X.

NOT TO SCALE

PUBLIC LAVATORY PIPING DETAILP501

2

1/2"

MIN

.

12"

MIN

.

24"

VENT THRU ROOF DETAILNOT TO SCALE

1

P501

FLOOR CLEANOUT DETAIL

NOT TO SCALE

3

P501

SYMBOL FIXTURE WASTE VENT NOTESC.W. H.W.

4" 2" 1" --

1-1/2" 1-1/2" 1/2" 1/2" WALL MOUNTED

SINK

SINK

--

HOSE BIBB -- -- -- NON - FREEZE

HOSE BIBB W/ INTEGRAL VACUUM BREAKER

TEMPERING VALVE

ICE MAKER BOX

3/4 H.P. - 120/1/60

3/8" 3/8"

DRINKING FOUNTAIN

3/4"

--

DISPOSER

--1/2"

-- ------

WC1

L1

S1

S2

DF1

HB1

HB2

TV1

IMB1

D1

1-1/2" 1-1/2" 1/2" 1/2"

1-1/2" 1-1/2" 1/2" 1/2"

1-1/2" 1-1/2" 1/2"

-- -- 3/4"

-- --

-- --

TYPICAL WASTE TRENCH DETAILNOT TO SCALE P501

5

6"

6"

DE

PT

H V

AR

IES

APPROVED BACKFILL MATERIAL.

SEE SPECIFICATION SECTION 15050.

COMPACT TO 95% DENSITY

CONCRETE FLOOR LINE

WASTE PIPING

6" MIN. SAND ABOVE AND BELOW PIPE.

INSTALL PIPE ON STABLE SHAPED

TRENCH TO FIT BOTTOM OF PIPE

FLOOR MOUNTED

FLUSH VALVE

COUNTER MOUNTED

STAINLESS STEEL - NURSE

BI - LEVEL WITH

BOTTLE FILLER

FLOOR MOUNTED

FLUSH VALVE

WALL BOX WITH SHUT-OFF

VALVE

WATER CLOSET

(ADA)

LAVATORY

(ADA)

ICE MACHINE DRAIN DETAILNOT TO SCALE

6

P501

S1

D1

WASTE

VENT

COLD WATER

HOT WATER

DRAIN

COUNTER MOUNTED STAINLESS STEEL WITH

D-1 AT R.H. COMPARTMENT - FACULTY LOUNGE

FAUCET

1/2" COLD WATER

INSTALL MIXING VALVE

AS HIGH AS POSSIBLE

BELOW LAVATORY

1/4 TURN ANGLE STOP

WITH LOOSE KEY (TYPICAL)

ASSE 1070

THERMOSTATIC MIXING

VALVE. INSTALL AS HIGH

AS POSSIBLE BELOW LAV.

WALL MOUNTED

LAVATORY

CLEANOUT AND ACCESS

COVER. TOP OF COVER

TO BE FLUSH WITH TOP

OF FINISHED FLOORFLOOR LINE. CARPET

OR TILE FINISH

FLOOR SLAB

1/8" BEND

WASTE LINE LATERAL

OR TRUNK

WASTE LINE

TIE 1" DRAIN LINE

INTO DISPOSER

VENT

3/4" COPPER ICE MACHINE DRAIN.

SLOPE DRAIN DOWN FROM ICE

MACHINE TO DISPOSERDISPOSER

FLOOR

P-TRAP

SINK

INSULATION SHIELD. SIZE SHIELD TO

PREVENT COMPRESSION OF

INSULATION. VAPOR SEAL ALL SEAMS,

JOINTS, AND TERMINALS WHEN USED

ON LOW TEMPERATURE PIPE

OVERSIZED CLEVIS HANGER.

MOUNT ON OUTSIDE OF

INSULATION

RIGID CALCIUM SILICATE

BLOCK INSULATION. EXTEND

6" BEYOND SHIELD

DOUBLE NUT

(TYPICAL)

PIPE INSULATION (SEE

SPECIFICATIONS)

DETAIL APPLIES TO ALL

DOMESTIC WATER

PIPING.

HANGER ROD

SQUARE FLASHING

FLANGE BY ROOFING

CONTRACTOR

VENT FLASHING RAIN

COLLAR WITH CLAMP

BY ROOFING

CONTRACTOR

EXISTING ROOF

VENT FLASHING RAIN

COLLAR WITH CLAMP

VENT PIPE



SUITE #105


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UPGRADE


PLUMBING SCHEDULES AND

DETAILS P501

23 JANUARY 2019

CMA 17-006.2MFT

MFT

BID

SET

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

ESSI

R

UTAHTE OF

STA

P

L EN

SALT LAKE ST.GEORGE

635 South State StreetSalt Lake City, Utah 84111

P:801.532.2196F:801.532.2305

www.bnaconsulting.comCONSULTING2017 BNACONSULTING

BNA





SHEET DESCRIPTION:


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THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC

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SUNRISE ELEMENTARY OFFICEUPGRADE


SYMBOLS, SCHEDULES ANDNOTES E001

24 JAN. 2019CMA 17-006.2

RLWBNA

-

SHEET INDEXE001 SYMBOLS, SCHEDULES AND NOTESE002 SCHEDULES

E111 ELECTRICAL DEMOLITION PLAN

E201 LIGHTING PLAN

E301 POWER PLAN

E401 SYSTEMS PLAN

E501 PANELBOARD SCHEDULES

E601 ELECTRICAL DIAGRAMSE602 ELECTRICAL DIAGRAMS

ET001 SYMBOLS, SCHEDULES AND NOTES

ET401 INTERCOM PLAN

ET601 AUDIOVISUAL DIAGRAMS

SHEET KEY NOTESEXISITNG LIGHT FIXTURES TO BE REMOVED. REMOVE ASSOCIATED CONDUIT AND WIRING UPTO JUNCTION BOX ABOVE CEILING.

842

TC

J

P

F

S

F

H

S

DD

R

CM

D

ML

CR

34EQ

A

H

MM

S

1D

2D

A

I

M

ES

TA

PP

S

S

SSSSS

C

S

SEE DIAGRAM,SPECIFICATION

EQUIPMENT CABINET/RACK CIRCUIT TO 120V

ARCHITECTURAL ROOM NUMBER

TIME CLOCK +5'-0" 2.

JUNCTION BOX ('F' IN FLOOR) AS NOTED

MOTOR OUTLET EQUIP.TO SUIT

PHOTO-ELECTRIC CONTROL TORK 2000AAS NOTED

PUSHBUTTON +4'-0" 6.

NON-FUSED DISCONNECT SWITCH +5'-0" 5.

FUSED DISCONNECT SWITCH +5'-0" 5.

MANUAL STARTER THERMAL OVERLOAD SWITCH WITH PILOT LIGHT

T +4'-0" 2.

VARIABLE FREQUENCY DRIVEVFD +6'-6"

MAGNETIC STARTER / DISCONNECT COMBINATION +5'-0"

PANEL BOARD TOP AT+6'-0"

MAIN DISTRIBUTION PANEL

TELEPHONE TERMINAL BOARD

FIRE ALARM MANUAL STATION +4'-0" 6.

FIRE ALARM SIGNAL HORN/STROBE 6.

SMOKE DETECTOR CEILING

DUCT SMOKE DETECTOR MTD. IN DUCT

FIRE/SMOKE DAMPER

DOOR HOLDER AS NOTED

ST TAMPER SWITCH

FIRE ALARM RELAY OR SECURITY RELAY

FIRE ALARM CONTROL MODULE

DURESS PUSHBUTTON +4'-0"

MAGNETIC SHEAR LOCK

ACCESS CONTROL CARD READER +4'-0" 6.

CAMERA - SEE SCHEDULE AS NOTED

EQUIPMENT NUMBER

LIGHT FIXTURE (LETTER DESIGNATES TYPE)

BELL +7'-6"

HEAT DETECTOR CEILING

SF FLOW SWITCH

FW WATER FLOOD INDICATOR

FIRE ALARM MONITOR MODULE

FIRE ALARM STROBE

SECURITY SYSTEM DOOR SWITCH DOORJAMB

MOUNT AS PER. MFR.SECURITY SYSTEM OVERHEAD DOOR SWITCH CEILING

SECURITY SYSTEM KEYED ACCESS SWITCH +4'-0" 6.

INFRARED SENSOR AS NOTEDMOUNT AS PER. MFR.SECURITY MOTION DETECTOR

ELECTRIC DOOR STRIKE

DOOR POSITION INDICATING SWITCH

O.S. & Y. VALVE SEE DIAGRAM

LOW VOLTAGE TRANSFORMER

CORD DROP SEE DIAGRAM

AUTOMATIC RELAY PACK CEILING SEE DIAGRAM. SPEC.

POWER PACK CEILING SEE DIAGRAM, SPEC.

CALL SWITCH +4'-0" 6.

PLUGMOLD +46" ORAS NOTED

SPECIAL PURPOSE OUTLET 10. WITH CAP. 11.AS NOTED+16" OR

MOMENTARY CONTACT SWITCH, CENTER POSITION OFF +4'-0" 6.

TIMER SWITCH +4'-0" 6.TM

P SWITCH WITH PILOT LIGHT +4'-0" 6.

K KEY OPERATED SWITCH +4'-0" 6.

4 FOUR-WAY SWITCH +4'-0" 6.

3 THREE-WAY SWITCH +4'-0" 6.

x 6. 4.SINGLE POLE SWITCH +4'-0"

AS NOTEDCEILING/WALL MOUNTED EXIT LIGHT CEILING/ 1.3.8.

FLOOD OR TRACK FIXTURE AS NOTED

EGRESS LIGHT FIXTURE AS NOTED UNSWITCHED

LIGHT FIXTURE AS NOTED 1

RECESSED DOWNLIGHT FIXTURE CEILING 1.

WALL LIGHT FIXTURE AS NOTED 1.

CEILING LIGHT FIXTURE CEILING 1.

CABLE TRAY AS NOTED

CONDUIT STUB LOCATION CONDUITCAP

CONDUIT DOWN

CONDUIT UP

CONDUIT RUN CONCEALED IN FLOOR OR GROUND

CONDUIT RUN CONCEALED IN WALL OR CEILING

3 CIRCUIT, HOME RUN TO PANEL

2 CIRCUIT, HOME RUN TO PANEL

ONE CIRCUIT, HOME RUN TO PANEL CLOCK OUTLET +7'-6" 8.

ELECTRIC WATER COOLER RECEPTACLEW SEE DIAGRAM

A DUPLEX RECEPTACLE 9.

+4'-0" 6.CEILING/WALL MOUNTED OCCUPANCY SENSOR CEILING/

BASEAREA LIGHT POLE AND FIXTURE CONCRETE SEE DIAGRAM

VARIABLE INTENSITY SWITCH +4'-0" 6.D

DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

WEATHERPROOF RECEPTACLEWP 2. 9.AS NOTED+24" OR

GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

DUPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR

FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

FOURPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR

TELEVISION OUTLET 11.AS NOTED+16" OR

LOW VOLTAGE WALLSTATION (SUBSCRIPT INDICATES +4'-0"CONFIGURATION & CONTROL SEQUENCE) SEE DIAGRAM

ELECTRICAL SYMBOL SCHEDULE

NOTESMOUNTING HEIGHTDESCRIPTIONSYMBOL

STANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANS

1. SEE FIXTURE SCHEDULE FOR TYPE, MOUNTING AND WATTAGE.2. HEIGHT MEASURED TO CENTER LINE OF THE BOX FROM THE FINISH FLOOR.3. REFER TO DRAWINGS FOR DIRECTIONAL ARROWS.4. SUBSCRIPT KEYS SWITCH TO FIXTURES CONTROLLED.5. NEMA TYPE 'ND' NON-FUSED UNLESS NOTED 'F' (FUSED). USE 'HD' 480 V.6. HEIGHT MEASURED TO TOP OF THE BOX FROM FINISH FLOOR.

NOTESMOUNTING HEIGHTDESCRIPTIONSYMBOL

7. PROVIDE H.O.A. AND S.S. PUSHBUTTONS AS REQUIRED.8. DOUBLE ARROWS DENOTE A DOUBLE FACE UNIT.9. COORDINATE WITH MILLWORK SHOP DRAWINGS AND ELEVATIONS FOR HEIGHT.10. SUBSCRIPT DENOTES NEMA CONFIGURATION.11. HEIGHT MEASURED TO BOTTOM OF THE BOX FROM FINISH FLOOR.12. COORDINATE WITH DOOR HARDWARE SUPPLIER.

RECESSED WALLWASH DOWNLIGHT FIXTURE CEILING 1.

WIRELESS ACCESS POINT, ONE CABLE CEILING

FT FLIP-TOP BOX

TOMBSTONE RECEPTACLE

DIGITAL DAYLIGHT SENSOR CEILING

V ASPIRATING SMOKE DETECTION SYSTEM CEILING MOUNT AS PER. MFR.

UPPER OUTLETSWITCH CONTROLLEDDUPLEX RECEPTACLE 9. 11.AS NOTED

+16" OR

SIMPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

ISOLATED GROUND RECEPTACLEIG 2. 9.AS NOTED+16" OR

DATA OUTLET, ONE CABLE 9. 11.AS NOTED

DATA OUTLET, TWO CABLES 9. 11.AS NOTED+16" OR

DATA OUTLET, THREE CABLES 9. 11.+16" OR

PT POKE THRU - SEE SCHEDULE FLOOR

9.

MAGNETIC STARTER +5'-0" 7.

CHIME +7'-6"

E FIRE ALARM SIGNAL SPEAKER/STROBE 6.

K FIRE ALARM SPEAKER ONLY 6.

G GLASS BREAK DETECTOR CEILING

+16" OR

AS NOTED

12.

EL ELECTRIC DOOR LOCK 12.

GROUND FAULT INTERRUPTER FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

R ACCESS CONTROL SYSTEM, REQUEST TO EXIT

K SECURITY SYSTEM KEYPAD +4'-0" 6.

POWER POLE

RC DIGITAL ROOM CONTROLLER (SUBSCRIPT INDICATES NUMBER OF RELAYS) CEILING SEE DIAGRAM,

SPEC.X

CONDUIT/CIRCUIT CONTINUATION

.

TVSS PROTECTED RECEPTACLE 9. 11.AS NOTED+16" OR

DATA OUTLET, W/MORE THAN (3) CABLES 9. 11.+16" ORAS NOTEDX

CORD REEL SEE DIAGRAM

H CONCEALED FIRE ALARM SIGNAL HORN/STROBE

E CONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE

S CONCEALED FIRE ALARM SIGNAL STROBE

SCSMOKE/CARBON MONOXIDE DETECTOR

CCARBON MONOXIDE DETECTOR

CEILING

CEILING

BR ACCESS CONTROL BIOMETRIC READER +4'-0" 6.

TW TWO-WAY COMMUNICATION SYSTEM CALL STATION

TWZ TWO-WAY COMMUNICATION SYSTEM ANNUNCIATOR

DUPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTEDU+16" OR

SIMPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTED+16" OR

U

GROUND BUS BAR

+4'-0"

+4'-0" 6.

6.PANEL

SUBSCIPT A=ANALOG, D = DIGITAL

9. 11.AS NOTED+16" ORCONTROLLED RECEPTACLE

RECEPTACLE SWITCH PACK CEILINGR

B FIRE ALARM SIGNAL STROBE WITHBLUE COLORED LENS (CO VISUAL ALARM) +8'-0"

CEILING/ MOUNT AS PER. MFR.EP

ABOVECEILING

SEE DIAGRAM, SPEC.EMERGENCY LIGHTING CONTROL UNIT

+8'-0"

S CONCEALED FIRE ALARM SIGNAL STROBE WALL 6.+8'-0"

CLG CEILING

6.+8'-0"

ECONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE WALL 6.+8'-0"

CLG CEILING

+8'-0"

H 6.+8'-0"CONCEALED FIRE ALARM SIGNAL HORN/STROBE WALL

CLG CEILING

+8'-0"

X6., SEE DIAGRAM, SPEC.

FB FLOOR BOX - SEE SCHEDULE FLOOR SEE DIAGRAM,SPEC.SEE DIAGRAM,SPEC.

SEE DIAGRAM,SPEC.

DEVICE/EQUIPMENT (TEXT DESIGNATES TYPE) SEE SCHEDULE

PMOUNT AS PER. MFR.SECURITY SYSTEM POP-IT

DP

CP CEILING PROJECTION SYSTEM CEILING BOX

FLAT PANEL DISPLAY WALL BOX SEE DIAGRAM,SPEC.SEE DIAGRAM,SPEC.

AS NOTED

CEILINGABOVE

ABBREV. DESCRIPTION ABBREV. DESCRIPTION

ABBREVIATIONS INDEX# NUMBERAC ALTERNATING CURRENTA.F.F. ABOVE FINISH FLOORAIC AMPS INTERRUPTING CAPACITYAM AMPS METERAMP AMPEREANN ANNUNCIATORATS AUTOMATIC TRANSFER SWITCHAUX AUXILIARYAWG AMERICAN WIRE GAUGEBC BARE COPPERBFG BELOW FINISH GRADEC CONDUITCAB CABINETCATB COMMUNITY ANTENNA TELEVISIONCATV CABLE TELEVISIONCKT CIRCUITCLG CEILINGCNTR CONTRACTORC.O. CONDUIT ONLYCRT COMPUTER TERMINALCT CURRENT TRANSFORMERCU COPPERC/W COMPLETE WITHDB DECIBELDC DIRECT CURRENTDWG DRAWING(E) EXISTINGEC EMPTY CONDUITEG EMERGENCY GENERATOREMT ELECTRICAL METALLIC TUBINGEX EXPLOSION PROOFFACP FIRE ALARM CONTROL PANELFC FOOT CANDLEFT FOOTGFI GROUND FAULT INTERRUPTERGND GROUNDGRC GALVANIZED RIGID CONDUITHP HORSE POWERHZ HERTZIG ISOLATED GROUNDIMC INTERMEDIATE METALLIC CONDUITIN INCHJ-BOX JUNCTION BOXKV KILOVOLTKVA KILOVOLT AMPERESKVAR KILOVARSKW KILOWATTLRA LOCKED ROTOR AMPSLTG LIGHTINGMNF MANUFACTURERMATV MASTER ANTENNA TELEVISIONMAX MAXIMUMMB MAIN BUSMCC MOTOR CONTROL CENTERMCM 1000 CIRCULAR MILLS

MH MANHOLEMIC MICROPHONEMIN MINIMUMMTG MOUNTINGMTR MOTORN/A NOT APPLICABLENC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECT. MANUFAC. ASSOC.NFC NATIONAL FIRE CODENFPA NATIONAL FIRE PROTECTION ASSOC.N.I.C. NOT IN CONTRACTNO NORMALLY OPENEDNTS NOT TO SCALEOS & Y OUTSIDE SCREW & YOKEPB PUSHBUTTONPF POWER FACTORPFR PHASE FAILURE RELAYPNL PANELPT POTENTIAL TRANSFORMERPVC POLYVINYL CHLORIDE CONDUIT(R) RELOCATERECEP RECEPTACLEREQ REQUIREMENTRLA RATED LOAD AMPSRMS ROOT MEAN SQUARESE SERVICE ENTRANCESPEC SPECIFICATIONSSPKR SPEAKERSS SELECTOR SWITCHSW SWITCHSWBD SWITCHBOARDSWGR SWITCHGEARTTB TELEPHONE TERMINAL BOARDTTC TELEPHONE TERMINAL CABINETTV TELEVISIONTYP TYPICALUG UNDERGROUNDUP UTAH POWERUPS UNINTERRUPTED POWER SUPPLYV VOLT (KV-KILOVOLT)VA/R VOLT-AMPS/REACTIVEVM VOLT METERW WATTSW/ WITHWH WATTHOUR METERW/O WITHOUTWP WEATHERPROOFXFMR TRANSFORMERXFMR SW TRANSFER SWITCHXP EXPLOSION PROOF1P SINGLE-PHASE2P TWO-POLE3P THREE-POLE4P FOUR-POLE∅ PHASE

GENERAL NOTESCONSULT ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES.

VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH IN. CONSULT ALL APPLICABLE CONTRACT DRAWINGS AND SHOP DRAWINGS TO INSURE NEC CODE CLEARANCES REQUIRED AROUND ALL ELECTRICAL EQUIPMENT.

CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS (VOLTAGE, PHASE, CONNECTIONREQUIREMENTS, ETC) OF ALL EQUIPMENT FURNISHED UNDER ALL DIVISIONS, INCLUDING

ALL EXISTING EQUIPMENT TO BE RE-USED. REVIEW ALL SHOP DRAWINGS AND EXISTING EQUIPMENT BEFORE BEGINNING ROUGH-IN.

SEE SECTION 265100 (16510) OF THE SPECIFICATION FOR REQUIRED COORDINATION MEETINGS WITH MECHANICAL AND CEILING CONTRACTORS.

SEE APPLICABLE SHOP DRAWINGS FOR ROUGH IN LOCATION OF ALL EQUIPMENT, WIRING DEVICES, ETC. WHERE APPLICABLE MOUNT ALL WIRING DEVICES ABOVE BACK SPLASH EXCEPT THOSE SERVING UNDER COUNTER EQUIPMENT.

SEE SPECIFICATION FOR ENERGY SAVING LAMP AND BALLAST REQUIREMENTS.

FINISHES OF ALL LIGHT FIXTURES SHALL BE AS SELECTED BY ARCHITECT.

THE ELECTRICAL CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE MECHANICAL CONTRACTOR SUCH THAT NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO THE OPERATION OF THE ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE INSTALLED IN, ENTER OR PASS THRU ELECTRICAL ROOMS OR SPACES, OR ABOVE OR BELOW ELECTRICAL EQUIPMENT IN OTHER AREAS.ELECTRICAL BOXES SHALL NOT BE LOCATED IN MASONRY COLUMNS IN BRICK WALLS OR IN GROUTED CELLS ADJACENT TO OPENINGS. COORDINATE LOCATION OF BOXES WITH MASONRY CONTRACTOR.

ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS, AND CEILINGS SHALL BE SEALED WITH APPROVED MATERIAL TO MAINTAIN FIRE RATING OF SURFACE PENETRATED.

CIRCUITS EXTENDING OVER 70' FOR 120 VOLT AND 115' FOR 277 VOLT 20 AMP CIRCUITS SHALL BE RUN WITH CONDUCTORS PER TABLE BELOW.

10.

8.

7.

9.

5.

4.

6.

2.

1.

3.

11.

DEMOLITION NOTESCOORDINATE ALL NEW ELECTRICAL EQUIPMENT REQUIREMENTS AND MAKE CONNECTION TO EXISTING SYSTEMS. THIS INCLUDES LIGHTING, POWER, SIGNAL, RACEWAY AND OTHER SYSTEMS INCLUDED UNDER DIVISION 26 (16).

RELOCATE, REWIRE AND/OR RECONNECT EXISTING ELECTRICAL DEVICES AND/OR EQUIPMENT THAT FOR ANY REASON OBSTRUCTS CONSTRUCTION.

CONCEAL ALL RACEWAY AND WIRING IN EXISTING WALLS, CEILINGS, FLOORS, ETC. EXCEPT WHERE THE USE OF SURFACE METAL RACEWAYS (E.G. WIRE MOLD) IS INDICATED ON DRAWINGS OR IN SPEC.

LEAVE ALL EXISTING EQUIPMENT, IN PORTIONS OF THE BUILDING NOT BEING REMODELED, IN WORKING CONDITION. RESTORE ALL INTERRUPTED BRANCH CIRCUITS, FEEDERS, ETC. TO WORKING CONDITION.

EXISTING RACEWAYS MAY BE REUSED (IN PLACE) WHERE POSSIBLE, AND WHERE IN COMPLIANCE WITH THE SPECIFICATIONS AND THE INTENT OF THE CONTRACT DOCUMENTS. INSURE INTEGRITY OF EXISTING RACEWAY BEFORE REUSE.

REMOVE ALL RACEWAYS, CONDUCTORS, BOXES, DEVICES, EQUIPMENT, ETC. THAT ARE NOT TO BE REUSED.

REMOVE EXISTING LIGHT FIXTURES WHICH ARE NOT TO BE REUSED, PLACE IN CARTON, LABEL APPROPRIATELY, AND RETURN TO OWNER, OR PROPERLY DISPOSE OF FIXTURES THAT THE OWNER CHOOSES NOT TO KEEP.

DO NOT PENETRATE STRUCTURAL ELEMENTS OF FLOORS, WALLS, CEILINGS, ROOFS, ETC.

DISCONNECT AND RECONNECT ANY/ALL FIXTURES, DEVICES, EQUIPMENT, ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK.

MAXIMUM LENGTH

20 AMP MINIMUM BRANCH CIRCUIT CONDUCTOR SIZING

BRANCH CIRCUIT VOLTAGE

CONDUCTOR LENGTH (FT) 120 VOLT 277 VOLT<70 MIN. #12 AWG

70 - 115115 - 170170 - 270271 - 380

>380

MIN. #12 AWGMIN. #10 AWG MIN. #12 AWGMIN. #8 AWG MIN. #10 AWGMIN. #6 AWG MIN. #8 AWG

NOTE B MIN. #8 AWGNOTE B NOTE B

A. THESE ARE BASED ON MAXIMUM LENGTH OF CIRCUIT.

B. PERFORM VOLTAGE DROP CALCULATIONS AND PROVIDE CONDUCTOR SIZE TO KEEPBRANCH CIRCUIT VOLTAGE DROP LESS THAN 3% WITH A 15 AMP LOAD.

C. CONTRACTOR SHALL ENSURE THAT THE INSTALLATION OF EACH BRANCH CIRCUITSTAYS WITHIN 3% VOLTAGE DROP FOR A 15 AMP LOAD. IF NECESSARY,CONTRACTOR SHALL INCREASE WIRE AND CONDUIT SIZE TO MEET THE STANDARD ATNO ADDITIONAL COST TO OWNER.

1.

2.

3.

5.

6.

7.

8.

9.

10.

6.

CONTRACTOR SHALL VERIFY FURNITURE LAYOUT PRIOR TO ANY FLOORBOX OR POKE-THRU INSTALLATION. COORDINATE EXACT LOCATION OF FLOOR BOX OR POKE-THRU WITH OWNER AND FURNITURE PROVIDER PRIOR TO ROUGH-IN.

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SCHEDULES E002

24 JAN. 2019CMA 17-006.2

RLWBNA

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FIXTURE SCHEDULE

Project Manager: RICHARD WARDLE

TYPE DESCRIPTION MFR. CATALOG NUMBER VOLTSTOTALWATTS LAMP

120 VA24 2X2 LED TROFFER WITH 2400 LUMENS AND ELECTRONIC DIMMING

DRIVERMETALUX 22CZ-LD5-24-UNV-L840-CD1-U 120 V INCLUDED

A34 2X2 LED TROFFER WITH 3400 LUMENS AND ELECTRONIC DIMMINGDRIVER

METALUX 22CZ-LD5-34-UNV-L840-CD1-U 120 V 30 INCLUDED

B40 2X4 LED TROFFER WITH 4000 LUMENS AND ELECTRONIC DIMMINGDRIVER

METALUX 24CZ-LD5-40-UNV-L840-CD1-U 120 V INCLUDED

B55 2X4 LED TROFFER WITH 5500 LUMENS AND ELECTRONIC DIMMINGDRIVER

METALUX 24CZ-LD5-55-UNV-L840-CD1-U 120 V 46 INCLUDED

C 1X4 FLANGE MOUNTED LED TROFFER WITH 4000 LUMENS, ACRYLICLENS AND ELECTRONIC BALLAST

METALUX 14GR-LD5-40-F125-UNV-L840-CD1-U 120 V INCLUDED

D 1X4 LED SURFACE WRAP WITH 3200 LUMENS, ACRYLIC LENS ANDELECTRONIC DRIVER

METALUX 4WNLED-LD4-32SL-F-UNV-L840-CD1-U 120 V 28 INCLUDED

E 4"RECESSED DOWNLIGHT WITH 2000 LUMENS, ELECTRONIC DIMMINGDRIVER AND GRAPHITE HAZE TRIM

PORTFOLIO LD4B-20-DE010-EU4B-1020-80-40-4LB-M-2-GPH-HB26

120 V 22 INCLUDED

OA 4"RECESSED DOWNLIGHT WITH 2000 LUMENS, LENS AND ELECTRONICDRIVER

EDISONPRICE

SHW-FES-4DL-40K-VOL 120 V 20 INCLUDED

OB 8" X 26" ARCHITECTURAL WALL SCONCE WITH 1460 LUMENS, FRAMEAND COLOR BY ARCHITECT, POLYCARBONATE LENS AND

ELECTRONIC DRIVER

KENALL MLAS826-5QR (VERIFY FRAME WITHARCHITECT) -PP-SCBA-1-25L40K-DCC-DV

120 V 29 INCLUDED

X1 LED EXIT SIGN WITH DIE CAST ALLUMINUM HOUSING SURE-LITES CX-6-1 120 V 2 INCLUDED

EQUIPMENT SCHEDULE

UNIT # DESCRIPTION

LOAD

VOLT

PH

AS

E

FULL

LO

AD

AM

PS

CO

ND

UIT

SIZ

E WIRES OCPD REFERENCE NOTES

HP

FLA

MC

A

VA

SE

TS

QTY

SIZ

E

EQ

UIP

. GN

D.

TYP

E

AM

PS

STA

RTE

R

DIS

CO

NN

EC

T

OTH

ER

REMARKS

EF 1 EXHAUST FAN 0.13 120 V 1 4.4 A 3/4" 1 2 12 12 CB 15 A 4AEF 1 EXHAUST FAN 0.13 120 V 1 4.4 A 3/4" 1 2 12 12 CB 15 A 4AEF 1 EXHAUST FAN 0.13 120 V 1 4.4 A 3/4" 1 2 12 12 CB 15 A 4AEF 2 EXHAUST FAN 0.25 120 V 1 5.8 A 3/4" 1 2 12 12 CB 15 A 4A

ELECTRICAL FLOOR BOX SCHEDULETYPE DESCRIPTION MFGR. CATALOG NUMBER PWR GANGS L.V. GANGSFB1 MULTI-SERVICE FLOOR BOX WITH (1) DUPLEX RECEPTACLE, (2)

DATA JACKS AND A/V INPUT JACKS NOTED ON A/V DRAWINGSWIREMOLD EFB6S-OG/(2) EFB6M/(4)

EFB-AAQ/EFB6S-2HUB1 5

LIGHTING SHOP DRAWING REQUIREMENTS

PRIOR APPROVAL REQUIREMENTS

BIDDING REQUIREMENTS

NOTE: NOT ALL ABBREVIATIONS WILL NECESSARILY BE USED.

LIGHT FIXTUREABBREVIATION SCHEDULE

LIGHT FIXTUREGENERAL NOTES

REFER TO SPECIFICATIONS 260500, 265100 & 265600 (16001, 16510 & 16551).

MUST INCLUDE BALLAST AND LAMP CUT SHEETS.

LINEAR LIGHTING MUST INCLUDE DETAILED DRAWINGS WITH SUPPORT DETAILS, STEM LOCATIONS AND HAVE ALL LENGTHS IDENTIFIED WITH STEMLOCATIONS.COLOR SAMPLES MUST BE INCLUDED IN FIRST SUBMITTAL.

CUT SHEETS MUST BE STAMPED WITH THE FACTORY REPRESENTATIVE'S COMPANY NAME.

VALUE ENGINEERING CONDUCTED WITHOUT THE DESIGN TEAM IE; ARCHITECT, OWNER, ENGINEER & LIGHTING CONSULTANT/DESIGNER WILL NOT BEALLOWED, REVIEWED OR APPROVED.

PROVIDE A LIST OF SPARE PARTS, EQUIPMENT & LAMPS.

REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPANCIES OF LOCATIONS AND QUANTITIES TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO BIDDING.REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING.REFER TO THE SPECIFICATIONS FOR OTHER LIGHT FIXTURE, FUSING, BALLAST, AND LAMP REQUIREMENTS AND ACCEPTABLE MANUFACTURERS.

REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR LOUVER REQUIREMENTS AS REQUIRED.

CONFIRM AVAILABLE MOUNTING DEPTHS OF ALL LIGHT FIXTURES AND COMPARE WITH DEPTHS SHOWN ON SHOP DRAWINGS. BRING ALL POTENTIAL CONFLICT AREAS TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO RELEASE.

PRIOR APPROVAL IS REQUIRED BEFORE BIDDING THIS PROJECT.

PRIOR APPROVALS SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER'S OFFICE AT LEAST (8) EIGHT WORKING DAYS BEFORE THE BID. PRIOR APPROVALS RECEIVED AFTER THIS TIME PERIOD SHALL BE REJECTED.

PRIOR APPROVALS SHALL BE SIGNED BY A PRINCIPAL OF THE SUBMITTING ORGANIZATION STATING THAT THEY HAVE PREPARED AND/OR REVIEWED THE SUBMITTAL AND THAT THE PRODUCTS PROPOSED ARE EQUIVALENT TO THOSE SPECIFIED. ANY EXCEPTIONS SHALL BE SO NOTED.

ITEMS THAT ARE SUBMITTED AND HAVE BEEN APPROVED WILL BE LISTED IN THE ADDENDUM(S). VERBAL APPROVAL WILL NOT BE GIVEN ON ANY ITEM.

IT IS NOT THE RESPONSIBILITY OF THE ELECTRICAL ENGINEER TO NOTIFY THE SUBMITTING PARTY OF ERRORS IN THE SUBMITTAL. NOTIFICATION OF ERRORS BY THE ELECTRICAL ENGINEER PRIOR TO ISSUANCE OF THE ADDENDUM(S) MAY NOT BE GIVEN.

PRIOR APPROVALS SHALL CONSIST OF TWO SETS OF CUT SHEETS DESCRIBING THE PRODUCTS BEING SUBMITTED AS EQUIVALENTS. FAXES ARE NOTACCEPTABLE. ALL SPECIFICATION INFORMATION SHALL BE CLEARLY MARKED, WITH NON-APPLICABLE INFORMATION CROSSED OUT. COMPLETE PHOTOMETRIC DATA SHALL BE PROVIDED. PRODUCTS WITHOUT PHOTOMETRIC DATA WILL NOT BE APPROVED.

SUPPLY POINT-BY-POINTS AS REQUIRED BY THE ELECTRICAL ENGINEER AND/OR LIGHTING DESIGNER.

SAMPLE FIXTURES MUST BE SUPPLIED WITH A CORD, PLUG AND 120V BALLAST.

BID ONLY PRODUCTS THAT ARE SPECIFIED OR APPROVED BY ADDENDUM.

PACKAGING OF LIGHT FIXTURES WITH OTHER SYSTEMS IS NOT ALLOWED.

WHEN ONLY ONE PRODUCT IS APPROVED FOR BIDDING, THE PRICE FOR THAT ITEM SHALL BE BROKEN OUT SEPARATELY WHEN SUBMITTING PRICING TO VARIOUS DISTRIBUTORS AND/OR CONTRACTORS.

WHEN A CONTRADICTION EXISTS BETWEEN A SPECIFIC MODEL NUMBER AND THE DESCRIPTION, THE DESCRIPTION SHALL GOVERN.4.

7.

6.

5.

3.

4.

1.

2.

7.

8.

6.

5.

4.

3.

2.

1.

3.

2.

1.

MOD

SFBA

CFBA

WALL@CLGCCBA

SCBA

A.F.F.

MODIFY STANDARD LIGHT FIXTURE AS INDICATED

STANDARD FINISH AS SELECTED BY THE ARCHITECT

CUSTOM FINISH AS SELECTED BY THE ARCHITECT

STANDARD PAINTED COLOR AS SELECTED BY THE ARCHITECT

CUSTOM PAINTED COLOR AS SELECTED BY THE ARCHITECT

WALL MOUNT AT CORNER OF WALL AND CEILING

ABOVE FINISH FLOOR

5.

3.

4.

2.

1.

8. MAGNETIC STARTER/BREAKER COMBINATION CB = CIRCUIT BREAKER - THERMAL MAGNETIC9. VARIABLE FREQUENCY DRIVE CKW = CHILLER KILOWATTS10. REDUCED VOLTAGE STARTER11. DIRECT CONNECTION12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC. NOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BE13. TWO-SPEED STARTER, COORDINATE W/MOTOR TYPE LARGER THAN PHASE CONDUCTOR.14. SOLID STATE SOFT STARTER

NOTES:1. NON-FUSED DISCONNECT SWITCH A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).2. FUSED DISCONNECT SWITCH B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRING3. BREAKER IN ENCLOSURE CONNECTION UNDER DIVISION 26(16).4. MANUAL STARTER W/THERMAL OVERLOAD C. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED AND5. MAGNETIC STARTER CONNECTED UNDER DIVISION 26(16).6. MAGNETIC STARTER/NON-FUSED DISCONNECT COMBINATION D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION

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No. 7707671-2202

GINEER

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P:801.532.2196F:801.532.2305


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ELECTRICAL DEMOLITION PLAN E111

24 JAN. 2019CMA 17-006.2

RLWBNA

-

SCALE = 3/16" = 1'-0"

ELECTRICAL DEMOLITION PLAN

SHEET KEYNOTES1 EXISTING LIGHT FIXTURE TO BE REMOVED. REMOVE ASSOCIATED CONDUIT AND WIRING

UPTO JUNCTION BOX ABOVE CEILING.

EXISTING SWITCH LOCATION TO BE REMOVED. REMOVE ASSOCIATED BOX, CONDUIT AND WIRING.

EXISTING SWITCH LOCATION TO BE REMOVED. REMOVE DEVICE AND ASSOCIATED WIRING. PROVIDE BLANK COVERPLATE.

EXISTING RECEPTACLE LOCATION TO BE REMOVED. PROVIDE ASSOCIATION BOX, CONDUIT AND WIRING.

EXISTING REQUEST-TO-EXIT PUSH BUTTON TO BE REMOVED. REMOVE ASSOCIATED BOX, CONDUIT AND WIRING.

EXISTING RECEPTACLE LOCATION TO BE REWORKED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.

EXISTING RECEPTACLE LOCATION TO BE REMOVED. REMOVE DEVICE AND ASSOCIATED WIRING. PROVIDE BLANK COVER PLATE.

EXISTING TELECOMMUNICATIONS OUTLET TO BE REMOVED. REMOVE ASSCOCIATED BOX, CONDUIT AND CABLING.

EXISTING JUNCTION BOX TO BE REMOVED. REMOVE ASSOCIATED CONDUIT.

EXISTING SECURITY SYSTEM MAG LOCK TO BE REMOVED. REMOVE ASSOCIATED CABLING.

EXISTING WIRELESS ACCESS POINT TO BE RELOCATED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.

EXISTING FIRE ALARM DEVICE TO BE RELOCATE. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING DOOR RELEASE BUTTON TO BE REMOVED AND TURNED OVER TO THE OWNER. REMOVE ASSOCIATED CABLING.

EXISTING DOOR RELEASE BUTTON TO BE REMOVE AND TURNED OVER TO THE OWNER. REMOVE ASSOCIATED CABLING.

EXISTING FIRE ALARM PULL STATION TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING FIRE ALARM PANEL TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING FIRE ALARM SYSTEM DOOR HOLD OPENS TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING CARD READER TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING SECURITY SYSTEM MOTION SENSOR TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING SECURITY SYSTEM KEYPAD TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING SECURITY SYSTEM DOOR CONTACTS TO BE REMOVED. REMOVE WIRING UP TO POP-IT ABOVE CEILING.

EXISTING PANEL 'F' TO BE RELOCATED AND REPLACED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.

EXISTING INTERCOM SPEAKER TO BE REMOVED. REMOVE ASSOCIATED BACK BOX, CONDUIT AND CABLING.

EXISTING VOLUME CONTROL TO BE REMOVED. REMOVE ASSOCIATED BACK BOX, CONDUIT AND CABLING.

EXISTING CLOCK TO BE REMOVED. REMOVE ASSOCIATED BACK BOX, CONDUIT AND CABLING.

EXISTING SECURITY SYSTEM PANEL TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING ADA DOOR OPERATOR TO BE REMOVED. REMOVE POWER CONNECTION WITH ASSOCIATED CONDUIT AND WIRING.

EXISTING EXHAUST FAN TO BE REMOVED BY MECHANICAL CONTRACTOR DISCONNECT POWER AND REMOVE ASSOCIATED CONDUIT AND WIRING.

EXISTING FIRE ALARM CONTRL PANEL TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING SECURITY SYSTEM SIREN TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING SECURITY SYSTEM REQUEST-TO-EXIT TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING SECURITY SYSTEM CAMERA TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.

EXISTING LIGHTING FIXTURE TO BE REMOVED. MAINTAIN CIRCUIT. SEE LIGHTING PLAN SHEET E201 FOR NEW REQUIREMENTS.

EXISTING IRRIGATION CLOCK TO BE RELOCATED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.

EXISTING TELECOMMUNICATIONS OUTLET TO REMAIN.

EXISTING TELEPHONE BOARD TO REMAIN.

EXISTING BELL TO BE REMOVED. REMOVE ASSOICATED BACK BOX, CONDUIT AND WIRING.

EXISITNG MARQUEE SIGN TO BE REMOVED AND TURNED OVER TO THE OWNER. REMOVE ASSOICATED CONDUIT WIRING AND CABLING.

EXISTING SECURITY SYSTEM ELECTRIC STRIKES TO BE REMOVED. REMOVE ASSOCIATED CABLING.

EXISTING MOTION SENSOR TO BE REMOVED. REMOVE ASSOCIATED CABLING.

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

BID

DO

CU

ME

NT

S

RC

PP

RC

PP

PP

RC

3

HALL108

EXISTING151

SECURE ENTRY100

CORRIDOR113

RECEPTION101

RESTROOM111

RESTROOM110

RESTROOM109

OFFICE105

FACULTYLOUNGE

107

OFFICE106

ELEC.104

PRINCIPAL102

OA OA

E

E

E

B40

D

B40

D

D

B55

01

E

A34

X1

A34

A24

A24X1

X1

C C

C

B40

X1

X1

A24

A24

A24

A24

1

02 OA

OA

EM

1

C1

'F'

F-1

4

3

OB

3

+7'-6"+13'-6"

(2)OB+7'-6"+13'-6"

(2)

2

O2

B40

A24

B40

5

F-3

OAKESONJOSHUA

No. 7707671-2202

GINEER

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SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


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LIGHTING PLAN E201

24 JAN. 2019CMA 17-006.2

RLWBNA

-

SCALE = 3/16" = 1'-0"

MAIN FLOOR LIGHTING PLAN

SHEET KEYNOTES1 DAYLIGHT ZONE.

CONNECT TO EXISTING EMERGENCY LIGHTING CIRCUIT THIS EREA.

CONNECT NEW LIGHTING TO EXISTING CIRCUITING AND CONTROL.

PROVIDE NEW SWITCH AND TIE INTO EXISTING CORRIDOR LIGHTING FOR CONTROL.

RELOCATE LIGHTING RELAY PANEL. EXTEND CONDUIT AND WIRING TO NEW LOCATION.

2

3

4

5

BID

DO

CU

ME

NT

S

JJ

FBFB

DP

T

T T

T

JJ

HALL108

NURSE112

EXISTING151

SECURE ENTRY100

CORRIDOR113

RECEPTION101

RESTROOM111

RESTROOM110

RESTROOM109

OFFICE105

FACULTYLOUNGE

107

OFFICE106

ELEC.104

PRINCIPAL102

+36"

A

A A

A

+36"

FB1 FB1

A

+42" +42"

+42"

A

A

A

A

AA +36"

A

U

A U

A

A

A

U

A

U

5

AAA

A

5

5

3

1

2

F-5 F-5 F-5

F-5

F-7 F-9 F-11

F-11

F-11

F-11

F-15

F-17F-28,30

F-23F-2

F-2 F-2

1

2

4

F-5

F-4F-4

F-4

F-31F-31

F-31F-31

F-8

F-8

F-8 F-8

F-8F-8

F-10

F-10F-10

F-33F-14

F-14

F-14

F-16

F-18

F-18

F-18

F-18

F-35

F-35

F-35

F-35

F-22

F-22

F-22

F-24

F-24 F-24

'F'

W

EF2

F-40

F-38

EF1

EF1

EF1

F-36

A

A A

U

U

A

A

7

F-4

8

10

6U U U

F-32 F-32 F-32

F-19

F-34+84"

5

9

21 4A

E

F

G

H

J

6 7 85A 9

HALL108

NURSE112

EXISTING151

SECURE ENTRY100

CORRIDOR113

RECEPTION101

RESTROOM111

RESTROOM110

RESTROOM109

OFFICE105

FACULTYLOUNGE

107

OFFICE106

ELEC.104

PRINCIPAL102

MEDIA CENTER

ELECTICAL 109

'EM''MDP'

DATA/INTERCOM RACK

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

ESSI

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UTAHTE OF

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P

L EN

SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


BNA





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POWER PLAN E301

24 JAN. 2019CMA 17-006.2

RLWBNA

-

SCALE = 3/16" = 1'-0"

POWER PLAN

SHEET KEYNOTES1 PROVIDE A 2" CONDUIT FROM FLOOR BOX TO DISPLAY BACK BOX FOR A/V CABLING.

PROVIDE A 1" CONDUIT FROM FLOOR BOX TO ACCESSABLE CEILING FOR ROUTING OF TELECOMMUNICATIONS CABLING.

PROVIDE A 3/4" CONDUIT FROM FLOOR BOX TO PANEL 'F' FOR POWER CIRCUIT.

PROVIDE A 3/4" CONDUIT BETWEEN FLOOR BOXES FOR POWER CIRCUIT.

EXISTING RECEPTACLE LOCATION. PROVIDE NEW DEVICE AND COVERPLATE. MAINTAIN EXISTING CIRCUIT.

EXISTING RECEPTACLE LOCATION. EXTEND BOX TO NEW WALL FINISH. PROVIDE NEW DEVICE AND COVERPLATE. MAINTAIN EXISTING CIRCUIT.

RELOCATED WIRELESS ACCESS POINT. RELOCATE DATA CABLE TO NEW LOCATION.

RELOCATED PANEL 'F'. SAW CUT FLOOR AS REQUIRED TO EXTEND FEEDER CONDUIT AND REMAINING BRANCH CIRCUIT CONDUITS TO NEW LOCATION. PROVIDE NEW FEEDER CONDUCTORS BACK TO MAIN PANEL. SEE ONE-LINE DIAGRAM ON SHEET E501 FOR ADDITIONAL REQUIREMENTS. PROVIDE NEW BRANCH CIRCUIT CONDUCTORS TO FIRST DEVICE ON CIRCUIT.

RELOCATE IRRIGATION CLOCK. PROVIDE PULLBOX ON NEW EXTERIOR OF BUILDING . EXTEND CIRCUITS FROM PULL BOX TO NEW CLOCK LOCATION.

EXISTING PHONE BOARD.

2

3

4

5

1

6

7

8

9

SCALE = 1" = 20'-0"

OVERALL POWER PLAN

10

BID

DO

CU

ME

NT

S

H30cd

H30cd

H 30cd

H30cd

H 30cd

H 30cd

S15cd

S15cd

S15cd

CRCR

CRD

DD

F

H

H

H

HH

H

H

H

H

H

HS

S

S

S

S

P

PK

MP

MP

D

P

D

S

R

ESES

ES

ESES

D

ESP

PD

CR

ES

CR

H

H

CR

CR

S

S

R

B CLG

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

HALL108

NURSE112

EXISTING151

SECURE ENTRY100

CORRIDOR113

RECEPTION101

RESTROOM111

RESTROOM110

RESTROOM109

OFFICE105

FACULTYLOUNGE

107

OFFICE106

ELEC.104

PRINCIPAL102

6 6

1

1

2

1

11

2

1

1

1

5

4

1

2

12

9

12 8

7

17

8

1

'F'

1

11

13

1

10

1014

15

15

1

1

18

3

16

7

2

31

2

2

10

1

17

EM-26

EM-26

EM-26

EM-26

EM-26

EM-26

EM-26

EM-26

EM-26

EM-26

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

ESSI

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SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


BNA





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SYSTEMS PLAN E401

24 JAN. 2019CMA 17-006.2

RLWBNA

-

SCALE = 3/16" = 1'-0"

SYSTEMS PLAN

SHEET KEYNOTES1 RELOCATED FIRE ALARM DEVICE. EXTEND LOOP CONDUIT AND WIRING TO NEW

LOCATION.

RELOCATED FIRE ALARM HORN/STROBE. EXTEND LOOP CONDUIT AND WIRING TO NEW LOCATION.

RELOCATED LOCK DOWN CARD READER. PROVIDE NEW WIRING BACK TO SECURITY PANEL.

RELOCATED FIRE ALARM PULL STATION. EXTEND LOOP CONDUIT AND WIRING TO NEW LOCATION.

NEW FIRE ALARM REMOTE OPERATING PANEL. PROVIDE NEW CONDUIT AND WIRING TO FIRE ALARM CONTROL PANEL.

RELOCATED FIRE ALARM DOOR HOLD OPENS. EXTEND CONDUIT AND WIRING TO NEW LOCATION.

RELOCATED CARD READER. PROVIDE NEW WIRING BACK TO SECURITY PANEL.

RELOCATED SECURITY SYSTEM MOTION SENSOR AND ASSOCIATED POP IT. EXTEND SECURITY LOOP CONDUIT AND WIRING TO NEW LOCATION.

RELOCATED SECURITY SYSTEM KEYPAD. PROVIDE NEW CONDUIT AND WIRING TO SECURITY PANEL.

RELOCATED SECURITY SYSTEM CAMERA. PROVIDE NEW CABLE TO CCTV HEAD END.

RELOCATED SECURITY SYSTEM SIREN. EXTEND CONDUIT AND WIRING TO NEW LOCATION.

SECURE ACCESS BUTTON FOR DOOR RELEASE. TO RELEASE DOOR 101B.

RELOCATED SECURITY SYSTEM REQUEST-TO-EXIT SENSOR. EXTEND CONDUIT AND WIRING TO NEW LOCATION.

SECURE ACCESS BUTTON TIED TO DOOR HOLD OPEN TO RELEASE UPON ACTIVATION.

SECURE ACCESS BUTTON FOR DOOR. RELEASE TO RELEASE DOOR 101A.

RELOCATED SECURITY SYSTEM PANELS. EXTEND CONDUIT AND WIRING TO NEW LOCATIONS.

RELOCATED FIRE ALARM PANEL. EXTEND CONDUIT AND WIRING TO NEW LOCATION.

2

3

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6

7

8

9

10

11

12

13

14

15

16

17

BID

DO

CU

ME

NT

S

PANEL'F'

NEW

1

150A3P

EXISTING MAINDISTRIBUTION PANEL

(MDP)

NO SCALE

ONE-LINE DIAGRAM1

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

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P:801.532.2196F:801.532.2305


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PANELBOARD SCHEDULES E501

24 JAN. 2019CMA 17-006.2

RLWBNA

-

AIC RATING 10,000 AMPS RMS SYSM.* PROVIDE 5mA GFCI CIRCUIT BREAKERLegend: 75 A 126 A 100 A AMPS/PHASE 35274 VA

9014 14695 11565 TOTAL (VA) CONNECTED LOAD TOTAL

SPARE 20 A 1 -- 41 0 VA 0 VA 42 -- 1 20 A SPARE

SPARE 20 A 1 -- 39 0 VA 696 VA 40 12 1 20 A EF-2

SPARE 20 A 1 -- 37 0 VA 1584 VA 38 12 1 20 A EF-1

RECEPTACLES 20 A 1 12 35 900 VA 750 VA 36 12 1 20 A ADA DOOR

COPIER 20 A 1 12 33 1200 VA 500 VA 34 12 1 20 A RECEPTACLE CORRIDOR 113

RECEPTACLES 20 A 1 12 31 900 VA 540 VA 32 12 1 20 A RECEPTACLE

SPARE 20 A 1 -- 29 0 VA 4500 VA 30 -- -- -- --

EXISTING LOAD 20 A 1 -- 27 0 VA 4500 VA 28 6 2 50 A RANGE

EXISTING LOAD 20 A 1 -- 25 0 VA 0 VA 26 -- 1 20 A EXISTING LOAD

VENDING * 20 A 1 12 23 1000 VA 900 VA 24 12 1 20 A RECEPTACLES

EXISTING LOAD 20 A 1 -- 21 0 VA 720 VA 22 12 1 20 A RECEPTION 101

MICROWAVE HOOD 20 A 1 12 19 1500 VA 0 VA 20 -- 1 20 A EXISTING LOAD

DISHWASHER * 20 A 1 12 17 1175 VA 720 VA 18 12 1 20 A RECEPTACLES

MICROWAVE 20 A 1 12 15 1500 VA 1500 VA 16 12 1 20 A MICROWAVE *

EXISTING LOAD 20 A 1 -- 13 0 VA 720 VA 14 12 1 20 A RECEPTACLES

RECEPTACLES 20 A 1 12 11 720 VA 0 VA 12 -- 1 20 A EXISTING LOAD

REFREGIRATOR * 20 A 1 12 9 865 VA 1065 VA 10 12 1 20 A REFRIGIRATOR *

ICE MACHINE * 20 A 1 12 7 1200 VA 1080 VA 8 12 1 20 A RECEPTACLES

RECEPTACLES 20 A 1 12 5 900 VA 0 VA 6 -- 1 20 A EXISTING LOAD

LIGHTING 20 A 1 12 3 1249 VA 900 VA 4 12 1 20 A RECEPTACLES

LIGHTING 20 A 1 12 1 740 VA 750 VA 2 12 1 20 A DISPLAYITEM AMPS POLE

WIRESIZE

CIR.NO. A B C A B C

CIR.NO.

WIRESIZE POLE AMPS ITEM

BRANCH BREAKERS

SPD200% NEUTRAL

AMP: 225 A ISO GROUND

FED FROM: SUBFEED LUGS

MOUNTING: SURFACE LOCATION: ELEC. 104 MAINS: MLO

PANEL: F TYPE: NQOD VOLTS: 120/208 Wye PHASE: 3 WIRES: 4

PANELBOARD SCHEDULE

SHEET KEYNOTES1 EXTEND EXISTING 2-1/2" CONDUIT TO NEW PANEL LOCATION. PROVIDE (4)

#2/0 THWN CU, (1) #6 THWN CU GND, FOR ENTIRE LENGTH.

MDP

AIC RATING AMPS RMS SYSM.* PROVIDE 5mA GFCI CIRCUIT BREAKERLegend: 4 A 0 A 0 A AMPS/PHASE 500 VA

500 0 0 TOTAL (VA) CONNECTED LOAD TOTAL

SPACE ONLY -- -- -- 29 0 VA 0 VA 30 -- -- -- SPACE ONLY

SPACE ONLY -- -- -- 27 0 VA 0 VA 28 -- -- -- SPACE ONLY

-- -- -- -- 25 0 VA 500 VA 26 12 1 20 A SMOKE DAMPERS

EXISTING LOAD 15 A 2 -- 23 0 VA 0 VA 24 -- -- -- --

-- -- -- -- 21 0 VA 0 VA 22 -- -- -- --










EXISTING LOAD 20 A 1 -- 1 0 VA 0 VA 2 -- 1 20 A EXISTING LOADITEM AMPS POLE

WIRESIZE

CIR.NO. A B C A B C

CIR.NO.

WIRESIZE POLE AMPS ITEM

BRANCH BREAKERS

SPD200% NEUTRAL

AMP: 100 A ISO GROUND

FED FROM: SUBFEED LUGS

MOUNTING: SURFACE LOCATION: MAINS: MB

PANEL: EM TYPE: EXISTING VOLTS: 120/208 Wye PHASE: 3 WIRES: 4

PANELBOARD SCHEDULE

EXISTING

BID

DO

CU

ME

NT

S

R

D012 FIRE/SMOKE/DAMPERS CONNECTIONDIAGRAMNTS

D

5'-0" MAX.

(2) #12 FOR FIRE/SMOKEDAMPER CONTROL (120V)

INITIATION LOOP

DAMPER

FACP

M

WALL

REGULAR ADA

NOTES:1. MOUNT DUPLEX OUTLET BEHIND WATER COOLER.

2. PROVIDE 5mA GFCI CIRCUIT BREAKER IN PANEL.

COORDINATE LOCATION OFDUPLEX OUTLET WITHEQUIPMENT SUPPLIER

COORDINATE LOCATION OFDUPLEX OUTLET WITHEQUIPMENT SUPPLIER

S

H001

R002 R001

A001

H004

A002

H003

TYPICAL TRAPEZE CONDUIT RACKNTS

DIAGRAM

ELECTRIC WATER COOLER (EWC)NTS

DIAGRAM DEVICE MOUNTING HEIGHTSNTS

DIAGRAM

TYP. RECESSED FIXTURE MOUNTINGDIAGRAMNTS

NTS

TYPICAL ROUGH IN REQUIREMENTSDIAGRAM

TYP. RECESSED FIXTURE MOUNTINGDIAGRAMNTS

TYPICAL RACEWAY SUPPORT METHODSNTS

DIAGRAM

IC

RACEWAY 3/4" TO 6"(TYP.)

ALL THREAD ROD-SIZEAS REQUIRED(MIN. 3/8")

SIZE AS REQUIRED

NUTS

FLAT WASHER

1/4" STEEL PLATE

NUT

FLAT WASHER

1/4" STEEL PLATE

ALL THREAD RODSIZE AS REQUIRED

STRUCTURAL UNIT(BEAM, JOIST, SLAB, ETC.)DO NOT SUPPORTFROM BOTTOM CORDOF STEEL TRUSSES.

UNISTRUT CHANNEL -SIZE AS REQUIRED BYWEIGHT SUPPORTED

FLOOR LINE

16" M

IN.

48" M

AX

IMU

M

TYPICAL REFLECTED CEILING

HORN/STROBE

96"

TYPICAL WALL SECTION

J

OUTLET DATAOUTLET

JUNCTION BOX

OUTLET

INSTALL SPEAKERS ANDSMOKE DETECTORS IN SAMELAY-IN TILE

WHERE DEVICES ARE SHOWN INSAME WALL SPACE, ALIGNVERTICALLY AND HORIZONTALLYAS SHOWN. COORDINATE WITHARCHITECTURAL DRAWINGS &CABINETRY DRAWINGS

FIRE ALARMPULL STATION

WALLPHONE

VOLUMECONTROL

LIGHTSWITCH

RECESSED TROFFER

LAY-IN CEILING

#12 GA. WIRE HANGER AT EACHCORNER OF FIXTURE (TYP.)INDEPENDENT OF CEILING SUPPORTSYSTEM.

FIXTURE CLAMP. PROVIDE ONE PERSIDE PER FIXTURE.

6"

4

OUTLET BOXTYPICAL

12"

48"

16"

12"

6

5

(TYP.)

6

TYP. FOR WOOD AND METAL STUD ROUGH-IN.

PLASTER RINGS NOT SHOWN. COORDINATE RINGDEPTH TO BE FLUSH WITH FINAL FINISHED SURFACE

LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCH. AND MECH. DRAWINGS,AND WITH ALL APPLICABLE SHOP DRAWINGS.

OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUDSPACE MUST BE SEPARATED BY A MIN. OF 6" HORIZONTAL DISTANCE.

ELECTRICAL BOXES INSTALLED IN FIRE RESISTANT WALLS OR PARTITIONS SHALLCOMPLY WITH IBC 714.3.2 (24" SEPARATION ON OPPOSITE SIDES OR WITH FIRESTOP PUTTY ON EACH BOX.)

INSULATED THROAT EMT CONNECTOR.

CADDY FASTENER, THROUGH STUD CABLE/CONDUIT SUPPORT 'FB12P'.

CADDY BOX MOUNTING BRACKET 'RBS16'.

4

3

2

1

NOTES:

(TYP.)

5

EMT

EMT

EMT

EMT

7

7EMT

CL

LCADJUSTABLEBAR HANGER(TYP.)

8

8

LAY-IN CEILING

RECESSED TROFFER

FIXTURE CLAMP. PROVIDE ONEPER SIDE PER FIXTURE.

#12 GA. WIRE HANGER AT EACH CORNER OFFIXTURE (TYP.) INDEPENDENT OF CEILINGSUPPORT SYSTEM.

STRUCTURAL UNIT

CONDUIT HANGER

RACEWAY - 3/4" THRU 6"

ALL THREAD - SIZE ASREQUIRED (3/8" MINIMUM)

NUTS

FLAT WASHER

1/4" STEEL PLATE

NUT

FLAT WASHER

1/4" STEEL PLATE

ALL THREAD RODSIZE AS REQUIRED

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

ESSI

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UTAHTE OF

STA

P

L EN

SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


BNA





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ELECTRICAL DIAGRAMS E601

24 JAN. 2019CMA 17-006.2

RLWBNA

-BID

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CU

ME

NT

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CR

CR

P

WALLSTATION '01' CONFIGURATION

CONTROL SEQUENCE

WALLSTATION '02' CONFIGURATION

CONTROL SEQUENCE

WALLSTATION 'C1' CONFIGURATION

CONTROL SEQUENCE

S004S003 SECURITY INTRUSION DETECTION SYSTEMDIAGRAMNTS

SECURITY ACCESS CONTROL SYSTEMDIAGRAMNTS

POWER SUPPLY INTRUSION PANEL

LOOP

DATA--++-+

D D

33K

+-++--

DATA

LOOP

--++-+

-+ + -DOORCONTACT

MOTIONSENSOR SENSOR

MOTION

POPIT POPIT POPITLOOP

DATA

BOSCH BOSCH

EXISTING SECURITY INTRUSION CONTROLSYSTEM. VERIFY EXACT LOCATION OFEQUIPMENT PRIOR TO BID.

POPIT USED ON EXTERIOR DOORS ONLY

GENERAL DIAGRAM NOTES:

1. PROVIDE BOSCH INTRUSION DETECTION AND ACCESS CONTROL SYSTEM. REFERTO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONFIRM ALL WIRINGREQUIREMENTS WITH INTRUSION DETECTION SYSTEM SUPPLIER AND PROVIDE INACCORDANCE THEREWITH.

2. EXACT SECURITY INTRUSION AND ACCESS CONTROL CONNECTIONS ANDBUILDING LAYOUT VARY. SEE PLANS FOR APPROXIMATE DEVICES AND EQUIPMENTLOCATIONS. PROVIDE

3. THE SYSTEM SHALL BE PROGRAMMED PER ALL OWNERS REQUIREMENTS. VERIFYPRIOR TO ANY PROGRAMMING.


4. WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO ANOTHER. NO SPLICING ISALLOWED. PROVIDE INTRUSION DETECTION MAP OF THE BUILDING SHOWING ALLINTRUSION DETECTION SYSTEM DEVICES. LOCATE MAP AT THE CONTROL PANEL.

5. ALL SECURITY CABLING SHALL BE RUN IN CONDUIT. MINIMUM CONDUIT SIZE SHALLBE 3/4". ALL JUNCTION BOXES SHALL BE PAINTED AND LABELED PER ALL OWNERREQUIREMENTS.

6. VERIFY ALL LOCATIONS OF INTRUSION DETECTION DEVICES WITH THE OWNERPRIOR TO ANY ROUGH-IN.

7. THE SECURITY SYSTEMS SUPPLIER SHALL PROVIDE COMPUTER DRAFTED SHOPDRAWINGS OF THE ENTIRE INTRUSION DETECTION SYSTEM USING FLOOR PLANSPROVIDED BY THE ENGINEER. SHOP DRAWINGS TO INCLUDE PLANS, SECTIONS,ELEVATIONS, FINAL DEVICE LOCATIONS, CONDUIT SIZE AND ROUTING AND ALLCONDUCTOR SIZES. TYPICAL RISERS AND COPYING AND SUBMITTING THECONTRACT DOCUMENTS WILL NOT BE ACCEPTED.


1. PROVIDE BOSCH INTRUSION DETECTION AND ACCESS CONTROL SYSTEM. REFERTO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONFIRM ALL WIRINGREQUIREMENTS WITH INTRUSION DETECTION SYSTEM SUPPLIER AND PROVIDE INACCORDANCE THEREWITH.

2. EXACT SECURITY INTRUSION AND ACCESS CONTROL CONNECTIONS ANDBUILDING LAYOUT VARY. SEE PLANS FOR APPROXIMATE DEVICES AND EQUIPMENTLOCATIONS.

3. THE SYSTEM SHALL BE PROGRAMMED PER ALL OWNERS REQUIREMENTS. VERIFYPRIOR TO ANY PROGRAMMING.


4. WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO ANOTHER. NO SPLICING ISALLOWED. PROVIDE INTRUSION DETECTION MAP OF THE BUILDING SHOWING ALLINTRUSION DETECTION SYSTEM DEVICES. LOCATE MAP AT THE CONTROL PANEL.

5. ALL SECURITY CABLING SHALL BE RUN IN CONDUIT. MINIMUM CONDUIT SIZE SHALLBE 3/4". ALL JUNCTION BOXES SHALL BE PAINTED AND LABELED PER ALL OWNERREQUIREMENTS.

6. VERIFY ALL LOCATIONS OF INTRUSION DETECTION DEVICES WITH THE OWNERPRIOR TO ANY ROUGH-IN.

7. THE SECURITY SYSTEMS SUPPLIER SHALL PROVIDE COMPUTER DRAFTED SHOPDRAWINGS OF THE ENTIRE INTRUSION DETECTION SYSTEM USING FLOOR PLANSPROVIDED BY THE ENGINEER. SHOP DRAWINGS TO INCLUDE PLANS, SECTIONS,ELEVATIONS, FINAL DEVICE LOCATIONS, CONDUIT SIZE AND ROUTING AND ALLCONDUCTOR SIZES. TYPICAL RISERS AND COPYING AND SUBMITTING THECONTRACT DOCUMENTS WILL NOT BE ACCEPTED.

DOORHARDWARE

DOORHARDWARE

NOT BY DIVISION 26

ADMINLOCKDOWN

CARD READER

SECURE ACCESSBUTTON

ACCESS CONTROL PANELREADYKEYPRO

BOSCHPOWER SUPPLY

BOSCH

EXISTING SECURITY ACCESS CONTROL SYSTEM.VERIFY EXACT LOCATION OF EQUIPMENT PRIORTO BID.

ADAACTUATOR

ALL ON

RAISE

LOWER

ALL ON

RAISE

LOWER

ALL ON

TABLE

DOWNLIGHTS

LOWER

RAISE

ENGRAVING PROGRAMMING

BUTTON SHALL TURN LIGHTING ON TO 100% LIGHT LEVELALL ON

RAISE

LOWER

UPON ENTERING THE SPACE, OCCUPANCY SENSOR SHALL TURN LIGHTS ON TO 50% LIGHT LEVEL. OCCUPANTTHEN CONTROLS LIGHTING THRU WALLSTATION. DAYLIGHT SENSOR SHALL DIM LIGHTS IN DAYLIGHT ZONEBASED ON AVAILABLE NATURAL LIGHTING. OCCUPANCY SENSOR SHALL TURN LIGHTS OFF WHEN ROOM ISVACANT.

BUTTON SHALL RAISE LIGHT LEVEL

BUTTON SHALL LOWER LIGHT LEVEL



RAISE

LOWER


BUTTON SHALL RAISE LIGHT LEVEL

BUTTON SHALL LOWER LIGHT LEVEL



TABLE

DOWN LIGHTS


BUTTON SHALL TURN LIGHTS ABOVE LEVEL ON/OFF

BUTTON SHALL TURN DOWN LIGHTS ON/OFF

RAISE BUTTON SHALL RAISE LIGHT LEVEL OF FIXTURES THAT ARE ON

LOWER BUTTON SHALL LOWER LIGHT LEVEL OF FIXTURES THAT ARE ON

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

ESSI

R

UTAHTE OF

STA

P

L EN

SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


BNA





SHEET DESCRIPTION:


MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISION DATE1/2

3/201

9 9:18

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ELECTRICAL DIAGRAMS E602

24 JAN. 2019CMA 17-006.2

RLWBNA

-BID

DO

CU

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S

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

ESSI

R

UTAHTE OF

STA

P

L EN

SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


BNA





SHEET DESCRIPTION:


MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISION DATE1/2

3/201

9 9:18

:33 A

MD:

\Auto

desk

\Use

r File

s\Rev

it 201

9\180

26 S

unris

e Elem

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y Sch

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lec V

19_c

alvin@

bnac

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SYMBOLS, SCHEDULES ANDNOTES ET001

24 JAN. 2019CMA 17-006.2

RLWBNA

-

ROUGH-IN SCHEDULE

SYMBOL DESCRIPTION CABLE TYPEROUGH-IN MOUNTINGHEIGHT NOTES

AUDIOVISUAL GENERAL NOTESCABLE AND CONDUIT SCHEDULE

AUDIO AND VIDEO WIRING TYPES:

AUDIO AND VIDEO SYSTEM WIRING IS DIVIDED INTO WIRING GROUPS ACCORDING TO THEIR NOMINAL LEVELS:

AUDIO AND VIDEO CONDUIT SEPARATION

MINIMUM CONDUIT SEPARATION BETWEEN CONDUITS CARRYING WIRING OF DIFFERENT AUDIO AND VIDEO GROUPS IS AS FOLLOWS:

ELECTRICAL CONDUIT SEPARATION

MINIMUM CONDUIT SEPARATION BETWEEN CONDUITS CARRYING AUDIO AND VIDEO WIRING AND OTHER ELECTRICALSERVICE CONDUIT IS AS FOLLOWS:

NOTE: CONDUITS SHALL NOT RUN MORE THAN 20 FEET IN PARALLEL WITHIN THE GIVEN DISTANCES ABOVE.

CABLING GROUPS AND CONDUIT SEPARATION SCHEDULE

ABBREV. DESCRIPTION ABBREV. DESCRIPTION ABBREV. DESCRIPTION

RESPONSIBILITY MATRIX

ABBREVIATIONS INDEX

NOTE: NINETY DEGREE CROSSING IN CLOSE PROXIMITY IS PERMITTED.

NOTE: GROUPS LISTED ABOVE SHALL NEVER BE COMBINED WITHIN THE SAME CONDUIT

DESCRIPTION MANUFACTURER MODEL NUMBER CABLE GROUPCONDUIT REQUIREMENTSCABLE TYPE

AUDIOVISUAL SYMBOLS, SCHEDULES & NOTES

RxH

RxT

AX

AT

MD

SM#

FB#

HD

HV

IR

KP1

MC

M

SC#

TP0

TP3

TP5

TP7

TxD

TxH

TxM

TxT

US

VG

V

SV

MA

KP2

KP3

TPT

(#)MA

(#)LA

(#)CT

(#)UTP

(#)STP

(#)HD

(#)VG

(#)S12

(#)S16

(#)AT

(#)RG6

(#)RG11

(#)SFB

(#)MFB

P#

R#

P#

C#

CHV

CHD

AXT

MDT

GP1

GP2

MAT

CSA

(#)HD

T

LOUDSPEAKER

PENDANT LOUDSPEAKER

HDMI RECEIVER, WALL PLATE

HDBaseT CATEGORY OUTPUT, WALL PLATE

SOUND CABINET / EQUIPMENT RACK

AUXILIARY INPUT, WALL PLATE

NOTES:

1. HEIGHT MEASURED TO BOTTOM OF THE BOX FROM FINISHEDFLOOR.

2. HEIGHT MEASURED TO CENTER LINE OF THE BOX FROM THEFINISHED FLOOR.

3. REFER TO SPECIFICATIONS FOR CUSTOM ROUGH-INREQUIREMENTS.

4. STANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ONPLANS.

5. ROUGH-IN TO BE HORIZONTAL.6. ROUGH-IN TO BE INSTALLED ABOVE ACCESSIBLE CEILING.7. ROUGH-IN TO BE INSTALLED ABOVE CEILING.8. CABLE FROM DEVICE TO BE HOMERUN TO DESTINATION WITHOUT

SPLICES.9. ABOVE TABLE/COUNTER MOUNTED DEVICE.10. REFER TO MANUFACTURER'S RECOMMENDED CABLE

REQUIREMENTS FOR EXACT CABLE REQUIRED.

* TYPICAL SYMBOL SCHEDULE. SOME SYMBOLS MAY NOT BE USED IN THIS SET OF DRAWINGS.

A1

AV ANTENNA

DUAL MICROPHONE INPUT, WALL PLATE

HDMI INPUT, WALL PLATE

HDMI AND VGA INPUT, WALL PLATE

INFRARED SENSOR, WALL/CEILING

KEYPAD 1

LOUDSPEAKER, CABINET

WALL MOUNTED LOUDSPEAKER

MICROPHONE INPUT, CEILING

MICROPHONE INPUT, WALL PLATE

PROJECTOR

TOUCH PANEL, 10" DIAGONAL




HDMI AND VGA TRANSMITTER, WALL PLATE

HDMI INPUT TRANSMITTER, WALL PLATE

HDMI AND VGA TRANSMITTER, MILLWORK

HDBaseT CATEGORY INPUT, WALL PLATE

USB INPUT, WALL PLATE

VGA INPUT, WALL PLATE

VOLUME CONTROL

VOLUME CONTROL WITH SOURCE SELECTOR

A1

KEYPAD 2

KEYPAD 3

A1

A1

PROJECTION SCREEN, NUMBER REFERS TO SCREENSIZE REFER TO SPECIFICATIONS FOR SCREEN TYPE

SMARTBOARD, NUMBER REFERS TO SCREEN SIZEREFER TO SPECIFICATIONS FOR DISPLAY TYPE

MICROPHONE INPUT WITH AUXILIARY INPUT, WALL PLATE

ROUGH-IN IDENTIFIER:

A0: 4" SQUARE 2 1/8" DEEP JUNCTION BOX.A1: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH SINGLE GANG

MUDRING.A1E: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1 1/2" EXTENSION

WITH SINGLE GANG MUDRING.A2: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH DOUBLE GANG

MUDRING.A2E: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1-1/2" EXTENSION

WITH DOUBLE GANG MUDRING.A3: 8 5/8" x 4 1/2" x 1 5/8" JUNCTION BOX WITH 3-GANG MUDRING.A4: 10 7/16" x 4 1/2" x 1 5/8" JUNCTION BOX WITH 4-GANG MUDRING.B1E: 4 11/16" SQUARE JUNCTION BOX WITH 1 1/2" EXTENSION WITH

SINGLE GANG MUDRING.B2E: 4 11/16" SQUARE JUNCTION BOX WITH 1 1/2" EXTENSION WITH

DOUBLE GANG MUDRING.C1: 12" x 12" x 4" JUNCTION BOX WITH TRIM RING AND GROMMET.C2: SEE SPECIFICATIONS FOR ROUGH-IN INFORMATION.D1: HUBBELL - HBL260 WITH SINGLE GANG MUD RING.D2: HUBBELL - HBL260 WITH DOUBLE GANG MUD RING.D3: HUBBELL - HBL263 WITH TRIPLE GANG MUD RING.

4,8.

B1E

B1E

A1E

A1E

B2E

A1E

B2E

A0

A0

A1E

C2

C2

A1E

A1E

A1

A2

C2

C2

A3

PER MFG

A0

A0

(2) A0

A0

C2

A0

B1E

A1E

C1

FURNITURE BOX, NUMBER REFERS TO BOXTYPE REFER TO SPECIFICATIONS FOR DESCRIPTION

4,8.

4,8.

(1) MA(1) LA

4,8.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

6.

6.

4.

4.

4,5.

SWITCH HEIGHT

SWITCH HEIGHT

SWITCH HEIGHT

IN MILLWORK

4,5.

4,5.

4,5.

AS NOTED 4.

AS NOTED 4.

CEILING

CEILING

AS NOTED

CEILING ORWALL

CEILING

7.

7.

2,4.

7.

6.

AS NOTED

SWITCH HEIGHT 4,10.

SWITCH HEIGHT

SWITCH HEIGHT

4,10.

4,10.

SWITCH HEIGHT

SWITCH HEIGHT

SWITCH HEIGHT

CEILING

CEILING

AS NOTED

AS NOTED

RECEPTACLEHEIGHT

IN MILLWORK/UNDER TABLE

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

CEILING

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

(1) LA

(2) MA

(1) MA

(1) HD

(1) VG

(1) MA

(1) STP

(1) STP

(1) STP

(1) HD(1) VG

(1) STP

(1) STP

(1) STP

(1) STP

(1) S16

(1) S16

(1) AT

(1) CT

(1) UTP

(1) UTP

(1) UTP

(1) UTP

(1) S12

(1) S16

SEE SPEC.

(1) UTP

AS NOTED

(1) S16

(1) S16

1. ET SHEETS SHOW WORK AND MATERIALS BY DIVISION 26 AND DIVISION 27. SEE SPECIFICATIONS AND DRAWING NOTES FOR RESPONSIBILITY FOR EACH ITEM.

2. ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIRED PROVISIONS WITH THE PROJECT AV SYSTEMS INTEGRATOR PRIOR TO INSTALLATION OF AV SYSTEMROUGH-IN. WHERE CONDUIT AND JUNCTION BOX PROVISIONS ARE SIGNIFICANTLY DIFFERENT FROM THOSE SHOWN ON THE DRAWINGS, NOTIFY THE AVCONSULTANT IN WRITING OF THE REQUIREMENTS. WHERE MINOR MODIFICATIONS TO PROVISIONS ARE REQUIRED, THEY SHALL BE MADE AT NO ADDITIONALCOST AS A MATTER OF JOB COORDINATION.

3. BIDDERS SHALL THOROUGHLY ACQUAINT AND EXAMINE THE EXISTING PROJECT CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, INCLUDING THECOMPLETE SET OF PLANS AND SPECIFICATIONS COVERING THE ENTIRE PROJECT. BIDDERS SHALL BECOME FULLY CONVERSANT WITH THE TYPE OF GENERALCONSTRUCTION AS WELL AS ALL PERTINENT FACTS AFFECTING THE COST OF CARRYING OUT THE WORK THEY WILL CONTRACT TO PERFORM AND BRING ANYDISCREPANCIES OR OMISSIONS FOUND IN THE DRAWINGS TO THE AV CONSULTANT'S ATTENTION BEFORE SUBMITTING BID.

4. AV SYSTEMS INTEGRATOR SHALL PROVIDE A FULLY FUNCTIONING SYSTEM IN EVERY RESPECT. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TOTHE ATTENTION OF THE PROJECT AV CONSULTANT PRIOR TO BIDDING.

5. THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT, AND ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS,BUT NECESSARY TO FULLY COMPLETE THE WORK, SHALL BE FURNISHED BY THE PROJECT AV SYSTEMS INTEGRATOR.

6. NO CHANGES TO THE DESIGN SHALL BE MADE WITHOUT THE PROJECT AV CONSULTANT'S WRITTEN CONSENT.

7. WHERE APPLICABLE, AV SYSTEMS INTEGRATOR SHALL FOLLOW ALL MANUFACTURER'S INSTALLATION GUIDELINES.

8. REFER TO DRAWINGS FOR EXACT NUMBER OF COMPONENTS USED IF NOT SPECIFIED IN EQUIPMENT LIST.

9. COORDINATE EXACT SPEAKER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THEPROJECT AV CONSULTANT PRIOR TO BIDDING.

10. CONFIRM AVAILABLE MOUNTING DEPTHS OF ALL SPEAKERS AND COMPARE WITH DEPTHS SHOWN ON SHOP DRAWINGS. BRING ALL POTENTIAL CONFLICT AREASTO THE ATTENTION OF THE ARCHITECT AND AV CONSULTANT PRIOR TO RELEASE.

11. INSTALL/SUSPEND ALL AUDIOVISUAL SYSTEMS EQUIPMENT IN COMPLIANCE WITH SEISMIC CODES, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND INDUSTRYBEST PRACTICES. DURING THE SUBMITTAL PROCESS, PROVIDE SHOP DRAWINGS WHICH DETAIL PROPOSED MOUNTING FOR ALL SUCH EQUIPMENT.

12. ALL TWISTED-PAIR (U/UTP, F/UTP, U/FTP, S/FTP) CATEGORY TYPE CABLING SHALL BE TERMINATED BY CERTIFIED DATA TECHNICIANS.

13. ALL HDBaseT SIGNAL CABLING, TERMINATIONS, AND TERMINATION HARDWARE SHALL COMPLY WITH TIA/EIA WIRING CONFIGURATION T568B. ALL HDBaseT SIGNALCABLING SHALL BE SHIELDED/FOIL (SF/UTP) CATEGORY TYPE CABLE.

14. CONDUCT A RADIO FREQUENCY AUDIT OF THE SITE PRIOR TO SELECTING RF OPERATIONAL FREQUENCIES. AV SYSTEMS INTEGRATOR TO ENSUREINTERFERENCE FREE OPERATION OF ALL RF DEVICES. AV SYSTEMS INTEGRATOR SHALL COORDINATE AUDIT RESULTS WITH MANUFACTURER PRIOR TOPURCHASING RF EQUIPMENT.

15. PROVIDE RACK MOUNT KITS FOR ALL RACK MOUNTED EQUIPMENT. PROVIDE CUSTOM RACK MOUNT KITS WHEN NOT AVAILABLE FROM THE EQUIPMENTMANUFACTURER.

16. PROVIDE SURGE PROTECTION DEVICE (SPD) IN ALL AV EQUIPMENT RACKS.

17. ALL AV EQUIPMENT RACKS SHALL BE GROUNDED AND BONDED TO MEET OR EXCEED THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC), IEC 1000-5-2,ANSI/J-STD-607-A.

18. ALL AV EQUIPMENT SHALL BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS.

19. PROVIDE MANUFACTURER RECOMMENDED POWER SUPPLIES OR TRANSFORMERS FOR ALL SPECIFIED EQUIPMENT.

20. FILL ALL UNUSED RACK SPACE WITH BLANK PANELS UNLESS OTHERWISE NOTED.

21. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR LACK OF COORDINATION WITH AV CONSULTANT AS ADDRESSED IN THE DOCUMENTS

NOTES:

1. APPROVED EQUALS FROM OTHER MANUFACTURERS ARE BELDEN, GEPCO/GENERAL, ICE AND LIBERTY CABLE.2. WHEN COMBINING CABLE TYPES OF THE SAME GROUP, THE TYPE WITH THE LARGEST CONDUIT REQUIREMENT DICTATES CONDUIT SIZE.3. CONDUIT REQUIREMENTS ARE MINIMUM, UNLESS OTHERWISE NOTED.4. ALL CATEGORY CABLE SHALL BE TESTED TO ANSI/TIA/EIA-568C AND IEEE 802.3an STANDARDS USING A LEVEL IIIe TESTER.5. CABLE QUANTITY INDICATED ON DRAWINGS SHOWS ON FINAL RUN. IF NOT NOTED PROVIDE CABLING FOR SINGLE DEVICE.6. # INDICATES NUMBER OF CABLES WITHIN THE SAME RUN.

GROUP WIRING TYPE

GROUP 1 FIBER OPTIC CABLE

GROUP 2 O mV TO 100 mV SIGNALS, EXAMPLE: MICROPHONE LEVEL SIGNAL

GROUP 3 100 mV TO 10 V SIGNALS, EXAMPLE: LINE-LEVEL SIGNAL

GROUP 4 10 V TO 70 V SIGNALS, EXAMPLE: SPEAKER LEVEL SIGNAL

GROUP 5 CONTROL, DIGITAL CIRCUITS, DATA AND VIDEO

GROUP

GROUP 1

GROUP 2

GROUP 3

GROUP 4

GROUP 5

GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5

ADJACENT

ADJACENT

ADJACENT

ADJACENT

ADJACENT

ADJACENT

ADJACENT

ADJACENT

ADJACENT

ADJACENT ADJACENT

ADJACENT

ADJACENT

6"

6"

6" 6"

6"

6"12"

12"

12"

12"

12"

12"

277/480V AC CIRCUIT

GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5

ADJACENT

120/208V AC CIRCUIT ADJACENT

24" 24" 24" 24"

24"24" 12" 12"

8.

# NUMBER

AFF ABOVE FINISH FLOOR

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

C CONDUIT

CATV CABLE TELEVISION

CLG CEILING

CNTR CONTRACTOR

CU COPPER

C/W COMPLETE WITH

DWG DRAWING

(E) EXISTING

FT FOOT

GND GROUND

IG ISOLATED GROUND

IN INCH

J-BOX JUNCTION BOX

LTG LIGHTING

MFG MANUFACTURER

MAX MAXIMUM

MIC MICROPHONE

MIN MINIMUM

MTG MOUNTING

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

(R) RELOCATE

SPEC SPECIFICATIONS

SPKR SPEAKER

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UPS UNINTERRUPTED POWER SUPPLY

W WATTS

W/O WITHOUT

TOUCH PANEL, TABLE TOP 9.AS NOTED (1) UTP

INSTALL

OWNERGENERALCONTRACTOR

ELECTRICAL CONTRACTOR

AVINTEGRATOR

FURNISH INSTALL FURNISH INSTALL FURNISH INSTALLFURNISH

CONDUIT W/PULL STRING

CABLING (NON CATEGORY CABLE)

DISPLAY BACK BOX(ES)

(1) CT or(1) UTP(1) CT or(1) UTP(1) CT or(1) UTP

MICROPHONE, 22 AWG 3/4" CONDUIT = (14) CABLES1" CONDUIT = (23) CABLES WEST PENN 2291

LINE LEVEL, 22 AWG 3/4" CONDUIT = (14) CABLES1" CONDUIT = (23) CABLES WEST PENN 3291

CONTROL 1" CONDUIT = (7) CABLES1 1/4" CONDUIT = (12) CABLES WEST PENN 577350

UN-SHIELDED TWISTED PAIR 5

SHIELDED TWISTED PAIR, CAT 6 1" CONDUIT = (4) CABLES1 1/4" CONDUIT = (8) CABLES WEST PENN 54246AF

HIGH RESOLUTION VIDEO 1" CONDUIT = (1) CABLES1 1/4" CONDUIT = (4) CABLES WEST PENN 56CRGB2P

SPEAKER, 12 AWG1" CONDUIT = (3) CABLES1 1/2" CONDUIT = (7) CABLES2" CONDUIT = (11) CABLES

WEST PENN 4227

SPEAKER, 16 AWG 1" CONDUIT = (10) CABLES1 1/4" CONDUIT = (17) CABLES WEST PENN 4225

ANTENNA, COAXIAL RG8X 3/4" CONDUIT = (4) CABLES1" CONDUIT = (7) CABLES WEST PENN 5807

RG-6 COAXIAL CABLE 3/4" CONDUIT = (5) CABLES1" CONDUIT = (8) CABLES WEST PENN 525841

RG-11 COAXIAL CABLE 1" CONDUIT = (3) CABLES1 1/4" CONDUIT = (6) CABLES WEST PENN 525821

SINGLE MODE FIBER OPTIC 3/4" CONDUIT = (10) CABLES1" CONDUIT = (17) CABLES 1

MULTIMODE FIBER OPTIC 3/4" CONDUIT = (10) CABLES1" CONDUIT = (17) CABLES 1

PER SPEC27 1500

PER SPEC27 1500

PER SPEC27 1500

PER SPEC27 1500

1" CONDUIT = (9) CABLES1 1/4" CONDUIT = (15) CABLES WEST PENN 4246

AV CAMERA AS NOTED 1,8.A2E

HDMI AND VGA TRANSMITTER, WALL PLATE (POLEVAULT) A2E 4.(1) UTPRECEPTACLEHEIGHT

DUAL HDMI TRANSMITTER, WALL PLATE (POLEVAULT) A2E 4.(1) UTPRECEPTACLEHEIGHT

A1ECALL SWITCH +4'-0" 7.

AUXILIARY INPUT, WALL PLATE, UTP TRANSMITTER A1

DUAL MICROPHONE INPUT, WALL PLATE, UTP TRANSMITTER A1 4,8.

4,8.RECEPTACLEHEIGHT

RECEPTACLEHEIGHT

(1) UTP

(1) UTP

1 GANG GROMMET PASS THROUGH PLATE

2 GANG GROMMET PASS THROUGH PLATE

D1

D2

AS NOTED

AS NOTED

MICROPHONE AND AUXILIARY INPUT, WALL PLATE, UTP TRANSMITTER 4.(1) UTPA1E RECEPTACLEHEIGHT

CLASSROOM SOUND AMPLIFICATION SYSTEM IN MILLWORK

HDMI < 25' 1 1/4" CONDUIT = (1) CABLES2" CONDUIT = (3) CABLES WEST PENN 5CN-HD700-XX

3.

HDMI > 25' 1 1/4" CONDUIT = (1) CABLES2" CONDUIT = (3) CABLES EXTRON 5HDMI Pro/xx

AUDIO OUTPUT, XLR, WALL PLATE A1 4,8.RECEPTACLEHEIGHT (1) LA

AS NOTED

AS NOTED

AS NOTED

ARCH ARCHITECTURE

MEP MECHANICAL, ELECTRICAL AND PLUMBING

ALS AMPLIFIED LISTENING SYSTEM A0 6.CEILING (1) S16(1) LA

D## DISPLAY, NUMBER REFERS TO SCREEN SIZEREFER TO SPECIFICATIONS FOR DISPLAY TYPE

C2 AS NOTED 2,4.AS NOTED

NOTE: MATRIX REFERS TO RESPONSIBILITY BETWEEN OWNER AND CONTRACTORS FOR GENERAL ROUGH-IN AND FURNISHINGS.

CABLING (CATEGORY CABLING)

ROUGH-IN LEGEND

NUMBER OF CONDUITS

SYMBOLCONDUIT SIZE CHART

A = 3/4" CONDUITB = 1" CONDUITC = 1-1/4" CONDUITD = 1-1/2" CONDUITE = 2" CONDUIT

TO 'R1'(A-2e)

DESTINATIONa = TO ACCESSIBLE CEILINGe = CONDUIT BACK TO

EQUIPMENT

CONDUIT SIZE. REFERTO CHART FOR SIZES.

ZXC

AUDIOVISUAL SHEET INDEXET001 SYMBOLS, SCHEDULES AND NOTES

ET401 INTERCOM PLAN

ET601 AUDIOVISUAL DIAGRAMS

DISPLAY

BID

DO

CU

ME

NT

S

HD HD

D65

IC1

IC4

IC1

IC4

IC1

IC4

IC1

IC1

KP2

V

V

C

V

C

V

C

V

C

M

AX

V

IC1

IC1

IC1

C

C

V

IC1

IC1

IC14

3

21

1

RESTROOM111

RESTROOM110

RESTROOM109

FACULTYLOUNGE

107

CORRIDOR113

RECEPTION101

HALL108

OFFICE106

OFFICE105

ELEC.104

PRINCIPAL102

SECURE ENTRY100

EXISTING151

6

5

1

'F'

5

NURSE112

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

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UTAHTE OF

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SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


BNA





SHEET DESCRIPTION:


MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISION DATE1/2

3/201

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INTERCOM PLAN ET401

24 JAN. 2019CMA 17-006.2

RLWBNA

-

SCALE = 3/16" = 1'-0"

INTERCOM PLAN

GENERAL SHEET NOTES WIRING FOR INTERCOM SYSTEM IS DIAGRAMMATIC. REFER TO INTERCOM MANUFACTURER'S RECOMMENDATIONS FOR WIRING CABLE AND CONNECTION REQUIREMENTS. PROVIDE CORRECT WIRING SCHEMATICS IN YOUR SHOP DRAWINGS, REFER TO SPECIFICATION 27 5123.

SHEET KEYNOTES1 HOMERUN INTERCOM CABLING TO INTERCOM HEAD END LOCATED IN MEDIA CENTER

WORK ROOM.

MOUNT DEVICES ADJACENT TO POWER AND DATA. PROVIDE A GROMMET ON DESK FOR CABLE PASS THROUGH.

CONNECT AUXILIARY WALL PLATE TO INTERCOM HEADEND. PROVIDE (1) 6' 3.5MM CABLE FROM WALL PLATE TO COUNTER TOP. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.

MICROPHONE INPUT FOR PUSH TO TALK PAGING MICROPHONE. CONNECT MICROPHONE WALL PLATE TO INTERCOM HEADEND. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.

PROVIDE (1) CATEGORY CABLE FROM THIS LOCATION TO OTHER RECEPTIONIST DESK NOTED IN SHEET KEYNOTE 6 FOR AN ADDITIONAL INTERCOM DISPLAY (OFCI). INTERCOM DISPLAYS ARE DAISY CHAIN TOGETHER TO SHOW EXACTLY THE SAME INFORMATION. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.

PROVIDE (2) CATEGORY CABLES ONE FOR INTERCOM DISPLAY (OFCI) AND ONE FOR RECEPTIONIST ADMIN CONSOLE FROM EQUIPMENT HEADEND. INTERCOM DISPLAY IS RELOCATED FROM DEMO SHEETS. REFER TO SHEET E111 FOR APPROXIMATE LOCATION. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.

1.

2

3

4

5

6

BID

DO

CU

ME

NT

S

SCHOOL LAN

IC#IC#

IC#IC#

IC#IC#

INTERCOM HEADEND

NETWORK

AMPLIFIER

V001 TYPICAL INTERCOM SYSTEM RISERNTS

DIAGRAM

M

AX

IC# IC#

IC# IC#

V V

IC# IC#

TELEPHONE PANEL

1 EXISTING INPUTS INTO INTERCOM HEADEND. CONTRACTOR ISRESPONSIBLE TO ENSURE THAT UPON COMPLETION THAT ALLINPUT DEVICES ARE IN GOOD WORKING CONDITION.

PROVIDE CONNECTION TO PHONE SYSTEM. REFER TOSPECIFICATION SECTION 27 5123.

AMPLIFIER SHOWN FOR REFERENCE ONLY, REFER TO DRAWINGSAND SPECIFICATIONS FOR REQUIRED NUMBER OF CHANNELS.

REFER TO OTHER VOLUMES FOR ADDITIONAL ZONES. CABLINGTO GO THROUGH THE SECONDARY INTERCOM HEADEND FORTHAT SPACE. THEN CONTINUE ON TO THE DESTINATION.

NEW ANALOG INPUTS. CONTRACTOR TO FIELD VERIFY THATTHEIR IS ADEQUATE SPACE FOR NEW INPUTS.

EXISTING OUTPUT DEVICES. CONTRACTOR IS RESPONSIBLE TOENSURE THAT UPON COMPLETION THAT ALL OUTPUT DEVICESARE IN GOOD WORKING CONDITION.

ADD ADDITIONAL PORTS AND AMPLIFIER AS REQUIRED TOPROVIDE A FULLY FUNCTIONAL SYSTEM.

2

3

4

2

1

1

1

5

5

5

AMPLIFIER

TYPICAL AREA ZONE

TYPICAL AREA ZONEWITH VOLUME CONTROL

34

6

6

6

6

6

7

77

TYPICAL AREA ZONE

OAKESONJOSHUA

No. 7707671-2202

GINEER

ONA

OF

ESSI

R

UTAHTE OF

STA

P

L EN

SALT LAKE ST.GEORGE


P:801.532.2196F:801.532.2305


BNA





SHEET DESCRIPTION:


MARK


A

1 2 3 4 5

B

C

D

SHEET:

PROJECT:

REVISION DATE1/2

3/201

9 9:18

:38 A

MD:

\Auto

desk

\Use

r File

s\Rev

it 201

9\180

26 S

unris

e Elem

entar

y Sch

ool E

lec V

19_c

alvin@

bnac

onsu

lting.c

om.rv

t



AUDIOVISUAL DIAGRAMS ET601

24 JAN. 2019CMA 17-006.2

RLWBNA

-BID

DO

CU

ME

NT

S