main street apartments · 1/7/2021 · ap4-00 parking deck elevations ap4-01 parking deck...
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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
:54
:26
PM
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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
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SHEET INDEX
SHEETNUMBER SHEET NAME 2
020 1
1-2
0 D
ES
IGN
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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
A0-04 OVERALL BUILDING PLAN - LEVEL 2 X
A0-05 OVERALL BUILDING PLAN - LEVEL 3 & PARK X
A0-06 OVERALL BUILDING PLAN - LEVEL 4 X
A0-07 OVERALL BUILDING PLAN - LEVEL 5 X
A0-08 OVERALL BUILDING PLAN - TYP. LVL 7-20, 23-30 X
A0-09 OVERALL BUILDING PLAN - LEVEL 21 & 22 X
A0-10 OVERALL BUILDING PLAN - LEVEL 31 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
A4-02 OVERALL BUILDING ELEVATIONS X
A4-03 OVERALL BUILDING ELEVATIONS X
A4-04 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
AP0-02 OVERALL BUILDING PLAN - PARKING DECK LEVEL 2
AP0-03 OVERALL BUILDING PLAN - PARKING DECK LEVEL 3
AP0-04 OVERALL BUILDING PLAN - PARKING DECK LEVEL 4
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
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:54
:29
PM
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CS-02
Author Checker
200801
SHEET INDEX
2020 11-20 DESIGN REVIEW PACKAGE X
HINES
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DATE DESCRIPTION REV
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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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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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
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21 2
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200801
GENERALNOTES
2020 11-20 DESIGN REVIEW PACKAGE X
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SYMBOLS GRAPHIC REPRESENTATION
ABBREVIATIONS
DATE DESCRIPTION REV
-
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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JOB NUMBER:
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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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
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21 2
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:35
PM
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Author Checker
200801
ARCHITECTURALSITE PLAN
2020 11-20 DESIGN REVIEW PACKAGE X
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1" = 30'-0"1
ARCHITECTURAL SITE PLAN
0' 15' - 0" 30' - 0" 60' - 0"
N
EW
S
DATE DESCRIPTION REV
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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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:54
:20
PM
C:\U
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Author Checker
200801
ZONING ANDBUILDING
CODEANALYSIS
2020 11-20 DESIGN REVIEW PACKAGE X
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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
Parking Deck 23,750 SF
GARAGE - LEVEL 2
Parking Deck 23,750 SF
GARAGE - LEVEL 3
Parking Deck 23,750 SF
GARAGE - LEVEL 4
Parking Deck 23,750 SF
GRAND TOTAL 114,016 SF
DATE DESCRIPTION REV
-
C
dw
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desig
n s
tudio
-A
LL R
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TS
RE
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RV
ED
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:54
:24
PM
C:\U
sers
\sw
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ocum
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evit\H
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s S
LC
Hiris
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sw
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rsJE
ZK
S.r
vt
CD-01
Author Checker
200801
BUILDINGINFORMATION
2020 11-20 DESIGN REVIEW PACKAGE X
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
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
Parking Deck 19,016 SF
GARAGE - LEVEL 1
Parking Deck 23,750 SF
GARAGE - LEVEL 2
Parking Deck 23,750 SF
GARAGE - LEVEL 3
Parking Deck 23,750 SF
GARAGE - LEVEL 4
Parking Deck 23,750 SF
GRAND TOTAL 114,016 SF
439 SF/STALL PARKING EFFICIENCY
DATE DESCRIPTION REV
-
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
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desig
n s
tudio
-A
LL R
IGH
TS
RE
SE
RV
ED
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:52
:42
PM
C:\U
sers
\sw
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evit\H
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s S
LC
Hiris
e_
sw
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rsJE
ZK
S.r
vt
A0-01
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL-1
2020 11-20 DESIGN REVIEW PACKAGE X
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"
DATE DESCRIPTION REV
-
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:
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:52
:46
PM
C:\U
sers
\sw
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ocum
en
ts\R
evit\H
ine
s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A0-02
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL1
2020 11-20 DESIGN REVIEW PACKAGE X
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"
DATE DESCRIPTION REV
-
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
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desig
n s
tudio
-A
LL R
IGH
TS
RE
SE
RV
ED
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:52
:51
PM
C:\U
sers
\sw
ate
rs\D
ocum
en
ts\R
evit\H
ine
s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A0-03
Author Checker
200801
OVERALLBUILDING
PLAN -MEZZANINE
LEVEL
2020 11-20 DESIGN REVIEW PACKAGE X
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
PROJECT ELEVATION: 12'-0"
DATE DESCRIPTION REV
-
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:
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:52
:54
PM
C:\U
sers
\sw
ate
rs\D
ocum
en
ts\R
evit\H
ine
s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A0-04
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL2
2020 11-20 DESIGN REVIEW PACKAGE X
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 2
N
EW
S
PROJECT ELEVATION: 24'-0"
DATE DESCRIPTION REV
-
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:
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:53
:03
PM
C:\U
sers
\sw
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ocum
en
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evit\H
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s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A0-05
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL3 & PARK
2020 11-20 DESIGN REVIEW PACKAGE X
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 3
N
EW
S
PROJECT ELEVATION: 38'-0"
DATE DESCRIPTION REV
-
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:
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:53
:11
PM
C:\U
sers
\sw
ate
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ocum
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evit\H
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s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A0-06
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL4
2020 11-20 DESIGN REVIEW PACKAGE X
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 4
N
EW
S
PROJECT ELEVATION: 52'-0"
DATE DESCRIPTION REV
-
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:
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:53
:22
PM
C:\U
sers
\sw
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ocum
en
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evit\H
ine
s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A0-07
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL5
2020 11-20 DESIGN REVIEW PACKAGE X
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
OVERALL BUILDING PLAN - LEVEL 5
N
EW
S
PROJECT ELEVATION: 66'-0"
1/8" = 1'-0"2
OVERALL BUILDING PLAN - LEVEL 6
N
EW
S
PROJECT ELEVATION: 80'-0"
DATE DESCRIPTION REV
-
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
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
C
dw
ell
desig
n s
tudio
-A
LL R
IGH
TS
RE
SE
RV
ED
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:53
:28
PM
C:\U
sers
\sw
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ocum
en
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evit\H
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s S
LC
Hiris
e_
sw
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rsJE
ZK
S.r
vt
A0-08
Author Checker
200801
OVERALLBUILDING
PLAN - TYP.LVL 7-20, 23-30
2020 11-20 DESIGN REVIEW PACKAGE X
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
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"
DATE DESCRIPTION REV
-
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
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
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
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
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:
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:53
:36
PM
C:\U
sers
\sw
ate
rs\D
ocum
en
ts\R
evit\H
ine
s S
LC
Hiris
e_
sw
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rsJE
ZK
S.r
vt
A0-09
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL21 & 22
2020 11-20 DESIGN REVIEW PACKAGE X
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
OVERALL BUILDING PLAN - LEVEL 21
1/8" = 1'-0"2
OVERALL BUILDING PLAN - LEVEL 22
N
EW
S
N
EW
S
PROJECT ELEVATION: 244'-4"
PROJECT ELEVATION: 259'-4"
DATE DESCRIPTION REV
-
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
ELEV. #1ELEV. #2ELEC
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
ell
desig
n s
tudio
-A
LL R
IGH
TS
RE
SE
RV
ED
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:53
:41
PM
C:\U
sers
\sw
ate
rs\D
ocum
en
ts\R
evit\H
ine
s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A0-10
Author Checker
200801
OVERALLBUILDING
PLAN - LEVEL31
2020 11-20 DESIGN REVIEW PACKAGE X
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"
DATE DESCRIPTION REV
-
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
dw
ell
desig
n s
tudio
-A
LL R
IGH
TS
RE
SE
RV
ED
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:
REVISION
DATE DESCRIPTION INCLUDED
1/7
/20
21 2
:53
:44
PM
C:\U
sers
\sw
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rs\D
ocum
en
ts\R
evit\H
ine
s S
LC
Hiris
e_
sw
ate
rsJE
ZK
S.r
vt
A4-00
Author Checker
200801
EXTERIORFINISH
LEGEND
2020 11-20 DESIGN REVIEW PACKAGE X
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
DATE DESCRIPTION REV
-
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 3F.F.E. = 21' - 4"
GARAGE - LEVEL 2F.F.E. = 10' - 8"
GARAGE - LEVEL 1F.F.E. = 0' - 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"
GARAGE - LEVEL 5F.F.E. = 38' - 0"
C
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desig
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tudio
-A
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IGH
TS
RE
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RV
ED
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