UNIVERSITY OF UTAH 21974 05/01/ 2017 - BidNet

675 EAST 500 SOUTH SUITE 400SALT LAKE CITY, UT

P 801.486.3883

STUCTURAL ENGINEERING:

REAVELEY ENGINEERS & ASSOCIATES, INC

300 SOUTH 300 EASTSALT LAKE CITY, UT 84111

P 801.530.3148

MECHANICAL ENGINEERING:

VAN BOERUM & FRANK ASSOCIATES

GSBS PROJECT NO.:

ISSUED DATE:

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.7913

PF

www.gsbsarchitects.com

GSBSARCHITECTS


P 801.328.8800

ELECRICAL ENGINEERING:

KEN GARNER ENGINEERING, INC.Project No.

Social and Behavioral Science Seismic RetrofitConstruction Documents- Phases D2 & E

05/01/ 2017

2012.093.03

UNIVERSITY OF UTAH

Social andBehavioral ScienceSeismic Retrofit

UNIVERSITY OF UTAH, BUIDLING #25,380 S 1530 E SALT LAKE CITY, UT 84112

1529 EAST SOUTH CAMPUS DRIVESALT LAKE CITY, UT 84112

UNIVERSITY OF UTAH

21974

05/01/ 2017

BRANSONNO. 134955

JOHN

NS

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IC

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ATE

HA R C

IT

EC

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UOFTA

H

10/19/16

CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

4/9/2017

RE

GIST

ERE

DPROFESSIONA

L

EN

GIN

EER

No. 7122

S

TA

T E OF UTA

H

KIM P.

HARRIS

No. 271888

KENNETH D.

GARNER

E

D

ATTS

ELCI

ENS

FPRO

NE

TUFO

HA

RE

IG

EN

ISSE OLA

N

4/9/17

u0113174

Code Compliance

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

GRID

GRID

W1

100A

GRAPHIC SYMBOLS

ELEVATION CONTROL POINT

ROOM NUMBER

SHEET WHERE ELEVATION IS DRAWN

ELEVATION IDENTIFICATIONINTERIOR ELEVATION SYMBOL

SHEET WHERE SECTION IS DRAWN

SECTION REFERENCE/WALL SECTION SYMBOL

BUILDING SECTION SYMBOLSECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

DETAIL SYMBOLDETAIL NUMBER/

SHEET WHERE DETAIL IS DRAWN

WINDOW OR STOREFRONT NUMBER

DOOR NUMBER

OR DATUM POINT

FIRE EXTINGUISHER

EXPANSION JOINT

CABINET

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

CONTRACTOR INSTALLED

DRAWINGS

ELEVATION

EACH SIDE

EXISTING

EXPANSION

EXTERIOR

ELECTRIC WATER COOLER

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FINISH FLOOR

FOOTING

GAGE/GAUGE

GALVANIZED

GOVERNMENT FURNISHED

GROUND

GOVERNMENT

GYPSUM WALL BOARD

GYPSUM WALL BOARD

HANDICAPPED

HARDWARE

HOLLOW METAL

HORIZONTAL

ELEVATION

GALLONS PER MINUTE

GALLON

EACH FACE

FOUNDATION

HEADED STUD ANCHOR

EACH WAY

B.O. FLR.BOTTOM OF FLOOR

CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE MASONRY UNIT

CONSTRUCTION

CONT.

CONST.

COORD.

DIA.

DEPT

DET.

C.T.J.

DBL.

C.P.

DIAMETER

DEPARTMENT

DETAIL

CONTINUOUS

COORDINATE

DOUBLE

CAP PLATE

BTWN.

CONC.

C.J.

CMU

COL.

CLG.

CLR.

BRG.

CER.

B.P.

BOT.

CEILING

CLEAR

COLUMN

CONCRETE

BEARING

BETWEEN

CERAMIC

BASE PLATE

BOTTOM

H.S.A.

HORIZ.

HR. HOUR

HDW.

HC.

H.M.

GOVT.

GWB.

GYP. BD.

GFCI

GND.

GPM

GFGI

GA.

GALV.

GAL.

FTG.

FT. FEET

OF ARCHITECTS

TESTING MATERIALS

CENTER LINE

ABOVE FINISH FLOOR

AMERICAN SOCIETY FOR

APPROXIMATE

AMERICAN INSTITUTE

ANCHOR BOLT

THREE LAYERS

ARCHITECTURAL

DEFORMED BAR ANCHOR

BITUM.

ALUM.

A.S.T.M.

BLDG.

APPROX.

ARCH.

D.B.A.

B.M.

BD. BOARD

BITUMINOUS

BUILDING

BENCHMARK

ALUMINUM

3L

ADJ.

A.F.F.

A.I.A.

A.B.

ABV.

CL

L

#

@

ADJUSTABLE

ABOVE

NUMBER

DIAMETER

ANGLE

AT

FDTN.

F.F.

FIN.

F.E.C.

F.E.

FINISH

F.D.

FDN.

EXPAN.

E.W.C.

EXT.

EL.

EXIST.

E.S.

E.W.

ELEV.

EQ. EQUAL

EA.

E.J.

E.F.

DWGS.

DTL.

EACH

DETAIL

MTL. T.O.METAL TOP OF

SQUARE FOOT

PERPENDICULAR

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

PARTITION

PLATE

PAINTED

POUNDS PER SQUARE INCH

OVERHEAD DOOR

PROTECTION

OUTSIDE FACE

POUNDS PER CUBIC FOOT

POUNDS PER

POUNDS PER LINEAL FOOT

OPEN WEB STEEL JOIST

PROT.

P.S.I.

P.S.F.

PERP.

PNTD.

P.C.F.

P.L.F.

PL.

O.H.

OPP.

PART.

OHD

O.W.S.J.

O.F.

N.I.C.

N.T.S.

O.C.

O.D.

NO.

W/

WD.

W.W.F.

VERT.

VEST.

VNR.

T.O.W.

VCT

TYP.

U.N.O.

T.O.F.

T.O.S.

T.O.A.

T.O.C.

WELDED WIRE FABRIC

VERTICAL

VESTIBULE

WOOD

VENEER

WITH

TOP OF FOOTING

TOP OF ASPHALT

TOP OF CURB

VINYL COMPOSITION

UNLESS NOTED

TOP OF WALL

OTHERWISE

TYPICAL

TILE

OR SIDEWALK

TOP OF SLAB

REVISION

MISCELLANEOUS

INFORMATION

HYDRANT

AIR CONDITIONING

HEIGHT

HEATING/VENTILATION/

INSIDE DIAMETER

INSULATION

LAVATORY

LIGHT

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

MAINTENANCE

MAXIMUM

MATERIAL

MANUFACTURER

INSIDE FACE

LIGHT WEIGHT

MASONRY CONTROL JOINT

INCHES

M.C.J.

MISC.

MECH.

MIN.

M.O.

MFR.

MANUF.

MAINT.

MAX.

MAT.

LT. WT.

I.F.

INFO.

INSUL.

LAV.

LT.

IN.

HYD

HVAC

I.D.

HT.

STD.

SUPER.

SUSP.

THRU

STR.

STIFF.

STC

SIM.

SPEC.

S.J.I.

RM.

S.D.I.

SHR.

SHT.

R.O.

SCHED.

RAD.

REINF.

REQ'D

R.D.

QTY.

ABBREVIATIONS

SOUND TRANSMISSION

STEEL JOIST INSTITUTE

STANDARD

STRUCTURAL

SUSPENDED

THROUGH

SUPERVISOR

STIFFENER

COEFFICIENT

SIMILAR

SPECIFICATION

ROUGH OPENING

STEEL DECK INSTITUTE

ROOM

SHOWER

SHEET

SCHEDULE

ROOF DRAIN

RADIUS

REINFORCED

REQUIRED

QUANTITY

GRID LINES

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

MATERIALS/LEGEND

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD

PLYWOOD

FACE BRICK

VICINITY MAP DRAWING INDEX

∅

101

NAME

#SHEET

1

SHEET

#

SHEET

#

SHEET

#

KEYNOTE1

SHEET

#SCALE/ REF SHEET

# VIEW NUMBER/SHEET WHERE VIEW IS LOCATED/VIEW NAME/

VIEW SCALEREFERENCING SHEET

VIEW NAME SYMBOL

NOTE:REFERENCING SHEET PARAMETER IS ONLY SHOWN FOR SPECIFIC VIEWS/DETAILS TO ASSIST IN FINDING WHICH SHEET THE DETAIL IS

REFERENCED FROM. REFERENCING SHEET INDICATES ONE LOCATION FOR THE DETAIL BUT DETAIL COULD OCCUR IN MULTIPLE LOCATIONS.

ROOM NAME


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D1

05/16/ 2017

2012.093.03

GI-010D2/E

SHEET INDEX,ABBREVIATIONS, SYMBOLS,GENERAL NOTES,DEFERRED SUBMITTALS

UNIVERSITY OF UTAH

Social andBehavioralScience SeismicRetrofit

21974

CO

NS

TR

UC

TIO

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TS

UNIVERSITY OF UTAH, BUIDLING #25, 380 S1530 E SALT LAKE CITY, UT 84112

1529 EAST SOUTHCAMPUS DRIVE SALTLAKE CITY, UT 84112

CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH EXISTING CONDITIONS AND VERIFYING THESE CONDITIONS PRIOR TO BIDDING THIS PROJECT. IF ANY DISCREPANCIES BETWEEN THE EXISTING PHYSICAL CONDITIONS ON SITE AND THE CONDITIONS DESCRIBED IN THE DRAWINGS ARE FOUND, CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT (IN WRITING).

CONTRACTOR IS RESPONSIBLE FOR SECURING THE PROJECT SITE AND BUILDING AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AS NEEDED TO PROTECT AREAS OF NO DEMO WORK AND SELECTIVE DEMO FROM DAMAGE AND DEBRIS. ALL AREAS OF THE CONSTRUCTION SITE SHALL BE MADE SAFE AT THE END OF THE WORK DAY.

CONTRACTOR IS RESPONSIBLE FOR SAFEGUARDING THE CONSTRUCTION SITE AND ADJACENT PUBLIC SPACES PER IBC CHAPTER 33 AND IFC CHAPTER 33.

ANY EXISTING FIRE PROOFING DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IN COMPLIANCE WITH CHAPTER 7 OF THE IBC.

OCCUPANCY OF THE PROJECT AREA IS PROHIBITED UNTIL A FINAL INSPECTION IS CONDUCTED BY BUILDING INSPECTOR, FIRE MARSHAL AND ANY OTHER AUTHORITIES HAVING JURISDICTION.

CONTRACTOR MAY NEED TO ACCESS OTHER PORTIONS OF THE EXISTING BUILDING DURING THE PROCESS OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH OWNER WHEN ACCESS IS REQUIRED.

CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND TELECOM DRAWINGS. ANY AREAS OF CONFLICT IN THE DRAWINGS BETWEEN ELEMENTS TO BE REMOVED AND ELEMENTS TO REMAIN SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT ATTENTION (IN WRITING).

CONTRACTOR SHALL COORDINATE STOCKPILE, STORAGE NEEDS AND TEMPORARY FACILITIES WITH OWNER. STORE MATERIALS OUT OF REACH OF GENERAL PUBLIC. CONTRACTOR IS FULLY RESPONSIBLE FOR SECURING STORED MATERIALS FROM THEFT AND VANDALISM.

CONTRACTOR SHALL COORDINATE ANY UTILITY SHUT DOWNS THAT MAY DISRUPT SERVICE TO EXISTING FACILITIES WITH OWNER PRIOR TO SHUTDOWN. AN ACTION PLAN IS REQUIRED, CONTRACTOR SHALL SUBMIT THE ACTION PLAN TO U OF U PROJECT MANAGER AND FACILITIES GROUP FOR REVIEW, COMMENT AND APPROVAL PRIOR TO THE SHUT DOWN.

CONTRACTOR SHALL COORDINATE ANY WORK ON HIGH TEMPERATURE LINES, CHILLED WATER LINES, HIGH VOLTAGE POWER LINES OR ANY OTHER PRIMARY UTILITY IN THE BUILDING THAT HAS THE POTENTIAL TO IMPACT THE ENTIRE BUILDING WITH OWNER PRIOR TO WORK. AN ACTION PLAN IS REQUIRED, CONTRACTOR SHALL SUBMIT THE ACTION PLAN TO U OF U PROJECT MANAGER AND FACILITIES GROUP FOR REVIEW, COMMENT AND APPROVAL PRIOR TO WORK ON PRIMARY UTILITIES.

WHERE BASIS OF DESIGN PRODUCTS HAVE BEEN CALLED OUT IN THE DRAWINGS OR LISTED IN THE SPECIFICATIONS, THE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED AROUND THESE PRODUCTS. DURING THE BIDDING PROCESS, IF PRODUCTS OTHER THAN THE BASIS OF DESIGN PRODUCTS ARE CARRIED IN THE BID, THE CONTRACTOR SHALL PROVIDE A SUBSTITUTION REQUEST TO THE ARCHITECT AND OWNER FOR REVIEW AND APPROVAL. ONLY BASIS OF DESIGN PRODUCTS OR APPROVED SUBSTITUTIONS ARE ALLOWED. AFTER THE BID HAS BEEN AWARDED, ANY CHANGES TO THE PRODUCT THAT RESULTS IN CHANGES TO THE SUPPORTING STRUCTURE, CONNECTING SERVICES OR ADJACENT CONSTRUCTION DUE TO THE USE OF A NON-APPROVED PRODUCT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

ROOM SIGNAGE WILL BE FURNISHED AND INSTALLED BY OWENER.

ALL A/V EQUIPMENT WILL BE REMOVED/REINSTALLED BY U OF U.

GENERAL:1.

2.

3.

4.

5.

COORDINATION:1.

2.

3.

4.

5.

6.

7.

8.

GENERAL PROJECT NOTES

Sheet Number Sheet Name

GENERAL

GI-000D2/E COVER SHEET

GI-010D2/E SHEET INDEX, ABBREVIATIONS, SYMBOLS, GENERAL

NOTES, DEFERRED SUBMITTALS

GI-100D2/E CODE

GI-101D2/E CODE SHEET

GI-102D2/E PHASING PLAN

5

ARCHITECTURE

AS-100D2/E ARCHITECTURAL SITE PLAN, ADA PATH

AD-102D2 DEMO PLAN - LEVEL 2

AD-103E DEMO PLAN - LEVEL 3 & 4

AD-152D2 DEMO RCP - LEVEL 2

AD-153E DEMO RCP - LEVEL 3 & 4

AD-160D2/E DEMO SECTIONS

AD-200D2/E EXISTING EXTERIOR PHOTOS

AD-201D2/E EXISTING INTERIOR PHOTOS

AE-132D2 FLOOR PLAN - LEVEL 2

AE-133E FLOOR PLAN - LEVEL 3 & 4

AE-134E WTFI PLAN - LEVEL 3 & 4

AE-152D2 RCP - LEVEL 2

AE-153E RCP - LEVEL 3 & 4

AE-200D2 EXTERIOR ELEVATIONS

AE-301D2/E BUILDING SECTION AND WALL SECTIONS

AE-400D2/E ENLARGED COLUMN PLAN/3D VIEW - C2,H2

AE-401D2/E ENLARGED COLUMN PLAN/3D VIEW - D2, G2

AE-402D2/E ENLARGED COLUMN PLAN/3D VIEW - E2, F2

AE-403D2/E ENLARGED COLUMN PLAN/3D VIEW - C4, H4

AE-404D2/E ENLARGED COLUMN PLAN/3D VIEW - D4, E4, F4, G4

AE-500D2/E DETAILS

AE-600E SCHEDULE

22

STRUCTURAL

SB-601D2 STRUCTURAL SCHEDULES

SE-001D2 GENERAL STRUCTURAL NOTES


SF-105E LEVEL 5 SHEARWALL PLAN

SF-203E STRUCTURAL ELEVATIONS


SF-501D2E STRUCTURAL DETAILS


SF-102D2 PLAZA LEVEL SHEARWALL PLAN

SF-103D2 LEVEL 3 SHEARWALL PLAN


SF-201D2 STRUCTURAL ELEVATIONS


13

MECHANICAL

ME-001E SYMBOLS AND LEGEND

ME-103E MECHANICAL FLOOR PLANS

ME-104E MECHANICAL FLOOR PLANS

MH-601E MECHANICAL SCHEDULE AND DETAILS

4

ELECTRICAL

EG-100D2 SYMBOLS, ABBREVIATIONS AND SHEET INDEX

ED-102D2 ELECTRICAL DEMO PLAN - LEVEL 2

ED-103E ELECTRICAL DEMO PLAN - LEVEL 3 & 4

EE-132D2 ELECTRICAL PLAN - LEVEL 2

EE-133E ELECTRICAL PLAN - LEVEL 3 & 4

5

Grand total: 49

1 5.16.2017 D2/E Code ReviewResponse 2

1

u0113174

Code Compliance

UPUP

UP

2

3

4

C D E F G H

1

B

5

J

ADA ELEVATOR

MAIN ADA ACCESS PATHWAY DURING CONSTRUCTION

ELEV.

ELEV. HALL

EXTERIOR PLAZA

2

3

4

C D E F G H

333 304

310326

336 301

302

303

305 306 309

316317

318319

320321327328

329330

331332

300L

300M 300G

300300A 300E

301A

2121EXIT(0.3)

21 OCC OCC

6.3" R

32" P

EXIT(0.3)

21 OCC OCC

6.3" R

32" P

120'-0"

334 335 307 308

325 324

315

314 313 312 311322A 322B

2

3

4

C D E F G H

425 426 427 428 404

400

424

423

422

421 419

418

417

416415A

415B

414

413

415C

420

412

411 408

407A

407406

400G

437435

400A 400E2121

EXIT(0.3)

21 OCC OCC

6.3" R

32" P

EXIT(0.3)

21 OCC OCC

6.3" R

32" P

120'-0"

PROJECT AREA

429 430 431 401

OCCUPANCY / EGRESS LEGEND

CORRIDOR TRIBUTARY LOAD

TOTAL NO. OF OCCUPANTS AT EXIT

NO. OF OCCUPANTS

FIRE EXTINGUISHER CABINET

FEC

1 HR. RATED WALL

1. OCCUPANCY IS TYPE B UNLESS NOTED OTHERWISE

2. EXITING LOADS HAVE BEEN INDICATED FOR AREAS WITHIN THE LIMIT OF WORK.

LIMIT OF WORK

OCCUPANCY / EGRESS LEGEND

B OCCUPANCY (100 SF/PP)

EXIT ACCESS DISTANCE/COMMON PATH OF TRAVEL

S OCCUPANCY (300 SF/PP)

CODE REVIEW CRITERIA

NUMBER OF STORIES:

TYPE(S) OF CONSTRUCTION:

FIRE SPRINKLERS PROVIDED: BASEMENT, CLASSROOM, TOWER AND PENTHOUSE

TYPE I-A

OCCUPANCY GROUP(S): B

14 STORY BUILDING

TYPE OF WORK:

OCCUPANT LOAD: ------ GSF (REFER TO SUMMARY BELOW)

EXITS REQ'D / PROVIDED AT LEVEL 3&4 :

REQ'D: 2 / PROVIDED: 2

SEISMIC UPGRADE RENOVATION, FROM BASEMENT UP TO LEVEL 5 FLOOR

OCCUPANT LOAD CALCULATIONS

LEVEL 3

B (100 SF/PP) 3,986 GSF 40 OCCUPANTSS (300 SF/PP) 262 GSF 1 OCCUPANTSCIRCULATION ( N/A ) 1,670 GSF -

TOTAL 5,918 GSF 41 OCCUPANTS

LEVEL 4

B (100 SF/PP) 4,425GSF 45 OCCUPANTSS (300 SF/PP) 148 GSF 1 OCCUPANTSCIRCULATION ( N/A ) 1,345 GSF -

TOTAL 5,918 GSF 46 OCCUPANTS

DUE TO THE CONFIGURATION OF THE RENOVATED SPACE AND THE NEED TO ADDRESS EXITING ON A SPACE-PER-SPACE BASIS, TOTALS INDICATED IN PLAN ARE SLIGHTLY HIGHER. AS DEMONSTRATED IN PLAN SUFFICIENT EXITING HAS BEEN PROVIDED.

ADOPTED CODES2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) ISSUED BY THE INTERNATIONAL CODE COUNCIL

2015 EDITION OF THE INTERNATIONAL EXISTING BUILDING CODE (IBC) ISSUED BY THE INTERNATIONAL CODE COUNCIL

2015 EDITION OF THE INTERNATIONAL FIRE CODE (IFC) ISSUED BY THE INTERNATIONAL CODE COUNCIL

2015 EDITION OF THE INTERNATIONAL MECHANICAL CODE (IMC), ISSUED BY THE INTERNATIONAL CODE COUNCIL

2015 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE (IECC), ISSUED BY THE INTERNATIONAL CODE COUNCIL

2015 EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC), ISSUED BY THE INTERNATIONAL CODE COUNCIL

2014 EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), ISSUED BY THE NATIONAL FIRE PROTECTION ASSOCIATION

2010 EDITION OF ADAAG

2009 EDITION OF ANSI A117.1

STATE AMENDMENTS TO ALL CODES ARE APPLICABLE.

GENERAL NOTES1. OCCUPANCY IS TYPE B UNLESS NOTED OTHERWISE

2. EXITING LOADS HAVE BEEN INDICATED FOR AREAS WITHIN THE LIMIT OF WORK

BRANSONNO. 134955

JOHN

NS E D

EL

IC

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ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

GI-100D2/E

CODE

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS


1529 EAST SOUTH CAMPUSDRIVE SALT LAKE CITY, UT 84112

3/32" = 1'-0"GI-100D2/E1 CODE PLAN - LEVEL 2 (PLAZA)

3/32" = 1'-0"GI-100D2/E2 CODE PLAN - LEVEL 3

3/32" = 1'-0"GI-100D2/E3 CODE PLAN - LEVEL 4

BUILDING ELEMENT RATING (T601 AND T602)

NOTE: SEISMIC RETROFIT FOR PHASE D2 AND E IS LIMITED ON EXTERIOR FEATURES. INTERIOR CONSTRUCTION SCOPE IS LIMITED TO GAIN ACCESS DURING CONSTRUCTION AND WILL BE RECOVERED SAME AS EXISTING CONDITION. ROOM 401, 404, 322 WERE RESIZED TO SWAP OFFICES BETWEEN PHYCOLOGY AND SOCIOLOGY DEPARTMENT. NO CHANGE THAT IMPACTS EGRESS OR OCCUPANCY LOAD WILL BE MADE ON PLAZA, 3 AND 4 LEVEL.

u0113174

Code Compliance

BRANSON

NO. 134955

JOHN

NS

E D

EL

IC

TS

ATE

HA R C

IT

EC

T

UOF

T

AH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

CONSTRUCTION DOCUMENTS - PHASES D2/E

1/12/15

REVREV

11

05/16/ 2017

2012.093.03

GI-101D2/E

CODE SHEET

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

UM

EN

TS



PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

1 4.28.2017 D2/E Code ReviewResponse

1

1

u0113174

Code Compliance

PHASE B FOUNDATION & BASEMENTCOMPLETED

PHASE C CLASSROOM LEVELCOMPLETED

PHASE D2LEVEL 2(PLAZA) SEISMIC UPGRADE

PHASING DIAGRAM

PHASE ELEVEL 3 & 4 (OFFICE) SEISMIC UPGRADE

PHASE D1ADA ELEVATOR

& LEVEL 9 BUILD-OUTUNDER CONSTRUCTION

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

GI-102D2/E

PHASING PLAN

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

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ND

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TS



PHASE ELEVEL 3 & 4 (OFFICES)

SCOPECONSTRUCTION YEAR

E.1 STRUCTURAL RETROFIT FROM LEVEL 3 TO BOTTOM OF LEVEL5. - CONCRETE/ CARBON FIBER COLUMN WRAPS ON EXTERIOR WALLS, 4 CORNER COLUMNS TO LEVEL 5 BOTTOM, 4 INNER COLUMNS TO LEVEL 4 AND 3 BOTTOM. - ADDITIONAL SHEAR WALLS

E.2 EXTERIOR FINISH WILL BE APPLIED FOR NEWLY EXPOSED COLUMN JACKET SURFACE.

E.3 EXTERIOR WINDOWS WITHIN COLUMN JACKET INSTALLATION AREA WILL BE MODIFIED OR REPLACED.

E.4 PRECAST CONCRETE FINS TO BE DISCONNECT AND RESECURED.

E.5 PRECAST INFILL PANEL TO BE CUTOUT AT PERIMETER AND RESECURED.

DRAWING NUMBERS

XX-XXXD2

XX-XXXE

PHASE

PHASE D2LEVEL 2 (PLAZA)

D2.1 STRUCTURAL RETROFIT FROM LEVEL2 TO BOTTOM OF LEVEL3. - CONCRETE/ CARBON FIBER COLUMN WRAPS ON EXTERIOR WALLS, 4 CORNER COLUMNS TO LEVEL 3 BOTTOM, 8 INNER COLUMNS TO LEVEL 3 BOTTOM. - ADDITIONAL SHEAR WALLS

D2.2 EXTERIOR FINISH WILL BE APPLIED FOR NEWLY EXPOSED COLUMN JACKET SURFACE.

2017 FALL TO 2018 FALL

2017 FALL TO 2018 FALL

*NOTE: COORDINATE RELOCATION PLAN/ SCHEDULE WITH UU. SOUTH SUITE ON LEVEL 9 WAS REMODELED FOR TEMPORARY RELOCATIONS. LEVEL 3 AND LEVEL 4 WILL TAKE TURNS PER CONTRACTOR'S PHASING PLAN AND SCHEDULE.

LEVEL 3

LEVEL 4

LEVEL 2

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

2

3

4

C D E F G H

1

BA

5

J

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

DM-01 DM-01 DM-01 DM-01 DM-01

DM-01 DM-01 DM-01 DM-01 DM-01 DM-01

DM-64

DM-64DM-64

DM-64 DM-64 DM-64 DM-64

DM-64 DM-64 DM-64 DM-64

DM-01DM-64

ENTRY LOBBY200

ADA ELEV.

AE-401D2/E

5AE-402D2/E

2

AE-403D2/E

2

AE-404D2/E

3

AE-402D2/E

2

OPP.

AE-401D2/E

5

OPP.

OPP.

AE-404D2/E

3

SIM.

AE-404D2/E

3

SIM.

AE-404D2/E

3

SIM.

AE-403D2/E

2

OPP.

DM-60

DM-60

EXTERIOR PLAZA

STAIRS200E

STAIRS200A

AE-400D2/E

10

DM-60

DM-60DM-60

DM-60

AE-400D2/E

10

19

AE-500D2/E

DEMOLITION LEGEND

ELEMENTS TO BE DEMOLISHED

ELEMENTS TO REMAIN

ELEMENTS TO BE SALVAGED

SEE PROJECT GENERAL NOTES ON SHEET GI-010SEE DEMOLITION GENERAL NOTES ON SHEET AD-190D2

WORKING CLEARANCE(LIMITS OF CONSTRUCTION)

INSTALLATION CLEARANCE(CONCRETE FORMWORK & OTHER TEMP. INSTALLATION)

EXISTING ELEMENTS

DEMOLITION GENERAL NOTES:

ITEMS TO BE DEMOLISHED:

ITEMS TO REMAIN:

ITEMS TO BE SALVAGED FOR REUSE / REINSTALLATION:

1. ALL ELEMENTS SHOWN WITH DASHED LINE ARE ELEMENTS TO BE DEMOLISHED OR SALVAGED UNLESS NOTED OTHERWISE.2. WHERE SURFACES ARE REQUIRED TO BE CUT, PROVIDE CLEAN CUT SO THAT SURFACE CAN BE PATCHED AND REPAIRED.3. ALL DEMOLITION WORK NEXT TO ITEMS AND SURFACES TO REMAIN OR ITEMS TO BE SALVAGED SHALL BE CAREFULLY CONDUCTED TO PROTECT SUCH ITEMS AND SURFACES FROM

DAMAGE.4. CLEAN NEWLY EXPOSED SURFACES, REMOVE GLUES & MASTICS, PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW FINISH.5. AT EQUIPMENT TO BE REMOVED, TERMINATE ANY HARD WIRED / PIPED SERVICES IN A MANNER THAT LEAVES THE REMAINING SERVICE LINES IN A SAFE CONDITION.6. MILLWORK, SHELVES, MAILBOX, ETC. ON WALL SHALL BE SAVAGED FOR REINSTALLATION.

1. SALVAGED ITEMS ARE TO BE REMOVED CAREFULLY TO AVOID DAMAGE.2. LABEL SALVAGED ITEMS TO INCLUDE DATE OF SALVAGE, COMPANY PERFORMING SALVAGE, ORIGINAL LOCATION AND ANY OTHER INFORMATION REQUIRED TO TRACK ITEM FOR REUSE /

REINSTALLATION.3. STORE SALVAGED ITEMS IN A PROTECTED AREA AWAY FROM GENERAL CONSTRUCTION AND PROTECT FROM DAMAGE.4. TEST ALL SALVAGED MEP ITEMS AFTER REMOVAL TO CONFIRM THAT THEY ARE STILL OPERATIONAL. INFORM ARCHITECT AND OWNER IN WRITING IF SALVAGED ITEMS ARE NON-

OPERATIONAL.5. CLEAN AND REPAIR SALVAGED ITEMS PRIOR TO REINSTALLATION.6. ALL WALL MOUNTED BOOK SHELVES AT OFFICES TO BE SALVAGED FOR REUSE. REINSTALL AFTER SEISMIC RETROFIT.7. ALL MILLWORK AT COMMON AREA TO BE SALVAGED FOR REUSE. REINSTALL AFTER SEISMIC RETROFIT.

1. ALL ELEMENTS SHOWN WITH SOLID LINE ARE ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE.2. MATERIALS TO REMAIN ARE TO BE PROTECTED FROM DAMAGE DURING DEMOLITION WORK.3. ALL CORRIDOR FINISHES, DOORS, WINDOWS, STAIRS, RAILINGS, ELEVATORS, ELEVATOR CONTROLS, SPRINKLER RISERS, SPRINKLER MAIN RUNS ON ALL LEVELS ARE TO REMAIN UNLESS

NOTED OTHERWISE. COORDINATE WITH MECH, ELEC, PLUMBING AND FIRE PROTECTION DRAWINGS.4. ALL SURFACES TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, FLOORS & CEILINGS SHALL BE CLEANED TO RECEIVE NEW FINISH.5. MATERIALS TO REMAIN ARE TO BE PROTECTED FROM DAMAGE DURING DEMOLITION WORK. IF ANY ITEMS ARE DAMAGED, ARCHITECT SHALL BE IMMEDIATELY INFORMED IN WRITING.

CONTRACTOR TO MAKE NECESSARY REPAIRS OR REPLACEMENT IF MATERIALS AND ITEMS TO REMAIN ARE DAMAGED. CONTRACTOR SHALL SUBMIT A DETAILED PLAN FOR PROTECTION OF ITEMS TO REMAIN.

6. ALL WHOLE MATERIALS INCLUDING BUT NOT LIMITED TO CARPET, CEILING TILES AND GRIDS, WALL BASE AND TRIM WHICH IS CUT AS PART OF THE DEMOLITION SHALL HAVE CUT EDGE PATCHED AND REPAIRED. IF ARCHITECT AND OWNER FINDS CUT MATERIAL IS UNACCEPTABLE CONTRACTOR SHALL REPLACE CUT MATERIAL WITH NEW WHOLE MATERIAL TO MATCH EXISTING.

WORKING CLEARANCE AND INSTALLATION CLEARANCE:1. UNLESS NOTED OTHERWISE, AREA OF ARCHITECTURAL DEMOLITION AND SALVAGE INDICATED IS TO PROVIDE WORKING CLEARANCE AND/OR INSTALLATION CLEARANCE FOR

STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND AUDIO VISUAL WORK AND IS AN APPROXIMATION. CONTRACTOR TO DETERMINE ACTUAL WORKING CLEARANCE AND INSTALLATION CLEARANCE REQUIRED AND COORDINATE WITH ALL TRADES. IF ACTUAL REQUIRED CLEARANCES DIFFER FROM APPROXIMATE CLEARANCES PROVIDED IN DOCUMENTS, CONTRACTOR SHALL ADJUST COSTS ACCORDINGLY.

2. WHERE ACTUAL CLEARANCES REQUIRED WILL EXCEED APPROXIMATE CLEARANCES INDICATED IN DOCUMENTS, CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER IMMEDIATELY (IN WRITING).

SEE PROJECT GENERAL NOTES ON SHEET GI-010COORDINATION:

1. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND TELECOM DRAWINGS. ANY AREAS OF CONFLICT IN THE DRAWINGS BETWEEN ELEMENTS TO BE REMOVED AND ELEMENTS TO REMAIN SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT ATTENTION (IN WRITING).

ITEMS TO BE SALVAGED BY OWNER:1. ANY A/V EQUIPMENT WILL BE REMOVED/REINSTALLED BY U OF U.

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AD-102D2

DEMO PLAN - LEVEL 2

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

UM

EN

TS



1/8" = 1'-0"AD-102D21 DEMO PLAN - LEVEL 2 (PLAZA)

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

KEYED NOTES - DEMOLITIONVALUE NOTE

DM-01 COLUMN TO RECEIVE CONCRETE WRAP (C2, H2, C4, H4). ALSO SEE STRUCTURALCOLUMN TO RECEIVE CARBON FIBER (FRP) WRAP (D2, E2, F2, G2, D4, E4, F4, G4). ALSO SEESTRUCTURAL

DM-60 SALVAGE PAVERS FOR REINSTALL AT SEISMIC RETROFIT AREA. REMOVE INSULATION TO GAINACCESS FOR SEISMIC RETROFIT. REMOVE EXISTING FLUID APPLIED WATERPROOFING WHERENEW CONCRETE SHEARWALL BEING PLACED. COORDINATE WITH NEW PLAN. RE. STRUCTURAL

DM-64 REMOVE PAVERS TO GAIN ACCESS WORKING SURFACE ON COLUMNS. SALVAGE FORREINSTALLATION

u0113174

Code Compliance

COLLEGE OFSOCIAL WORK

HUMANITARIANBLDG

LECTURE HALL

MARRIOTT LIBRARY

LOADING DOCK /SERVICE YARD

(COORDINATE USE AND ACCESS WITH BUILDING MAINTENANCE & U

OF U FACILITIES)

TO PARKING

EXISTINGRAMP

TO LOWER CAMPUS & PARKING

STAGING AREA(SHADED)

SP-2


ADA PARKING

STALL

(MAINTAIN

CLEAR ACCESS

AT ALL TIMES)

RAMP

RETAINING WALL

MARRIOTT LIBRARYLOADING DOCK

(MAINTAIN CLEAR ACCESS TO LOADING DOCK AT ALL TIMES)

1500 E

AST

STREE

T

PARK

ING

LO

T #

06

SP-2

ENTRANCE TO PARKING LOT #06

MARRIOTT LIBRARYLOADING DOCK TURN AROUND(MAINTAIN CLEAR ACCESS TO LOADING DOCK AT ALL TIMES)

MAINTAIN EXISTING ADA ROUTE

DURING CONSTRUCTION.

COORDINATE WITH U OF U

.

COORDINATE WITH U OF U FOR HEAVY EQUIPMENT TRAFFIC

SP-1


ADA ROUTE

ADA ELEVATOR

9' MIN CLR

COORDINATE WITH U OF U FOR HEAVY EQUIPMENT TRAFFIC

SP-2

MAINTAIN ADA ROUTE DURING CONSTRUCTION. COORDINATE WITH U OF U.

ADA

ELEVATOR

PLAZA ADA RAMP

1. NO EQUIPMENT ACCESS IS ALLOWED ON PLAZA DECK STRUCTURE.2. PROTECT CONCRETE PAVERS AS NEED.

LOBBY NEW LIGHT POLE, RE. ELEC

REPLACE THE EXISTING LUMINAIRE WITH THE NEWTYPE SHOWN. REUSE EXISTING POLE, RE. ELEC

NEW LIGHT FIXTURE, RE. ELEC

AS-100D2/E

3

GENERAL NOTES

1. PROTECT PLANTINGS AT COURTYARDS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE.

2. MAINTAIN EMERGENCY EXIT ROUTE DURING CONSTRUCTION AT ANY TIME.

3. MAINTAIN ADA ROUTE DURING CONSTRUCTION. COORDINATE WITH U OF U.

4. COORDINATE SCHEDULE OF DELIVERIES WITH U OF U FACILITIES PLANNING.

5. MATERIAL STORAGE TO BE WITHIN LIMIT OF CONSTRUCTION UNLESS APPROVED BY U OF U FACILITIES PLANNING.

SITE PLAN LEGEND

ADA PATHWAY

CONSTRUCTIONTEMP. FENCE

DEMO EXISTING GUARDRAIL,REPAIR WALL FLASHING IF THERE IS DAMAGE DURING RAILING REMOVAL.

THE NEW POLE TO BE MOUNTED IN THE OPENING OF THE BRIDGE WALL.SEE DETAIL 4/AS-100D2/E. REFER TO THE STRUCTURALDRAWINGS FOR MOUNTING DETAIL A3/SF-501D2E. ALSO REFER ELECTRICAL.

EQEQ

+/- 1'-0"

1

1'-0"

HEIG

HT 4

2"

ANNODIZED ALUMINUM RAIL,MATCH SIZE&FINISH TO EXISTING

MAX 4"

BASE PLATE & SCREW TO BE UNDER COPING.

1

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AS-100D2/E

ARCHITECTURAL SITE PLAN,ADA PATH

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS



1" = 20'-0"AS-100D2/E1 ARCHITECTURAL SITE PLAN - LEVEL 1 (CLASSROOM) D2/E

1" = 20'-0"AS-100D2/E2 ARCHITECTURAL SITE PLAN - LEVEL 2 (PLAZA) D2/E

KEYED NOTES - SITE

VALUE NOTESP-1 CONTRACTOR TO PROVIDE TEMPORARY FENCE TO

SECURE CONSTRUCTION SITE.COORDINATE WITH U OF U

SP-2 PROTECT EXISTING PLANTINGS AROUND BUILDING.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE. TYP.

SP-3 PROTECT PAVERS FROM CONSTRUCTION ACTIVITY. NOHEAVY EQUIPMENT ACCESS IS ALLOWED ON PLAZA DECK.

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1/2" = 1'-0"AS-100D2/E3 LIGHT POLE

1 4.28.2017 D2/E Code Review Response

3/4" = 1'-0"AS-100D2/E4 BRIDGE GUARD RAIL

u0113174

Code Compliance

UPDN

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

DM-01 DM-01 DM-01 DM-01 DM-01

DM-01DM-01

DM-43A

DM-29 DM-29 DM-29

DM-44DM-44

DM-72 DM-72DM-72 DM-72

DM-72

DM-72

DM-44DM-44 DM-44DM-44 DM-44DM-44DM-01

AE-400D2/E

7

AE-401D2/E

6

AE-402D2/E

3

AE-403D2/E

3

AE-404D2/E

4

DM-43ADM-43A

AE-404D2/E

4

AE-404D2/E

4

AE-404D2/E

4AE-403D2/E

3

OPP.

300A

333

334

335 336 301 301A 303 304 307 308

326 310

300

300M 300G

300E

316317

318319

320321

329330

331332

327328 300L

302 305 306 309

DM-28DM-28

DM-28DM-28

DM-29A

DM-29A

DM-29ADM-29

DM-29A

DM-29 DM-29 DM-29 DM-29

DM-28

DM-28

DM-72DM-72DM-72

AE-400D2/E

7

AE-401D2/E

6

AE-402D2/E

3OPP.

OPP.

4

AE-301D2/E

325 324

315

314 313 312 311

TYP

DM-28 TYP

DM-29A

2

AD-160D2/E

AD-201D2/E

1

AD-201D2/E2 AD-201D2/E 3180SF322

DM-28A

DM-52

AD-201D2/E7

DEMOLITION LEGEND


ELEMENTS TO REMAIN





EXISTING ELEMENTS

2

3

4

C D E F G H

AE-400D2/E

9

AE-403D2/E

4

DM-72DM-01DM-01 DM-01 DM-01DM-01

DM-01 DM-01

DM-43A DM-43ADM-43A

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

406

407

407A

408

411

412

413

414416

417

418

419

420

421

422

423

424

425 426427 428

415C

415A

415B

400G

435 437

400E400A400

DM-28

DM-28

DM-28 DM-28

DM-29DM-29

DM-29A

DM-29

DM-29 DM-29ADM-29A

DM-72

DM-73

DM-73DM-73DM-73 DM-72

2

AD-160D2/E

1

AD-160D2/E

415

4

AE-301D2/E

DM-28 TYP

DM-44

DM-29A

DM-29A DM-29A

DM-72

DM-28

DM-28DM-28

429

429 430 431

409

410

AE-401D2/E

7

AD-201D2/E

6

AD-201D2/E

5

AD-201D2/E

4

119 SF404

109 SF405

241 SF401

DM-47 DM-47DM-47



ITEMS TO REMAIN:



DAMAGE.4. CLEAN NEWLY EXPOSED SURFACES, REMOVE GLUES & MASTICS, PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW FINISH.5. AT EQUIPMENT TO BE REMOVED, TERMINATE ANY HARD WIRED / PIPED SERVICES IN A MANNER THAT LEAVES THE REMAINING SERVICE LINES IN A SAFE CONDITION.6. VERIFY FIELD CONDITION AFTER ASBESTOS ABATEMENT REMOVAL. ADJUST DEMOLITION SCOPE ACCORDINGLY.



OPERATIONAL.5. CLEAN AND REPAIR SALVAGED ITEMS PRIOR TO REINSTALLATION.









1. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. ANY AREAS OF CONFLICT IN THE DRAWINGS BETWEEN ELEMENTS TO BE REMOVED AND ELEMENTS TO REMAIN SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT ATTENTION (IN WRITING).

ITEMS TO BE SALVAGED BY OWNER:1. ALL A/V EQUIPMENT WILL BE REMOVED/REINSTALLED BY U OF U.

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AD-103E

DEMO PLAN - LEVEL 3 & 4

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

UM

EN

TS



1/8" = 1'-0"AD-103E1 DEMO PLAN - LEVEL 3 (OFFICES)

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E


DM-01 COLUMN TO RECEIVE CONCRETE WRAP (C2, H2, C4, H4). ALSO SEE STRUCTURALCOLUMN TO RECEIVE CARBON FIBER (FRP) WRAP (D2, E2, F2, G2, D4, E4, F4, G4). ALSO SEESTRUCTURAL

DM-28 REMOVE PARTITION WALL AS NEED TO GAIN WORKING SPACEDM-28A DEMO WALL FOR NEW DOORDM-29 REMOVE FURRING WALL BELOW WINDOWDM-29A REMOVE FURRING WALLDM-43A REMOVE CONCRETE FINS, WINDOW, STOREFRONT (GLAZING AND FRAME) AND WALL BELOW

INCLUDING INTERIOR FINISHDM-44 REMOVE WINDOW SECTIONDM-47 REMOVE DOORS AND FRAMES.DM-52 EXISTING CABINET TO REMAIN. PROTECT AS NEED.DM-72 REMOVE PRECAST CONCRETE FIN'S CONNECTION PER SEISMIC RETROFIT. ALSO SEE

STRUCTURAL.DM-73 SAWCUT ALONG PRECAST INFILL PANEL PERIMETER PER SEISMIC RETROFIT. ALSO SEE

STRUCTURAL.

1/8" = 1'-0"AD-103E2 DEMO PLAN - LEVEL 4 (OFFICES)

u0113174

Code Compliance

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

200

200A200E

ELEV.

DM-30

DM-30

DM-30

DM-30EXISTING STUCCO CEILING

DM-30

DM-30

DM-30

DM-30DM-30DM-30

4

AD-160D2/E

4

AD-160D2/E

3

AD-160D2/E

3

AD-160D2/E

AD-200D2/E

9

AD-200D2/E

8

AD-200D2/E

6

AD-200D2/E7

SALVAGE LIGHT FIXTURE HOUSING FORREINSTALLATION, LAMP WILL BEREPLACED WITH NEW LED INREINSTALLED HOUSING. TYPICAL ATALL FIXTURES ALONG SOFFITPERIMETER. RE. ELEC.

SALVAGE LIGHT FIXTURE HOUSING FORREINSTALLATION, LAMP WILL BEREPLACED WITH NEW LED INREINSTALLED HOUSING. TYPICAL ATALL FIXTURES ALONG SOFFITPERIMETER. RE. ELEC.

DM-30A TYP

DM-30A

DM-30A

DM-30A TYP

TYP

TYP

DEMOLITION LEGEND


ELEMENTS TO REMAIN





EXISTING ELEMENTS



ITEMS TO REMAIN:



DAMAGE.4. CLEAN NEWLY EXPOSED SURFACES, REMOVE GLUES & MASTICS, PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW FINISH.5. AT EQUIPMENT TO BE REMOVED, TERMINATE ANY HARD WIRED / PIPED SERVICES IN A MANNER THAT LEAVES THE REMAINING SERVICE LINES IN A SAFE CONDITION.6. VERIFY FIELD CONDITION AFTER ASBESTOS ABATEMENT REMOVAL. ADJUST DEMOLITION SCOPE ACCORDINGLY.



OPERATIONAL.5. CLEAN AND REPAIR SALVAGED ITEMS PRIOR TO REINSTALLATION.









1. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. ANY AREAS OF CONFLICT IN THE DRAWINGS BETWEEN ELEMENTS TO BE REMOVED AND ELEMENTS TO REMAIN SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT ATTENTION (IN WRITING).

ITEMS TO BE SALVAGED BY OWNER:1. ALL A/V EQUIPMENT WILL BE REMOVED/REINSTALLED BY U OF U.

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AD-152D2

DEMO RCP - LEVEL 2

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

UM

EN

TS



1/8" = 1'-0"AD-152D21 DEMO CEILING PLAN - LEVEL 2 (PLAZA)


DM-30 DEMO SOFFIT AS NEED TO GAIN ACCESS FOR SEISMIC RETROFIT.DM-30A SALVAGE LIGHT FIXTURE HOUSING FOR REINSTALLATION, LAMP WILL BE REPLACED WITH NEW

LED IN REINSTALLED HOUSING. TYPICAL AT ALL FIXTURES ALONG SOFFIT PERIMETER. RE. ELEC.

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

301A301336

335334333 304 307 308

300300A

332

330

328 327

329

331 317

319

321

316

318

320 300L

300M

326

302 305 306 309

300G

300E

310

ELEV.

TYP.

DM-31 DM-31 DM-31 DM-31

DM-31DM-31

DM-33

DM-33

DM-31

DM-31DM-31DM-31DM-31DM-31DM-31

DM-31DM-31

325 324 311312313314

303

315

DM-31DM-31

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

428427426425404

420

415C

411408

407

407A

400G

406

421

422

423

424 416

417

418

419

415B

415A 414

413

412

437435

400400E400A

ELEV.

DM-31DM-31

DM-31

DM-31

DM-31

DM-33

DM-33 DM-33

DM-33

DM-33 DM-33

DM-31

DM-31 DM-31

DM-31

DM-31DM-31

DM-31DM-31

DM-31DM-31

DM-31

DM-31

DM-31DM-31

DM-31

DM-31DM-31 DM-31DM-31

DEMOLITION LEGEND


ELEMENTS TO REMAIN





EXISTING ELEMENTS



ITEMS TO REMAIN:



DAMAGE.4. CLEAN NEWLY EXPOSED SURFACES, REMOVE GLUES & MASTICS, PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW FINISH.5. AT EQUIPMENT TO BE REMOVED, TERMINATE ANY HARD WIRED / PIPED SERVICES IN A MANNER THAT LEAVES THE REMAINING SERVICE LINES IN A SAFE CONDITION.6. MILLWORK, SHELVES, MAILBOX, ETC. ON WALL SHALL BE SAVAGED FOR REINSTALLATION.



OPERATIONAL.5. CLEAN AND REPAIR SALVAGED ITEMS PRIOR TO REINSTALLATION.6. ALL WALL MOUNTED BOOK SHELVES AT OFFICES TO BE SALVAGED FOR REUSE. REINSTALL AFTER SEISMIC RETROFIT.7. ALL MILLWORK AT COMMON AREA TO BE SALVAGED FOR REUSE. REINSTALL AFTER SEISMIC RETROFIT.









1. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND TELECOM DRAWINGS. ANY AREAS OF CONFLICT IN THE DRAWINGS BETWEEN ELEMENTS TO BE REMOVED AND ELEMENTS TO REMAIN SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT ATTENTION (IN WRITING).

ITEMS TO BE SALVAGED BY OWNER:1. ANY A/V EQUIPMENT WILL BE REMOVED/REINSTALLED BY U OF U.

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AD-153E

DEMO RCP - LEVEL 3 & 4

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

UM

EN

TS



1/8" = 1'-0"AD-153E1 DEMO RCP - LEVEL 3 (OFFICE)

1/8" = 1'-0"AD-153E2 DEMO RCP - LEVEL 4 (OFFICE)


DM-31 DEMO LIGHTING FIXTURE.DM-33 DEMO ACOUSTIC CEILING.

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

DISCONNECT PANEL CONNECTION AS REQUIRED FOR SEISMIC RETROFITSEE BID Q&A 12.8.2016. RE. STRUC.

PROTECT EXISTING SPRINKLER PIPES AND OTHER EXISTING ELEMENTS.

REMOVE FINISHES AS NEEDED TO GAIN ACCESS FOR SEISMIC RETROFIT.

REMOVE EXISTING CONNECTION PER SEISMIC RETROFIT.RE. STRUC.

REMOVE EXISTING WINDOW TEMPORARILY TO GAIN ACCESS AT TOP OF EXISTING CONCRETE FINS IF NECESSARY

PROTECT EXISTING SPRINKLER PIPES AND OTHER EXISTING ELEMENTS IF THERE IS ANY.

REMOVE FINISHES AS NEED TO GAIN ACCESS FOR SEISMIC RETROFIT.

2 4

C H

2 4 2 4

DEMOLITION NOTES:SEE PROJECT GENERAL NOTES ON SHEET GI-010

1. DEMOLITION FOR PHASE D2 AND E SCOPE WAS INDICATED WITH BOLD AND UNDERLINE.

2. BACKGROUND IMAGE IS AS-BUILT DRAWING FROM 1968. CONTRACTOR TO VERIFY FIELD CONDITION.

DEMO SOFFIT TO GAIN ACCESS FOR SEISMIC RETROFIT. SALVAGE LIGHT FIXTURE HOUSING FOR REINSTALLATION

DEMO SOFFIT TO GAIN ACCESS FOR SEISMIC RETROFIT. SALVAGE LIGHT FIXTURE HOUSING FOR REINSTALLATION

NEW SHEAR WALL, RE STRUCTURAL

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AD-160D2/E

DEMO SECTIONS

UNIVERSITY OF UTAH


21974

CO

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1" = 1'-0"AD-160D2/E1 DEMO WALL SECTION 1 - EXISTING CONCRETE WALL PANEL

1" = 1'-0"AD-160D2/E2 DEMO WALL SECTION 2 - EXISTING CONCRETE FIN CONNECTION

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1" = 1'-0"AD-160D2/E4 DEMO WALL SECTION 4

1" = 1'-0"AD-160D2/E3 DEMO WALL SECTION 3

NEW SHEARWALL RE. STRUCTURAL

u0113174

Code Compliance

LEVEL 5

LEVEL 4

LEVEL 3

PLAZA LEVEL

NEW CARBON FIBER (FRP)JACKET AROUND EXISTINGCOLUMN. SEESTRUCTURAL


NEW CONCRETE JACKETAROUND EXISTINGCOLUMN. SEESTRUCTURAL

NEW CONCRETE SHEARWALL. SEE STRUCTURAL





LEVEL 5

LEVEL 4

LEVEL 3

PLAZA LEVEL







LEVEL 5

LEVEL 4

LEVEL 3

PLAZA LEVEL





LEVEL 5

LEVEL 4

LEVEL 3

PLAZA LEVEL





BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AD-200D2/E

EXISTING EXTERIOR PHOTOS

UNIVERSITY OF UTAH


21974

CO

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NTSAD-200D2/E1 EXISTING PHOTO 1 - BUILDING EXTERIOR EAST

NTSAD-200D2/E2 EXISTING PHOTO 2 - BUILDING EXTERIOR WEST

NTSAD-200D2/E3 EXISTING PHOTO 3 - BUILDING EXTERIOR SOUTH

NTSAD-200D2/E4 EXISTING PHOTO 4 - BUILDING EXTERIOR NORTH

NTSAD-200D2/E5 EXISTING PHOTO 5 - COLUMN C2 & D2 SOFFIT

NTSAD-200D2/E6 EXISTING PHOTO 6




COLUMN C2

NEW CONCRETE JACKET AROUND EXISTING COLUMN. SEE STRUCTURAL

DEMO SOFFIT AS NEED TO GAIN ACCESS FOR SEISMIC RETROFIT . SALVAGE LIGHT FIXTURE HOUSING FOR REINSTALLATION

DEMO SOFFIT AS NEED TO GAIN ACCESS FOR SEISMIC RETROFIT . SALVAGE LIGHT FIXTURE HOUSING FOR REINSTALLATION

NEW CARBON FIBER (FRP) JACKET AROUND EXISTING COLUMN. SEE STRUCTURAL

COLUMN D2

COLUMN F2. E2.


PROTECT EXISTING STOREFRONT AS NEEDED

PROTECT EXISTING STOREFRONT AS NEEDED



NEW CONCRETE JACKET AROUND EXISTING COLUMN. SEE STRUCTURAL

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

SHELVES AT TYPICAL OFFICE.SALVAGE AS NEEDED TO GAIN ACCESS FOR SEISMIC RETROFIT.REINSTALL AFTERWARDS OR DISCARD PER TABLE AE-134E

EXISTING MAIL BOX TO BE RELOCATED BY USER.

DEMO EXISTING CABINETS.

EXISTING MECH DUCT & FIRE SUPPRESSION LINE, REMOVE/ REINSTALL AS NEEDED. RE. MECH

EXISTING WALL MOUNT COUNTER TO BE REMOVEDEXISTING WALL MOUNT COUNTER TO

BE REMOVED.

EXISTING CABINETS.SALVAGE TO GAIN ACCESS FOR SEISMIC RETROFIT. REINSTALL CABINETS. PROVIDE NEW PL. LAM. BACKSPLASH, AS SCHEDULED

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AD-201D2/E

EXISTING INTERIOR PHOTOS

UNIVERSITY OF UTAH


21974

CO

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NTSAD-201D2/E1 EXISTING PHOTO 10 - ROOM 334

NTSAD-201D2/E2 EXISTING PHOTO11 - ROOM 322 NORTH

NTSAD-201D2/E3 EXISTING PHOTO 12 - ROOM 322 SOUTH

NTSAD-201D2/E4 EXISTING PHOTO12A - ROOM 406

NTSAD-201D2/E5 EXISTING PHOTO13 - RM 410

NTSAD-201D2/E6 EXISTING PHOTO14 - RM 411

12" = 1'-0"AD-201D2/E7 EXISTING PHOTO15 - RM 310A

u0113174

Code Compliance

2

3

4

C D E F G H

1

B

5

J

KN-04.2

KN-04.2

KN-04.2

ADA ELEVATOR

OPEN BELOW

MAIN ADA ACCESS PATHWAY DURING CONSTRUCTION

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

AE-401D2/E

2

AE-404D2/E

2

AE-400D2/E

4

AE-402D2/E

5

AE-403D2/E

5

AE-200D2

1

AE-200D2

2

AE-200D24

AE-200D2 3

KN-02KN-02KN-02KN-02


KN-04.2

KN-04.2KN-04.2

KN-62 KN-62

ELEV.

ELEV. HALL

105'

-4"

14'-4

"26

'-4"

26'-4

"38

'-4"

177'-0"

33'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

EXTERIOR PLAZA

AE-404D2/E

2

AE-404D2/E

2

AE-404D2/E

2

AE-403D2/E

5

SIM.

SIM.

SIM.

SIM.

OPP.

AE-402D2/E

5

AE-401D2/E

2

AE-400D2/E

4

OPP.

OPP.

OPP.

KN-01

KN-01

KN-01

KN-01

KN-04.2

KN-04.2

KN-04.2

KN-04.2

KN-04.2

KN-04.2

AE-200D2

5

AE-200D2 5

SIM

SIM

AE-200D2 5

SIM

AE-200D2

5

AE-200D25

SIM

SIM

AE-200D25

SIM

19

AE-500D2/E

19

AE-500D2/E

19

AE-500D2/E

19

AE-500D2/E

19

AE-500D2/E

19

AE-500D2/E

19

AE-500D2/E

19

AE-500D2/E

CONSTRUCTION LEGEND



CONSTRUCTION GENERAL NOTE

1. ALL EXISTING CONDITIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. LAYOUT GRID LINES FOR EXISTING BUILDING STRUCTURE PRIOR TO LOCATE NEW CONSTRUCTION.

2. CONTRACTOR SHOULD NOTIFY ALL UNEXPECTED CONDITIONS THAT ARE NOT ON CONSTRUCTION DOCUMENTATION TO OWNER AND ARCHITECT.

3. ALL DOOR FRAMES TO BE LOCATED 4" MIN. FROM ADJACENT WALL UNLESS DIMENSIONED OTHERWISE.

4. SEE ENLARGED FLOOR PLAN FOR FURTHER DIMENSION & DETAIL CALL OUTS.

5. COORDINATE RENOVATION SEQUENCING AND SCHEDULE WITH USER.

6. SEE FINISH SCHEDULE FOR NEW FINISHES. MATCH TO EXISTING FINISH FOR PATCH AND DAMAGE REPAIR.

7. COORDINATE WITH 8TH FLOOR USERS FOR CONSTRUCTION SCOPE THAT REQUIRES ACCESS FROM BELOW.

EXISTING ELEMENTS

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-132D2

FLOOR PLAN - LEVEL 2

UNIVERSITY OF UTAH


21974

CO

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1529 EAST SOUTH CAMPUSDRIVE SALT LAKE CITY, UT 84112 1/8" = 1'-0"AE-132D2

1 FLOOR PLAN - LEVEL 2 (PLAZA) - PHASE D2

KEYED NOTES - NEW CONSTRUCTIONVALUE NOTE

KN-01 NEW CONCRETE JACKET AROUND EXISTING COLUMN. SEE STRUCTURALKN-02 NEW CARBON FIBER (FRP) JACKET AROUND EXISTING COLUMN. SEE STRUCTURALKN-04.2 NEW SHEAR WALL. ARCHITECTURAL CONCRETE. BOARD FORM PATTERN, MATCH TO EXISTING.

EXTERIOR PAINT FINISH. SEE STRUCTURALKN-62 VERIFY WORKING SPACE REQUIREMENT FOR CARBON FIBER WRAP INSTALLATION. PROTECT EXISTING

STOREFRONT AS REQUIRED.

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

NOTES:

1. PATCH AND REPAIR EXISTING FLUID APPLIED ROOFING2. NEW FLUID APPLIED ROOFING COMPATIBLE WITH EXISTING ROOFING MATERIAL3. NEW INSULATION TO REPLACE INSULATION REMOVED DURING DEMO.4. CUT SALVAGED PAVERS AS REQUIRED TO FIT AROUND NEW STRUCTURAL ELEMENTS AND REINSTALL5. REPLACE AND FLASHING THAT WAS DAMAGED OR REMOVED DURING DEMO.

u0113174

Code Compliance

UPUP

UP

2

3

4

C D E F G H

24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

120'-0"

26'-4

"26

'-4"

52'-8

"

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

KN-01 KN-01

KN-01 KN-01

KN-13

KN-50 KN-50 KN-50

KN-40KN-40 KN-40KN-40 KN-40KN-40

KN-25

KN-40 KN-40

KN-25 KN-25KN-25 KN-25KN-25

KN-25 KN-25


KN-52KN-52

AE-401D2/E

3

AE-400D2/E

5AE-402D2/E

6

333304

310326

336 301

302

303

305 306 309

316317

318319

320321327328

329330

331332

300L

300M 300G

300300A 300E

301A

KN-25

KN-04.2KN-04.2

AE-400D2/E

5

OPP.

AE-402D2/E

6

AE-401D2/E

3

OPP. OPP.

AE-403D2/E

6

AE-404D2/E

6

AE-404D2/E

6

AE-404D2/E

6

AE-404D2/E

6

AE-403D2/E

6

OPP.

SIM. SIM. SIM. SIM.

4

AE-301D2/E

334 335

307 308

311312313314

315

324325

KN-50

3

AE-301D2/E

KN-25 KN-25

EXT'G SHELVES TO BE RE-INSTALLED

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

88 SF322A

88 SF322B

322A

EQ EQ

18

AE-500D2/E

CONSTRUCTION LEGEND



CONSTRUCTION GENERAL NOTE

1. ALL EXISTING CONDITIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. LAYOUT GRID LINES FOR EXISTING BUILDING STRUCTURE PRIOR TO LOCATE NEW CONSTRUCTION.

2. CONTRACTOR SHOULD NOTIFY ALL UNEXPECTED CONDITIONS THAT ARE NOT ON CONSTRUCTION DOCUMENTATION TO OWNER AND ARCHITECT.

3. ALL DOOR FRAMES TO BE LOCATED 4" MIN. FROM ADJACENT WALL UNLESS DIMENSIONED OTHERWISE.

4. SEE ENLARGED FLOOR PLAN FOR FURTHER DIMENSION & DETAIL CALL OUTS.

5. SEE FINISH SCHEDULE FOR NEW FINISHES. MATCH TO EXISTING FINISH FOR PATCH AND DAMAGE REPAIR.

6. NO HEAVY EQUIPMENT ACCESS IS ALLOWED ON PLAZA LEVEL.

EXISTING ELEMENTS

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

120'-0"

26'-4

"26

'-4"

52'-8

"

KN-01 KN-02 KN-02 KN-01

KN-50 KN-50

KN-01 KN-01

KN-25KN-25 KN-25KN-25

KN-40KN-40 KN-40KN-40KN-13KN-20

KN-52

KN-52

AE-400D2/E

8

AE-403D2/E

7

425 426 427 428311 SF

404

400

424

423

422

421 419

418

417

416

415A

415B

414

413

415C420

412

411 408

407A

407 406

400G

437435

400A 400E

KN-04.2KN-04.2

KN-26

KN-25KN-25

KN-04.2

KN-26KN-26KN-26

AE-403D2/E

7

OPP.

AE-400D2/E

8

OPP.

AE-402D2/E

7AE-402D2/E

7

OPP.

4" 1'-2

"

415

4

AE-301D2/E

429 430 431 162 SF401

410 409

2

AE-301D2/E3

AE-301D2/E

AE-401D2/E

4

AE-401D2/E

3

NEW WALL-MOUNT COUNTERTOPS, MATCH EXISTING SIZE; REF: FINISH SCHEDULE. REF: 18/AE500D2/E FOR COUNTER EDGE DETAIL.

404A

14'-2" 27'-10"

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AE-133E

FLOOR PLAN - LEVEL 3 & 4

UNIVERSITY OF UTAH


21974

CO

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TIO

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TS



1/8" = 1'-0"AE-133E1 FLOOR PLAN - LEVEL 3 (OFFICES)

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1/8" = 1'-0"AE-133E2 FLOOR PLAN - LEVEL 4 (OFFICES)


KN-01 NEW CONCRETE JACKET AROUND EXISTING COLUMN. SEE STRUCTURALKN-02 NEW CARBON FIBER (FRP) JACKET AROUND EXISTING COLUMN. SEE STRUCTURALKN-04.2 NEW SHEAR WALL. ARCHITECTURAL CONCRETE. BOARD FORM PATTERN, MATCH TO EXISTING.

EXTERIOR PAINT FINISH. SEE STRUCTURALKN-13 INSTALL NEW FLOOR FINISH AS SCHEDULED.KN-20 INSTALL NEW WALL FINISH WHERE REMOVED/DAMAGED, MATCH WITH EXISTINGKN-25 SEISMIC RETROFIT FOR PRECAST CONCRETE FINS AT WINDOWS. ALSO SEE STRUCTURAL.KN-26 SEISMIC RETROFIT FOR FULL HEIGHT INFILL PANEL. ALSO SEE STRUCTURAL.KN-40 NEW WINDOW WITH CUSTOM MULLIONS TO MATCH EXISTING, INSULATED GLAZING, FRAME FINISH TO

MATCH EXISTINGKN-50 APPLY NEW STUCCO FINISH ON CARBON FIBER (FRP) WRAP. EXTERIOR PAINT FINISH.KN-52 APPLY NEW PAINT ON ENTIRE WALL, CEILING, SOFFIT OR SURFACE IN ROOM FROM CORNER TO

CORNER WHERE ANY PORTION OF THE WALL, CEILING, SOFFIT OR SURFACE HAS NEW CONSTRUCTION.

u0113174

Code Compliance

UPUP

UP

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

333

RB1 CPT1P1 304

RB1 CPT1P1

310

RB1 CPT1P1

P4

326

RB1 CPT1P1

P6

336

RB1 CPT1P1

301

RB1 CPT1P1

302

303

RB1 CPT1P1

P7

305 306 309

316317

318319

320321327328

329330

331332

300L

300M 300G

300300A 300E

301A

RB1 CPT1P1

D1C

D1C

334

RB1 CPT1P1

335

RB1 CPT1P1 307

RB1 CPT1P1

308

RB1 CPT1P1

D1C D1C D1C D1C D1C D1C D1C

H3C

H3CH3CH3C

D1C

D1CD1CD1C H3CH3CD1CD1CD1CD1CH3CH3C

H3C

D1C D1C

H3C H3C

H3CH3CH3CH3CH3CH3C

H3CH3CH3CH3C

H3C

H3C

EXTEND H3C TO ABOVE WINDOW. TYP AT ALL WINDOWS


325

RB1 CPT1P1

324

RB1 CPT1P1

P6

315

RB1 CPT1P1314

RB1 CPT1P1

313

RB1 CPT1P1

P4

312

RB1 CPT1P1

P5

311

RB1 CPT1P1

H1A H1A

H1A H3C

REMOVE/ REINSTALL BASE CABINETS; REPLACE COUNTERTOP - PL2

REMOVE/ REINSTALL BASE CABINETS & COUNTERTOP

NOTE: REINSTALL REMOVED/DAMAGED WALL FINISH, BASE. MATCH EXISTING. TYP WITHIN WORKING AREA. NEW FLOOR FINISH AS SCHEDULED.

P4

P5P4

322A

RB1 CPT1P1

P7

322B

RB1 CPT1P1

P6

P6D1CP7

P6

P6

P7

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

D1C D1C

425

RB1 CPT1P1

426

RB1 CPT1P1

427

RB1 CPT1P1

428

RB1 CPT1P1

P7

404

RB1 CPT1P1

P4

400

424

423

422

421 419

418

417

416

415A

415B

414

413

415C

RB1 CPT1P1420

RB1 CPT1P1

412

411

RB1 CPT1P1

P5408

RB1 CPT1P1

P4

407A

RB1 CPT1P1

407

RB1 CPT1P1

406

RB1 CPT1P1400G

437435

400A 400E

H3C

H3C

415

H3C

NOTE: REINSTALL REMOVED/DAMAGED WALL FINISH, BASE. MATCH EXISTING. TYP WITHIN WORKING AREA. NEW FLOOR FINISH AS SCHEDULED.

H3C

H3C

H3CH3CD1CD1CD1CD1CD1CH3C H3CH3CH3CH3CH3C


H3C

D1C D1C D1CH3C


EXTEND H3C TO ABOVE WINDOW. TYP AT ALL WINDOWS 429

RB1 CPT1P1

430

RB1 CPT1P1

P6

431

RB1 CPT1P1

P4

401

RB1 CPT1P1

409

RB1 CPT1P1

P7

410

RB1 CPT1P1

H3C D1C H3CD1C H3C

H3C

H1A

H1A H1AH3C


D1C

D1C

D1C

P5

P4

P4P6

P7

P7 P4

FINISH KEYWALL

BASE

FLOOR

WALL

BASE

FLOOR

P PAINTED GYP. BOARDPX PATCH, REPAIR AND FINISH TO MATCH ADJ. WALLS

RB1 RUBBER BASERBX REUSE EXISTING BASE. MATCH EXISTING WHERE

ADDITIONAL BASE IS REQUIRED

CPT1 CARPET TILE

NOTES:1. WALL TYPE TO CONTINUE AT DOOR & WINDOW OPENINGS

(TOP & BOTTOM) U.N.O.2. THE INTENT OF ACOUSTICAL PARTITIONS IS TO ACHIEVE AS

HIGH AN STC RATING AS POSSIBLE WITHOUT USING ACOUSTICAL SEALANT. RUN GYPSUM BOARD AS TIGHT AS POSSIBLE AT FLOORS, CEILINGS & PENETRATIONS U.N.O.

EXTEND TOP OF ACOUSTIC WALL TO BOTTOM OF WAFFLE SLAB.

3. USE WATER RESISTANT GYPSUM BOARD AT ALL WET WALL LOCATIONS, TYP.

1. STENCIL FIRE-RATED WALLS 6" ABOVE ACCESSIBLE CEILINGS, OR AT TOP OF WALL WHERE NO CEILING IS SCHEDULED, THE FOLLOWING: FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS. REPEAT STENCILING EVERY 30' FOR THE ENTIRE LENGTH OF THE WALL IN 1/2" MIN. HEIGHT LETTERING.

WALL TYPES LEGEND

6"

WALL TYPE H1A

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

5/8" GYPSUM BOARD TO 6" ABOVEFINISHED CEILING

CEILING AS SCHDULED

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

WALL TYPE H4A

6"

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


CEILING AS SCHDULED


WALL TYPE H2A

6"



CEILING AS SCHDULED


WALL TYPE H3A

6"



CEILING AS SCHDULED


WALL TYPE T1A


(2) LAYERS 5/8" TYPE X GYPSUMBOARD TO STRUCTURE ABOVE


BULKHEAD

3-5/8" STEEL STUD TO STRUCTUREABOVE

CEILING AS SCHDULED

STC 45

WALL TYPE D1C


5/8" GYPSUM BOARD TO DECK

3" FIBERGLASS SOUND ATTENUATIONBLANKET



WALL TYPE H3C


5/8" GYPSUM BOARD TOBOTTOM OF STRUCTURECEILING AS SCHDULED


EXTE

RIOR

WAL

L

11/2" AIRSPACEPOLYURETHANE CLOSED CELL SPRAY FOAM INSULATION, 1 1/2" CONTINUOUS, 1 1/2" BETWEEN STUDS, TOTAL 3" FORM INSULATION

WALL TYPE H4C




POLYURETHANE CLOSED CELL SPRAY FOAM INSULATION, MIN 2"

*INSTALL PLYWOOD BOARD FOR WALL MOUNTED AV RACK AT CONTROL ROOMS.

*INSTALL PLYWOOD BOARD FOR WALL MOUNTED AV RACK AT CONTROL ROOMS.

6"

WALL TYPE D1A



CEILING AS SCHDULED



STC 45

WALL TYPE D1C



3" FIBERGLASS SOUND ATTENUATIONBLANKET



BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-134E

WTFI PLAN - LEVEL 3 & 4

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

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UM

EN

TS



1/8" = 1'-0"AE-134E1 WTFI PLAN - LEVEL 3 (OFFICES)

1/8" = 1'-0"WTFI PLAN - LEVEL 4 (OFFICES)

NOTES:1. WALL TYPE TO CONTINUE AT DOOR & WINDOW OPENINGS (TOP & BOTTOM) U.N.O.2. THE INTENT OF ACOUSTICAL PARTITIONS IS TO ACHIEVE AS HIGH AN STC RATING AS POSSIBLE WITHOUT USING ACOUSTICAL SEALANT. RUN GYPSUM BOARD AS TIGHT AS POSSIBLE AT FLOORS, CEILINGS & PENETRATIONS U.N.O. EXTEND TOP OF ACOUSTIC WALL TO BOTTOM OF WAFFLE SLAB.3. USE WATER RESISTANT GYPSUM BOARD AT ALL WET WALL LOCATIONS, TYP.4. STENCIL FIRE-RATED WALLS 6" ABOVE ACCESSIBLE CEILINGS, OR AT TOP OF WALL WHERE NO CEILING IS SCHEDULED, THE FOLLOWING: FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS. REPEAT STENCILING EVERY 30' FOR THE ENTIRE LENGTH OF THE WALL IN 1/2" MIN. HEIGHT LETTERING.

TABLE FOR SHELVE REINSTALLATION AT OFFICES

ROOM 301AROOM 410

u0113174

Code Compliance

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

LOBBY

KN-04.2

KN-04.2

KN-04.2

KN-32

KN-32KN-32

KN-04.2


KN-32

KN-04.2 KN-04.2EXISTING STUCCO CEILING

200

KN-33KN-33


KN-33KN-33

TYP

TYP

TYP

TYP

Lay-in Light Fixture

SYMBOL LEGEND

NOTE: 1. AV EQUIPMENT TO BE PROVIDED BY UNIVERSITY. 2. MECHANICAL AND ELECTRICAL DATA SHOWN FOR REFERENCE ONLY. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. ANY CONFLICTS SHOULD BE ADDRESSED WITH ARCHITECT AS SOON AS POSSIBLE.3. UNLESS NOTED OTHERWISE, PROVIDE FRAMED GYP. BD. HEADER/ BULKHEAD TYPE T1A AT EDGE WHERE ADJACENT CEILINGS HAVE DIFFERENT ELEVATIONS. 4.EXISTING EXPOSED CEILING TO BE PAINTED WITH P3.

Suspended or SurfaceMounted Linear Light

Recessed Light Fixture

Mechanical Diffuser - Supply

Mechanical Diffuser - Return

2' x 4' LAY-IN ACOUSTICAL TILE IN SUSPENDED GRID

RCP LEGEND

TYPE A


TYPE B

5/8" GYPSUM BOARD (PAINTED) METAL SUSPENSION SYSTEM

TYPE C

EXPOSED STRUCTURETYPE D

ROOM #

TYPE

ELEVATION

A9'-0"

EXISTING CEILING FINISHEX

STUCCO ON PLYWOODTYPE E

WINDOW TREATMENT LEGEND

SHD MANUAL SINGLE SUNSHADE

Access panel

Fire Rated Access panelF

BRANSONNO. 134955

JOHN

NS E D

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IC

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ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AE-152D2

RCP - LEVEL 2

UNIVERSITY OF UTAH


21974

CO

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1/8" = 1'-0"AE-152D21 REFLECTED CEILING PLAN - LEVEL 2 (PLAZA)


KN-04.2 NEW SHEAR WALL. ARCHITECTURAL CONCRETE. BOARD FORM PATTERN, MATCH TO EXISTING.EXTERIOR PAINT FINISH. SEE STRUCTURAL

KN-32 REINSTALL/REPAIR PLAZA SOFFIT AS REQUIRED. MATCH SOFFIT FINISH TO EXISTING.KN-33 REINSTALL SALVAGED LIGHT FIXTURE HOUSING WHERE REMOVED. REPLACE LAMP WITH NEW LED PER

ELECTRICAL DRAWING. TYPICAL AT ALL FIXTURES ALONG SOFFIT PERIMETERS.

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

333 334 335 336301

302

303 304

305 306

307 308

309

310

316317

318319

320321

326

327328

329330

331332

300L

300M 300G

300300A 300E

301A

ELEV.

B

8' - 0"

B

8' - 0"325 324

315

314 313 312 311322A 322B

SHDSHDSHDSHDSHD SHDSHDSHD

SHD SHD SHD SHDSHDSHDSHDSHDSHDSHD

KN-83

KN-83KN-83KN-83

KN-83 KN-83 KN-83 KN-83KN-83KN-83

2

3

4

C D E F G H

C2 D2 E2 F2 G2 H2

C4 D4 E4 F4 G4 H4

425 426 427 428

404

435 437

400E

406407

408

412

413

414

416

417

418

419421

422

423

424

400A

415A

415B

415C

400G

400

407A

12

AE-500D2/E

ELEV.

429430

431401

409

410411420

B

9' - 4"

B

8' - 0" B

8' - 0"

B

8' - 0"

B

8' - 0"

B

8' - 0"

17

AE-500D2/E

B

8' - 0"

SHD SHDSHD

SHDSHDSHD SHD

SHD

KN-83KN-83

KN-83KN-83

F.V. EXISTING CLG HEIGHT

Lay-in Light Fixture

SYMBOL LEGEND

NOTE: 1. AV EQUIPMENT TO BE PROVIDED BY UNIVERSITY. 2. MECHANICAL AND ELECTRICAL DATA SHOWN FOR REFERENCE ONLY. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. ANY CONFLICTS SHOULD BE ADDRESSED WITH ARCHITECT AS SOON AS POSSIBLE.3. UNLESS NOTED OTHERWISE, PROVIDE FRAMED GYP. BD. HEADER/ BULKHEAD TYPE T1A AT EDGE WHERE ADJACENT CEILINGS HAVE DIFFERENT ELEVATIONS. 4.EXISTING EXPOSED CEILING TO BE PAINTED WITH P3.

Suspended or SurfaceMounted Linear Light

Recessed Light Fixture

Mechanical Diffuser - Supply

Mechanical Diffuser - Return


RCP LEGEND

TYPE A


TYPE B

5/8" GYPSUM BOARD (PAINTED) METAL SUSPENSION SYSTEM

TYPE C

EXPOSED STRUCTURETYPE D

ROOM #

TYPE

ELEVATION

A9'-0"

EXISTING CEILING FINISHEX

STUCCO ON PLYWOODTYPE E

WINDOW TREATMENT LEGEND

SHD MANUAL SINGLE SUNSHADE

Access panel

Fire Rated Access panelF

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AE-153E

RCP - LEVEL 3 & 4

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

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EN

TS



1/8" = 1'-0"AE-153E1 REFLECTED CEILING PLAN - LEVEL 3 (OFFICE)

1/8" = 1'-0"AE-153E2 REFLECTED CEILING PLAN - LEVEL 4 (OFFICE)


KN-83 NEW LIGHTING FIXTURE, RE. ELEC

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

LEVEL 1 (CLASSROOM, 4687' -0")

100' - 0"

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

CDEFGH

Level 6164' - 9"

Level 7175' - 9"

Level 8186' - 9"

Level 9197' - 9"

Level 10208' - 9"

Level 11219' - 9"

LEVEL 12230' - 9"

LEVEL 13241' - 9"

LEVEL 14 (PENTHOUSE)252' - 9"

ELEVATOR MACHINE ROOM270' - 9"

KN-25 KN-25

KN-25 KN-25 KN-25KN-01

KN-02KN-02 KN-02

KN-02

KN-01

KN-04.2

KN-04

KN-04

KN-04.2

KN-04

KN-04KN-26

12

AE-500D2/E

1 1/2" REVEAL1 1/2" REVEAL

1 1/2" REVEAL 1 1/2" REVEAL

AE-200D2

5

17

AE-500D2/E

15

AE-500D2/E

2

AE-301D2/E

3

AE-301D2/E

TYP TYP


100' - 0"

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

C D E F G H

Level 6164' - 9"

Level 7175' - 9"

Level 8186' - 9"

Level 9197' - 9"

Level 10208' - 9"

Level 11219' - 9"

LEVEL 12230' - 9"

LEVEL 13241' - 9"



KN-25

KN-01 KN-02KN-02 KN-01KN-02KN-02

KN-25 KN-25 KN-25 KN-25

KN-26 KN-26 KN-26KN-2512

AE-500D2/E KN-25

3

AE-301D2/ETYP3

AE-301D2/ETYP


100' - 0"

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

234

Level 6164' - 9"

Level 7175' - 9"

Level 8186' - 9"

Level 9197' - 9"

Level 10208' - 9"

Level 11219' - 9"

LEVEL 12230' - 9"

LEVEL 13241' - 9"



FOUNDATION97' - 4"

KN-01

KN-04.2

KN-01

KN-04.2

12

AE-500D2/E

15

AE-500D2/E


100' - 0"

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

2 3 4

Level 6164' - 9"

Level 7175' - 9"

Level 8186' - 9"

Level 9197' - 9"

Level 10208' - 9"

Level 11219' - 9"

LEVEL 12230' - 9"

LEVEL 13241' - 9"



KN-01KN-01

KN-04.2KN-04.2

12

AE-500D2/E

15

AE-500D2/E

EQ1'

-4"

1'-4

"1'

-4"

1'-4

"1'

-4"

EQ

EQ 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" EQ

15

AE-500D2/E

3/4" DIAMETER TIE-HOLE

6" 4" 8" 4" 6"

NOTE: EXTERIOR PAINT TO MATCH EXISTING.

1. COLUMNS AND BEAMS : SONNEBORN FLEX TEX, COLOR: PARKLAND 242M2. RIBBED CONCRETE INFILL PANELS: SONNEBORN COLOR FLEX, COLOR: UTAH GRAY(CUSTOM)3. SUNSHADES : SONNEBORN FLEX FLEX, COLOR: PARCHMENT 241P

EXISTING PICTURE FOR REFERENCE:

KNOCK DOWN CONCRETE FINS FORMED BY GAPS IN WOOD FORM LINERS TO MATCH EXISTING BUILDING CONCRETE WALLS

BRANSONNO. 134955

JOHN

NS E D

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IC

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HA R C

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CT

UOFTAH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

05/01/ 2017

2012.093.03

AE-200D2

EXTERIOR ELEVATIONS

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

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EN

TS



1/16" = 1'-0"AE-200D21 BUILDING ELEVATION - EAST

1/16" = 1'-0"AE-200D22 BUILDING ELEVATION - WEST

1/16" = 1'-0"AE-200D24 BUILDING ELEVATION - SOUTH

1/16" = 1'-0"AE-200D23 BUILDING ELEVATION - NORTH

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E


KN-01 NEW CONCRETE JACKET AROUND EXISTING COLUMN. SEE STRUCTURALKN-02 NEW CARBON FIBER (FRP) JACKET AROUND EXISTING COLUMN. SEE STRUCTURALKN-04 NEW CONCRETE SHEAR WALL. SEE STRUCTURALKN-04.2 NEW SHEAR WALL. ARCHITECTURAL CONCRETE. BOARD FORM PATTERN, MATCH TO EXISTING.

EXTERIOR PAINT FINISH. SEE STRUCTURALKN-25 SEISMIC RETROFIT FOR PRECAST CONCRETE FINS AT WINDOWS. ALSO SEE STRUCTURAL.KN-26 SEISMIC RETROFIT FOR FULL HEIGHT INFILL PANEL. ALSO SEE STRUCTURAL.

1/2" = 1'-0"AE-200D25 TIEHOLE PATTERN

u0113174

Code Compliance

4

Level 9197' - 9"

Level 10208' - 9"

8'-0

"

EXISTING PRECAST CONCRETE FIN, CONNECTIONAT PERIMETER TO BE RETROFITTED. RE. STRUCTURAL

WALL AS SCHEDULED

AE-500D2/E

3

LEVEL 3131' - 9"

LEVEL 4142' - 9"

4

Level 9197' - 9"

Level 10208' - 9"

WALL AS SCHEDULED

AE-500D2/E

4

AE-500D2/E

5

AE-500D2/E

13

LEVEL 3131' - 9"

LEVEL 4142' - 9"

SEISMIC RETROFIT FOR PRECASTCONCRETE FINS AT WINDOWS. ALSO SEESTRUCTURAL.

8'-0

"

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

234

437

309 300 307

404400400G407407A

300G

EXTERIOR PLAZA

NEW SHEAR WALL.ARCHITECTURALCONCRETE. BOARD FORMPATTERN, MATCH TOEXISTING. EXTERIOR PAINTFINISH. SEE STRUCTURAL


WALL ASSCHEDULED

WALL ASSCHEDULED


SEISMIC RETROFIT FORPRECAST CONCRETE FINSAT WINDOWS. ALSO SEESTRUCTURAL.

SEISMIC RETROFIT FORFULL HEIGHT INFILLPANEL. ALSO SEESTRUCTURAL.

AE-301D2/E

3

AE-301D2/E

2

WALL ASSCHEDULED

WALL ASSCHEDULED

311

AE-500D2/E

19

REINSTALL DAMAGED BATT INSULATION

BRANSONNO. 134955

JOHN

NS E D

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IC

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ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-301D2/E

BUILDING SECTION AND WALLSECTIONS

UNIVERSITY OF UTAH


21974

CO

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TR

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TS



1/2" = 1'-0"AE-301D2/E2 TYPICAL WALL SECTION AT CONCRETE PANEL

1/2" = 1'-0"AE-301D2/E3 TYPICAL WALL SECTION AT WINDOW

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1/4" = 1'-0"AE-301D2/E4 BUILDING SECTION - LEVEL 2-5

u0113174

Code Compliance

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

NORTH FACADEEAST FACADE

REMOVE/REPLACE WATER PROOF MEMBRANE INSULATION & PLAZA PAVERS AS NEEDED. CONNECT NEW SEARWALL REBAR TO COUPLERS THAT ARE INSTALLED IN PHASE B&C.

EXISTING PLAZA STRUCTURE.NO HEAVY EQUIPMENT ACCESS ALLOWED.

EXTERIOR PAINT TO MATCH EXISTING

NEW CONCRETE JACKET AROUNDEXISTING COLUMN. SEE STRUCTURAL


NEW SHEAR WALL. ARCHITECTURALCONCRETE. BOARD FORM PATTERN,MATCH TO EXISTING. EXTERIOR PAINTFINISH. SEE STRUCTURAL


12

AE-500D2/E

DISCONNECT TOP OFPRECAST CONCRETE FINSAND RESECURED IN PLACE.RE. STRUCTURAL

NEW WINDOW WITHCUSTOM MULLIONS TOMATCH EXISTING,INSULATED GLAZING,FRAME FINISH TO MATCHEXISTING

2

C

333

REMOVE PRECASTCONCRETE FINS. ALSO SEESTRUCTURAL.

REMOVE WINDOW

DEMO WALL BELOW WINDOW

2

C


EXTERIOR PAINT TOMATCH EXISTING



REINSTALL INSULATION &FLUID APPLIED MEMBRANEWHERE REMOVED FORSEISMIC RETROFIT.REINSTALL PAVERS,ADJUST SIZE AS NEEDED.SURFACE TO MEET ADAREQUIREMENT.



4"

19

AE-500D2/E

2

C




NEW WALL FINISH PERFINISH SCHEDULE

INSTALL NEW FLOORFINISH AS SCHEDULED.


333

EXIS

TIN

G CO

NCR

ETE

WAL

L

4"

WALL AS SCHEDULED


2

C






425 NEW SHEAR WALL.ARCHITECTURALCONCRETE. BOARD FORMPATTERN, MATCH TOEXISTING. EXTERIOR PAINTFINISH. SEE STRUCTURAL

4"

2

C

REMOVE PRECASTCONCRETE FINS. ALSO SEESTRUCTURAL.

REMOVE WINDOW

425


2

C

REMOVE PAVERS, SALVAGEFOR REINSTALLREMOVE PAVERS, SALVAGEFOR REINSTALL

BRANSONNO. 134955

JOHN

NS E D

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IC

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ATE

HA R C

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CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-400D2/E

ENLARGED COLUMN PLAN/3DVIEW - C2,H2

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS



AE-400D2/E1 3D VIEW - COLUMN C2 - PHASE D2/E

1" = 1'-0"AE-400D2/E7 ENLARGED DEMO PLAN - C2 - LEVEL 3

1" = 1'-0"AE-400D2/E4 ENLARGED PLAN - C2 - LEVEL 2




1" = 1'-0"AE-400D2/E10 ENLARGED DEMO PLAN - C2 - LEVEL 2 (PLAZA)

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1" = 400'-0"AE-400D2/E6 COLUMN PHOTO - C2

1" = 400'-0"AE-400D2/E11 COLUMN PHOTO - H2

u0113174

Code Compliance

2

D

NEW CARBON FIBER (FRP) JACKETAROUND EXISTING COLUMN. SEESTRUCTURAL

APPLY NEW STUCCOFINISH ON CARBON FIBER(FRP) WRAP. EXTERIORPAINT FINISH.


4"1'

-2"



2

D





WALL AS SCHEDULED



WALL AS SCHEDULED335

4"


NEOPRENE SOUND STOPS,INSTALL AT ALL WALL TO WINDOW TERMINDATION

2

D


2

D

REMOVE WINDOWSECTION


REMOVE PRECASTCONCRETE FIN'SCONNECTION PER SEISMICRETROFIT. ALSO SEESTRUCTURAL.

REMOVE FRAMED WALLS ANDASSOCIATED FINISHES AND MEPELEMENTS.

REMOVE CONCRETE FINS,WINDOW, STOREFRONT(GLAZING AND FRAME)AND WALL BELOWINCLUDING INTERIORFINISH

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

EAST FACADE





APPLY NEW STUCCO FINISH ON CARBONFIBER (FRP) WRAP. EXTERIOR PAINTFINISH.






17

AE-500D2/E

2

G





WALL AS SCHEDULEDWALL AS SCHEDULED

404

SEISMIC RETROFIT FORFULL HEIGHT INFILLPANEL. ALSO SEESTRUCTURAL.

2

G


REMOVE FRAMED WALLS ANDASSOCIATED FINISHES AND MEPELEMENTS.

REMOVE CONCRETE FINS,WINDOW, STOREFRONT(GLAZING AND FRAME)AND WALL BELOWINCLUDING INTERIORFINISH

SAWCUT ALONG PRECAST INFILL PANELPERIMETER PER SEISMIC RETROFIT. ALSOSEE STRUCTURAL.

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-401D2/E

ENLARGED COLUMN PLAN/3DVIEW - D2, G2

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS



AE-401D2/E1 3D VIEW - COLUMN D2 - PHASE D2/E

1" = 1'-0"AE-401D2/E2 ENLARGED PLAN - D2 - LEVEL 2

1" = 1'-0"AE-401D2/E3 ENLARGED PLAN - D2 - LEVEL 3 & 4

1" = 1'-0"AE-401D2/E5 ENLARGED DEMO PLAN - D2 - LEVEL 2 (PLAZA)

1" = 1'-0"AE-401D2/E6 ENLARGED DEMO PLAN - D2 - LEVEL 3 & 4

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1" = 400'-0"AE-401D2/E8 COLUMN PHOTO - D2

1" = 400'-0"AE-401D2/E9 COLUMN PHOTO - G2

1" = 1'-0"AE-401D2/E4 ENLARGED PLAN - G2 - LEVEL 4

1" = 1'-0"AE-401D2/E7 ENALRGED DEMO PLAN - G2 - LEVEL 4

u0113174

Code Compliance

2

E


2

E






2

E




REMOVE PARTITION WALL AS NEED TOGAIN WORKING SPACE

2

E




200

2

E





WALL AS SCHEDULED



301

2

E


WALL AS SCHEDULED



WALL AS SCHEDULED

E2F2

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

EAST FACADE





17

AE-500D2/E

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-402D2/E

ENLARGED COLUMN PLAN/3DVIEW - E2, F2

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS



AE-402D2/E1 3D VIEW - COLUMN E2 - PHASE D2/E

1" = 1'-0"AE-402D2/E2 ENLARGED DEMO PLAN - E2 - LEVEL 2 (PLAZA)

1" = 1'-0"AE-402D2/E3 ENLARGED DEMO PLAN - E2 - LEVEL 3

1" = 1'-0"AE-402D2/E4 ENLARGED DEMO PLAN - E2 - LEVEL 4

1" = 1'-0"AE-402D2/E5 ENLARGED PLAN - E2 - LEVEL 2



PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1" = 400'-0"AE-402D2/E8 COLUMN PHOTO - E2

1" = 400'-0"AE-402D2/E9 COLUMN PHOTO - F2

u0113174

Code Compliance

4

C


4

C

DISCONNECT WELDING ATFIN HEADER. RE. STRUC


REMOVE WINDOW


REMOVE PARTITION WALLSAND ASSOCIATEDFINISHES AND MEPELEMENTS.

4

C

REMOVE FURRING WALL

SAWCUT ALONG PRECAST INFILL PANELPERIMETER PER SEISMIC RETROFIT. ALSOSEE STRUCTURAL.

REMOVE PARTITION WALLS ANDASSOCIATED FINISHES AND MEPELEMENTS.

4

C





4

C





WALL AS SCHEDULED



326

EXISTING WALL

4

C





WALL AS SCHEDULEDWALL AS SCHEDULED

420


REMOVE EXIST PRECAST WALL AS REQUIRED TO INSTALL NEW CONC COLUMN JACKET

EXISTING WALL

C4

H4

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

REMOVE/REPLACE WATER PROOF MEMBRANE INSULATION & PLAZA PAVERS AS NEEDED. CONNECT NEW SEARWALL REBAR TO COUPLERS THAT ARE INSTALLED IN PHASE B&C. RE. STRUCTURAL


NORTH FACADE

WEST FACADE


NEW CONCRETE JACKET AROUNDEXISTING COLUMN. SEE STRUCTURAL



12

AE-500D2/E

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-403D2/E

ENLARGED COLUMN PLAN/3DVIEW - C4, H4

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS



AE-403D2/E1 3D VIEW - COLUMN C4 - PHASE D2/E

1" = 1'-0"AE-403D2/E2 ENLARGED DEMO PLAN - C4 - LEVEL 2 (PLAZA)






PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1" = 400'-0"AE-403D2/E8 COLUMN PHOTO - C4

1" = 400'-0"AE-403D2/E9 COLUMN PHOTO - H4

u0113174

Code Compliance

4

D




4

D


4

D

REMOVE FURRING WALL BELOWWINDOW



REMOVE PARTITION WALL AS NEED TOGAIN WORKING SPACE

4

D


WALL AS SCHEDULED


WALL AS SCHEDULED



324

NEOPRENE SOUND STOPS,INSTALL AT ALL WALL TOWINDOW TERMINDATION

D4

E4

G4

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

LEVEL 3131' - 9"






BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-404D2/E

ENLARGED COLUMN PLAN/3DVIEW - D4, E4, F4, G4

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

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UM

EN

TS



AE-404D2/E1 3D VIEW - COLUMN D4 - PHASE D2/E

1" = 1'-0"AE-404D2/E2 ENLARGED PLAN - D4 - LEVEL 2 (PLAZA)

1" = 1'-0"AE-404D2/E3 ENLARGED DEMO PLAN - D4 - LEVEL 2 (PLAZA)

1" = 1'-0"AE-404D2/E4 ENLARGED DEMO PLAN - D4 - LEVEL 3

1" = 1'-0"AE-404D2/E6 ENLARGED PLAN - D4 - LEVEL 3

PHASE BPHASE C

PHASE D

PHASE KEY

PHASE D2&E

1" = 400'-0"AE-404D2/E8 COLUMN PHOTO - D4

1" = 400'-0"AE-404D2/E9 COLUMN PHOTO - E4

1" = 400'-0"AE-404D2/E10 COLUMN PHOTO - F4

1" = 400'-0"AE-404D2/E11 COLUMN PHOTO - G4

F4

u0113174

Code Compliance

EXISTING CONCRETE BEAM

EXISTING CONCRETE INFILL PANEL. SEE STRUC. FOR SEISMIC RETROFIT

CONTINUOUS SEALANT AND BACKER ROD

WALL AS SCHEDULED

RE. STRUC. FOR SEISMIC RETROFIT

CEILING WHERE OCCURS

EXISTING CONCRETE WALL

WALL AS SCHEDULED

CEILING WHERE OCCURS

CONTINUOUS SEALANT W/ BACKER ROD


J BEAD

SHADE AS SCHED.

CONTINUOUS SEALANT W/ BACKER ROD

EXISTING CONCRETE WALL

WOOD WINDOW SILL, MATCH EXISTING

STEEL TUBE, RE. STRUC.

WALL AS SCHEDULED

SHIM AS REQUIRED


METAL KICKERS AT 48" O.C. WHERE PARTITION EXCEEDS 8 LIN. FEET W/OUT PERPENDICULAR SUPPORT

METAL STUDS

SUSPENDED CEILING

5/8" GYPSUM BOARD, EA. SIDE

METAL WALL ANGLE

4"

SHOOT BOTTOM TRACK TO SLAB AT 48" O.C.

VCT PER FINISH SCHEDULE

FRAMING

INSULATION PER TOP OF WALL DETAILS

BASE PER FINISH SCHEDULE

5/8" GYP. BOARD

CARPET PER FINISH SCHEDULE

RUBBER TRANSITION STRIP

SCHEDULED CARPET TILECONCRETE SLAB

DOOR & FRAME, WHERE OCCURS

SCHEDULED VINYL TILE

1/8" POP RIVET ON ALL MEMBERS @ TWO ADJACENT WALLS ONLY

2" CLIP ANGLE, ATTACH TO WALL

SCHED. CEILING TILE

CEILING GRID MAIN RUNNER OR CROSS TEE GRID PERPENDICULAR TO CEILING NOT ATTACHED TO CLOSURE ANGLE (TWO ADJACENT WALLS)

HANGER 12 GA. @ 12'-0" O.C. MAX.

NOTE 1 - ALL HANGER WIRES TO BE IN LINE WITH ATTACHED COMPONENT OR SHALL BE COUNTER SLOPED NOT GREATER THAN 1/6

NOTE 2 - ALL HANGER WIRES TO BE TAUT AND TIED BOTH ENDS W/ MIN. OF 4 TURNS IN 1" OF RUN.

6" MAX. 6" MAX.

WALL AS SCHEDULED

EXISTING CONCRETE INFILL PANEL. SEE STRUC. FOR SEISMIC RETROFIT

CONTINUOUS SEALANT AND BACKER ROD

EXISTING CONCRETE COLUMN

SCH

EDU

LED

C

EILI

NG

HEI

GH

T

SCHEDULED CEILING

2"

SEERCP

Level 5153' - 9"

1/4" / 12"

EXISTING COLUMN

NEW CONCRETE COLUMN JACKET

METAL FLASHING

SEALANT

8"

MA

X

1"

SEALANT EXISTING COLUMN SURFACE TO BE ROUGHENED, RE. STRUC

CREATE CONTINUOUS RECESS AND INSERT TOP OF METAL FLASHING, DO NOT OVERCUT.

EXTENDED DAMAGE ON COLUMN SURFACE TO BE REPAIRED WITH SIKAGARD 550W ELASTOCOLR, OR ENGINEER APPROVED EQUAL FROM END TO END ON FACE REPAIRED. PAINT TO MATCH EXISTING.

1

1"

1/2" MAX

AS

IND

ICA

TED

AS

IND

ICA

TED

3/4

"3

/4"

3/4"

45° TYP45° TYP

SECTION A-A

SECTION B-B SECTION C-C

B-B

A-A

C-C

CONTINUOUS RUNNER

COMPRESSION STRUT AT 12' 0" O.C.MAXIMUM EACH WAY

12 GAUGE VERTICAL HANGER WIRES AT 4' 0" O.C. MAXIMUM EACH WAY

12 GAUGE BRACING WIRES WITH 90 DEGREE SEPERATION AT EACH COMPRESSION STRUT

HANGER WIRE

PERIMETER CLOSURE ANGLE

SPREADER BAR

MAIN OR CROSS RUNNER

12 GAUGE BRACING WIRED WITH 90 DEGREE SEPERATION AT EACH COMPRESSION STRUT

COMPRESSION STRUT

CONTINUOUS RUNNER

SEISMIC JOINT CLIP

SCREW AT SLOT TO ALLOW EXPANSION

CROSS TEE, SEPERATED AT JOINT

7/8"

3/4"

8" MAX

SEISMIC CLIP

SCREW TO WALLIS OPTIONAL

CROSS TEE

HEAVY DUTY MAIN RUNNER

HEAVY DUTY MAIN RUNNER

4'-0" TYPICAL

3" MAX.,TYP.

METAL GRID SUSPENSIONSYSTEM

12 GAUGE METAL HANGER WIRES

#12 WIRE HANGER AT EACH CORNER OR FIXTURE (TYP.)INDEPENDENT OF CEILINGSUPPORT SYSTEM

SLACK WIRES

SCHEDULED LIGHT FIXTURE

FIXTURE CLAMP.PROVIDE ONE PER SIDEPER FIXTURE

COMPRESSION STRUT

ALL SPLAY WIRES TO BE IN LINE WITH ATTACHED COMPONENT

ALL SPLAY WIRES TO BE TAUT AND TIED BOTH ENDS WITH MINIMUM OF THREE TURNS IN 1" OF RUN.

COMPLY WITH IBC STANDARDS, IBC 808.1.1.1, IBC 1613.1, ASTM C635, ASTM C 636, AND ASCE 7-10

SPLAY WIRES SHALL ATTACH TO STRUCTURAL GIRDER OR JOIST ONLY, DO NOT ATTACH TO ROOF DECK.

METAL STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES.

ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. WHEN HEAVY SYSTEMS ARE USED, ATTACH NO. 12 GAGE HANGERS TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. SHALL HAVE TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. COMPLY WITH IBC STANDARDS.

CEILING-MOUNTED AIR TERMINALS WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS. TERMINALS OR SERVICES WEIGHING 20 LBS., BUT NOT MORE THAT 56 LBS., SHALL IN ADDITION HAVE TWO NO. 12 GAGE HANGERS CONNECTED TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. COMPLY WITH IBC STANDARDS

12 GAUGE BRACING WIRES W/90 DEGREE SEPARATION AT EACH COMPRESSION STRUT

CROSS TEE

MAIN TEE

45° OR LESS

45° OR LESS

45° OR LESS

45° OR LESS

2" MAX. TYP.

NOTE 1-

NOTE 2-

NOTE 3-

NOTE 4-

NOTE 5-

NOTE 6-

NOTE 7-

Level 5153' - 9"1

"

1 1/4" / 12"

EXISTING COLUMN

FRP WRAP/ EXTERIOR PLASTERING

METAL FLASHING

SEALANT

1

1/2" MAX

MA

X

1"

EXISTING COLUMN SURFACE TO BE ROUGHENED, RE. STRUC

CREATE CONTINUOUS RECESS AND INSERT TOP OF METAL FLASHING

EXTENDED DAMAGE ON COLUMN SURFACE TO BE REPAIRED WITH SIKAGARD 550W ELASTOCOLR, OR ENGINEER APPROVED EQUAL FROM END TO END ON FACE REPARIED. PAINT TO MATCH EXISTING.

Level 9197' - 9"

FINISH AS SCHEDULED

BASE AS SCHEDULED

RE. STRUC. FOR SEISMIC RETROFIT

WALL AS SCHEDULED

EXISTING EMBEDS, RE. STRUC

PROVIDE NEW PL. LAM. COUNTERTOP WITH UNDERLAYMENT AS REQUIRED. EASED SQUARE EDGE (POST-FORMED), TYP.

2'-1"

PROVIDE NEW PL. LAM. BACKSPLASH, AS SCHEDULED

EXISTING MILLWORK TO BE REMOVED & REINSTALLED

LEVEL 2 (PLAZA, 4701' - 3")114' - 3"

2

NEW SHEARWALL, RE. STRUC

EXISTING CONCRETE SLAB

REPAIR HOT FLUID APPLIED RUBBERIZED WATERPROOFING MEMBRANE, TO BE COMPATIBLE WITH EXISTING

REPAIR INSULATION AS REQUIRED

REPLACE PAVERS, ADJUST SIZE AS NEED

JOINT FILLER

GALV. FLASHING

SAND BED

PROTECTION BOARD

SEALANT

6"

MIN

TOP

OF

WA

TERP

ROO

FIN

G M

IN

6" A

BOV

E W

ATE

R LE

VEL

1/2" MAX

1

BRANSON

NO. 134955

JOHN

NS

E D

EL

IC

TS

ATE

HA R C

IT

EC

T

UOF

T

AH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS


1/12/15

REVREV

11

05/16/ 2017

2012.093.03

AE-500D2/E

DETAILS

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

ND

OC

UM

EN

TS



PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

3" = 1'-0"AE-500D2/E

3 PRECAST PANEL DETAIL @ HEAD

3" = 1'-0"AE-500D2/E

4 WINDOW HEAD DETAIL

3" = 1'-0"AE-500D2/E

5 WINDOW SILL DETAIL

3" = 1'-0"AE-500D2/E

1 TYPICAL TOP OF WALL

3" = 1'-0"AE-500D2/E

2 TYPICAL BOTTOM OF WALL

3" = 1'-0"AE-500D2/E

7 CARPET - L.V.T.

3" = 1'-0"AE-500D2/E

8 STANDARD-CLIP ANGLE DETAIL

3" = 1'-0"AE-500D2/E

11 PRECAST PANEL DET @ SIDE

NO SCALEAE-500D2/E

6 ACOUSTICAL CEILING DETAIL

3" = 1'-0"AE-500D2/E

12 TOP OF CONC JACKET 6" = 1'-0"AE-500D2/E

15 CONCRETE REVEAL

1 1/2" = 1'-0"AE-500D2/E

9 ACOUSTIC CEILING SEISMIC JOINT1

12" = 1'-0"AE-500D2/E

10 SEISMIC CLIP DETAIL 1/64" = 1'-0"AE-500D2/E

14 TYP. FIXTURE SUPPORT ISO.

1 1/2" = 1'-0"AE-500D2/E

16 TYP. SEISMIC CEILING BRACING

3" = 1'-0"AE-500D2/E

17 TOP OF FRP WRAP

3" = 1'-0"AE-500D2/E

13 WALL DETAIL D2&E 1" = 1'-0"AE-500D2/E

18 BASE CABINET, TYP.

1 5.16.2017 D2/E Code ReviewResponse 2

3" = 1'-0"AE-500D2/E

19 WATERPROOFING DETAIL

u0113174

Code Compliance

DOOR SCHEDULE GENERAL NOTE1. PROVIDE NEW WOOD DOOR TO MATCH EXISTING SPECIES AND FINISH.

DOOR FINISH/ MATERIAL LEGEND

HM HOLLOW METALWD WOODGL GLAZINGAL ALUMINUMCLR CLEARANO ANODIZE, BRONZEPNT1 MATCH EXISTING HM FRAME PAINT, CLASSROOMPNT2 MATCH EXISTING HM FRAME PAINT, EXTERIORHR HOURSNGL SINGLEPR PAIRSTN STAIN

5/8" GYPSUM BOARD ON METAL STUDS

CONTINUOUS SEALANT EACH SIDE

ANCHOR AT HEAD/JAMB

DOOR FRAME ASSCHEDULED, TYP.

DOOR AS SCHEDULED,TYP.

DOUBLE 18 GA. JAMB STUDS REQUIRED ON BOTH SIDES OF THE DOOR. STUDS REQUIRED TO EXTEND TO STRUCTURE PER UNIVERSITY DESIGN STANDARDS.

1

WALL AS SCHEDULED

CONTINUOUS SEALANTEACH SIDE

ANCHOR AT HEAD/ JAMB(GROUT SOLID FOR RATED DOOR)

DOOR AS SCHEDULED

METAL STUDS AS REQUIRED

TYPE D1

AS S

CHED

ULED

SCHEDULED

AS

TYPE F1

SCHED

AS

2" 2"

AS S

CHED

.AS

SCH

ED.

HM FRAME COLOR TO MATCH EXISTING

BRANSONNO. 134955

JOHN

NS E D

EL

IC

TS

ATE

HA R C

I TE

CT

UOFTAH

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

10/19/16

05/01/ 2017

2012.093.03

AE-600E

SCHEDULE

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

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UM

EN

TS



DOOR SCHEDULE - LEVEL 9 PHASE E - NEW DOORS

DOOR FRAME

Rem

ark

s

Pan

els

Wid

th

Heig

ht

Th

ickn

ess

Fir

e R

ati

ng

Typ

e

Mate

rial

Gla

zin

g

Fin

ish

Hard

ware

Head

Heig

ht

Typ

e

Mate

rial

Rati

ng

Gla

zin

g

Fin

ish

322A SNGL 3' - 0" 7' - 0" 1 3/4" D1 HM - PNT 2" F1 HM - PNT404A SNGL 3' - 0" 7' - 0" 1 3/4" D1 HM - PNT 2" F1 HM - PNT

3" = 1'-0"AE-600E1 TYP-HM DOOR JAMB @ GYP BD.

3" = 1'-0"AE-600E2 TYPICAL-HM HEAD @ GYP. BD.

1/4" = 1'-0"AE-600E3 DOOR TYPES

1/4" = 1'-0"AE-600E4 FRAME TYPES

1 4.28.2017 D2/E Code Review Response

u0113174

Code Compliance

CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SE-001D2

GENERAL STRUCTURAL NOTES

UNIVERSITY OF UTAH


21839

CO

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1529 EAST SOUTH CAMPUS DRIVE SALTLAKE CITY, UT 84112


STRUCTURAL DRAWING LIST PHASE D2&E

SHEETNO. SHEET NAME



SF-102D2 PLAZA LEVEL SHEARWALL PLAN

SF-103D2 LEVEL 3 SHEARWALL PLAN







SB-601D2 STRUCTURAL SCHEDULES



u0113174

Code Compliance

CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SE-002D2

GENERAL STRUCTURAL NOTES

UNIVERSITY OF UTAH


21839

CO

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TR

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u0113174

Code Compliance

A B C D E F G H J

1

2

3

4

5

CONC SHEARWALL

CO

NC

SH

EA

RW

ALL

CO

NC

SH

EA

RW

ALL

CO

NC

SH

EA

RW

ALL

CO

NC

SH

EA

RW

ALL

CONC SHEARWALL

OPEN

OPEN

TYP

SF-201D2

C2

SF-201D2

A2

SF-202D2

C2

SF-501D2EA4

TYP

SF-202D2

A2

SF-501D2EA1

SF-501D2EA1

OPP

14' -

4"

26' -

4"

26' -

4"

38' -

4"

33' - 0" 33' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

D5SF-501D2E

D5SF-501D2E

C3SF-501D2E

C3SF-501D2E

TYP TYP

TYP

TYP

C3SF-501D2E

C3SF-501D2E

TYP

TYP

D1SF-501D2E

TYP

SF-501D2EB3

SF-501D2EB3

OPP

SF-501D2EB1

SF-501D2EB1

OPP

CONCRETE LINTEL IN CONCRETE WALL

CONCRETE WALL

PLAN LEGEND

NEW CONCRETE COLUMN JACKET AT EXISTING CONCRETE COLUMN

NEW CARBON FIBER WRAP AT EXISTING CONCRETE COLUMN

1. SEE TYPICAL CONCRETE WALL REINFORCING DETAILS FOR REINFORCEMENT AT INTERSECTIONS CORNERS AND ENDS.

2. INTENTIONALLY ROUGHEN ALL SURFACES TO 1/4" AMPLITUDE WHERE NEW CONCRETE IS APPLIED.

3. SEE FOR TYPICAL LIGHT POLE ATTACHEMENT AT BRIDGE.

4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO DETAILING, MANUFACTURING, ERECTING OR INSTALLING ANY STRUCTURAL ELEMENT. EXISTING DIMENSIONS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. IF CONDITIONS SHOWN DO NOT MATCH EXISTING CONDITIONS, CONTACT THE ENGINEER AS SOON AS POSSIBLE.

STRUCTURAL PLAN NOTES

/ ----

EXISTING PLAN LEGEND

EXISTING CONCRETE SHEAR WALL, FOUNDATION WALL OR RETAINING WALLEXISTING OPENING THROUGH CONCRETE WALL

EXISTING OPENING

EXISTING OPENING THROUGH MASONRY WALL

EXISTING MASONRY WALL


EXISTING CONCRETE JOIST -TWO WAY PANS


CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-102D2

PLAZA LEVEL SHEARWALL

PLAN

UNIVERSITY OF UTAH


21839

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TS



SCALE:SF-102D2 1/8" = 1'-0"

A1 PLAZA LEVEL SHEARWALL PLAN

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

C D E F G H J

2

3

4

CO

NC

SH

EA

RW

ALL

CO

NC

SH

EA

RW

ALL

CO

NC

SH

EA

RW

ALL

CO

NC

SH

EA

RW

ALL

OPEN

OPEN

SF-201D2

C2

SF-201D2

A2

SF-202D2

C2

SF-501D2EA4

BLW/TYPSF-202D2

A2

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

26' -

4"

26' -

4"

D4SF-501D2E

D4SF-501D2E

B2SF-501D2E

B2SF-501D2E

TYP TYP

TYP

TYP

B2SF-501D2E

B2SF-501D2E

TYP

TYP

D1SF-501D2E

TYP

CONC SHEARWALL CONC SHEARWALL

SF-502D2ED1

TYP

SF-502D2ED1

OPP/TYP

SF-501D2EB3

SF-501D2EB3

OPP

SF-501D2EB1

SF-501D2EB1

OPP

/SF-204EA2

/SF-502D2EB5

/SF-502D2EC5SEE & DETAIL FOR PHASE E

/SF-204EA2 /SF-502D2EC5SEE & DETAIL FOR PHASE E

SEE & DETAIL FOR PHASE E

/SF-204EA2


CONCRETE WALL

PLAN LEGEND








/ ----



EXISTING OPENING






CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-103D2

LEVEL 3 SHEARWALL PLAN

UNIVERSITY OF UTAH


21839

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS



SCALE:SF-103D2 1/8" = 1'-0"

A1 LEVEL 3 SHEARWALL PLAN

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

C D E F G H

2

3

4

OPEN

OPEN

SF-501D2EA4

TYP

SF-501D2EA1

SF-501D2EA1

OPP

SF-204E

C2

SF-203E

A3

SF-203E

C3

SF-204E

A2

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

26' -

4"

26' -

4"

D4SF-501D2E

D4SF-501D2E

TYP TYP

D3SF-501D2E

TYP


SF-501D2EC4

SF-501D2EC4

OPP

SF-501D2EA2

SF-501D2EA2

OPP

SEE DETAIL SEE DETAIL

SEE DETAIL

/SF-502D2EB5/SF-502D2EC5

/SF-502D2EC5

SEE DETAIL /SF-502D2EB5


CONCRETE WALL

PLAN LEGEND








/ ----



EXISTING OPENING






CRAIG A.WILKINSON

No.270798

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EN

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STATE OF UTAH

PROJECT

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TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-104E


UNIVERSITY OF UTAH


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SCALE:SF-104E 1/8" = 1'-0"

A1 LEVEL 4 SHEARWALL PLAN

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

C D E F G H

2

3

4

OPEN

OPEN

SF-204E

C2

SF-203E

A3

SF-203E

C3

SF-204E

A2

SF-501D2EA1

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

26' -

4"

26' -

4"

B2SF-501D2E

B2SF-501D2E

TYP TYP

C1SF-501D2E

TYP


SF-501D2EA2

SF-501D2EC4

SF-501D2EC4

OPPSF-501D2EA1

OPP/BLW

SF-501D2EA2

OPP

BLW


CONCRETE WALL

PLAN LEGEND








/ ----



EXISTING OPENING






CRAIG A.WILKINSON

No.270798

PRO

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IONA

LSTRUCTURAL

EN

GIN

EE

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STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-105E


UNIVERSITY OF UTAH


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SCALE:SF-105E 1/8" = 1'-0"

A1 Level 5 Phase E

u0113174

Code Compliance

Level 0 (Basement Floor)86' - 0"

Level 1 (ClassroomLevel)

100' - 0"

1 2 3 4 5

Level 2 (Plaza Level)114' - 3"

Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

CSW-2BC CSW-2BC8" CONC. COLUMN JACKET TYP.

8" CONC. COLUMN JACKET TYP.

38' - 4" 26' - 4" 26' - 4" 14' - 4"

C3SF-501D2E

C3SF-501D2E

D1SF-502D2E

TYP

B2SF-501D2E

B2SF-501D2E



100' - 0"

12345


Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

CSW-2BCCSW-2BC8" CONC. COLUMN JACKET TYP.


14' - 4" 26' - 4" 26' - 4" 38' - 4"

D1SF-502D2E

OPP/TYP

C3SF-501D2E

C3SF-501D2E

B2SF-501D2E

B2SF-501D2E



STRUCTURAL ELEVATION NOTES

CRAIG A.WILKINSON

No.270798

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LSTRUCTURAL

EN

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STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-201D2

STRUCTURAL ELEVATIONS

UNIVERSITY OF UTAH


21839

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SCALE:SF-201D2 1/8" = 1'-0"

C2 PHASE D2 CONCRETE SHEARWALL ELEVATION ALONG GRID H

SCALE:SF-201D2 1/8" = 1'-0"

A2 PHASE D2 CONCRETE SHEARWALL ELEVATION ALONG GRID C

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance



100' - 0"

CDEFGH


Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

A4SF-501D2E

TYP


NEW CARBON FIBER WRAP AT EXISTING CONCRETE COLUMN, TYP


24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"



100' - 0"

C D E F G H


Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

CSW-4BC CSW-4BC




A4SF-501D2E

TYP

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

D4SF-501D2E

D4SF-501D2E

D5SF-501D2E

D5SF-501D2E

A1SF-501D2E TYP




CRAIG A.WILKINSON

No.270798

PRO

FE

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IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-202D2


UNIVERSITY OF UTAH


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SCALE:SF-202D2 1/8" = 1'-0"

A2 PHASE D2 STRUCTURAL ELEVATION ALONG GRID 4

SCALE:SF-202D2 1/8" = 1'-0"

C2 PHASE D2 CONCRETE SHEARWALL ELEVATION ALONG GRID 2

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance



100' - 0"

12345


Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"



38' - 4"26' - 4"26' - 4"14' - 4"



100' - 0"

1 2 3 4 5


Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"



38' - 4" 26' - 4" 26' - 4" 14' - 4"




CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-203E


UNIVERSITY OF UTAH


21839

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SCALE:SF-203E 1/8" = 1'-0"

A3 PHASE E CONCRETE SHEARWALL ELEVATION ALONG GRID C

SCALE:SF-203E 1/8" = 1'-0"

C3 PHASE E CONCRETE SHEARWALL ELEVATION ALONG GRID H

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance



100' - 0"

C D E F G H


Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"

CSW-4BC

CSW-4BC CSW-4BC

CSW-4BC






A4SF-501D2E

TYP

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

B2SF-501D2E

B2SF-501D2E

D4SF-501D2E

D4SF-501D2E

D4SF-501D2E

D4SF-501D2E

A1SF-501D2E

TYPHSS8x4x1/4 (LSV) HSS8x4x1/4 (LSV) HSS8x4x1/4 (LSV)

HSS8x4x1/4 (LSV) HSS8x4x1/4 (LSV)

C5SF-502D2E

B5SF-502D2E

TYP

C5SF-502D2E

TYP

TYP

TYP



100' - 0"

CDEFGH


Level 3131' - 9"

Level 4142' - 9"

Level 5153' - 9"



24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"

HSS8x4x1/4 (LSV)

HSS8x4x1/4 (LSV)

HSS8x4x1/4 (LSV)HSS8x4x1/4 (LSV) HSS8x4x1/4 (LSV) HSS8x4x1/4 (LSV)

SF-502D2ED4

TYP

TYP TYP

HSS8x4x1/4 (LSV)

C5SF-502D2E

B5SF-502D2E

C5SF-502D2E

TYPB5

SF-502D2E

TYP




CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-204E


UNIVERSITY OF UTAH


21839

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SCALE:SF-204E 1/8" = 1'-0"

C2 PHASE E CONCRETE SHEARWALL ELEVATION ALONG GRID 2

SCALE:SF-204E 1/8" = 1'-0"

A2 PHASE E STRUCTURAL ELEVATION ALONG GRID 4

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

u0113174

Code Compliance

EXIST CONC COLUMN

OVERLAP TYP

12" MIN

2- LAYERS CARBON FIBER WRAP, SEE SCHEDULE

OVERLAP

1' - 4" MIN

ROUND CORNERS TO 3/4" MIN. RADIUS, TYP

EXIST CONC WALL

EXIST CONC COLUMN

OV

ER

LAP

TY

P

1' -

4"

MIN

2- LAYERS CARBON FIBER WRAP, SEE SCHEDULE

ROUND CORNERS TO 3/4" MIN. RADIUS, TYP

CARBON FIBER COMPOSITE ANCHORS, SEE SHEDULE

CARBON FIBER COMPOSITE ANCHORS, SEE SHEDULE

EXIST CONC WALL

EXIST CONC COLUMN

EXIST CONC COLUMN

EXIST CONC WALL

EXIST CONC WALL

EXIST MASONRY WALL

2-LAYERS OF SIKAWRAP HEX CHM (ESR-3288), FULL COVERAGE TYP MIN. ExA= 952 k/IN WIDTH

CARBON FIBER COMPOSITE ANCHORS

CARBON FIBER WRAP

SIKAWRAP ROPE FX-50C ANCHORS 3/4" Ø @ 6" O.C. W/ 6" SPLAY WIDTH x 12" SPLAY LENGTH TYP

CARBON FIBER MATERIAL SCHEDULE

NOTE:1. OTHER CARBON FIBER WRAP SYSTEMS MAY BE USED W/ APPROVAL FROM ENGINEER OF RECORD.2. ALL CARBON FIBER WRAPS SHALL BE APPLIED TO ALL VERT COLUMN FACES FROM FOOTING TO FINISHED FLOOR ABOVE.

EXIST CONC COLUMN JACKET

EXISTING CONC TOPPING SLAB

FIELD VERIFY EXISTING COUPLER

VERT COLUMN JACKET REINF

TYP

INTENTIONALLY ROUGHEN SURFACE TO 1/4" AMPLITUDE

NEW CONC COLUMN JACKET

SB-601D2A2

REMOVE & REPLACE EXISTING CONC TOPPING SLAB, ASREQ'D

1

EXISTING CONC BEAM

EXIST CONC SHEARWALL

NOTE:DO NOT DAMAGE EXISTING REINF

NEW CONC SHEARWALL




1

EXIST CONC COLUMN

SF-501D2EA4

NEW CONCRETE SHEARWALL

DOWELS TO MATCH CONCRETE SHEARWALL REINF

SB-601D2A2

TYP

NOTE: PLACE WALLS PRIOR TO INSTALLATION OF CARBON FIBER


EXISTING CONC BEAM

EXIST CONC SHEARWALL



NEW CONC SHEARWALL


1


3" DIA CORE, GROUT SOLID TYP, INTENTIONALLY ROUGHEN SURFACE PRIOR TO GROUTING

THREADED COUPLER


INTENTIONALLY ROUGHEN SURFACE TO 1/4" AMPLITUDE TYP



TYP

SB-601D2A2




DOWELS TO MATCH VERT COLUMN JACKET REINF

TYP

SB-601D2A2

PROVIDE 1/4" PER FOOT SLOPE AT TOP

NEW CONC SHEARWALL

NEW CONC SHEARWALL


THREADED COUPLER


EXISTING CONC SUSPENDED SLAB

3" DIA CORE, GROUT SOLID TYP, INTENTIONALLY ROUGHEN SURFACE PRIOR TO GROUTING

5"

NEW CONC SHEARWALL



EXISTING CONC SUSPENDED SLAB

SB-601D2A2

TYP

EXIST CONC COLUMN

TYP8"

19-#8 VERT


DOWELS TO MATCH HOOP SIZE & SPACING#4 HOOPS @

4" O.C.


EXIST CONC WALL

FIELD BEND 90°

1" Ø CORE DRILLED HOLE @ 4" O.C.

SB-601D2A2

TYP

REMOVE EXIST PRECAST WALL AS REQUIRED TO INSTALL NEW CONC COLUMN JACKET

EXIST PRECAST WALL PANEL

MIN1/2" GAP

EXIST CONC COLUMN

TYP8"

20-#8 VERT


#4 HOOPS @ 4" O.C.

SB-601D2A2

TYP

NEW CONC SHEAR WALL

DOWELS TO MATCH HOOP SIZE & SPACING


NEW CONC SHEAR WALL

EXIST CONC COLUMN

TYP8"

20-#8 VERT




#4 HOOPS @ 4" O.C.

SB-601D2A2

TYP

NEW CONC SHEAR WALL

EXIST CONC COLUMN

TYP8"

19-#8 VERT



#4 HOOPS @ 4" O.C.


EXIST CONC WALL

FIELD BEND 90°

1" Ø CORE DRILLED HOLE @ 4" O.C.

SB-601D2A2

TYP

LIGHT POL AND BASE PLATE BY OTHERS


4-3/4" DIA x 6.1/4 LONG HILTI KWIK HUS EZ SCREW ANCHOR

CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-501D2E

STRUCTURAL DETAILS

UNIVERSITY OF UTAH


21839

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NO SCALESF-501D2E

A4 TYPICAL CARBON FIBER WRAP CONDITIONS AT EXISTING CONCRETE COLUMN

NO SCALESF-501D2E

D1 NEW CONCRETE COLUMN JACKET AT EXISTING CONCRETE BEAM

NO SCALESF-501D2E

C3

NEW CONCRETE SHEARWALL AT EXISTING CONCRETEBEAM

NO SCALESF-501D2E

A1

CARBON FIBER WRAP CONDITON AT NEW CONCRETESHEARWALL

NO SCALESF-501D2E

D5


NO SCALESF-501D2E

D3

NEW CONCRETE COLUMN JACKET AT EXISTINGCONCRETE BEAM

NO SCALESF-501D2E

C1 NEW CONCRETE COLUMN JACKET AT EXISTING CONCRETE BEAM

NO SCALESF-501D2E

D4


NO SCALESF-501D2E

B2


NO SCALESF-501D2E

A2

NEW CONCRETE COLUMN JACKET AT EXISTINGCONCRETE COLUMN

NO SCALESF-501D2E

B1


NO SCALESF-501D2E

B3


NO SCALESF-501D2E

C4


1 05/16/17 Code Review Response

NO SCALESF-501D2E

A3 NEW LIGHT POL AT BRIDGE

u0113174

Code Compliance

EXIST CONC WALL

DOWELS TO MATCH HORIZ WALL REINF

NEW CONC SHEARWALL


TYP4" MIN

SB-601D2A2

TYP

NEW CONC JACKET

L5x3x1/4x 3" LONG W/ 5/8"Ø HILTI KWIK HUS EZ x 5" SCREW ANCHORS TOP & BOT

STEEL TUBE

1/2"

NEW CONC JACKET

NOTE:

EXIST CONC FIN

EXISTCONC BEAM

EXIST CONC FLOOR

L4x4x1/4 x 5" LONG W/ 1/2" DIA HILTI KWIK HUS EZ x 2.1/2" @ 3'-0" O.C. (TO FIN & FLOOR)

HSS8x4x1/4 W/ 5/8" DIA HILTI KWIK HUS EZ x 5" @ 3'-0" O.C. (BOLT DIRECTLY TO CONC FIN)

ACCESS HOLE @ BOLT LOCATION TYP

REMOVE EXISTING WELD

EXIST CONC WALL

CONNECTION AT COLUMN

L5x3x1/4 x 12" LONG TOP & BOT W/ 5/8" DIA HILTI KWIK HUS EZ x 5" SCREW ANCHORS

1/4TYP

3 SIDES

1/4TYP

3 SIDES

L5x3x1/4 x 5" LONG W/ 5/8" DIA HILTI KWIK HUS EZ x 5" SCREW ANCHORS @ 3'-0" O.C. (BOLT DIRECTLY TO CONC FIN)

EXIST 4" CONC WALL

EXIST CONC BEAM

1/2" SAWCUT @ BEAM1" SAWCUT @ COLUMNREMOVE EXISTING WELD PLATES AT BEAM

1'-2"x1/2"x1'-2" STEEL PLATE @ 3'-0" O.C. W/ 4-1/2" DIA HILTI KWIK BOLT TZ IN 3" LONG SLOTTED HORIZ HOLES (2.3/8" EMBED) INSTALL PLATE AT CONC BEAM ONLY4"

4"

CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SF-502D2E

STRUCTURAL DETAILS

UNIVERSITY OF UTAH


21839

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NO SCALESF-502D2E

D1

NEW CONCRETE SHEARWALL AT EXISTING CONCRETEWALL

NO SCALESF-502D2E

D4 STEEL TUBE AT EXISTING CONCRETE WALL

NO SCALESF-502D2E

C5 CONCRETE FIN CONNECTION

NO SCALESF-502D2E

B5 CONNECTION TO EXISTING CONC WALL PANEL

u0113174

Code Compliance

CSW-1

NOTES

CSW-1BC

MARKVERTICAL

REINFORCING

CONCRETE SHEAR WALL SCHEDULE

HORIZONTAL

REINFORCINGTHICK

HORIZONTAL BARS

TOP & BOTTOM

CSW-2BC

8"

12"

#5 @ 6" O.C.

#5 @ 12" O.C. E.F.

#5 @ 7" O.C.

#5 @ 12" O.C. E.F.

1-#5

2-#5

TYPE A (SHOTCRETE)

TYPE C

TYPE A (SHOTCRETE)

CSW-3BC 8" #5 @ 9" O.C. #6 @ 7" O.C. 1-#5

CSW-4BC 14" #5 @ 12" O.C. E.F. #5 @ 12" O.C. E.F. 2-#5 TYPE C

CSW-5BC 12" #4 @ 6" O.C. E.F. #5 @ 12" O.C. E.F. 2-#5 TYPE C

EQ EQ

E.F. = EACH FACEO.F. = OUTSIDE FACE (AGAINST SOIL)I.F. = INSIDE FACE3L = THREE LAYERS

PLACEMENT TYPE

TYPE DTYPE B

VERT REINF

TYPE A

HORZ REINF

VERT REINF

TYPE C

HORZ REINF

NOTES:

1. HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS THRU CONSTRUCTION & CONTROL JOINTS.2. SPLICES IN HORIZONTAL WALL REINFORCING SHALL BE TYPE Lsb, STAGGERED SUCH THAT SPLICES DO NOT OVERLAP. SPLICES IN TWO CURTAINS SHALL NOT OCCUR IN THE SAME LOCATION.

11.3/4"9.1/2"#9

#10

#11

10.3/4"

12"

13.1/4"

14.3/4"

END HOOK SCHEDULE

180° HOOK

3"#4

#8

#7

#5

#6

6"

5.1/4"

3.1/4"

4.1/2"

#3

D

2.1/4"

BARSIZE

4"

5"

7"

6"

8"

3"

#14 18.1/4" 21.3/4"

#18 24" 28.1/2"

db

2.1/

2" M

IN

4db

orD

180° HOOK

db

D

90° HOOK

12db

db

D

135° HOOK

3" MIN

6db

135° HOOK

19"

22"

24"

8"

14"

16"

10"

12"

6"

31"

41"

90° HOOK

3"

3"

3.3/4"

4.1/2"

5.1/4"

6"

--

--

--

--

--Sched - End-Hook

FINISHED HOOK WIDTH

WIDTH

FINISHED HOOK

HOOK WIDTH

FINISHED

HO

OK

WID

TH

FIN

ISH

ED

Sched - Reinf-Splice

22"86"66"66"51"91"70"70"105" 54"81"62"#9 81"

NOTES:

91"

101"

1. DEFINITIONS:Ld: TENSION DEVELOPMENT LENGTH FOR REINFORCEMENT SATISFYING THE FOLLOWING CONDITIONS:

SLABS AND WALLS: CLEAR SPACING > 2db AND CONCRETE CLEAR COVER > dbBEAMS AND COLUMNS: CLEAR COVER SPACING > db AND CONCRETE CLEAR COVER > db

Lt: DEVELOPMENT LENGTH FOR TOP BARS IN TENSIONLsb: TENSION LAP SPLICE LENGTH FOR OTHER THAN TOP BARS (CLASS B)Lsbt: TENSION LAP SPLICE LENGTH OF TOP BARS.Ldc: DEVELOPMENT LENGTH FOR BARS IN COMPRESSIONLsc: TIED COLUMN LAP SPLICE IN COMPRESSIONdb: NOMINAL BAR DIAMETER (INCHES)TOP BARS: HORIZONTAL REINFORCEMENT WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW

2. MULTIPLY VALUES IN SCHEDULE BY 1.5 IF CLEAR SPACING OR CONCRETE COVER DO NOT MEET REQUIREMENTS FOR Ld IN NOTE 1.

3. MULTIPLY VALUES IN SCHEDULE BY 1.3 FOR USE IN LIGHTWEIGHT AGGREGATE CONCRETE.

4. FOR EPOXY COATED BAR: MULTIPLY VALUES IN SCHEDULE BY 1.5 FOR BARS WITH CLEAR COVER < 3db OR CLEAR SPACING < 6db. OTHERWISEMULTIPLY VALUES BY 1.2.

5. a. FOR BUNDLED BARS OF THREE OR LESS MULTIPLY LENGTHS BY 1.2. b. FOR BUNDLED BARS OF FOUR OR MORE MULTIPLY LENGTHS BY 1.33. c. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED.

6. SCHEDULE LENGTHS ARE FOR fy=60ksi REINFORCING, MULTIPLY LENGTHS BY 1.25 FOR fy=75ksi REINFORCING.

7. LAP SPLICES ARE NOT PERMITTED FOR #14 & #18 BARS. USE BAR COUPLERS PER G.S.N.

#10

#11

70"

78"

118"

131"

91"

101"

61"

67"

79"

87"

79"

87"

102"

114"

96"

107"

57"

64"

74"

82"

74"

82"

24"

27"

CONCRETE REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE

f'c = 3000 PSI

22"

29"

36"

43"

63"

72"

22"#4

#8

#7

#5

#6

55"

48"

28"

33"

#3

Ld

17"

Lt

BARSIZE

38" 19"29"

47"

81"

56"

93"

63"

72"

43"

36"

42"

48"

24"

29"

Lsb

22"

Lsbt

28" 15"

33"25"25"

31"

54"

37"

62"

54"

62"

31"

37"

71"

81"

41"

49"

19"19" 25"

f'c = 4000 PSI f'c = 5000 PSI

31"

38"

23"

67"

46"

76"

24"24"18"

40"

45" 59"

51"

23"

27"

30"

35"

51"

59"

30"

35"

14" 18" 18"

f'c = 4500 PSI

10"

17"

19"

12"

15"

8"

f'c = ALL

57"57"44" 74"

50"

55"

64"

71"

64"

71" 93"

84"

f'c = 6000 PSI

21"21"16"

34"

39"

20"

24"

51"

45" 45"

51"

26"

31"

26"

31"

12" 16" 16"

27"

58"

66"

40"

33"

20"

121"#14 93" NANA 81" NA105" NA NA76" 99" NA 33"66" 86" NA NA

161"#18 124" NANA 108" NA140"NA

NA101" 132"NA

43"88" 114" NA NA

Ld Lt Lsb Lsbt Ld Lt Lsb Lsbt Ld Lt Lsb Lsbt Ld Lt Lsb Lsbt

81"63"63"48"

92"

102"

54"

60"

71"

78"

71"

78"

29"

36"

22"

63"

44"

72"

23"23"17"

38"

43" 56"

49"

22"

26"

28"

34"

49"

56"

28"

34"

13" 17" 17"

NA72" 94" NA

NA96" 125" NA

Ldc Lsc

34"

39"

43"

15"

27"

30"

19"

23"

12"

NA

NA

#9 18"

#10

#11

20"

22"

TENSION HOOK DEVELOPMENT LENGTH (Ldh)

NORMAL WEIGHT CONCRETE, f'c = PSI

#4

#8

#7

#5

#6

#3

BARSIZE

8"

14"

16"

12"

10"

6"

#14 37"

#18 50"

3,000

15"

17"

19"

7"

12"

14"

10"

9"

6"

32"

43"

4,000

6"

4,500

14"

15"

17"

7"

11"

12"

9"

8"

6"

29"

39"

5,000 6,000

7"

8"

10"

11"

13"

14"

16"

18"

31"

41"

NOTES:1. VALUES HERE VALID FOR ALL CASES IF:

SIDE COVER > 2.1/2"END COVER > 2"

2. MULTIPLY VALUES IN SCHEDULE BY 1.2 FOR LIGHTWEIGHT CONCRETE

3. MULTIPLY VALUES IN SCHEDULE BY 1.2 FOR USE WITH EPOXY COATED REBAR

Sched - Tension-Hook

db

CONSTRUCTION JOINT OR FACE OF SUPPORT

13"

14"

16"

7"

10"

11"

8"

7"

6"

27"

35"

Ldh

Sched - Epoxy Detail

NEW REBAR DOWEL

ANCHOR REBAR OR THREADED ROD IN ADHESIVE FILLED HOLE. USE APPROVED ADHESIVE AND FOLLOW ALL MANUFACTURERS RECOMMENDATIONS PER THE ICC CODE EVALUATION REPORT, INCLUDING: HOLE DIAMETER, TYPE OF DRILL BIT, AND PREPARATION AND CLEANING OF DRILLED HOLE

EXISTING CONCRETE

NEW THREADED ROD

THIS SCHEDULE SHALL BE USED ONLY WHERE SPECIFICALLY REFERENCED ON THE DRAWINGS AND AT OTHER LOCATIONS WITH APPROVAL OF THE ENGINEER.EMBEDMENT LENGTHS SPECIFIED ON PLANS OR DETAILS TAKE PRECEDENCE OVER EMBEDMENT LENGTHS IN THIS SCHEDULE.WHERE THE THICKNESS OF THE EXISTING CONCRETE MEMBER IS NOT SUFFICIENT TO ACHIEVE SCHEDULED EMBEDMENT AND SPECIFIED CLEAR COVER FOR THE ANCHOR, CONTACT THE ENGINEER.USE PROCEDURES AND PRODUCTS RECOMMENDED BY ADHESIVE MANUFACTURER FOR OVERHEAD INSTALLATION.SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION OF ALL ADHESIVE ANCHORS PER THE CODE EVALUATION REPORT FOR THE ANCHOR AND THE QUALITY ASSURANCE SECTION OF THE GENERAL STRUCTURAL NOTES.

ADHESIVE ANCHORING TO CONCRETE SCHEDULE

#10

#11

#9

#8

#7

DOWEL SIZE#3

#5

#6

#4

3/8"

REINFORCING BAR

SIZE (DIA)

THREADED RODEMBEDMENT

LENGTH (SEE NOTE #2)

18"

18"

14"

13"

12"

4"

9"

10"

6"

15"

12"

10 1/2"

4 1/2"

7 1/2"

9"

6"1/2"

5/8"

3/4"

7/8"

1"

1 1/4"

APPROVED ADHESIVES

HILTI HIT - RE 500 SD

ADHESIVE

ESR-2322

ICC CODE EVALUATION REPORT

SIMPSON STRONG-TIE SET-XP ESR-2508

POWERS PE 1000+ ESR-2583

EMBEDMENT LENGTH (SEE NOTE #

2)

NOTES:1.

2.

4.

3.

5.

HILTI HIT - HY 200 ESR-3187

ITW RED HEAD EPCON S6+ ESR-3577

ITW RED HEAD EPCON S7 ESR-2308

CRAIG A.WILKINSON

No.270798

PRO

FE

SS

IONA

LSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

PHASE D2/E

4/9/2017

April 09, 2017

2012.093.00

SB-601D2

STRUCTURAL SCHEDULES

UNIVERSITY OF UTAH


21839

CO

NS

TR

UC

TIO

N D

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NO SCALESB-601D2

B2

TYPICAL STANDARD HOOKS AND EMBEDMENTSCHEDULE

NO SCALESB-601D2

B3

TYPICAL STANDARD HOOKS AND EMBEDMENTSCHEDULE

NO SCALESB-601D2

A2 ADHESIVE ANCHORING TO CONCRETE SCHEDULE

u0113174

Code Compliance

A

M101

A

M-101

T

12X12

200

12X12

200

24X10200

24X10200

12X12200

22X22200

12X12200

DUCTWORK/GRILLES PIPING PLUMBING LINETYPES

N

3-1" SLOTS@ 48" 400

W R

12/12

45° D

FD

FSD

SD

OR

8/8

1.25D

AD

ATC

(NAME)

12/8

12ø

UP

DN

12/12 12ø

1.5D

D

12∅ 12/12

(NAME)

HWR

HWS

E(NAME)

G

P-1

1

BDD

RDO

RD

F

S

T

S

EF

1

RISE OR DROP

FIRE SPRINKLER WATER

DRAIN PAN AND P-TRAP

FILL PORT

VALVE IN RISE

COTG

FCO

VENT (SEWER)

SEWER (ABOVE GRADE)

SEWER (BELOW GRADE)

ROOF DRAIN OVERFLOW

ROOF DRAIN

UNIT HEATER

4-WAY BLOWPATTERN

3-WAY BLOWPATTERN

2-WAY BLOWPATTERN

2-WAY BLOWPATTERN

1-WAY BLOW PATTERN

NEGATIVE PRESSURE DUCT - RISE

POSITIVE PRESSURE DUCT - DROP

POSITIVE PRESSURE DUCT - RISE

BACK DRAFT DAMPER

CEILING RETURN AIR GRILE

W/ SOUND BOOT

DOWNSPOUT NOZZLE

ROOF DRAIN

SENSOR

THERMOSTAT

SWITCH

HOSE BIBB

AIR VENT-AUTO

AIR VENT-MANUAL

FLOOR DRAIN

FLOOR SINK

SPRINKLER HEAD

FIRE RISER

BRANCH - TOP CONNECTION

BRANCH - BOTTOM CONNECTION

FIXTURE FROM LEVEL ABOVE

KEYED NOTE IDENTIFICATION

EQUIPMENT IDENTIFICATION

DETAIL TAG - TOP FIGURE IS DETAIL NO. BOTTOM FIGURE IS SHEET NO.

SECTION TAG - TOP FIGURE IS SECTION NO. BOTTOM FIGURE IS SHEET NO.

POINT OF CONNECTION

PLUMBINGFIXTURES

DOMESTIC HOT WATER RETURN

(DHWR)

DOMESTIC HOT WATER (DHW)

DOMESTIC COLD WATER (DCW)

FLOOR CLEAN-OUTOR CLEAN-OUT TOGRADE

HOSEVALVE

FLOW SWITCH

NRS GATE VALVE WITHSUPERVISION

BRANCH - SIDE CONNECTION

RISER - UP (ELBOW)

RISER - DOWN (ELBOW)

ARROW INDICATES DIRECTION OF FLOW INPIPE

NIGHT THERMOSTAT

45° ELBOW

90° ELBOW

CALIBRATED BALANCINGVALVE WITH GPM INDICATED

CHECK VALVE

SOLENOID VALVE

REDUCER

NATURAL GAS

EXISTING PIPING

HEATING HOT WATER SUPPLY

HEATING HOT WATER RETURN

EXISTING PIPING TO BEREMOVED

DEMOLITION

TOP FIGURES INDICATENECK SIZE. BOTTOMFIGURE INDICATES CFM.

NEGATIVE PRESSURE DUCT - DROP

ROUND DUCT - RISE

ROUND DUCT - DROP

UNDER FLOOR DUCT

TURNING VANES

FRESH AIR LOUVER

RELIEF AIR OR EXHAUST AIR LOUVER

CEILING SUPPLY DIFFUSER

CEILING RETURN REGISTER

CEILING EXHAUST REGISTER,

(BALANCE TO MATCH SUPPLY IF

RETURN CFM IS NOT SHOWN)

SIDEWALL SUPPLYREGISTER

SIDEWALL EXHAUST ORRETURN REGISTER

CEILING SUPPLY DIFFUSERWITH FLEXIBLE DUCT

CEILING AIR GRILLE WITHFLEXIBLE DUCT

LINEAR DIFFUSER WITH PLENUM AND FLEXIBLE DUCTCONNECTION. NO. OF SLOTS & SIZE OF SLOT ON TOP,ACTIVE LENGTH AND CFM ON BOTTOM

FLEXIBLE DUCT CONNECTION

FLEXIBLE DUCT

RECTANGULAR DUCT WITH NET INSIDEDIMENSIONS SHOWN IN INCHES.

ROUND DUCT WITH NET INSIDE DIMENSIONSSHOWN IN INCHES.

WITH RESPECT TO AIR FLOW 15°NOMINAL INCLINE WITH RADIUSTURNS=DEPTH OF DUCT.

INCLINED RISE

INCLINED DROP

R/W=1. ROUND DUCT SIMILAR TO RECTANGULAR

RECTANGULAR TO RECTANGULAR OR ROUND TO ROUNDDUCT TRANSFORMATION MAXIMUM 15° INCLUDED ANGLEEXCEPT WHERE SHOWN OTHERWISE.

RECTANGULAR TO ROUND DUCT TRANSFORMATION

TAP ENTRY AREA EQUALS 150% OF BRANCH AREA

HIGH EFFICIENCY FITTING

MANUAL VOLUME DAMPER

FIRE DAMPER IN DUCT, W/ ACCESS PANEL REQD.

COMBINATION FIRE/SMOKE DAMPER W/ ACCESS PANEL

SMOKE DAMPER W/ ACCESS PANEL

ATC DAMPER

ACCESS PANEL IN DUCT OR PLENUM

SINGLE DUCT AIR TERMINAL BOX VARIABLE OR

CONSTANT VOLUME. MIN. 1-1/2 TERMINAL INLETSIZE STRAIGHT DUCT AT TERMINAL INLET.

LATERAL STRAINER WITH BLOW-OFF VALVE,PROVIDE HOSE END WITH CAP WHERE DISCHARGEIS NOT PIPED TO DRAIN

LEGEND OF MECHANICAL SYMBOLS AND ABBREVIATIONS

SHUT OFF VALVE

BALL VALVE

BUTTERFLY VALVE

MOTOR OPERATED BUTTERFLY VALVE

PLUG VALVE

ATC - 2 WAY VALVE

ATC - 3 WAY VALVE

S

TEMPERATURE AND PRESSURE

TEST PORT

THERMOMETER WELL

THERMOMETER - TEMP RANGE AS INDICATED

PRESSURE GAUGE WITH SHUT OFF PLUG VALVE

0-1

00 F

PRESSURE GAUGE WITH PIGTAIL

UNION

FLANGE

ECCENTRIC REDUCER

PIPE CAP

SHUT OFF PLUG VALVE FOR

FOR USE WITH PRESSURE GAUGE

DN

LEADER INDICATES DOWNWORD SLOPE

FLEXIBLE EXPANSION JOINT

ALIGNMENT GUIDE

ANCHOR

VTR

WATER HAMMER ARRESTOR

VENT THRU ROOF

CLEAN-OUT

ANNOTATIONS

FIRE

EQUIPMENT

INLINE PUMP

FAN

INLINE PUMP

GPM0.0

A

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

PLUMBING GENERAL NOTES

1. SLOPE PIPING AS FOLLOWS, UNLESS OTHERWISE NOTED. WASTE: BRANCHES 1/4" PER FOOT. WASTE MAINS: 1/8" PER FOOT.

2. SLEEVE PIPING THRU WALLS/FOUNDATIONS WHERE REQUIRED.

3. PLUMBING DRAWINGS ARE SCHEMATIC IN NATURE. FIELD VERIFY EXACT ROUTING AND COORDINATE WITH ALL OTHER TRADES.

4. ALL PIPING IN PLUMBING CHASES TO BE ARRANGED TO ALLOW MAINTENANCE ACCESS.

5. NO PIPING TO RUN OVER ELECTRICAL PANELS, VFD'S, OR MCC'S.

6. COORDINATE FAN ROOM FLOOR DRAIN LOCATIONS AND COOLING COILS.

7. NO FIRE PROTECTION LINE IS TO BE DESIGNED OR INSTALLED PRIOR TO CLOSE COORDINATION WITH ALL OTHER DISCIPLINES. DUCTWORK, MECHANICAL PIPING, AND PLUMBING TAKE PRECEDENCE OVER FIRE PROTECTION PIPING. FAILURE TO COMPLY WILL RESULT IN FIRE PROTECTION REMOVAL AND REINSTALLATION AT THE CONTRACTOR'S EXPENSE.

8. SLEEVE/CONFIGURE CMU WALLS FOR EMBEDDED PIPING AND PIPE PENETRATIONS AS REQUIRED.

9. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE MOUNTING HEIGHTS, DIMENSIONS, AND OTHER REQUIREMENTS.

10. CONTRACTOR TO VERIFY CONNECTION SIDE OF ADA FIXTURES AND ADJUST ACCORDINGLY.

11. LOCATE ALL VENTS MINIMUM 25 FT AWAY FROM AIR INTAKES.

12. INSTALL DOMESTIC WATER LINES BELOW DUCTWORK.

13. INSTALL A 24"x24" ACCESS DOOR BELOW ALL ISOLATION VALVES AND CIRCUIT SETTERS WHERE MOUNTED ABOVE HARD CEILINGS.

14. MOUNT ALL CEILING TYPE ISOLATION VALVES, CONTROL VALVES, CIRCUIT SETTERS, ETC. NEAR CEILING FOR ACCESSIBILITY.

15. DETAILS REFERENCE ALL SHEETS.

MECHANICAL PIPING GENERAL NOTES

1. PIPING DRAWINGS ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL ROUTING AND COORDINATE WITH ALL OTHER TRADES.

2. NO PIPING TO RUN DIRECTLY OVER ELECTRICAL PANELS, MCC'S, VFD'S. ROUTE AROUND AS REQUIRED.

3. INSTALL MANUAL AIR VENTS AT ALL HYDRONIC SYSTEM HIGH POINTS.

4. INSTALL ALL EQUIPMENT WITH SUFFICIENT CLEARANCE FOR MAINTENANCE PER MANUFACTURER'S RECOMMENDATION. PROVIDE A 24"X24" ACCESS DOOR BELOW EQUIPMENT BOX AND CONTROL VALVES WHERE INSTALL OVER HARD CEILING AREAS.

5. COORDINATE EXACT LOCATION OF T-STATS WITH ARCHITECTURAL FURNISHINGS.

6. INSTALL A 24"x24" ACCESS PANEL BELOW ALL VALVES, CIRCUIT SETTERS, AND CONTROL VALVES OVER HARD CEILINGS.

7. MECHANICAL PIPING TO BE INSTALLED ABOVE DUCTWORK AND EQUIPMENT EXCEPT WHERE SHOWN.

8. FIELD VERIFY ALL EQUIPMENT LOCATIONS.


MECHANICAL GENERAL NOTES

1. PROVIDE CD-1 TYPE DIFFUSER, AS SCHEDULED, FOR ALL CEILING SUPPLY DIFFUSERS UNLESS NOTED OTHERWISE.

2. PROVIDE RG-1 TYPE GRILLE, AS SCHEDULED, FOR ALL CEILING RETURN GRILLES SHOWN AS SUCH. PROVIDE SIZE 22x22, OR 22x10 WITH SOUND BOOT FOR UNDUCTED GRILLES.

3. PROVIDE EG-1 TYPE GRILLE, AS SCHEDULED, FOR ALL CEILING EXHAUST GRILLES, SHOWN AS SUCH.

4. PROVIDE BALANCING DAMPERS AT EACH BRANCH TAKE OFF TO SERVE DIFFUSER OR GRILLE AS WELL AS WHERE INDICATED.

5. COORDINATE EXACT LOCATION OF DUCTS WITH STRUCTURAL MEMBERS, LIGHTS, REFLECTED CEILING, CABLE TRAY, PLUMBING, MECHANICAL PIPING, ETC.

6. BRANCH DUCTWORK SHALL BE SIZED TO MATCH THE NECK SIZE OF THE DIFFUSER, REGISTER OR GRILLE IT SERVES UNLESS NOTED OTHERWISE.

7. INSTALL HARD ELBOWS AS SHOWN. HARD ELBOWS ARE REQUIRED FOR SOUND ATTENUATION.

8. INSTALL EQUIPMENT WITH CLEARANCE PER MANUFACTURER'S RECOMMENDATIONS. MAINTAIN PROPER SPACE FOR COIL PULL, CONTROLS, AND MAINTENANCE ACCESS.

9. INSTALL TURNING VANES IN ALL SQUARE AND RECTANGULAR LOW PRESSURE DUCTWORK.


11. ALL FIRE DAMPERS ARE 1-1/2 HR RATED, UNLESS NOTED OTHERWISE.

12. DO NOT ROUTE DUCTS OR PIPES ABOVE ELECTRICAL PANELS. DO NOT ROUTE DUCTS OR PIPES IN ELECTRICAL ROOMS, EXCEPT DUCTS AND PIPES SERVING THE ROOM.

13. IF CONTRACTOR ENCOUNTERS MATERIAL WHICH MAY CONTAIN ASBESTOS, IMMEDIATELY STOP WORK IN THIS AREA AND NOTIFY THE OWNER.

14. PROVIDE CEILING ACCESS PANELS AS REQUIRED WHERE MECHANICAL EQUIPMENT, VALVES, VAV BOXES, FIRE DAMPERS, ETC, ARE LOCATED ABOVE INACCESSIBLE CEILINGS.

FP GENERAL NOTES

1. DRAWING SHOULD NOT BE CONSIDERED AS A SHOP DRAWING. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND COORDINATE ALL PIPING WITH STRUCTURAL, MECHANICAL AND ELECTRICAL. SUBMIT SHOP DRAWINGS FOR FINAL REVIEW.

2. CONTRACTOR IS TO DEVELOP SHOP DRAWINGS AND HYDRAULIC CALCULATIONS CONFORMING TO NFPA 13, ADDITIONAL HEADS AND/OR PIPING REQUIRED TO MEET SAID STANDARDS IS THE RESPONSIBILITY OF THE CONTRACTOR. LOCATION OF ADDITIONAL HEADS ARE TO BE COORDINATED WITH ARCHITECT AND ENGINEER AND SUBMITTED FOR THEIR REVIEW. PIPE SIZES SHOWN ON DRAWING ARE FOR ILLUSTRATION PURPOSES ONLY FOR GENERAL COORDINATION.

3. NO FIRE PROTECTION LINE SHALL BE DESIGNED OR INSTALLED PRIOR TO CLOSE COORDINATION WITH ALL OTHER DISCIPLINES. DUCTWORK, MECHANICAL PIPING, AND PLUMBING TAKE SPACE PRECEDENCE OVER FIRE PROTECTION PIPING. FAILURE TO COMPLY WILL RESULT IN THE FIRE PROTECTION REMOVAL AND REINSTALLATION AT THE FIRE PROTECTION CONTRACTORS EXPENSE.

4. ALL WORK DONE SHALL BE PERFORMED WITH WATER CONTROL IN MIND. CONTAINMENT OF WATER IS NECESSARY TO PREVENT WATER FROM DAMAGING SURROUNDING AREA.

5. FIRE SPRINKLERS TO BE INSTALLED TO MEET NFPA-13-2013 EDITION. SPRINKLERS SHALL BE QUICK RESPONSE WITH TYPE AND FINISH TO MATCH EXISTING.

6. SCHEDULE 40 OR DYNA THREAD PIPING SHALL BE USED.

7. SHOP DRAWINGS, CALCULATIONS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO SUBMITTAL TO FIRE MARSHALL.

8. A WARRANTY FOR PRODUCT AND SYSTEM OPERATION SHALL BE PROVIDED FOR ONE YEAR UPON SYSTEM ACTIVATION AND ACCEPTANCE.

RE

GIST

ERE

DPROFESSIONA

L

EN

GIN

EER

No. 7122

S

TA

T E OF UTA

H

KIM P.

HARRIS

W W W . V B F A . C O M

ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F

CONSULTING ENGINEERS

330 South 300 East

Salt Lake City, UT 84111

Salt Lake City▪Logan ▪St. George▪Tempe

VBFA Project Number: 13553

PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS


APRIL 9, 2017

2012.093.03

ME001E

SYMBOLS AND LEGEND

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

UNIVERSITY OF UTAH, BUIDLING #25, 380S 1530 E SALT LAKE CITY, UT 84112


SHEET INDEX

SHEET

NUMBER SHEET TITLE

ME001E SYMBOLS AND LEGEND

MH-103E LEVEL 3 MECHANICAL PLANS

MH-104E MECHANICAL FLOOR PLANS

MH-601E MECHANICAL SCHEDULES AND DETAILS

u0113174

Code Compliance

HGFEDC

2

3

4

2

3

4

C D E F G H

2

3

4

C D E F G H

C D E F G H

2

3

4

C D E F G H

2

3

4

10/10 CD225

10/10 CD225

15/712/6 RAG

HGFEDC

2

3

4

2

3

4

C D E F G H

2

3

4

C D E F G H

C D E F G H

2

3

4

C D E F G H

2

3

4

12

RE

GIST

ERE

DPROFESSIONA

L

EN

GIN

EER

No. 7122

S

TA

T E OF UTA

H

KIM P.

HARRIS


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East




PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS


APRIL 9, 2017

2012.093.03

MH-103E

LEVEL 3 MECHANICAL PLANS

UNIVERSITY OF UTAH


21974

CO

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TR

UC

TIO

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TS



1/8" = 1'-0"MH-103E

1 LEVEL 3 MECHANICAL PLAN

1/8" = 1'-0"MH-103E

2 MECHANICAL DEMOLITION PLAN - LEVEL 3

KEYED NOTES#

1. DEMOLISH AND REMOVE EXISTING SUPPLY DUCTWORK AS SHOWN.

2. DEMOLISH AND REMOVE EXISTING RETURN AIR GRILLE.

u0113174

Code Compliance

2

3

4

C D E F G H

2

3

4

C D E F G H

10/6

1

1

3

2

10/8 8/6 8/6 8/6RG-1

10/10

10/10 CD185

10/10 CD185

10/10 CD185

10/10 CD300

14/6

8/6

RG-1

10/10

2 2

3 3

4 4

C

C

D

D

E

E

F

F

G

G

H

H

4

5 RE

GIST

ERE

DPROFESSIONA

L

EN

GIN

EER

No. 7122

S

TA

T E OF UTA

H

KIM P.

HARRIS


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East




PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS


APRIL 9, 2017

2012.093.03

MH-104E

MECHANICAL FLOOR PLANS

UNIVERSITY OF UTAH


21974

CO

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UC

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1/8" = 1'-0"MH-104E

1 Level 4 MECHANICAL PLAN

KEYED NOTES#

1. NO MECHANICAL OR PLUMBING WORK REQUIRED IN THIS AREA.

2. REMOVE DUCTWORK AND EXHAUST FAN DURING STRUCTURAL WORK IN THIS AREA. RE-INSTALL DUCTWORK AND EXHAUST FAN WHEN STRUCTURAL WORK IS COMPLETED.

3. ISOLATE AND DE-ACTIVATE FIRE SPRINKLER LINE. REMOVE PIPING DURING STRUCTURAL WORK IN THIS AREA. RE-INSTALL FIRE SPRINKLER PIPING WHEN STRUCTURAL WORK IS COMPLETED. RE-CONNECT SPRINKLER LINE AFTER RE-INSTALLATION OF PIPING.

4. DEMOLISH AND REMOVE EXISTING SUPPLY DUCTWORK AS SHOWN.

5. DEMOLISH AND REMOVE EXISTING RETURN AIR GRILLE.

1/8" = 1'-0"MH-104E

2 MECHANICAL DEMOLITION PLAN - LEVEL 4

u0113174

Code Compliance

RE

GIST

ERE

DPROFESSIONA

L

EN

GIN

EER

No. 7122

S

TA

T E OF UTA

H

KIM P.

HARRIS


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East




PROJECTNORTH

TRUENORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS


APRIL 9, 2017

2012.093.03

MH-601E

MECHANICAL SCHEDULES ANDDETAILS

UNIVERSITY OF UTAH


21974

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS



u0113174

Code Compliance

EX501D1

1

SCALE:NTS

TYPICAL LAY-IN FIXTURE MOUNTING DETAIL

FIXTURE CLAMP-PROVIDE

ONE PER SIDE PER FIXTURE

WIRE HANGER AT EACH

CORNER OF FIXTURE (TYP).

INDEPENDENT OF CEILING

SUPPORT SYSTEM

LAY-IN GRID

SYSTEM

RECESSED TROFFER

3

SP

#

J

#

OS

OS

PP

ABBREVIATIONSSYMBOL LIST

CEILING SURFACE / PENDANT SUSPENDED LIGHT FIXTURE

LINEAR SUSPENDED PENDANT LIGHT FIXTURE

LINEAR SUSPENDED PENDANT LIGHT FIXTURE (EMERGENCY POWER)

RECESSED DOWNLIGHT

RECESSED DOWNLIGHT (EMERGENCY POWER)

CEILING EXIT LIGHT

WALL MOUNTED EXIT LIGHT

RECESSED LIGHT FIXTURE

RECESSED LIGHT FIXTURE (EMERGENCY POWER)

SURFACE LIGHT FIXTURE

SURFACE LIGHT FIXTURE (EMERGENCY POWER)

SINGLE POLE SWITCH

3-WAY SWITCH

CEILING MOUNTED OCCUPANCY SENSOR

WALL MOUNTED OCCUPANCY SENSOR

POWER PACK

SLAVE POWER PACK

DUPLEX RECEPTACLE

DUPLEX RECEPTACLE GFI

QUADRAPLEX RECEPTACLE

QUADRAPLEX RECEPTACLE GFI

JUNCTION BOX

SURFACE EQUIPMENT CABINET AS NOTED

RECESSED EQUIPMENT CABINET AS NOTED

SURFACE ELECTRICAL PANELBOARD

RECESSED ELECTRICAL PANELBOARD

AFF

AIC

AL

BG

C

CFCI

CLG

CTR

CKT

CO

CU

EM

(E)

EWC

EWH

(F)

FA

FACP

FLA

GFI

GFP

GND

GRC

IG

LTG

MCB

MDP

MCC

MLO

(N)

NAC

NIC

NL

NTS

OFCI

OFOI

PNL

(R)

SPD

ST

TYP

UNO

VR

WG

WP

(X)

XFMR

ABOVE FINISHED FLOOR

AMP INTERRUPTING CURRENT (SYMMETRICAL)

ALUMINUM

BELOW GRADE

CONDUIT

CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CEILING

ABOVE COUNTER

CIRCUIT

CONDUIT ONLY

COPPER

EMERGENCY

EXISTING

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FUTURE

FIRE ALARM

FIRE ALARM CONTROL PANEL

FULL LOAD AMPS

GROUND FAULT INTERRUPTER

GROUND FAULT PROTECTOR

GROUND

GALVANIZED RIGID CONDUIT

ISOLATED GROUND

LIGHTING

MAIN CIRCUIT BREAKER

MAIN DISTRIBUTION PANEL

MOTOR CONTROL CENTER

MAIN LUGS ONLY

NEW

NOTIFICATION APPLIANCE CIRCUIT

NOT IN CONTRACT

NIGHT LIGHT

NOT TO SCALE

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

PANEL

RELOCATED

SURGE PROTECTIVE DEVICE

SHUNT TRIP

TYPICAL

UNLESS NOTED OTHERWISE

VANDAL RESISTANT

WIRE GUARD

WEATHER PROOF

DEMOLISH/DELETE

TRANSFORMER

DRAWING NOTE DESIGNATION

LIGHT FIXTURE DESIGNATION

FLEXIBLE CONDUIT

CONDUIT CONCEALED IN WALLS, CEILING, OR FLOOR

CONDUIT CONCEALED IN SLAB, UNDERGROUND, OR UNDERFLOOR

EXISTING CONDUIT

STUB UP

STUB DOWN

STUB OUT

GENERAL NOTES:A. ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH

LOCALLY ADOPTED CODES AND 2014 NEC.

B. PROVIDE PULLSTRING IN ALL EMPTY CONDUITS.

C. FIELD VERIFY EXACT EQUIPMENT LOCATIONS AND

TERMINAL CONNECTIONS REQUIRED PRIOR TO ROUGH-IN.D. COORDINATE ALL POWER OUTAGES IN WRITING 72 HOURS

IN ADVANCE WITH OWNER.

E. ALL DRAWINGS ARE PARTIALLY BASED ON INFORMATION

GIVEN IN EXISTING AS-BUILT DRAWINGS OR FROM FIELDINVESTIGATIONS. CONTRACTOR TO FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO BID.

F. CONTRACTOR TO MAKE ARRANGEMENTS WITH OWNER FOR

STAGING AREAS.

LUMINAIRE SCHEDULETYPE DESCRIPTION LAMP(S)/BALLAST(S) INPUT

(VA)VOLTAGE MANUFACTURER CATALOG #

A DESCRIPTION: VOLUMETRIC LED TROFFER LED 34 MVOLT LITHONIA 2VTL2 33L ADP EZ1 LP840

SIZE: 24" X 24" X 4-3/8" 4000 KELVIN

HOUSING: STEEL 3300 LUMENS PINNACLE

OPTICS: VOLUMETRIC REFLECTOR

MOUNTING: LAY-IN COLUMBIA

OTHER: MUST BE ON THE DLC QUALIFIED LIST OR ENERGY STAR LIST

CREE

AE DESCRIPTION: SAME AS "A" EXCEPT WITH AN EMERGENCY BATTERY PACK

C DESCRIPTION: LINEAR SUSPENDED DIRECT/INDIRECT PENDANT LED 40 MVOLT LITHONIA GRD LLP 8FT MSL8 80CRI 40K ID1300LMF 20/80 MIN1 ZT 120 SCT ADC F2/24A C099

SIZE: 8-1/4" X 48" X 1-3/4" 4000 KELVIN

HOUSING: COLD ROLLED STEEL 5067 LUMENS LEDALITE

END CAPS: SQUARE

FINISH: COLOR BY ARCHITECT ALERA

MOUNTING: PENDANT

OTHER: MUST BE ON THE DLC QUALIFIED LIST

H DESCRIPTION: LED PAR 38 REPLACEMENT LED 18 120 VOLT CONTECH LIGHTING LR3218D-250H45D-E26-4000K-120V

SIZE: 4.72" DIAMATER X 5.03" DEEP 4000 KELVIN

OPTICS: 45 DEGREE BEAM SPREAD 1200 LUMENS

J DESCRIPTION: LED WALL MOUNTED FIXTURE LED 134 MVOLT CREE LIGHTING SEC-EDG-4M-WM-06-E-EL-CBA-700-40K

SIZE: 8.3" WIDE X 4.1" TALL X 13.9" DEEP 4000 KELVIN

HOUSING: CAST ALUMINUM 10,842 LUMENS

FINISH: EPOXY PRIMER WITH POWDER COAT TOPCOAT, COLOR BY ARCH

DISTRUBUTION: TYPE IV MEDIUM DISTRIBUTION

MOUNTING: SURFACE WALL MOUNT

CURRENT: 700mA

S2 DESCRIPTION: LED AREA LIGHT LED 101 277 VOLT CREE LIGHTING ARE-EDR-2MB-R3-06-E-UL-BK-525-40K

SIZE: 21.4" HEIGHT X 23" DIAMETER 4000 KELVIN UNIVERSITY OF UTAH STANDARD - NO ALTERNATES

HOUSING: CAST ALUMINUM 7930 LUMENS

FINISH: EPOXY PRIMER WITH POWDER COAT TOPCOAT, BLACK

DISTRUBUTION: TYPE II DISTRIBUTION WITH BACK LIGHT SHEILD

POLE: 10' POLE

CURRENT: 525mA

S5 DESCRIPTION: LED AREA LIGHT LED 101 277 VOLT CREE LIGHTING ARE-EDR-5M-R3-06-E-UL-BK-525-40K

SIZE: 21.4" HEIGHT X 23" DIAMETER 4000 KELVIN UNIVERSITY OF UTAH STANDARD - NO ALTERNATES

HOUSING: CAST ALUMINUM 11074 LUMENS

FINISH: EPOXY PRIMER WITH POWDER COAT TOPCOAT, BLACK

DISTRUBUTION: TYPE V MEDIUM DISTRIBUTION

POLE: EXISTING POLE

CURRENT: 525mA

NOTES:

1 ALL LIGHT FIXTURES SHALL HAVE A MINIMUM 5 YEAR WARRANTY.

2 ALL LED LIGHT FIXTURES SHALL HAVE REPLACEABLE AND UPGRADABLE LED MODULES, LM79 AND LM80 LISTED, WITH 50,000 HR MIN. L70 RATING.

3 PROVIDE ADDITIONAL BALLAST/DRIVER FOR FIXTURES INDICATED AS EMERGENCY. REFER TO PLANS FOR QUANTITIES.

4 ROUGH-IN OPENINGS TO BE COORDINATED WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.

No. 271888

KENNETH D.

GARNER

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Copyright (C) 2013 by Colvin Engineering Associates, Inc. Salt Lake City, Utah. All rights reserved. U

nauthorized copying and/

or use is illegal and subject to prosecution.

COLVIN ENGINEER ING

A S S O C I A T E S244 West 300 North, Suite 200 / Salt Lake City, Utah 84103

Phone 801.322.2400 / colvinengineering.com

PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT

NO.:GSBS PROJECT

NO.:ISSUED

DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITEC


4/9/17

APRIL. 9, 2017

2012.093.00

EG-100D2

SYMBOLS, ABBREVIATIONS

AND SHEET INDEX

UNIVERSITY OF UTAH


21974

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SHEET INDEX

SHEET # SHEET NAME

EG-100D2 SYMBOLS, ABBREVIATIONS AND SHEET INDEX

ED-102D2 ELECTRICAL DEMO PLAN - LEVEL 2

ED-103E ELECTRICAL DEMO PLAN - LEVEL 3 & 4

EE-132D2 ELECTRICAL PLAN - LEVEL 2

EE-133E ELECTRICAL PLAN - LEVEL 3 & 4

PHASE

B

PHASE C

PHASE

D

PHASE

KEY

PHASE D2

&E

u0113174

Code Compliance

4

3

2

C D E F G H

1111 2

1

1

1

11

1

1

1 1 11 1 1

1

1

1

1

1 1 1 1

1

22 2222 2 2

2222222

No. 271888

KENNETH D.

GARNER

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ATTS

ELCI

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FPRO

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COLVIN ENGINEER ING



PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT

NO.:GSBS PROJECT

NO.:ISSUED

DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITEC


4/9/17

APRIL. 9, 2017

2012.093.00

ED-102D2

ELECTRICAL DEMO PLAN -

LEVEL 2

UNIVERSITY OF UTAH


21974

CO

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1 REMOVE THE EXISTING INCANDESCENT LAMP. THE

LIGHT FIXTURE IS TO REMAIN IN PLACE UNLESS IT

INTERFERES WITH THE SEISMIC WORK. COORDINATE

WITH THE STRUCTURAL CONTRACTOR. IF A FIXTURE

NEEDS TO BE REMOVED, STORE THE FIXTURE AND

REINSTALL AFTER THE STRUCTURE IS COMPLETE.

2 REMOVE THE EXISTING INCANDESCENT LAMP. FIXTURE

IS TO REMAIN.

GENERAL NOTES

A. DEVICES SHOWN AS EXISTING ARE PARTIALLY BASED

ON AS-BUILT AND OTHER DRAWINGS WHICH MAY NOT

SHOW ALL DEVICES OR MAY NOT SHOW ALL DEVICES

OR MAY CONTAIN ERRORS. THE DEMOLITION DRAWING

S ARE CREATED TO SHOW THE INTENT OF DEMOLITION,

BUT MAY NOT SHOW ALL DEVICES.

B. ALL CONDUIT AND WIRE NO LONGER IN USE IS TO BE

DEMOLISHED. PREVIOUSLY ABANDONED CONDUIT AND

WIRE FOUND IS TO BE DEMOLISHED BACK TO ITS

SOURCE. NO CONDUIT OR WIRE IS TO ABANDONED IN

PLACE.

C. IF ANY FIRE ALARM DEVICES OR FIRE ALARM

CIRCUITING NEEDS TO BE REMOVED TO PERFORM THE

WORK, EARLY COORDINATION WITH THE U OF U IS

REQUIRED.

KEYED NOTES1 REMOVE THE EXISTING INCANDESCENT LAMP. THE

LIGHT FIXTURE IS TO REMAIN IN PLACE UNLESS IT

INTERFERES WITH THE SEISMIC WORK. COORDINATE

WITH THE STRUCTURAL CONTRACTOR. IF A FIXTURE

NEEDS TO BE REMOVED, STORE THE FIXTURE AND

REINSTALL AFTER THE STRUCTURE IS COMPLETE.

2 REMOVE THE EXISTING INCANDESCENT LAMP. FIXTURE

IS TO REMAIN.

1/8" = 1'-0"1

ELECTRICAL DEMO PLAN - LEVEL 2

PHASE

B

PHASE C

PHASE

D

PHASE

KEY

PHASE D2

&E

u0113174

Code Compliance

300A

333

334

335 336 301 301A 303 304 307 308

326 310

300

300M 300G

300E

316317

318319

320321

329330

331332

327328 300L

302 305 306 309

325 324

315

314 313 312 311

4

3

2

C D E F G H

1 1 1

1

1

1

1

11

1 1 1

2 2

2 2

2 2

2 2

1

406

407

407A

408

411

412

413

414

416

417

418

419

420

421

422

423

424

425 426427 428

415C

415A

415B

400G

435 437

400E400A400

415

429

429 430 431

409

410

4

3

2

C D E F G H

1 1

1

1 11

1

1 1

1 1

1 11

1

1

1

11

2

2

2

2 2

2 2

No. 271888

KENNETH D.

GARNER

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ATTS

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COLVIN ENGINEER ING



PROJECT

NORTH

TRUE

NORTH

OWNER PROJECT

NO.:GSBS PROJECT

NO.:ISSUED

DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITEC


4/9/17

APRIL. 9, 2017

2012.093.00

ED-103E

ELECTRICAL DEMO PLAN -

LEVEL 3 & 4

UNIVERSITY OF UTAH


21974

CO

NS

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1 DEMOLISH THE EXISTING LIGHT FIXTURE. MAINTAIN

CIRCUIT FOR RE-USE. DEMOLISH ANY ABANDONED

CONDUIT AND WIRE.

2 DEMOLISH RECEPTACLES, DATA, CONTROLS, ETC ON

ON THE WALLS THAT ARE TO BE DEMOLISHED.

GENERAL NOTES

A. DEVICES SHOWN AS EXISTING ARE PARTIALLY BASED

ON AS-BUILT AND OTHER DRAWINGS WHICH MAY NOT

SHOW ALL DEVICES OR MAY NOT SHOW ALL DEVICES

OR MAY CONTAIN ERRORS. THE DEMOLITION DRAWING

S ARE CREATED TO SHOW THE INTENT OF DEMOLITION,

BUT MAY NOT SHOW ALL DEVICES.

B. ALL CONDUIT AND WIRE NO LONGER IN USE IS TO BE

DEMOLISHED. PREVIOUSLY ABANDONED CONDUIT AND

WIRE FOUND IS TO BE DEMOLISHED BACK TO ITS

SOURCE. NO CONDUIT OR WIRE IS TO ABANDONED IN

PLACE.

C. IF ANY FIRE ALARM DEVICES OR FIRE ALARM

CIRCUITING NEEDS TO BE REMOVED TO PERFORM THE

WORK, EARLY COORDINATION WITH THE U OF U IS

REQUIRED.

KEYED NOTES1 DEMOLISH THE EXISTING LIGHT FIXTURE. MAINTAIN

CIRCUIT FOR RE-USE. DEMOLISH ANY ABANDONED

CONDUIT AND WIRE.

2 DEMOLISH RECEPTACLES, DATA, CONTROLS, ETC ON

ON THE WALLS THAT ARE TO BE DEMOLISHED.

1/8" = 1'-0"1


1/8" = 1'-0"2


PHASE

B

PHASE C

PHASE

D

PHASE

KEY

PHASE D2

&E

u0113174

Code Compliance

OS OS

OSOS

5

4

3

2

1

A B C D E F G H J

1 1 1 1 1 1

1 1 1 1 1 1 1 1

1

1

1 1

1

1

H H

H

H

HH

H

H

H

S5S5

S2

22

2 2

3

3

1 1

1 11

+12'-0" J

4

5

6

7

8

9

No. 271888

KENNETH D.

GARNER

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ATTS

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FPRO

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COLVIN ENGINEER ING



PROJECTNORTH

TRUENORTH

OWNER PROJECT

NO.:GSBS PROJECT

NO.:ISSUED

DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITEC


4/9/17

APRIL. 9, 2017

2012.093.00

EE-132D2

ELECTRICAL PLAN - LEVEL 2

UNIVERSITY OF UTAH


21974

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1/8" = 1'-0"1


1 INSTALL NEW LED LAMP.

2 PROVIDE AN OUTDOOR RATED MOTION DETECTOR FORTHE PLAZA LIGHTING. PROVIDE WATT STOPPEREW-200-120-X (OR APPROVED EQUAL).

3 REPLACE THE EXISTING LUMINAIRE WITH THE NEWTYPE SHOWN. REUSE EXISTING POLE.

4 THE NEW POLE IS TO BE MOUNTED IN THE OPENING OFTHE BRIDGE WALL. REFER TO THE STRUCTURALDRAWINGS FOR MOUNTING DETAILS.

5 THE EXISTING AREA LIGHTING CIRCUIT IS LOCATED INAN INGRADE BOX ON THE GROUND LEVEL.

6 PROVIDE CONDUIT UNDERGROUND TO THE COLUMNLOCATION.

7 RISE UP THIS SIDE OF THE COLUMN TO THE UNDERSIDEOF THE BRIDGE.

8 ROUTE THE CONDUIT UNDER THE BRIDGE TO THE NEWFIXTURE LOCATION. RUN ALL CONDUIT ALONG THESTRUCTURAL LINES OF THE BRIDGE.

9 EXTEND THE EXTERIOR LIGHTING CIRCUIT FROM THEELEVATOR CANOPY TO THE NEW FIXTURE. WORK WITHTHE STRUCTURAL CONTRACTOR TO BE ABLE TOINSTALL THE CONDUIT WHEN THE CEILING IS OPEN.

KEYED NOTES1 INSTALL NEW LED LAMP.

2 PROVIDE AN OUTDOOR RATED MOTION DETECTOR FORTHE PLAZA LIGHTING. PROVIDE WATT STOPPEREW-200-120-X (OR APPROVED EQUAL).

3 REPLACE THE EXISTING LUMINAIRE WITH THE NEWTYPE SHOWN. REUSE EXISTING POLE.

4 THE NEW POLE IS TO BE MOUNTED IN THE OPENING OFTHE BRIDGE WALL. REFER TO THE STRUCTURALDRAWINGS FOR MOUNTING DETAILS.

5 THE EXISTING AREA LIGHTING CIRCUIT IS LOCATED INAN INGRADE BOX ON THE GROUND LEVEL.

6 PROVIDE CONDUIT UNDERGROUND TO THE COLUMNLOCATION.

7 RISE UP THIS SIDE OF THE COLUMN TO THE UNDERSIDEOF THE BRIDGE.

8 ROUTE THE CONDUIT UNDER THE BRIDGE TO THE NEWFIXTURE LOCATION. RUN ALL CONDUIT ALONG THESTRUCTURAL LINES OF THE BRIDGE.

9 EXTEND THE EXTERIOR LIGHTING CIRCUIT FROM THEELEVATOR CANOPY TO THE NEW FIXTURE. WORK WITHTHE STRUCTURAL CONTRACTOR TO BE ABLE TOINSTALL THE CONDUIT WHEN THE CEILING IS OPEN.

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

GENERAL NOTESA. ALL NEW JBOXES ARE TO BE LABELED PER U OF U

STANDARDS.

u0113174

Code Compliance

OS OS OS OS OS OS

OS

333

304

310326

336 301

302

303

305 306 309

316317

318319

320321327328

329330

331332

300L

300M 300G

300

300A 300E

301A

334 335

307 308

311312313314

315

324325

88 SF

322A

88 SF

322B

4

3

2

C D E F G H

C C C

A A

C C C

CA

AE

C A A

A

1 1 1

1

1 1 1

1

1

1

1

22

2 2 2 2

3 33

3 3 3

2 2

3 3

C

1

C

1

425 426 427 428311 SF

404

400

424

423

422

421 419

418

417

416

415A

415B

414

413

415C420

412

411 408

407A

407 406

400G

437435

400A 400E

415

429 430 431 162 SF

401

410 409

4

3

2

C D E F G H

C

C

A

A A

AAE

AA

A

A

A

C CA

A

A

A

1 11

1 1

1 1

1 1

1

1

1

1

1

11

1

22

2 23 3

33

A

No. 271888

KENNETH D.

GARNER

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ATTS

ELCI

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ISSE OLA

N




COLVIN ENGINEER ING



PROJECTNORTH

TRUENORTH

OWNER PROJECT

NO.:GSBS PROJECT

NO.:ISSUED

DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITEC


4/9/17

APRIL. 9, 2017

2012.093.00

EE-133E

ELECTRICAL PLAN - LEVEL 3 &

4

UNIVERSITY OF UTAH


21974

CO

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1/8" = 1'-0"1


1/8" = 1'-0"2


1 RE-USE THE EXISTING LIGHTING CIRCUIT. PROVIDENEW CONDUIT AND WIRE AS REQUIRED. RE-USE THEEXISTING LIGHTING CONTROLS.

2 REUSE THE EXISTING CIRCUIT. DO NOT PUT MORETHAN (6) RECEPTACLES PER CIRCUIT.

3 PULL NEW DATA TO LOCATIONS SHOWN.

GENERAL NOTES

KEYED NOTES1 RE-USE THE EXISTING LIGHTING CIRCUIT. PROVIDE

NEW CONDUIT AND WIRE AS REQUIRED. RE-USE THEEXISTING LIGHTING CONTROLS.

2 REUSE THE EXISTING CIRCUIT. DO NOT PUT MORETHAN (6) RECEPTACLES PER CIRCUIT.

3 PULL NEW DATA TO LOCATIONS SHOWN.

PHASE B

PHASE C

PHASE D

PHASE KEY

PHASE D2&E

A. ALL EMERGENCY BATTERY FIXTURES REQUIRE ANUN-SWITCHED HOT TO MAINTAIN THE BATTERYCHARGE.

B. ALL NEW J-BOXES ARE TO BE LABELED PER U OF USTANDARDS.

C. REPLACE ANY FIRE ALARM DEVICE THAT WASREMOVED FOR ANY FIRE ALARM WORK, EARLYCOORDINATION WITH THE U OF U IS REQUIRED.

u0113174

Code Compliance

UNIVERSITY OF UTAH 21974 05/01/ 2017 - BidNet

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