GI001

INFO & SHEET INDEX

ANALYSIS, GENERAL

TITLE SHEET, CODE

DTL#SHT#

DTL#SHT#

WithWelded Anchor StudWoodWaterproofWainscotWithoutWorking PointWater ResistantWrought Iron

w/W.A.S.Wd.Wp.Wsct.w/oW.P.W.R.W.I.

Vary or VariesVerticalVent Through RoofVinyl Composition Tile

Var.Vert.V.T.R.VCT

UnfinishedUnless Noted Otherwise

Unf.U.N.O.

To be RemovedTelephoneTemporary/TemperedThick (ness)Tongue and GrooveTop of ConcreteTop of CurbTop of FootingTop of PlateTop of WallTreadTypical

T.B.R.Tel.Temp.Thk.T & GT/ConcT/CurbT.O. FTG.T.O.P.T/WallT.Typ.

ScheduleSealantSectionService SinkSheetSimilarSlopeSolid CoreSpecificationsSquareStandardSteelStorageStructural/StructureSymmetrical

Sched.Seal.Sect.S.Sk.Sht.Sim.Sl./Slp.S.C.Spec.Sq.Std.Stl.Stor.StructSym.

RevisedRiserRoof DrainRoomRough Opening

Rev.R.R.D.Rm.R.O.

RadiusRubber BaseRain Water LeaderReference Finish FloorReflectedReinforcingRequiredRetaining

Rad.R.B.R.W.L.R.F.F.Refl.Reinf.Req.Ret.

Quarry TileQ.T.

OfficeOn CenterOpeningOppositeOpposite HandOutside DiameterOverflow Roof Drain

Off.O.C.Opng.Opp.Opp. H.O.D.O.R.D.

NominalNorthNot In ContractNot To ScaleNumber

Nom.N.N.I.C.N.T.S.No. or #

MaterialMasonryMaintenanceManufacturerManholeMasonry OpeningMaximumMechanicalMembraneMen's ToiletMetalMinimumMirrorMiscellaneousMountedMullion

Matl.Mas.Maint.Mfr.M.H.M.O.Max.Mech.Memb.MenMtl./Met.Min.Mir.Misc.Mtd.Mul.

KitchenKit.LaminateLavatoryLightLow Point

Lam.Lav.Lt.L.P.

JanitorJointJunction Box

Jan.Jt.J-Box

InchInside DiameterInsulationInteriorInvert ElevationInvert Elevation

In.I.D.Inusl.Int.I.E.Inv.

High Density PolyethyleneHardware Group #HardwoodHeightHigh PointHorizontalHose BibbHollow MetalHours (Fire Rating)

H.D.P.E.HG#Hdwd.Ht.H.P.Horiz.H.B.H.M.Hr.

GalvanizedGalvanized IronGaugeGlassGradeGroundGypsum BoardGypsum Waterproof Board

GalvG.I.Ga.Gl.Gr.Gnd.Gyp. Bd.GWB

FinishFire AlarmFire ExtinguiserF.E. CabinetFloorFloor DrainFace of StudFace of WallFootingFoundationFinish Floor

Fin.F.A.F.E.F.E.C.Flr./Fl.F.D.F.O.S.F.O.W.Ftg.Fdn.F.F.

EqualEquipmentExistingExpansionExterior

Eq.Equip.Exist.Exp.Ext.

EastEachElectric (al)ElevationExisting

E.Ea.Elec.Elev./El.Exist.

DetailDepartmentDiameterDimensionDownDownspoutDrawingDrinking Fountain

Det.Dept.Dia.Dim.Dn.D.S.Dwg.D.F.

CarpetCaulkingCast IronCeilingCementCenterCenter LineCeramicCeramic TileClear (ance)ClosetColumnConcreteConcrete Masonry UnitCorrugated Metal PipeConnectionConstructionContinue/ContinuousContractorControl JointCorridorCounterCountersunk

Cpt.Clkg.C.I.Clg.Cem.Ctr.CCer.C.T.Clr.Clo.Col.Conc.CMUCMPConn.Constr.Cont.Contr.C.J.Corr.Cntr.Ctsk.

BeamBlockBlockingBoardBottomBuilding

Bm.Blk.Blkg.Bd.Bot.Bldg.

Accoustic Ceiling TileAlternateAluminumAnchor BoltAndArchitecturalAt or At The

Act.Alt.Alum.A.B.&Arch.@

RM. NAME/NUMBRM. FINISH SYMB.

SHT #DTL#

N

EW

S

SPOT ELEV. SYMB.

DATUM PT. SYMB. DOOR/HDWR. SYMB.

WALL SECT. SYMB.

BLDG. SECT. SYMB.

DETAIL REF. SYMB.

INTR. ELEV. SYMB.

BLDG. ELEV. SYMB.

FINRM. #

ELEV

DTL#SHT#

DR. #HW. #

T.O.ELEV

RM. NAMERM. #

F/B W/W

ELEV REF #

DTL#SHT#

0KEYED NOTE SYMB.

WINDOW SYMB.

CEIL. FINISH/ELEV. SYMB.

WOOD(BLOCKING)

TO REMOVE

GYPSUMBOARD

BACKER ROD ANDFILLER

ACOUSTICALTILE

BATTINSULATION

ALUMINUM

WOODFINISH

PLYWOOD

STONE

GRANITE

MARBLE

CAST STONE

CONCRETE

GRAVEL

FENCE

METAL LATH

COMPRESSIBLEFILLER

PLASTER

RIGIDINSULATION

STEEL

WOODFRAMING

LIMESTONE

BRICK

CMU

CONCRETEW/ ARCH.FINISH

SAND

EARTH

X X

UVU

WOODBURY BUSINESS BUILDING

DEAN'S SUITE REMODEL

OWNERDFCMDwight PalmerProject Manager

4110 State Office Bldg.Salt Lake City, Utah 84114

phone (801) 903-8226

USERUVU Facilities PlanningStacy HammProject Manager800 West University ParkwayOrem, Utah 84058-5999

phone (801) 863-7534

ARCHITECTDesign Sequence350 South 200 East, #106Salt Lake City, Utah 84111

(801) 596-0691

GI001 TITLE SHEET, GENERAL INFO, SHEET INDEX, CODE ANALYSIS

DEMO PLANAD101

GENERAL ABBREVIATIONS DRAWING INDEXMATERIALS LEGEND

PROJECT DIRECTORY

GRAPHIC SYMBOLS

AE111

AE501

REFLECTED CEILING PLAN

ARCHITECTURAL DETAILS

AE601 DOOR SCHEDULE & DETAILS

CODE ANALYSIS

AE602 WINDOW DETAILS

North: __________ South: __________ East: __________ West: __________

Special Use and Occupancy (e.g. High Rise, Covered Mall): _____________________

Official for Complex Buildings. Including, but not limited to:

a) High Rise Requirements.

b) Atriums.

c) Performance Based Criteria.

d) Means or Egress Analysis.

2) Additional Code Information shall be provided at the discretion of the Building

Code Accessibility Chapters, the more restrictive requirement shall govern.

through - ADA Guidelines and specific reference to the International Building

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts

FOOTNOTES:

M. Minimum Number of Required Plumbing Facilities:

Exit Width Required: ______ Exit Width Provided: ______

BAHTBABABA

Design Wind Speed: _____________ mphB. Seismic Design Category: ___________

L. Design Occupant Load: ______

K. Fire Resistance Rating Requirements for Building Elements (hours). Unchanged by remodel

Area Modifications: Unchanged by remodel.J.

(square feet): ________________________________________Actual AreaH.

Number of Stories: ___________________ Building Height: ___________________G.

Required: ________ Provided: ________ Type of Sprinkler System: ________

Sprinklers:F.

Mixed Occupancies: _______________ Nonseparated Uses: _______________E.

separation distance (in hours):

Requirements for the Exterior Walls based on the fireFire Resistance RatingD.

C. Type of Construction (circle one):

Change in Use: Yes ______ No ______ Mixed Occupancy: Yes ______ No ______

National Electrical Code

Conservation Code

International Energy

International Fire Code

International Plumbing Code

International Mechanical Code

International Building Code

YearYear

APPLICABLE CODES

A. Occupancy and Group: ________ ________ ________ ________ ________

2015 2014

B

NON/A

NO

YESEXISTING

122.4"

201520152015

2015 2015

g) Fire Stopping, Including Tested Design Number.

f) Exterior and Interior Accessibility Route.

e) Fire Assembly Locator Sheet.

ICC/ANSI A117.1

X

NO

YES WETEXISTING

2.4"

N/A

X

N/AN/A N/A N/A N/A

1,173 sf remodeled area

EXISTING. OCCUPANT LOAD UNCHANGED BY REMODEL

GENERAL NOTES

1. CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH ALL PORTIONS OF THEDRAWINGS, SPECIFICATIONS, ADDENDUM AND CHANGE ORDERS THAT PERTAIN TO THEIR WORK. THEY SHALL BEHELD RESPONSIBLE FOR ADHERING TO THOSE REQUIREMENTS AND SHALL NOT PREPARE ANY BID FROMPARTIAL SETS.

2. ALL DIMENSIONS & EXISTING CONDITIONS IN AREAS OF WORK ARE TO BE FIELD VERIFIED PRIOR TO COMMENCINGWORK - ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER OF RECORD PRIOR TOCOMMENCING WORK.

3. PROTECT ALL AREAS & SURFACES ADJACENT TO DEMOLITION & CONSTRUCTION. PATCH & REPAIR ANY DAMAGERESULTING FROM THE DEMOLITION OF EXISTING ITEMS OR THE CONSTRUCTION OF NEW ITEMS.

4. NOTED AREAS INDICATED THE GENERAL EXTENT OF DEMOLITION. THE CONTRACTOR'S CHOICE OF MEANS &METHODS OF CONSTRUCTION MAY REQUIRE MORE OR LESS DEMOLITION. THE MEANS & METHODS OFDEMOLITION & CONSTRUCTION MUST BE ACCOUNTED FOR IN THE CONTRACTORS BID. ANY DEMOLITION & REPAIRTO ADJACENT SURFACES BEYOND THE AREAS INDICATED IN THE CONTRACT DOCUMENTS WILL NOT BECOMPENSATED FOR AFTER THE BID OPENING.

5. 72-HOUR NOTICE IS REQUIRED FOR ANY UTILITY SHUT DOWN.

6. SEE MECHANICAL & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION & COORDINATE.

7. STUD BOTTOM TRACKS TO BE MECHANICALLY FASTENED TO THE SLAB OR SUB FLOORING AS OCCURS.

8. STUDS TO BE SHEATHED WITH 58" TYPE 'X' GYP. BOARD UNLESS OTHERWISE NOTED.

9. PROVIDE SEALANT AROUND ALL PERIMETER WALL PENETRATIONS.

10. CONTRACTOR SHALL MAINTAIN EXISTING BUILDING FIRE RATING ON EXISTING CORRIDORS, ALL VERTICAL EXITSAND SHAFT ENCLOSURES IN COMPLIANCE WITH CODE REQUIREMENTS.

11. ALL NUTS, BOLTS & MISCELLANEOUS METAL EXPOSED TO WEATHER SHALL BE GALVANIZED UNLESS OTHERWISENOTED.

12. ALL WORK SHALL COMPLY STRICTLY WITH THE 2012 INTERNATIONAL BUILDING CODE, AND ALL LOCAL CODESAND ORDINANCES.

13. DRAWINGS ARE NOT TO BE SCALED, DIMENSIONAL DISCREPANCIES SHALL BE CLARIFIED WITH THE ARCHITECT.

14. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY OR GYP. BD. UNLESS OTHERWISE NOTED.

15. DO NOT CLOSE OR OBSTRUCT STREET, WALKS, DRIVES, PARKING OR OTHER OCCUPIED OR USED SPACES ORFACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION.

16. CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, FALSE WORK, TEMPORARY STRUCTURES INCLUDINGFOUNDATIONS & DEBRIS OF EVERY NATURE RESULTING FROM HIS OPERATIONS, AND PUT THE SITE IN A NEAT,ORDERLY CONDITION.

17. CONTRACTOR SHALL VERIFY THE LOCATION AND SHALL PROVIDE AND PROTECT UTILITIES WITHIN THE WORK AREA,WHETHER OR NOT INDICATED IN THE DRAWINGS. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES IMMEDIATELYSHOULD SERVICES BE INTERRUPTED.

18. FIRE EXTINGUISHERS ARE TO BE MAINTAINED IN ALL AREAS WHERE TORCHES ARE BEING USED.

19. ALL CONTRACTORS ARE TO SUPPLY THEIR OWN SAFETY EQUIP.

20. CONTRACTOR TO PROVIDE AND INSTALL FIRE EXTINGUISHERS PER THE DIRECTION OF THE AUTHORITY HAVINGJURISDICTION PRIOR TO SUBSTANTIAL COMPLETION.

21. FLOOR CARPET SHALL BE TESTED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARD253 AND BE A CLASS I (0.45 WATTS/CM) IN CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS.

22. THERMAL AND SOUND INSULATION AND COVERING WHICH ARE INSTALLED IN CONCEALED AND EXPOSED SPACESAND AS COVERING OVER PIPE AND TUBING SHALL BE TESTED IN ACCORDANCE WITH AMERICAN SOCIETY OFTESTING MATERIALS (ASTM) E 84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450.

23. THERMAL AND SOUND INSULATION AND COVERING OVER PIPE AND TUBING WHICH ARE INSTALLED IN CONCEALEDPLENUM SPACES SHALL BE TESTED IN ACCORDANCE WITH AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)E 84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-50.

24. INTERIOR WALL FINISHES WHICH ARE TEXTILES AND CEILING TILE SHALL BE TESTED IN ACCORDANCE WITHAMERICAN SOCIETY OF TESTING MATERIALS (ASTM) E 84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKEINDEX OF 0-450

25. SMOKE DAMPERS SHALL BE LISTED UL555S AND BE CONTROLLED BY AUTOMATIC SMOKE DETECTION EITHER INTHE DUCT OR AREA OF SMOKE SEPARATION.

26. PENETRATIONS OF SMOKE BARRIERS AND PARTITIONS SHALL BE PROVIDED WITH AN APPROVED FIRE/SMOKESTOP SYSTEM OF A MINIMUM OF 1 HOUR FIRE RATED MATERIALS WHICH HAVE BEEN TESTED BY ASTM E 814.

27. FIRE STOPPING MATERIALS FOR NON-FERROUS PIPE, CONDUIT AND OTHER SYNTHETIC MATERIALS SHALL BECOMPATIBLE WITH EACH.

28. ENVIRONMENTAL AIR DUCTS THAT PENETRATE FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH UL 555LABELED FIRE DAMPERS THAT HAVE A FIRE RATING OF AT LEAST 75% OF THE ASSEMBLY BEING PENETRATED.ALL SYSTEMS SHALL COMPLY WITH IFC 907.2.13.1.2. AND 907.4.1 AS APPROPRIATE.

29. ALL FIRE RATED ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH AMERICAN SOCIETY OF TESTINGMATERIALS (ASTM) E 119 OR EQUIVALENT.

30. CONTRACTOR TO ENGINEER ALL METAL STUD CONNECTIONS, TYP.

VICINITY MAP

PROJECT LOCATION

deferred submittals

1. FIRE SPRINKLER SYSTEMS JULY 20172. FIRE ALARM SYSTEMS JULY 2017

NOTES:THE SUBMITTALS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW WITHAN ACCOMPANIED LETTER FROM THE ARCHITECT STATING THAT THE DRAWINGS ARE INCONFORMANCE WITH HER DESIGN.

SUBMITTALS FOR FIRE ALARMS AND SUPPRESSION SHALL BE SUBMITTED TO THESTATE FIRE MARSHAL FOR THERE APPROVAL.

THE WORK RELATED TO THE DEFERRED SUBMITTALS IS NOT TO COMMENCE UNTIL THEBUILDING OFFICIAL HAS APPROVED THE SUBMITTAL.

compliance requirements

1. THE FOLLOWING DOCUMENTS COMPLY WITH DFCM STANDARDS

2. THE FOLLOWING DOCUMENTS ARE REQUIRED BEFORE A CERTIFICATION OF OCCUPANCY IS ISSUED:· A CODE INSPECTION REPORT RECOMMENDING THAT A CERTIFICATE OF

OCCUPANCY BE ISSUED.· CERTIFICATE OF FIRE CLEARANCE FROM THE STATE FIRE MARSHALL.

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

LOT M

LOT H

LOT ALOT B

LOT C

LOT D LOT E

LOT G

LOT P

LOT J

LOT R

LOT S

LOT T

LOT U

E

N

W

S

LOT Q

MAINTENANCE

MOTORPOOL/

PARKING/

ENGINEERING

& GROUNDS

GROUNDS/

POLICE-

LOCKSMITH/

HOUSE

GREEN

STORAGE

PARKING

STORAGE

GROUNDS/MAINTENANCE

CONSTRUCTION

REPAIR

SMALL ENGINE

GR

OU

ND

S

ST

OR

AG

E

SIG

N S

HO

P/

ST

OR

AG

E

MA

INT

EN

AN

CE

SH

OP

/

ST

OR

AG

E

STORAGE

EQUIPMENT

DISPATCH

GROUNDS

GROUNDS

SHED

PARKING

4 0

0

W E

S T

CONTRUCTION

SHOP

EQUIPMENT

24'x48'

ELECTRICIAN

SHOP

24'x56'

STORAGE

GROUNDS

PE

LC

CP

PS

EN

BA

WB SA

GTGT

GT

MCCS

AB

FA

PE

LOT V

SC

LOT K

LOT L

LOT N

LOT N

R

A

I

L

R

O

A

D

LA

t

e

s

t

i

n

g

WS

EB

Fax: (801) 538 - 3267

Phone: (801) 538 - 3018

Salt Lake City, Utah 84114

4110 State Office Building

Construction & Management

Division of Facilities

Department of Administrative Services

State of Utah

AD111 DEMO CEILING PLAN

AE101 FLOOR PLAN

800 WEST UNIVERSITY PARKWAYOREM, UTAH

DFCM# 15021790

GI002

& EXITING PLAN

SPECIAL INSPECTIONS

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

A1 EXITING PLAN1/16" = 1'-0" 8'4' 16'0

d1

d1

d2

d2

d3

d4

d5

d6

d7

d7

AD101

DEMO PLAN

A1 DEMO PLAN1/8" = 1'-0" 8'4' 16'0

KEY PLAN

WORK AREA

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

DEMOLITION LEGEND

EXISTING SUSPENDEDCEILING TILE & GRID TO BEDEMOLISHED, TYPICAL

REMOVE EXISTING WALL. TERMINATE AND/OR REROUTE ELECTRICAL AND PLUMBING AS REQ'D.

REMOVE EXISTING DOOR, HARDWARE AND FRAME.

REMOVE EXISTING DOOR, HARDWARE, FRAME AND GLAZING. SALVAGE DOOR AND HARDWARE TO RE-INSTALL IN NEW HM FRAME

REMOVE EXISTING GLASS AND WINDOW FRAME.

REMOVE EXISTING CARD READER AND POWER SUPPLY, SALVAGE AND RE-INSTALL ON NEW DOOR

REMOVE EXISTING WOOD TRIM AT TOP OF WALL. PATCH AND REPAIR WALL AS REQUIRED. PROVIDE SKIM COAT AS REQUIRED.

REMOVE EXISTING LIGHT FIXTURES. CIRCUITRY AND WIRING TO REMAIN TO RECONNECT NEW LIGHT FIXTURES.

REMOVE EXISTING WOOD WALL PANELING

d1

d2

d3

d4

DEMOLITION KEYED NOTES

1. TAKE CARE NOT TO DAMAGE EXISTING ELEMENTS SHOWN TO REMAIN.

DEMO SCOPE OF WORK NOTES

d5

d6

d7

d8

A

A

A

A

B B

A

A

1022

1011

1043

1032

1

OFFICE128D

A 1

OFFICE128

A 1

STORAGE128E

A 1

AE101

FLOOR PLAN

A1 FLOOR PLAN1/8" = 1'-0" 8'4' 16'0

KEY PLAN

WORK AREA

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

1. PATCH AND REPAIR ALL AREAS EFFECTED BY REMODEL.

FINISH LEGEND

ROOM NAMERM NUMF W

A. EXISTING CARPET TO REMAIN. PROVIDE NEW 4" RUBBER BASETO MATCH EXISTING AT NEW WALLS.

WALL / WAINSCOTFLOOR / BASE

1. GYPSUM BOARD WALLS TO BE PAINTED

NOTE: ALL FINISHES ARE TO MATCH EXISTING IN BUILDING, G.C. TO FIELD VERIFY

EXISTING WALL TO REMAIN, TYPICAL. PATCH AND REPAIR WALL ASREQUIRED.

PARTITION LEGEND

NEW 3-5/8" METAL STUD @ 16" O.C. W/ 5/8" GYPSUM BOARD BOTHSIDES WALL TO 6" ABOVE FINISH CEILING OR TO B.O. DECK WHERENO CEILING OCCURS. PROVIDE FULL SOUND BATT INSULATION.

A

PAINT LAY-IN CEILING AND GRID ABOVE WOOD SLAT BLACK1

KEYED NOTESSCOPE OF WORK NOTES

NEW 7/8" METAL FURRING CHANNELS WITH 5/8" GYP. BOARD TO 6"ABOVE FINISH CEILING OR TO B.O. DECK WHERE NO CEILING OCCURS

B

ADDITIONAL FINISHES:

WOOD DOORS: VT INDUSTRIES - SOLID CORE RED OAK WITH GRASSLAND STAIN

AD111

PLAN

CEILING DEMO

A1 CEILING DEMO PLAN1/8" = 1'-0" 8'4' 16'0

KEY PLAN

WORK AREA

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

DEMOLITION LEGEND

EXISTING SUSPENDEDCEILING TILE & GRID TO BEDEMOLISHED, TYPICAL

REMOVE EXISTING WALL. TERMINATE AND/OR REROUTE ELECTRICAL AND PLUMBING AS REQ'D.

REMOVE EXISTING DOOR, HARDWARE AND FRAME.

REMOVE EXISTING DOOR, HARDWARE, FRAME AND GLAZING. SALVAGE DOOR AND HARDWARE TO RE-INSTALL IN NEW HM FRAME

REMOVE EXISTING GLASS AND WINDOW FRAME.

REMOVE EXISTING CARD READER AND POWER SUPPLY, SALVAGE AND RE-INSTALL ON NEW DOOR

REMOVE EXISTING WOOD TRIM AT TOP OF WALL. PATCH AND REPAIR WALL AS REQUIRED. PROVIDE SKIM COAT AS REQUIRED.

REMOVE EXISTING LIGHT FIXTURES. CIRCUITRY AND WIRING TO REMAIN TO RECONNECT NEW LIGHT FIXTURES.

REMOVE EXISTING WOOD WALL PANELING

d1

d2

d3

d4

DEMOLITION KEYED NOTES

1. TAKE CARE NOT TO DAMAGE EXISTING ELEMENTS SHOWN TO REMAIN.

DEMO SCOPE OF WORK NOTES

d5

d6

d7

d8

10'-0"A

1

2

3

4

1

4

AE111

FLOOR PLAN

REFLECTED CEILING

A1 REFLECTED CEILING PLAN1/8" = 1'-0" 8'4' 16'0

KEY PLAN

WORK AREA

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

CEILING PLAN LEGEND

INSTALL NEW 2X4 LIGHTFIXTURE. COPPER METALUX24 SR-LD1-48-C-UNV

8'-0"A CEILINGELEVATION

CEILINGFINISH

NEW SUSPENDED 2X2 LAY-INCEILING PANELS & GRID,TYPICAL. SEE DETAILS A1,C1/AE501

A.

1. PATCH AND REPAIR EXISTING CEILING TO REMAIN ADJACENT TO AREAS OF DEMOLITION OR NEWCONSTRUCTION AS OCCURS. PROVIDE NEW ACOUSTIC CEILING TILE AND GRID AS REQUIRED AT THIS AREAS,RE: DEMO PLAN

2. PROVIDE USG "RADAR" 2X2 TEGULAR EDGED CEILING PANELS WITH WHITE SUSPENDED CEILING GRID.

EXISTING CEILING TO REMAIN. MODIFY GRID AS REQUIRED AT NEW WALLS.

PAINT LAY-IN CEILING AND GRID ABOVE WOOD SLAT BLACK

PATCH AND REPAIR WOOD CEILING AS REQUIRED WHERE LIGHTS HAVE BEEN REMOVED

PROVIDE NEW CONCEALED HEAD FIRE SPRINKLERS TO MATCH ADJACENT AREAS.

1

CEILING KEYED NOTESCEILING SCOPE OF WORK NOTES

2

3

4

AE501

DETAILS

CEILING

ARCHITECTURAL

D1 WALL BRACING DETAIL3" = 1'-0" 0 3" 6" 9"

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

C1 ACOUSTIC CEILING SEISMIC CLIP EDGE DETAIL6" = 1'-0"

A1 TYP. SUSPENDED CEILING BRACING DETAILSNTS

0 1" 2" 4"

AE601

WINDOW SCHEDULE

DOOR SCHEDULE/

A3 DOOR TYPES1/4" = 1'0"

B3 DOOR FRAME TYPES1/4" = 1'-0"

B4AE602

DOOR

H2"

2"DOOR W2"

C3AE602

1

B4AE602

DOOR

H2"

2"DOOR W2"

B3AE602

2

C4AE602

2'-8

"2"

10'-0

"

2

8'0 2' 4'

8'0 2' 4'

A1 DOOR SCHEDULE1/4" = 1'-0"

D O O R S C H E D U L E

D

OO

R N

UM

B.

D O O R F R A M E

T

YP

E

M

AT

ER

IA

L

F

IIN

IS

H

DOOR SIZE

T

YP

E

M

AT

ER

IA

L

F

IN

IS

H

FIR

E

RA

TIN

G

DETAILS

COMMENTS

SIGN

TYPE

W H T H J T

101SEE

WINDOWSCHEDULE

ALUM 3'-0" 7'-0"SEE

WINDOWSCHEDULE

ALUMALUMINUM STOREFRONT WINDOW

SYSTEM

102 B WOOD PREFINSHED 3'-0" 7'-0" 1-3/4" 1 HM PAINTED

103 A WOOD PREFINISHED 3'-0" 7'-0" 1-3/4" 1 HM PAINTED

104 EXIST HM PAINTED VIF VIF VIF 2 HM PAINTED

EXISTING DOOR AND HARDWARE INNEW HM FRAME. PRIME AND PAINT

EXISTING DOOR. FIELD VERIFYDIMESNSIONS

1001

A

W

H

6"

2'-0

"

8"

6"

B

W

H

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

1

B.O. SILL100'-0"

D1 WINDOW SCHEDULE1/4" = 1'-0" 8'0 2' 4'

AE602

WINDOW DETAILS

DOOR &

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

Sequenced e s i g n

350 South 200 East, #106Salt Lake City, Utah 84111

P: 801.596.0691DesignUtah.com

JULY 17, 2017

-

1714.01

UVU WOODBURYBUSINESS BUILDING

DEAN SUITE REMODEL800 WEST UNIVERSITY PKWY

OREM, UTAH 84058

BID SET

Building Official Stamp

Consultant Info

Engineer Stamp

PAINTED H.M. DOOR FRAME

CONT. CAULKING, BOTH SIDES

5/8" GYPSUM BOARD, BOTH SIDES

DOOR, RE: DOOR SCHEDULE

METAL STUD FRAMING

FULL BATT INSULATION, TYP.

B3 DOOR HEADER DETAIL3" = 1'-0"

PAINTED H.M. DOOR FRAME

CONT. CAULKING, BOTHSIDES

(2) 16 GA. MTL. STUDS @ JAMBS,EXTEND TO STRUCTURE

5/8" GYPSUM BOARD,BOTH SIDES

DOOR, RE: DOOR SCHEDULE

FULL BATT INSULATION, TYP.

B4 DOOR JAMB DETAIL3" = 1'-0"

SCHEDULEDGLAZING

WINDOW STOP.PLACE ON OFFICE

SIDE OF FRAME,TYP.

2"

PAINTED HMFRAME

B5 WINDOW FRAME DETAIL3" = 1'-0"

WINDOW STOP, PLACEON HALLWAY SIDE

CONT. CAULKING BOTHSIDES

PAINTED H.M. WINDOWFRAME

5/8" GYPSUM BOARD.BOTH SIDES

METAL STUD FRAMING

SCHEDULED GLAZING

FULL BATT INSULATION, TYP.

C3 WINDOW HEADER DETAIL3" = 1'-0"

58" GYP. BOARD, BOTHSIDES

CONT. CAULKING BOTH SIDES

PAINTED H.M. WINDOW FRAME

WINDOW STOP. PLACE ON HALLWAY SIDE

SCHEDULED GLAZING

(2) 16 GA. MTL. STUDS @JAMBS,EXTEND TO STRUCTURE

FULL BATT INSULATION, TYP.

C4 WINDOW JAMB DETAIL3" = 1'-0"

0 3" 6" 9" 0 3" 6" 9" 0 3" 6" 9"

0 3" 6" 9"0 3" 6" 9"

WINDOW STOP, PLACEON HALLWAY SIDE

CONT. CAULKING BOTHSIDES

PAINTED H.M. WINDOWFRAME

5/8" GYPSUM BOARD.BOTH SIDES

SCHEDULED GLAZING

METAL STUD FRAMING

FULL BATT INSULATION, TYP.

D5 WINDOW SILL DETAIL3" = 1'-0" 0 3" 6" 9"

PAINTED H.M. DOOR FRAME

DOOR, RE: DOOR SCHEDULE

PAINTED H.M. WINDOWFRAME

WINDOW STOP, PLACEON HALLWAY SIDE

SCHEDULED GLAZING

D3 DOOR HEADER DETAIL W/ WINDOW ABOVE3" = 1'-0" 0 3" 6" 9"