MAIN STREET APARTMENTS · 1/7/2021 · ap4-00 parking deck elevations ap4-01 parking deck...

OWNERHines136 SOUTH MAIN STREET, STE 850SALT LAKE CITY, UT 84101(801) 359-7522

ARCHITECTBJ LATERVEERDWELL DESIGN STUDIO, LLC 360 WEST 300 SOUTH, SUITE 102SALT LAKE CITY, UT 84101(385) 273-3888

CIVILTO BE DETERMINED

MECHANICALTO BE DETERMINED

ELECTRICALTO BE DETERMINED

PLUMBINGTO BE DETERMINED

STRUCTURALTO BE DETERMINED

LANDSCAPE/HARDSCAPE DESIGNTO BE DETERMINED

INTERIORTO BE DETERMINED

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:

THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE

REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN

CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.

DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102

SALT LAKE CITY, UT 84101PHONE: 385.273.3888 dwelldesignstudio.com

A DEVELOPMENT FOR:

TEAM MEMBERS

PROJECT INFORMATION

PROJECT RENDERING

VICINITY MAP

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE CODES OR STATUS WHETHER OR NOT SPECIFICALLY REFERENCED IN THE CONSTRUCTION DOCUMENTS

THE DRAWINGS FOR THIS PROJECT ARE THE PROPERTY OF DWELL DESIGN STUDIO, LLC. COPIES OF THE DRAWINGS MAY BE USED ONLY BY THE OWNER TO CONSTRUCT AND OCCUPY THIS PROJECT. NEITHER THE DRAWINGS NOR THE DESIGN INDICATED ON THE DRAWINGS MAY BE REPRODUCED NOR USED FOR ANY OTHER PROJECT OR PURPOSE. DWELL DESIGN STUDIO, LLC. ACCEPTS RESPONSIBILITY ONLY FOR THOSE DRAWINGS WHICH HAVE AN ORIGINAL SEAL, SIGNATURE, CONSTRUCTION ISSUE DATE, AND DATE OF FINAL REVISION FOR THE DRAWINGS

REVISION

DATE DESCRIPTION INCLUDED

1/7

/20

21 2

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CS-01

Author Checker

200801

COVER SHEET

MAIN STREET APARTMENTS150 SOUTH MAIN STREET

SALT LAKE CITY, UTAH

HINES

2020 11-20 DESIGN REVIEW PACKAGE X

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PROJECT SITE

• 2018 INTERNATIONAL BUILDING CODE (IBC), INCLUDING APPENDIX J, ISSUED BY THE INTERNATIONAL CODE COUNCIL (ICC)

• 2018 INTERNATIONAL PLUMBING CODE (IPC)• 2018 INTERNATIONAL MECHANICAL CODE (IMC)• 2018 INTERNATIONAL FUEL GAS CODE (IFGC)• 2017 NATIONAL ELECTRICAL CODE (NEC), ISSUED BY

THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)• 2018 INTERNATIONAL ENERGY CONSERVATION CODE

(IECC)

DATE DESCRIPTION REV

SHEET INDEX

SHEETNUMBER SHEET NAME 2

020 1

1-2

0 D

ES

IGN

RE

VIE

W P

AC

KA

GE

GENERAL

CS-01 COVER SHEET X

CS-02 SHEET INDEX X

GN-01 GENERAL NOTES X

SP-01 ARCHITECTURAL SITE PLAN X

SP-02 ACCESSIBLE ROUTE SITE PLAN

SP-03 FIRE APPARATUS ACCESS PLAN

SP-04 PHASING PLAN

SP-05 ADDRESS PLAN

CODE DATA

CD-00 ZONING AND BUILDING CODE ANALYSIS X

CD-01 BUILDING INFORMATION X

CD-02 AVERAGE GRADE PLANE CALCULATION

CD-03 PARKING DECK OPENNESS CALCS

CD-20 LIFE SAFETY PLANS

CD-70 WALL PARTITION DETAILS

CD-75 FLOOR / CEILING ASSEMBLY DETIALS

CD-80 UL ASSEMBLIES

CD-81 UL ASSEMBLIES

ARCHITECTURAL

A0-01 OVERALL BUILDING PLAN - LEVEL -1 X

A0-02 OVERALL BUILDING PLAN - LEVEL 1 X

A0-03 OVERALL BUILDING PLAN - MEZZANINE LEVEL X


A0-05 OVERALL BUILDING PLAN - LEVEL 3 & PARK X



A0-08 OVERALL BUILDING PLAN - TYP. LVL 7-20, 23-30 X

A0-09 OVERALL BUILDING PLAN - LEVEL 21 & 22 X


A2-00 ENLARGED AMENITY PLANS

A2-20 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

A2-21 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

A2-40 ENLARGED ELEVATOR PLANS, SECTIONS AND DETAILS

A2-50 ENLARGED TRASH ROOM PLANS, SECTIONS AND DETAILS

A3-00 UNIT NOTES

A3-01 UNIT A1.0 PLANS AND ELEVATIONS

A3-02 UNIT A2.0 PLANS AND ELEVATIONS

A4-00 EXTERIOR FINISH LEGEND X

A4-01 OVERALL BUILDING ELEVATIONS X




A5-00 OVERALL BUILDING SECTIONS X

A5-10 TYPICAL WALL SECTIONS

A5-11 TYPICAL WALL SECTIONS

A5-20 ENLARGED ELEVATIONS AND SECTIONS

A6-00 INTERIOR FRAMING DETAILS

A6-01 INTERIOR FRAMING DETAILS

A6-10 EXTERIOR FRAMING DETAILS

A6-11 EXTERIOR FRAMING DETAILS

A6-30 FIRE WALL FRAMING DETAILS

A6-40 ROOFING DETAILS

A6-41 ROOFING DETAILS

A6-50 WATERPROOFING AND FLASHING DETAILS

A6-51 WATERPROOFING AND FLASHING DETAILS

A6-60 UNIT PLAN DETAILS

A7-00 WINDOW SCHEDULE

A7-01 WINDOW HEAD, JAMB AND SILL DETAILS

A7-10 DOOR SCHEDULE

A7-11 DOOR HEAD, JAMB AND SILL DETAILS

A7-20 STOREFRONT SCHEDULE

A8-00 ACCESS CONTROL PLANS

ARCHITECTURAL - PARKING DECK

AP0-00 OVERALL BUILDING PLAN - PARKING DECK LEVEL -1

AP0-01 OVERALL BUILDING PLAN - PARKING DECK LEVEL 1




AP2-20 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

AP2-40 ENLARGED ELEVATOR PLANS, SECTIONS AND DETAILS

AP4-00 PARKING DECK ELEVATIONS

AP4-01 PARKING DECK ELEVATIONS

AP5-00 PARKING DECK SECTIONS

AP6-00 DETAILS

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DRAWN BY CHECKED BY

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DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

/20

21 2

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Author Checker

200801

SHEET INDEX


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AB. ANCHOR BOLTABV. ABOVEACT. ACOUSTICAL TILEADH. ADHESIVEADJ. ADJUSTABLEA.F.F ABOVE FINISH FLOORALUM. ALUMINUMALT. ALTERNATEAPPROX. APPROXIMATELYARCH. ARCHITECT/ARCHITECTURALASHP. ASPHALTAVG. AVERAGE

BALC. BALCONYBD. BOARDBDRM. BEDROOMBLDG. BUILDINGBLKG. BLOCKINGBM. BEAMBRK. BREAKB.O. BOTTOM OFBRNG. BEARINGBSMT. BASEMENTB.T.U./HR. BRITISH THERMAL UNIT/OURBF. BI-FOLD

C. CELSIUSCAB. CABINETC.F.M. CUBIT FEET OF AIR PER MINUTEC.I.P. CAST-IN-PLACEC.J. CONTROL JOINTC.L. CENTER LINECLO. CLOSETCLG. CEILINGC.M.U CONCRETE MASONRY UNITCOL. COLUMNCOMP. COMPOSITIONCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCPT. CARPETC.T. CERAMIC TILE

DEG. DEGREED.F. DRINKING FOUNTAINDIA. DIAMETERDIM. DIMENSIONDN. DOWNDR. DOORD.S. DOWN SPOUTDWGS. DRAWINGS

EA. EACHE.F. EXHAUST FANE.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATORE.O.C. END OF CARPETEQ. EQUALEQUIP. EQUIPMENTE.W. EACH WAYE.W.C. ELECTRICAL WATER COOLERE.W.H ELECTRIC WATER HEATEREXIST. EXISTINGEXP. EXPANSIONEXT. EXTERIOR

F. FAHRENHEITFAB. FABRICATEF.A.C FIRE ALARM CABINETF.B.O. FURNISHED BY OTHERF.C. FIRE CODEF.D. FLOOR DRAINFDN FOUNDATIONF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.F.E. FINISH FLOOR ELEVATIONFIN. FINISHFLASH. FLASHINGFLOUR. FLUORESCENTFLR. FLOORF.O.F. FACE OF FINISHF.P. FIRE PLACEF.P.M. FOOT/MINUTEFT. FOOT/FEETFTG. FOOTINGFURN. FURNISHEDFURR. FURRINGFMG. FRAMINGFR. FRAME

GALV. GALVANIZEDGA. GAUGEGEN. GENERALG.C. GENERAL CONTRACTORG.B GRAB BARGL. GLASSG.P.M. GALLONS PER MINUTEGR. GRADEGYPBD. GYPSUM BOARD

HC. HANDICAPPEDHD. HT. HEAD HEIGHTHDR. HEADERHDW. HARDWAREH.M. HOLLOW METALHORIZ. HORIZONTALH.P. HORSE POWERHR. HOURHT. HEIGHTH.V.A.C. HEATING, VENTILATION, & AIR CONDITIONINGHWD. HARDWAREHZ. HERTZ

I.D. INSIDE DIAMETERIN. INCHINSUL. INSULATIONINT. INTERIOR

JAN. JANITORJB. JAMBJST. JOISTJT. JOINT

KIT. KITCHEN

L. LIGHTLAM. LAMINATELAV. LAVATORY

MAS. MASONRYMAT. MATERIALMAX. MAXIMUMM.C. MEDICINE CABINETM.D. MASONRY DIMENSIONM.D.O. MEDIUM DENSITY OVERLAYMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSM.M. MOLDED MASONITEM.O. MASONRY OPENINGMTD. MOUNTEDMTL METALM.W.W.T. METAL WITH WOOD TRIM

N. NORTHNAT. NATURALN/A NOT APPLICABLEN.I.C NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S NOT TO SCALE

O.C. ON CENTERO.C.E.W ON CENTER EACH WAY

O.D. OUTSIDE DIAMETERO.H.D OVER HEAD DOOROPG. OPENINGOPP.H. OPPOSITE HANDO.S.B ORIENTED STRAND BOARD

PR. PAIRPART. PARTITIONPC. PRE-CASTPL. PLATEPLAS.LAM. PLASTIC LAMINATE(PL.)PLYWD. PLYWOOD.PNT. PAINT(ED)PREFAB. PRE-FABRICATEDP.S.F. POUND PER SQUARE FOOTP.S.I. POUND PER SQUARE INCHP.T. PRESSURE TREATEDP.T.D PAPER TOWEL DISPENSERPVMT. PAVEMENT

Q.T. QUARRY TILEQTY. QUANTITY

R. RADIUS OR RISERR.D. ROOF DRAINR & S ROD & SHELFRECPT. RECEPTIONREF. REFRIGERATORREINF. REINFORCINGREQ'D REQUIREDREV. REVISIONR.H. RIGHT HANDRM. ROOMR.O. ROUGH OPENINGR.O.W RIGHT OF WAYRSTRM. RESTROOM

S. SPECIFIED OR SPECIFICATIONS.A.B. SOUND ATTENUATION BLANKETS.C.W.D SOLID CORE WOOD DOORSCHED. SCHEDULES.D. SOAP DISHSECT. SECTIONS.F. SQUARE FOOT.(FEET)S.F.E. SUB FLOOR ELEVATIONS.H. SHOWER HEADSHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUARES.R. SHOWER RODS.R.O. SHEET ROCK OPENINGS.T.C SOUND TRANSMISSION CLASSSTD. STANDARDSTL. STEELSTOR. STORAGESTRUC. STRUCTURALSUSP. SUSPENDED

T. THREAD, TILE OR TOPT.O.S. TOP OF SLABT/- TOP OF _T+G TONGUE AND GROOVET.C. TOP OF CURBT.B. TOWEL BARTEL. TELEPHONETEMP. TEMPERATURETHK. THICKTHR. THRESHOLDT.W. TOP OF WALLTYP. TYPICAL

U.L. UNDERWRITERS LABORATORIESU.N.O UNLESS NOTED OTHERWISEUR. URINAL

V.C.T VINYL COMPOSITION TILEVERT VERTICALVEST. VESTIBULEVIN. VINYLV.W.C. VINYL WALL COVERING

W. WEST OR WIDTHWD. WOODW.I.C WALK IN CLOSETWT. WEIGHTW.W.F. WELDED WIRE FABRICW.W.M. WELDED WIRE MESHW.W.W.T. WOOD WITH WOOD TRIM @ AT& AND# POUND, NUMBER

OWNER

1. THE OWNER SHALL OBTAIN AND PAY FOR THE GENERAL BUILDING PERMITS AND IMPACT FEES. THESE PERMITS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

2. THE OWNER SHALL APPROVE ALL MATERIAL FINISH AND COLOR SELECTIONS, VIA CONTRACTOR SUBMITTED SHOP DRAWINGS, PRIOR TO ORDERING AND INSTALLATION FOR ANY EQUIPMENT.

3. THE OWNER SHALL COORDINATE AND SECURE AN AGREEMENT FOR ACCESS TO SITE CONSTRUCTION, STAGING AREA, AND STORAGE AREAS.

CONTRACTOR

1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER, IN WRITING, AND SHALL HAVE RESOLVED AND DOCUMENTED, IN WRITING, PRIOR TO CONTINUING WITH THE WORK IN QUESTION IF THERE ARE:

A. ANY ERRORS, OMISSIONS, DISCREPANCIES, CONFLICTS, OR INCONSISTENCIES ON THESE CONTRACT DOCUMENTS.

B. ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS.

C. DISCREPANCIES AND/OR UNCERTAINTIES AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED.

2. THE CONTRACTOR SHALL NOT RELY SOLELY ON THE ELECTRONIC VERSIONS OF THE PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY THE LOCATION OF PROJECT FEATURE DIMENSIONS IN ACCORDANCE WITH THE HARD COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:

A. COORDINATION OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION OF EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF WORK TO BE COMPLETED.

B. INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

4. THE CONTRACTOR SHALL:

A. OBTAIN AND PAY FOR ALL OTHER PERMITS, CERTIFICATIONS AND APPROVALS REQUIRED IN CONNECTION WITH ALL WORK UNDER CONTRACT DOCUMENTS THAT ARE NOT PROVIDED BY THE OWNER.

B. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. VERIFY ALL SITE DIMENSIONS ON CIVIL DRAWINGS, EXISTING CONSTRUCTION GRADES AND UTILITIES ON PROJECT AT PROJECT SITE PRIOR TO BEGINNING PROJECT.

C. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS AND SCOPE OF WORK IN THEIR ENTIRETY. ALL ITEMS INDICATED ON ANY DRAWING SHALL BE INCLUDED AS A COMPLETE SYSTEM, UNLESS NOTED OTHERWISE.

D. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED.

E. INSURE THAT ALL AREAS ON THE ACCESSIBLE ROUTE THROUGHOUT THE SITE MEET THE REQUIREMENTS OF THE APPLICABLE ACCESSIBILITY CODES. COORDINATE BETWEEN CIVIL AND ARCHITECTURAL PLANS.

F. VERIFY ALL DIMENSIONS IN THE FIELD, AND COORDINATE WORK BETWEEN ALL TRADES.

G. PAINT ALL SURFACES WHICH REQUIRE PROTECTION FROM THE ELEMENTS WITH THE APPROPRIATE PAINT, INCLUDING NECESSARY PRIMER COATS AND BACK PRIMING.

H. SEAL WITH THE APPROPRIATE TYPE OF SEALANT, AND FLASH AT ALL LOCATIONS NECESSARY TO PREVENT PENETRATION OF MOISTURE AT TRANSITIONS OF DISSIMILAR MATERIALS TO INCLUDE, BUT ARE NOT LIMITED TO:

a. FLASHING:

• CONTINUOUS 25 MIL MEMBRANE FLASHING TO ALL INSIDE AND OUTSIDE WALL CORNERS.

• FLASHING SHALL BE INSTALLED AROUND ALL WINDOW OPENINGS, ROOF OPENINGS, AND AT THE INTERSECTION OF CHIMNEYS, WOOD CONSTRUCTION, AND FRAME WALLS. SEAL AND MAKE WEATHER-TIGHT.

b. AIR IMPERMEABLE SEALANT:

• CONTINUOUS AT ALL EXTERIOR JOINTS AROUND WINDOW FRAMES, DOOR FRAMES, BETWEEN WALL CAVITIES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL AND PANELS, ALL PENETRATIONS AND UTILITIES THROUGH WALLS AND ROOFS, BETWEEN ALL DISSIMILAR MATERIALS, AND ALL OTHER OPENINGS IN BUILDING ENVELOPE.

• PLUMBING & WIRING PENETRATIONS IN ENVELOPE.

• SOLE PLATES AT EXTERIOR SLAB ON GRADE

c. WEATHERSTRIP:

• CONTINUOUS AT ALL EXTERIOR DOORS & WINDOWS.

• CONTINUOUS AT ALL ATTIC ACCESSES IN CONDITIONED AREAS.

• CONTINUOUS AT INTERIOR DOOR OPENINGS INTO UNTREATED SPACE.

d. ALL EXTERIOR WORK SHALL BE INSTALLED IN WEATHER TIGHT MANNER AS REQUIRED.

I. EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, SOIL COMPACTION AND WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. REFER TO CONCRETE SPECIFICATION FOR FREQUENCY OF TESTING REQUIRED. THESE COSTS SHALL BE INCLUDED IN THE CONTRACT.

J. FIELD VERIFY ALL ROUGH OPENINGS.

K. FULLY GUARANTEE THE WORK AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE FROM ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS.

L. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER.

M. INSPECT, REPAIR AND PREPARE FLOORS AS REQUIRED TO PROVIDE A SATISFACTORY SUB-FLOOR FOR FLOOR FINISH MATERIALS. SATISFACTORY SUB-FLOOR IS DEFINED AS A SURFACE THAT IS FREE FROM CRACKS, HOLES, RIDGES, COATINGS, OR DEFECTS THAT WOULD PREVENT ADHESIVE BOND OR IMPAIR PERFORMANCE OR APPEARANCE OF FINISHED MATERIALS.

N. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, EQUIPMENT, TEMPORARY PROTECTION, AND EXCESS MATERIALS FROM THE SITE. CLEAN / POLISH ALL HARDWARE AND FIXTURES. CLEAN / REMOVE ALL PAINT DRIPS / SPLATTERS AND STAINS. REMOVE ALL APPLIANCE PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN, FREE OF STAINS, FILM AND FOREIGN SUBSTANCES.

O. BRING TO THE ATTENTION OF THE OWNER ANY MATERIAL SUSPECTED OF BEING HAZARDOUS WHILE ENCOUNTERED DURING EXECUTION OF THE WORK. A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER THE CONTRACTOR SHALL PERFORM TESTS TO DETERMINE IF THE MATERIAL IS HAZARDOUS.

5. THE CONTRACTOR SHALL PROVIDE AND INSTALL:

A. ALL NECESSARY FLASHING INCLUDING (BUT NOT LIMITED TO) THROUGH FLASHING, STEP FLASHING, COUNTER FLASHING, CAP FLASHING, BASE FLASHING, AND FLEXIBLE FLASHING, WHERE NECESSARY, TO ENSURE A WATER TIGHT BUILDING.

B. CONTINUOUS METAL CORNER BEADS AT ALL GYPSUM BOARD EXTERIOR CORNERS FROM FLOOR TO CEILING.

C. CONTINUOUS METAL 'L' BEADS AT ALL EXPOSED GYPSUM BOARD EDGES FROM FLOOR TO CEILING.

D. ALL LOCKING DEVICES, SECURITY DEVICES, AND GLASS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS AND REQUIREMENTS.

E. AN INSULATION AND VAPOR BARRIER THAT IS CONTINUOUS AT WALLS, CEILINGS, AND FLOOR SURFACES AT ALL OCCUPIED SPACES EXPOSED TO NON-TEMPERED AREAS.

6. THE CONTRACTOR SHALL PROTECT:

A. MATERIALS WHICH ARE SENSITIVE TO DETERIORATION.

B. THE REQUIRED PROTECTION OVER SHEAR WALLS AT ALL RATED WALLS AS APPROVED BY THE BUILDING OFFICIAL.

C. ALL EXISTING TREES, AS NOTED TO REMAIN ON CIVIL PLANS, SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION BY BOXING OR OTHER OWNER APPROVED MEANS.

D. ALL EXISTING WORK, UTILITIES, CONDUIT, PIPING, EQUIPMENT, AND/OR ADJACENT AREAS NOT SHOWN TO BE ALTERED OR REMOVED FROM DAMAGE DURING EXECUTION OF THE WORK. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR TO EXISTING CONDITIONS, DAMAGE TO EXISTING CONSTRUCTION, EQUIPMENT, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS SPECIFICATIONS TO RECEIVE ALTERATIONS, ADDITIONS, OR REMOVAL.

E. EXISTING SURFACE STREET AND SURFACE PARKING AREAS IN A CLEAN CONDITION AND PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND OTHER EQUIPMENT.

7. THE CONTRACTOR SHALL PROVIDE FULL SCALE, WOOD FRAMED MOCK-UP WITH ACCURATE DETAILS OF CONSTRUCTION. THE APPROXIMATE SIZE SHALL BE: 20' LONG X 10' HIGH.

A. MOCK UP SHALL INCLUDE: 1 DOOR, 2 WINDOWS, CEMENTITIOUS PANEL, BRICK, METAL PANEL, METAL RAILING, ROOF MATERIAL.

B. THE LOCATION OF THE MOCK-UP ON THE SITE TO BE APPROVED BY OWNER AND CONTRACTOR.

GENERAL

1. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER, ARCHITECT, AND/OR ENGINEER

2. QUANTITIES INDICATED ON THE PLANS ARE PROVIDED FOR THE BENEFIT OF THE CONTRACTOR, BUT SHOULD NOT BE ASSUMED TO ALWAYS BE CORRECT. IN THE EVENT OF DISCREPANCY, THE PLAN TAKES PRECEDENCE OVER THE QUANTITY INDICATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY CALCULATIONS AND THE LIABILITY PERTAINING TO THOSE QUANTITIES AND ANY OTHER RELATED CONTRACT DOCUMENTS AND/OR PRICE QUOTATIONS

3. “TYPICAL” MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

4. ALL MATERIALS SHALL BE NEW AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR RECOMMENDATIONS.

5. ROOFING SHALL BE CLASS - B OR BETTER, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

6. INSULATE ALL EXTERIOR WALLS & CONDITIONED SPACES W/ KRAFT FACED FIBERGLASS, UNLESS NOTED OTHERWISE, INSULATION. FRICTION FIT IS NOT ACCEPTABLE TO MEET REQUIRED ENERGY EFFICIENCY STANDARD.

7. FIELD MODIFICATION TO WORK IN PLACE MUST COMPLY WITH THE CUTTING AND PATCHING REQUIREMENTS.

8. GYPSUM WALL BOARD SHALL BE:

A. INSTALLED IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING, TAPING, AND STUD SPACING.

B. 5/8" TYPE "X" MADE IN USA. WITH MATERIAL SOURCED IN THE U.S.A.

C. WATER-RESISTANT GYPSUM BOARD AT KITCHEN/TOILET BACKSPLASHES, AND LAUNDRY WET WALLS.

9. FILL ALL CONTROL JOINTS WITH TRAFFIC SEALANT AND EXPANSION JOINTS WITH EXPANSION JOINT SYSTEM IN PARKING DECK

10. SIZE AND LOCATION OF ALL FLOOR OPENINGS TO BE VERIFIED WITH TRADE AFFECTED BEFORE WORK. PATCH AND SEAL ALL PENETRATIONS IN FLOOR TO COMPLY WITH APPLICABLE BUILDING AND/ OR FIRE CODES.

11. MAXIMUM FLAME SPREAD RATING ON ALL INTERIOR FINISH MATERIALS SHALL NOT BE GREATER THAN THE REQUIREMENTS SPECIFIED IN IBC & NFPA 101.

SITE

1. ALL SITEWORK AND LANDSCAPING SHALL BE ESTABLISHED AND DESIGNED BY OTHERS (THAN THE ARCHITECT).

2. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER.

3. STORE MATERIALS IN SPACES DESIGNATED BY OWNER.

4. REFER TO CIVIL DRAWINGS FOR DIMENSIONAL CONTROL PLAN AND GRADING, FIRE HYDRANT LOCATIONS, AND CURB CUTS.

5. REFER TO LANDSCAPING DRAWINGS FOR LOCATION OF SIDEWALKS AND DETAILS.

6. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR SITE DETAILS.

7. REFER TO ELECTRICAL AND LANDSCAPING DRAWINGS FOR EXTERIOR BUILDING LIGHTING AND TRANSFORMER LOCATIONS.

STRUCTURAL / FRAMING

1. DIMENSIONS:

A. ALL DIMENSIONS ON PLANS ARE TO FACE OF STRUCTURE/STUD UNLESS OTHERWISE NOTED.

B. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE.

C. DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED AT MIDPOINT OF WALL OR 4" CLEAR OF ROOM, FROM ADJACENT WALL CORNER, TYPICAL IF CLEARANCE ALLOWS.

2. STRUCTURAL AND FIRE RESISTIVE INTEGRITY IS TO BE MAINTAINED AT ALL PENETRATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING CODES AND AUTHORITIES.

3. SEE STRUCTURAL DRAWINGS FOR SHEAR WALL & NAILING PATTERN TABLE FOR GYPSUM WALL BOARD.

4. WIND BRACE WALLS PER STRUCTURAL DRAWINGS AND PER BUILDING-CODE.

5. FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE COMPLETED CONSIDERATION SHALL BE GIVEN TO VARIATIONS IN THE FLOOR LEVEL RESULTING FROM CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON THE STRUCTURE. FIELD VERIFICATION SHALL BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES.

6. ALIGNMENT OF DOOR HEADS AND OTHER HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT A CONSTANT LEVEL AND SHALL NOT FOLLOW VARIATIONS IN FLOOR PLANE.

7. ALL WOOD SILLS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED AND HAVE A CONTINUOUS SILL SEALER. PROVIDE TERMITE SHIELDS AT CONCEALED UNDER FLOOR SPACES.

8. ALL CHIMNEYS SHALL TERMINATE 2'-0" MINIMUM HEIGHT ABOVE A POINT MEASURED 10'-0 HORIZONTALLY FROM THE NEAREST BUILDING OR ROOF.

9. LUMBER / WALLS:

A. COORDINATE LOCATION, CONSTRUCTION AND DETAIL OF LOAD BEARING WALLS BEFORE WORK

B. ALL LUMBER SHALL BE GRADE MARKED.

C. O.S.B. IS AN ACCEPTABLE SUBSTITUTE FOR PLYWOOD EXCEPT WHERE SPECIFIED BY STRUCTURAL ENGINEER.

D. STUD WALLS ARE DIMENSIONED 3-1/2", 5-1/2", OR 7-1/4", UNLESS NOTED OTHERWISE.

E. PARTY WALLS ARE DIMENSIONED 8" (3-1/2" + 1" + 3-1/2")

F. PLUMBING WALLS SHALL BE FRAMED WITH 2X6 OR 2X8 STUDS, UNLESS NOTED OTHERWISE.

G. REFER TO UNIT PLANS FOR LOCATION OF 2X6 WALLS.

H. REFER TO STRUCTURAL DRAWINGS FOR UNUSUAL OR SPECIAL FRAMING CONDITIONS

I. WATER RESISTANT 1/2" CERAMIC TILE BACK BOARD SHALL BE INSTALL IN BOTH TUB AND SHOWER SURROUNDS, UNLESS NOTED OTHERWISE.

J. ALL PENETRATIONS IN GYPSUM DRYWALL CONSTRUCTION SHALL BE SEALED WITH JOINT COMPOUND OR APPROVED ACOUSTICAL SEALANT TO PREVENT SOUND LEAKAGE.

K. ALL CAVITY OR CONCEALED SPACES SHALL BE DRAFT STOPPED & FIRE BLOCKED. PROVIDE BLOCKING FOR ALL CABINETS, CEILING FANS, AND BATH ACCESSORIES. INCLUDE BLOCKING FOR GRAB BARS AT ALL LOCATIONS.

10. PATIOS AND BALCONIES SHALL BE SLOPED MIN. 1/4" PER 1'-0"" IN DIRECTION INDICATED OR TO OUTERMOST EDGE OF BUILDING STRUCTURE.

11. ALL EXPOSED MATERIALS FOR BALCONIES, PATIOS, SOFFITS, OVERHANGS ETC. SHALL BE APPROVED EXTERIOR GRADE.

12. BALCONY AND PATIO SUPPORTS VARY ACCORDING TO THE EXTERIOR ELEVATIONS. SEE ELEVATIONS FOR LOCATION OF BRICK PIER, STONE PIER, POLY COLUMN OR RAILINGS AT BALCONIES.

13. PROVIDE GALVANIZED METAL ANCHOR FOR WOOD POSTS BEARING DOWN ON CONCRETE SLABS, UNLESS NOTED OTHERWISE.

14. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND THAT DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE” AND ACI 318.1. “CONCRETE TEST REPORTS” WILL BE AVAILABLE ON JOB SITE IN CONSTRUCTION TRAILER.

15. ALL FRAMING TO BE IN CONFORMANCE WITH THE NATIONAL FOREST PRODUCTS "MANUAL FOR HOUSE FRAMING."

16. FIREBLOCKING SHALL BE PROVIDED TO FORM EFFECTIVE FIRE BARRIERS BETWEEN STORIES AND BETWEEN A STORY AND ROOF SPACE. WHERE FIREBLOCKS ARE WOOD, THEY SHALL NOT BE LESS THAN A NOMINAL TWO INCHES IN THICKNESS. FIRESTOPS SHALL BE LOCATED IN EXTERIOR AND INTERIOR WALLS, PARTITIONS AT CEILING AND FLOOR LEVELS.

MECHANICAL, ELECTRICAL, AND PLUMBING

1. ALL PLUMBING CHASES ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

2. WHERE ELECTRICAL, MECHANICAL, AND/OR OTHER WALL MOUNTED DEVICES OCCUR AT THE SAME LOCATION BUT DIFFERENT HEIGHTS, THEY SHALL BE CENTERED ABOVE EACH OTHER.

3. WATER SERVICE SHALL NOT BE PLACED IN CONCEALED SPACES OUTSIDE OF THE CONDITIONED BUILDING ENVELOPE (BREEZEWAY OR PATIO FLOOR SPACES OR ATTICS).

4. PENETRATIONS AND FIXTURES TO ALIGN VERTICALLY FROM FLOOR TO FLOOR.

5. PROVIDE SUPPORT/REINFORCEMENT TO ACCOMMODATE WALL MOUNTED EQUIPMENT INCLUDING SUPPORT OF FUTURE GRAB BARS IN ALL BATHROOMS AS REQUIRED BY ADA AND/OR FAIR HOUSING ACT.

6. COORDINATE LOCATION AND/OR ELEVATION OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS CONVECTORS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL CONTRACTORS

7. FIRE PROTECTION SYSTEM SHALL BE DESIGNED BY THE FIRE PROTECTION CONTRACTOR.

A. PROVIDE COMPLETE DESIGN AND SHOP DRAWINGS FOR FIRE SPRINKLER SYSTEM.

B. PROVIDE FOR ALL STATE AND LOCAL SUBMITTALS AND/OR APPROVALS FOR QUICK RESPONSE SPRINKLER SYSTEM.

C. ALL SPRINKLER PIPING SUBJECT TO FREEZING SHALL BE DRY-TYPE SYSTEMS WHERE PERMITTED.

8. VENT DRYERS TO OUTSIDE. SEE MECHANICAL DRAWINGS.

9. ALL OUTLETS @ KITCHEN SINK & BATH LAVATORY COUNTERS TO BE GFCI.

10. MECHANICAL DUCTWORK TO BE SEPARATED FROM ELECTRICAL PANELS.

11. SMOKE DETECTORS SHALL NOT BE PLACED IN FRONT OF EXHAUST GRILLS.

12. SMOKE DETECTORS SHALL BE CONTINUOUSLY BE POWERED BY BUILDING ELECTRICAL SYSTEM AND INSTALLED IN ACCORDANCE WITH NFPA AND IBC W/ BATTERY BACK UP.

CODE

1. THE CONTRACTOR SHALL MEET:

A. ALL REQUIREMENTS OF THE BUILDING CODE AND FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND REQUIREMENTS, EVEN IF IT REQUIRES LABOR AND/OR MATERIALS NOT INDICATED ON PLANS.

B. ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.

C. ALL WORK PERFORMED UNDER, AND IN CONNECTION WITH THESE DRAWINGS SHALL BE IN STRICT COMPLIANCE WITH THE LATEST O.S.H.A SAFETY AND HEALTH STANDARDS.

D. OPERATING FEATURES SHALL COMPLY WITH IBC AND NFPA WHILE BUILDING IS UNDER CONSTRUCTION.

E. ALL INSTALLED SIGNAGE TO COMPLY WITH 2010 ADA SECTIONS 216 AND 703.

2. PROVIDE ACCESS PANELS AS MANDATED BY LOCAL GOVERNING AUTHORITIES.

3. PROJECT SITE, BUILDINGS AND UNITS SHALL MEET OR EXCEED THE FAIR HOUSING ACCESSIBILITY GUIDELINES AS PUBLISHED IN THE FEDERAL REGISTER VOLUME 56, NUMBER 44, ON MARCH 6, 1991. THE FOLLOWING ARE ADDRESSED IN MEETING THE GUIDELINES:

A. ACCESSIBLE ENTRANCES/ ACCESSIBLE ROUTES.

B. PUBLIC AND COMMON AREAS MEETING ADA/ANSI AND ADA TITLE II REQUIREMENTS

C. USABLE DOORS

D. ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED UNIT

E. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTAT, AND ENVIRONMENTAL LOCATIONS

F. GRAB BAR REINFORCEMENT LOCATIONS.

G. USABLE BATHROOMS AND KITCHENS.

4. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. SLOPE RAMPS AT 1:12 (MAX).

5. NO FRAMING AT ANY TIME IS TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AUTHORITIES

6. WHILE BUILDING IS UNDER CONSTRUCTION, OPERATING FEATURES SHALL COMPLY WITH IBC CHAPTER 33 & NFPA 241.

EARTH CONCRETE

STEEL CONCRETE MASONRYUNITS

WOODFINISHES

WOOD-CONTINUOUS

WOOD-BLOCKING

INSULATION-BATTS

PLYWOOD BRICK

GYPSUM-BOARD

GRAVEL

ALUMINUM INSULATION-RIGID

GLAZING(ELEVATION)

INTERIOR ELEVATION MARKER

EXTERIOR ELEVATION MARKER

LEVEL HEAD

UNIT TAG

SECTION MARK

CENTERLINE

ENLARGED PLAN MARK

NORTH ARROW

B01DOOR TYPE

W10WINDOW TYPE

WALL TYPE

STRUCTURAL GRIDLINE BUBBLE

ACCESSIBILITY SYMBOL

WB1022

A4-03

3

4

2 1

REFERENCE NUMBER

A3-03

6

7

8 5

REFERENCE NUMBER

SHEET NUMBER

SHEET NUMBER

A6-03

3

REFERENCE NUMBER

SIMILAR DETAIL

SHEET NUMBER

SIM.

N

EW

S

2103

BUILDING NUMBER

FLOOR NUMBER

UNIT NUMBER

UNIT #

SHEET #

UNIT TYPE

STOREFRONT TYPE SF01

A2-03

3

REFERENCE NUMBER

SIMILAR DETAIL

SHEET NUMBER

SIM.

55.5

0

CL

BUILDING CONTROL-GRID BUBBLE

UNIT CENTERLINE BUBBLE

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GENERALNOTES


HINES

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SYMBOLS GRAPHIC REPRESENTATION

ABBREVIATIONS


LOT

2, C

AP

ITO

L TH

EA

TER

SU

BD

IVIS

ION

N 89°59'17" W 228.74' (RECORD) S 89°59'21" W 228.74' (MEASURED)

WEST 260.46' (RECORD) S 89°59'21" W 260.46' (MEASURED)

LOT 6LOT 5

LOT 4LOT 7

PLAT 8,

BLOCK 6

9, OFFIC

IAL

SURVEY

OF PLA

T "A"

SALT LA

KE CITY S

URVEY

LOT 2

LOT 1

LOT 3

TR

TR

EB

EB

EB

EB

EB

EB

GV

GV

GV

COMM

COMM

COMM

4298.9

0

cp16 m

ag

WALLWALL

N 00°02'13" W 1594.21' (1573.44')

BUILDING

BUILDING

BUILDING

BUILDING

SHOPSSHOPS

BUILDING

MA

IN S

TR

EE

T

200

EA

ST

ST

RE

ET

NORTH TEMPLE

100 SOUTH STREET

WE

ST

TE

MP

LE S

TR

EE

T

200 SOUTH STREET

200

EA

ST

ST

RE

ET

300

WE

ST

ST

RE

ET

300 SOUTHSTREET

N 89°58'25" E 792.72' (N 89°58'19" E 792.34')

N 00°01'09" W 793.14'(N 00°01'10" W 792.82')

N 89°58'25" E 1584.45'(N 89°58'19" E 1583.88')

N 00°02'13" 3961.60' (3962.82')

N 89°48'29" E 31.10' (N 89°58'19" E 31.0')

N 89°58'25" E 1586.57' (N 89°58'19" E 1586.031')

BA

SIS

OF

BE

AR

ING

N 0

0°02

'13"

W 6

349.

07' (

632

6.88

')

N 0

0°02

'13"

W 7

92.0

5' (

791.

84')

N 89°58'30" E 1586.74'(N 89°58'19" E 1586.186')

N 89°58'30" E 792.47' (N 89°58'22" E 792.10')

N 0

0°01

'09"

W 7

92.0

6' (

N 0

0°01

'10"

W 7

91.8

5')

E

KEARNS BUILDING

2' - 5"

EXISTING FIRE HYDRANT

TYPICAL PLANTERS

TYPICAL PLANTERS

CURB AND GUTTER

EXISTING DRINKING WATER FOUNTAIN

(3) PROPOSED DESIGNATED FUTURE TENANT PARKING

EXISTING PLANTERS

EXISTING GENERATOR

EXISTING TRANSFORMER

EXISTING GENERATOR

EXISTING IRON GATE

LOADING BAY AREAPROPOSED TRANSFORMER LOCATION

ENCLOSED WALKING PATH

0' - 3"

11' - 10"

2' -

4"

0' -

10

"

10' - 0"

33

' -

1"

2' - 4" 1/2

"

1/2

"

2' - 1"

0' - 0"

0' - 0"

0' -

0"

0' - 2"

2' - 4 1/2"1' - 0"

0' - 0"

-2' - 3 1/2"

6.0

%

1.4

%

6.0%

6.0

%

7.1

%

4.7%

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ARCHITECTURALSITE PLAN


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1" = 30'-0"1

ARCHITECTURAL SITE PLAN

0' 15' - 0" 30' - 0" 60' - 0"

N

EW

S


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ZONING ANDBUILDING

CODEANALYSIS


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BUILDING CODE DATA

BUILDING IDENTIFICATION :

BUILDING OCCUPANCY CLASSIFICATION (PER 302) :

AREA ALLOWED PER FLOOR (PER 506.2):

TYPE OF CONSTRUCTION :

BUILDING HEIGHT ALLOWANCE (PER 504.3):

BUILDING HEIGHT PROVIDED :

NUMBER OF STORIES ALLOWED (PER 504.4):

NUMBER OF STORIES PROVIDED :

FIRE RATING :

SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):

MIXED OCCUPANCY SEPARATION (PER 508.4):

INTERIOR BEARING WALLS (PER 601):

EXT. BEARING WALLS (PER 601):

EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):

CORRIDOR WALLS (PER 1020.1):

ELEVATOR SHAFT WALLS (PER 713.4):

REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.4):

REFUSE ACCESS AND ROOMS (PER 713.13.3):

FLOOR / CEILING CONSTRUCTION (PER 601):

ROOF CEILING CONSTRUCTION (PER 601):

PRIMARY STRUCTURAL FRAME (PER 601):

INTERIOR NON-BEARING WALLS (PER 601):

WALLS AND PARTITIONS OPENING PROTECTION

FIRE WALLS (PER 706.4):

STAIRS :

STAIR WIDTH (PER 1011.2):

SHAFT OPENING PROTECTIVES

SMOKE BARRIER REQUIRED (PER 709.4.2):

FLOOR LOCATIONS:

FIRE PROTECTION SYSTEM

SPRINKLER SYSTEM PROVIDED (PER 903.2.8.1):

STANDPIPES REQUIRED (PER 905.1):

FIRE EXTINGUISHERS (PER 906):

EXITS REQUIRED

BUILDING EXITS (PER 1006.3.1):

HORIZONTAL EXITS (PER 1026.2):

TRAVEL DISTANCE (PER 1017.2):

DEAD END CORRIDOR (PER 1020.4 EXCEPTION 2):

UNITS OF EGRESS (PER 1005.1): CORRIDOR WIDTH = .20 PER OCCUPANT

ROOF ACCESS

ROOF ACCESS PROVIDED:

ATTIC VENTILATION

ATTIC VENTILATION REQUIRED (PER 1203.2):

ATTIC VENTILATION TYPE:

STAIR WIDTH = .30 PER OCCUPANT

EXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):

AREA PROVIDED

MIN. REQUIRED: 44"

MAIN STREET APARTMENT

R-2 / M (GROUND FLOOR)

IA

2 HOUR

1 HOUR

3 HOUR

0 HOUR

1 HOUR

2 HOUR

2 HOUR

1 HOUR

2 HOUR

3 HOUR

1 HOUR

3 HOUR

MIN. PROVIDED 54"

YES.

REFER TO PLAN FOR LOCATIONS

NFPA 13

YES

EVERY 75'-0"

PER FLOOR: 2 EXITS MIN. WITHIN ALLOWED TRAVEL DISTANCE

2 HOUR MIN. RATING

50'-0" ALLOWED ALLOWED

YES

N/A

N/A

180 MIN. (PER 716.5)

90 MIN. ( PER 716.5)

90 MIN. (PER 716.5)

90 MIN. (PER 716.5)

45 MIN. (PER 716.5)

20 MIN. UNIT & 45 MIN "C" DOOR ELSEWHERE

90 MIN. (PER 716.5)

90 MIN. (PER 716.5)

60 MIN. (PER 716.5)

DOOR WIDTH - 32" MIN. (PER 1010.1.1)

0 HOUR -

3 HOUR

22,230 MAX. SF FT / FLOOR

250'-0"

31

UNLIMITED

368'-0" ROOF LEVEL

UNLIMITED

UNLIMITED

1 1/2 HOUR

BUILDING CODE DATA

BUILDING IDENTIFICATION :

BUILDING OCCUPANCY CLASSIFICATION (PER 302) :

AREA ALLOWED PER FLOOR (PER 406.5.4):

TYPE OF CONSTRUCTION :

BUILDING HEIGHT ALLOWANCE (PER 406.5.4):

BUILDING HEIGHT PROVIDED :

FIRE RATING :

SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):

MIXED OCCUPANCY SEPARATION (PER TABLE 508.4):

INTERIOR BEARING WALLS (PER 601):

EXT. BEARING WALLS (PER 601):

EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):

CORRIDOR WALLS (PER TABLE 1020.1):

ELEVATOR SHAFT WALLS (PER 713.4):

REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.4):

REFUSE ACCESS AND ROOMS (PER 713.13.3):

FLOOR / CEILING CONSTRUCTION (PER 601):

ROOF CEILING CONSTRUCTION (PER 601):

PRIMARY STRUCTURAL FRAME (PER 601):

INTERIOR NON-BEARING WALLS (PER 601):

WALLS AND PARTITIONS OPENING PROTECTION

FIRE WALLS (PER 706.4):

STAIRS :

STAIR WIDTH (PER 1011.2):

SHAFT OPENING PROTECTIVES

REQUIRED (PER 3006.2):

FLOOR LOCATIONS:

FIRE PROTECTION SYSTEM

SPRINKLER SYSTEM PROVIDED (PER 406.6.3):

STANDPIPES REQUIRED (PER 406.5.8):

FIRE EXTINGUISHERS (PER 906.3 (1)):

EXITS REQUIRED

BUILDING EXITS (PER 1006.3.1):

HORIZONTAL EXITS (PER 1026):

TRAVEL DISTANCE (PER 1017.2):

DEAD END CORRIDOR (PER 1020.4 EXCEPTION 2):

UNITS OF EGRESS (PER 1005.1): CORRIDOR WIDTH = .20 PER OCCUPANT

NOTES:

STAIR WIDTH = .30 PER OCCUPANT

EXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):

AREA PROVIDED

MIN. REQUIRED: 44"

NUMBER OF FLOORS CONNECTED:

OPEN PARKING DECK W/ ROOF TOP PARK

S-2 PARKING / TOP LEVEL OUTDOOR AREA

UNLIMITED SQ. FT.

IA

6 TIERS

2 HOUR

2 HOUR

3 HOUR

0 HOUR

0 HOUR

2 HOUR

2 HOUR

1 HOUR

2 HOUR

3 HOUR

1 HOUR

2 HOUR

MIN. PROVIDED 58"

NO, PER EXCEPTION 1

N/A

NO

YES

EVERY 75'-0"

PER FLOOR: PER FLOOR : 4 EXITS MIN. WITHIN ALLOWED TRAVEL DISTANCE

REFER TO FLOOR PLANS FOR LOCATIONS

50'-0" MAX ALLOWED ALLOWED

4 STAIRWELLS CAN ACCOMMODATE 773 OCCUPANTS ON THE PARK LEVEL

90 MIN. (PER 716.5)

90 MIN. (PER 716.5)

90 MIN. (716.5)

-

-

-

-

90 MIN (PER 716.5)

90 MIN. (PER 716.5)

60 MIN. (PER 716.5)

-

-

-

DOOR WIDTH : 36" MIN (PER 406.5.7)

0 HOUR -

3 HOUR

22,547 SQ FT MAX PER LEVEL

300'-0" ALLOWED

UNLIMITED

6 TIERS

1 1/2 HOUR

ZONING AND SITE DESIGN CRITERIA

CURRENT ZONING DISTRICT :

PROPOSED USE :

PERMITTED USE :

MINIMUM LOT SIZE REQUIREMENTS :

CONDITIONAL USE :

LOT LOCATION :

LOT REQUIREMENTS :

YARD REQUIREMENTS :

FRONT AND CORNER SIDE YARDS :

INTERIOR SIDE AND REAR YARDS :

PARKING STRUCTURES :

LOCATED BEHIND PRINCIPLE BUILDINGS :

LOADING DOCK LOCATION :

NUMBER OF STALLS REQUIRED :

NUMBER OF STALLS PROVIDED :

INCLUDES 60 SHARED STALLS WITH KEARNS BUILDING

MIDBLOCK WALKWAY :

MIDBLOCK RESTRICTIONS :

HEIGHT REGULATION :

PROPOSED BUILDING HEIGHT :

OVERLAY INFORMATION :

SPECIAL PROVISIONS :

REQUIREMENTS :

DRIVEWAYS :

NOTES :

D-1 CENTRAL BUSINESS DISTRICT

DWELLING MULTI-FAMILY / RETAIL

NO MINIMUM

D-1 RESIDENTIAL = 1/2 STALL PER UNIT

261 STALLS

PROVIDED

100 FEET MAXIMUM

MAIN STREET RETAIL CORE

NOT ALLOWED ON MAIN STREET

FIRST FLOOR TO PROVIDE RETAIL, DEPARTMENT STORE, RESTAURANT OR SIMILARUSE

N/A

INTEGRATED IN PARKING STRUCTURE

YES

YES

NO MINIMUM / SHALL NOT EXCEED 5 FEET EXCEPT AS APPROVED

MIDBLOCK

NONE REQUIRED

368 FEET ROOF LEVEL / 392 FEET TOPPED OUT

GROSS BUILDING - PARKING DECK

BLDG NUMBER AREA USE AREA

GARAGE - LEVEL -1

Parking Deck 19,016 SF

GARAGE - LEVEL 1


GARAGE - LEVEL 2


GARAGE - LEVEL 3


GARAGE - LEVEL 4


GRAND TOTAL 114,016 SF


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BUILDINGINFORMATION


HINES

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UNIT SUMMARYBUILDING SUMMARY

RESIDENTIAL TOWER PARKING GARAGE

PARKING COUNT BY LEVEL

SPACE TYPE WIDTH LENGTH QUANTITY

GARAGE - LEVEL 2

ADA 9' - 0" 18' - 0" 2

STND 9' - 0" 18' - 0" 60

62

GARAGE - LEVEL 3

STND 9' - 0" 18' - 0" 70

70

GARAGE - LEVEL -1

ADA 9' - 0" 18' - 0" 2

RSVD 9' - 0" 18' - 0" 61

STND 9' - 0" 18' - 0" 13

76

LEVEL 1

ADA 9' - 0" 18' - 0" 2

STND 9' - 0" 18' - 0" 51

VAN 9' - 0" 18' - 0" 1

54

262

GROSS BUILDING - PARKING DECK

BLDG NUMBER AREA USE AREA

GARAGE - LEVEL -1


GARAGE - LEVEL 1


GARAGE - LEVEL 2


GARAGE - LEVEL 3


GARAGE - LEVEL 4


GRAND TOTAL 114,016 SF

439 SF/STALL PARKING EFFICIENCY


245679

B

C

D

A

C.8

13

C.9

1.18

LINE OF BUILDING ABOVE

LINE OF BUILDING ABOVE

LIN

E O

F B

UIL

DIN

G A

BO

VE

KEARNS BUILDING

P151 P181

P16

1

P17

1

P20

1

P15 2P18 2

P19

1

G2 G1

GA

GB

GC

GD

GE

GF

GG

GH

GI

24

' - 0

"

24

' - 0

"

24' - 0"

6.0

%

5.8%-8' - 5 1/2"

-10' - 8"

UTILITY

STAIR #1

STAIR #2

ELEV. #3

ELEV. #1

ELEV. #2

MA

INT

EN

AN

CE

18

8' -

0"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

124' - 6"

5

9

2

11

11

9

UP

16(UP)

11(UP)

3

AP5-00

C

dw

ell

desig

n s

tudio

-A

LL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

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21 2

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A0-01

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL-1


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

N

EW

S

1/16" = 1'-0"1

OVERALL BUILDING PLAN - LEVEL -1 PROJECT ELEVATION: -10'-8"


LOT

2, C

AP

ITO

L TH

EA

TER

SU

BD

IVIS

ION

LOT 4LOT 7

LOT 3

TR

TR

EB

EB

EB

EB

EB

EB

GV

GV

GV

COMM

COMM

COMM

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

MA

IN S

TR

EE

TB

AS

IS O

F B

EA

RIN

G N

00°

02'1

3" W

634

9.07

' ( 6

326.

88')

N 0

0°02

'13"

W 7

92.0

5' (

791.

84')

E

245679

B

C

D

A

C.8

13

C.9

1.18

KEARNS BUILDING

EXISTING FIRE HYDRANT

TYPICAL PLANTERS

TYPICAL PLANTERS

CURB AND GUTTER

EXISTING DRINKING WATER FOUNTAIN

EXISTING PLANTERSEXISTING PLANTERS

EXISTING GENERATOR

EXISTING TRANSFORMER

EXISTING GENERATOR

EXISTING IRON GATE

(3) PROPOSED DESIGNATED FUTURE TENANT PARKING

LOADING BAY AREA

10X

35 L

OA

DIN

G B

AY

10X

35 L

OA

DIN

G B

AY

PROPOSED TRANSFORMER LOCATION

ELEC.

ENCLOSED WALKING PATH

MAIN ELEC.

EMER. ELEC.

UTILITY/STORAGE

JANITOR

UTILITY/STORAGE

TRASH ROOM

JANITOR

PUMP ROOM

FIRE COMMAND

ROOM

PARCEL

MAIL ROOM

CORRIDOR

BIKE SHOP

BIKE STORAGE

GENERATOR

STAIR #1

STAIR #2

RETAIL

? ? VESTIBULE

CO

RR

IDO

R

CO

RR

IDO

RC

OR

RID

OR

ELEV. #3

ELEV. #1

ELEV. #2

183' - 0"

34

' - 3

1/2

"3

8' -

8 1

/2"

74

' - 1

1 1

/2"

11' - 11"

2' - 5 1/4"

1

1

1

1

38' - 2 1/2" 22' - 4" 142' - 5 1/2"

203' - 0"

11

3' -

8"

P151 P181

P16

1

P17

1

P20

1

P15 2P18 2

P19

1

G2 G1

GA

GB

GC

GD

GE

GF

GG

GH

GI

2' - 4 1/2"

0' - 0"

-2' - 3 1/2"6.0%

6.0

%6

.0%

4.7%

7.1

%

1/8

" /

12

"

1' - 0"

STAIR #1

UTILITY

STAIR #2

ELEV. #3

ELEV. #1

24

' - 0

"

24' - 0"

24

' - 0

"

172' - 9"

124' - 6" 48' - 3"

18

8' -

0"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

11 7

16(UP)

11(UP)

9

2

50' - 0"

64' - 2 1/2"

ALLEYWAY - SEE LANDSCAPE DWGS

C

dw

ell

desig

n s

tudio

-A

LL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

/20

21 2

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PM

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A0-02

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL1


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

1/16" = 1'-0"1

OVERALL BUILDING PLAN - LEVEL 1

N

EW

S

PROJECT ELEVATION: 0'-0"


DN

DN

UP

245679

B

C

D

A

C.8

13

C.9

1.18

DOG WASH STORAGE

ELEC

STAIR #2

STAIR #1

CORRIDOR

WORK SHARE

TRASH

UTILITY/STORAGE

RETAIL BELOW

ELEVATOR LOBBYCORRIDOR

TYP. WASH ROOM

LEASING/BALCONY

OPEN TO BELOW

ELEV. #1

ELEV. #2

ELEV. #3

11

3' -

7 3

/4"

22

' - 6

"2

2' -

6"

28

' - 6

"4

0' -

1 3

/4"

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

(OPEN TO LOBBY BELOW)

12' - 0"

10' - 8"R

AM

P

KEARNS BUILDING

34

' - 3

1/2

"

38' - 2 1/2" 22' - 4" 142' - 5 1/2"

203' - 0"

P151 P181

P16

1

P17

1

P20

1

P15 2P18 2

P19

1

G2 G1

GA

GB

GC

GD

GE

GF

GG

GH

GI

5' -

10

"2

4' -

0"

24' - 0"

24

' - 0

"

12' - 10 1/2"

10' - 8"

8' - 6 1/2"6.0%

6.0

%6

.0%

5.8%

STAIR #1

UTILITY

ELEV. #1

ELEV. #2

STAIR #2

ELEV. #3

124' - 6"

18

8' -

0"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

11 9

9

16(UP)

11(UP)

4

2

3

AP5-00

C

dw

ell

desig

n s

tudio

-A

LL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

/20

21 2

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:51

PM

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A0-03

Author Checker

200801

OVERALLBUILDING

PLAN -MEZZANINE

LEVEL


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

1/16" = 1'-0"1

OVERALL BUILDING PLAN - MEZZANINE LEVEL 1.5

N

EW

S



DNUP

245679

B

C

D

A

C.8

13

C.9

1.18

ELEC.

STAIR #1

STAIR #2

11

3' -

7 3

/4"

22

' - 6

"2

2' -

6"

28

' - 6

"4

0' -

1 3

/4"

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

ELEV. #3

ELEV. #1

TRASH

CORRIDORELEVATOR LOBBY

CORRIDOR

STOR.

UTILITY

WORK SHARE

A7.0 S1.0 S1.0B7.0

(OPEN TO LOBBY BELOW)(OPEN TO BALCONY BELOW)

ELEV. #2

B3.0A5.1B4.0S2.0

A6.1

24' - 0"

12' - 0"

WORK SHARE PATIOPRIVATE PATIOPRIVATE PATIOPRIVATE PATIO

PRIVATE PATIO

PRIVATE PATIO

KEARNS BUILDING

34

' - 3

1/2

"

MECHANICAL ROOF

203' - 0 3/4"

45' - 2" 143' - 0" 15' - 0"

P151 P181

P16

1

P17

1

P20

1

P15 2P18 2

P19

1

G2 G1

GA

GB

GC

GD

GE

GF

GG

GH

GI

24' - 0"

6.0

%

24

' - 0

"

STAIR #1

UTILITY

ELEV. #1

ELEV. #2

STAIR #2

ELEV. #3

124' - 6"

18

8' -

0"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

11

13

9

16(UP)

11(UP)

10

2

23' - 6 1/2"

21' - 4"

19' - 0 1/2"6.0%

6.0

%6

.0%

5.8%

[No Slope]

3

AP5-00

C

dw

ell

desig

n s

tudio

-A

LL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

/20

21 2

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:54

PM

C:\U

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Hiris

e_

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ZK

S.r

vt

A0-04

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL2


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

1/16" = 1'-0"1


N

EW

S



DN

UP

245679

B

C

D

A

C.8

13

C.9

1.18

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

ELEC

STAIR #1

STAIR #2 ELEV. #3

ELEV. #1

ELEV. #2STOR.

LA

UN

DR

Y

CORRIDORELEVATOR LOBBY

CORRIDOR

(A)S1.0 (A)S1.1 (A)A1.0 (A)A1.0(A)S1.4

(A)S1.0

(A)A2.0 (A)B2.0

(A)S2.0

(A)S1.5

(A)S1.5

(A)S3.0

(A)S4.0

(A)S5.0(A)S6.0(A)S6.1(A)S6.2(A)S7.0(A)S8.0

(A)S9.0(A)S10.0

(A)B1.0

(A)S1.3(A)S1.2

TRASH

38' - 0"

KEARNS BUILDING

34

' - 3

1/2

"

PRIVATE BALCONY

PR

IVA

TE

BA

LC

ON

Y

PANTAGES PARK -SEE LANDSCAPE DWGS

G2 G1

GA

GB

GC

GD

GE

GF

GG

GH

GI

STAIR #1

ELEV. #1

ELEV. #2

STAIR #2

ELEV. #3

124' - 6"

18

8' -

0"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

23

' - 6

"2

3' -

6"

ALLEYWAY - SEE LANDSCAPE DWGS

C

dw

ell

desig

n s

tudio

-A

LL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

/20

21 2

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:03

PM

C:\U

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S.r

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A0-05

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL3 & PARK


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

1/16" = 1'-0"1


N

EW

S



DN

UP

245679

B

C

D

A

C.8

13

C.9

1.18

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

(A)S11.0 (A)S12.0 (A)S13.0(A)S1.4

(A)S1.0

(A)A2.0 (A)B2.0

(A)S2.0

(A)S1.5

(A)S1.5

(A)S3.0

(A)S4.0

(A)S5.0(A)S6.0(A)S6.1(A)S6.2(A)S7.0(A)S8.0

(A)S9.0(A)S10.0

(A)B1.1

(A)A3.0

POOL EQUIPMENT

LINE OF HOT TUB ABOVE

LINE OF POOL ABOVE

ELEVATOR LOBBYCORRIDORLAUNDRY

ELEC

STAIR #1

STAIR #2 ELEV. #3

ELEV. #1

ELEV. #2

CORRIDORTRASH

52' - 0"

KEARNS BUILDING

34

' - 3

1/2

"

PRIVATE BALCONY

PR

IVA

TE

BA

LC

ON

Y

P151 P181

P16

1

P17

1

P20

1

P15 2P18 2

P19

1

G2 G1

GA

GB

GC

GD

GE

GF

GG

GH

GI

C

dw

ell

desig

n s

tudio

-A

LL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

/20

21 2

:53

:11

PM

C:\U

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Hiris

e_

sw

ate

rsJE

ZK

S.r

vt

A0-06

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL4


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

1/16" = 1'-0"1


N

EW

S



UP

DN

UP

DN

UP

245679

B

C

D

A

C.8

13

C.9

1.18

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

ELEC

STAIR #1

STAIR #2ELEV. #3

ELEV. #1ELEV. #2

CLUBHOUSE

ELEVATOR LOBBY

CORRIDORTRASH

JANITOR

POOL DECK

MENSWOMENS

HIS SHOWER

HER SHOWER

POOL

HOTTUB

B9.0 A3.0

A4.0

A5.0

B2.0B3.0

66' - 0"

PRIVATE BALCONY

PR

IVA

TE

BA

LC

ON

Y

CEILING: 13'-0"

(OPEN TO ABOVE)

245679

B

C

D D

A

C.8

13

C.9

1.18

ELEVATOR LOBBY

FITNESS

CORRIDOR

A2.0 A3.0A4.0

A5.0

B2.0B3.0

A1.0

A8.0

80' - 0"

OPEN TO

POOL BELOW

STAIR #2

ELEV. #3

ELEV. #1ELEV. #2ELEC

STAIR #1

TRASH

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

6' -

3"

4' -

1"

PRIVATE BALCONY

PRIVATE

BALCONY

PR

IVA

TE

BA

LC

ON

Y

CEILING: 13'-0"

AMENITY

BALCONY

C

dw

ell

desig

n s

tudio

-A

LL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

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A0-07

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL5


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

1/8" = 1'-0"1


N

EW

S


1/8" = 1'-0"2


N

EW

S



DN

UP

245679

B

C

D D

A

C.8

13

C.9

1.18

CORRIDOR

ELEVATOR LOBBY

CORRIDOR

A2.0 A3.0A4.0

A5.0

B2.0B3.0

A1.0S1.0S1.0

B1.0

A6.0

S2.0 B4.0 A5.1

94' - 0"

STAIR #2

ELEV. #3


STAIR #1

TRASH

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

6' -

3"

4' -

1"

PRIVATE BALCONY

PRIVATE BALCONY

PR

IVA

TE

BA

LC

ON

Y

C

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desig

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-A

LL R

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TS

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


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A0-08

Author Checker

200801

OVERALLBUILDING

PLAN - TYP.LVL 7-20, 23-30


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

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TS

ALT

LA

KE

CIT

Y,

UT

AH

1/8" = 1'-0"2

OVERALL BUILDING PLAN - TYPICAL LEVEL 7-20 & 23-30

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

N

EW

S

PROJECT ELEVATION: 94'-0" TO 344'-8"


UP

DN

DN

DN

UP

245679

B

C

D D

A

C.8

13

C.9

1.18

ELEVATOR LOBBY

CORRIDOR

CORRIDOR

SKY LOUNGE

A2.0

B3.0

A1.0S1.0S1.0

B1.0

A6.0

S2.0 B4.0 A5.1

244' - 4"

STAIR #2ELEV. #3


STAIR #1

TRASH

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

6' -

3"

4' -

1"

PRIVATE BALCONY

TERRACE

(OPEN ABOVE)CEILING: 24'-8"

CEILING: 13'-0"

245679

B

C

D D

A

C.8

13

C.9

1.18

A2.0

B3.0

A1.0S1.0S1.0

B1.0

A6.0

S2.0 B4.0 A5.1

B5.0

ELEVATOR LOBBY

CORRIDOR

CORRIDOR

259' - 4"OPEN TO

DECK BELOW

STAIR #2

ELEV. #3


STAIR #1

TRASH

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

6' -

3"

4' -

1"

PRIVATE BALCONY

PRIVATE BALCONY

BALCONY

C

dw

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desig

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TS

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JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


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A0-09

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL21 & 22


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

1/8" = 1'-0"1


1/8" = 1'-0"2


N

EW

S

N

EW

S




DN

245679

B

C

D D

A

C.8

13

C.9

1.18

P1.0 P2.0

P3.0

P4.0P5.0

ELEVATOR LOBBY

CORRIDOR

CORRIDOR

PRIVATE BALCONY

PRIVATE BALCONY

PRIVATE BALCONY

PRIVATE BALCONY

PRIVATE

TERRACE

STAIR #2

ELEV. #3


STAIR #1

TRASH

356' - 4"

183' - 0"

24' - 0" 13' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 21' - 0" 5' - 0"

73

' - 6

"

22

' - 6

"2

2' -

6"

28

' - 6

"

6' -

3"

4' -

1"

C

dw

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

360 WEST 300 SOUTH

SUITE 102


A DEVELOPMENT FOR:

REVISION


1/7

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A0-10

Author Checker

200801

OVERALLBUILDING

PLAN - LEVEL31


HINES

MA

IN S

TR

EE

T A

PA

RT

ME

NT

S150 S

OU

TH

MA

IN S

TR

EE

TS

ALT

LA

KE

CIT

Y,

UT

AH

LVL 1

LVL 2

LVL 1.5

LVL 3

LVL 4

LVL 5

LVL 6

LVL 7

LVL 8

LVL 9

LVL 10

LVL 11

LVL 12

LVL 13

LVL 14

LVL 15

LVL 16

LVL 17

LVL 18

LVL 19

LVL 20

LVL 21

LVL 22

LVL 23

LVL 24

LVL 25

LVL 26

LVL 27

LVL 28

LVL 29

LVL 30

LVL 31

PARAPET

ROOF

N

EW

S

1/8" = 1'-0"1

OVERALL BUILDING PLAN - LEVEL 31 PROJECT ELEVATION: 356'-4"


EXTERIOR FINISH LEGEND

NO. MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION NO. MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION GENERAL NOTES

ASF ALUMINUM STOREFRONT

BGD BALCONY GLASS DOOR

SGN SIGNAGE

ST1 STUCCO

NO. MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION

WWS WINDOW WALL SYSTEM

PDC PARKING DECK CONCRETE

MTP METAL PANEL

NSC MARBLE/NATURAL STONE CLADDING

GBR GLASS BALCONY RAILING

EPC EXPOSED POLISHED CONCRETE

CSF CUSTOM STEEL FRAME

MWC METAL WRAPPED COLUMNS

ST2 STUCCO

ECD EXPOSED CONCRETE DECK

EPS EXPOSED CONCRETE SHEAR WALL

OBS OPAQUE BACKLIT PARAPET SPANDREL GLASS

FGV FRAMELESS GLASS VESTIBULE

GL1 GLASS TYPE 1

GL2 GLASS TYPE 2

C

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DISCLAIMER:

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360 WEST 300 SOUTH

SUITE 102


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A4-00

Author Checker

200801

EXTERIORFINISH

LEGEND


HINES

MA

IN S

TR

EE

T A

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S150 S

OU

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MA

IN S

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AH


LEVEL 1F.F.E. = 0' - 0"

LEVEL 2F.F.E. = 24' - 0"

LEVEL 3F.F.E. = 38' - 0"

LEVEL 4F.F.E. = 52' - 0"

LEVEL 5F.F.E. = 66' - 0"

LEVEL 6F.F.E. = 80' - 0"

BCD A

LEVEL 7F.F.E. = 94' - 0"

LEVEL 8F.F.E. = 104' - 8"

LEVEL 9F.F.E. = 115' - 4"

LEVEL 10F.F.E. = 126' - 0"

LEVEL 11F.F.E. = 136' - 8"

LEVEL 12F.F.E. = 147' - 4"

LEVEL 13F.F.E. = 158' - 0"

LEVEL 14F.F.E. = 168' - 8"

LEVEL 15F.F.E. = 179' - 4"

LEVEL 16F.F.E. = 190' - 0"

LEVEL 17F.F.E. = 200' - 8"

LEVEL 18F.F.E. = 211' - 4"

LEVEL 19F.F.E. = 222' - 0"

LEVEL 20F.F.E. = 232' - 8"

LEVEL 21F.F.E. = 244' - 4"

LEVEL 23F.F.E. = 270' - 0"

LEVEL 24F.F.E. = 280' - 8"

LEVEL 25F.F.E. = 291' - 4"

LEVEL 26F.F.E. = 302' - 0"

LEVEL 27F.F.E. = 312' - 8"

LEVEL 28F.F.E. = 323' - 4"

LEVEL 29F.F.E. = 334' - 0"

LEVEL 31F.F.E. = 356' - 4"

T.O. ROOFS.F.E. = 368' - 0"

C.8C.9

LEVEL 1.5MEZZANINEF.F.E. = 12' - 0"

LEVEL 22F.F.E. = 259' - 4"

LEVEL 30F.F.E. = 344' - 8"

T.O. PARAPETS.F.E. = 392' - 0"

39

2' -

0"

GARAGE - LEVEL 4F.F.E. = 32' - 0"




GARAGE - LEVEL-1

F.F.E. = -10' - 8"

24

' - 0

"1

1' -

8"

11

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

5' -

0"

11

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"

14

' - 0

"1

4' -

0"

14

' - 0

"1

4' -

0"

14

' - 0

"1

2' -

0"

12

' - 0

"

ASF NSC

WWS

MWC

MTP

GBR

WWS

WWS

ST1

GBR

ECD

ST1

MTP

OBS

BGD

MTP CSFFGV PDCEPC

GL1

GL1

GL2

GL1

GL2 GL2

GAGBGCGDGEGFGGGHGI

42

' - 8

"

10

' - 8

"1

0' -

8"

10

' - 8

"1

0' -

8"


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REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENT

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