STRUCTURAL CONSULTING

CENTRAL WEST

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Date

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CIVIL ENGINEER

MECHANICAL / PLUMBING ENGINEER

ROYAL ENGINEERINGContact: Chris Falslev

PHONE : (801) 375-2228

EMAIL : [email protected]

Ensign EngineeringContact : Jared Ford

PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

STB DesignContact : Scott Blake

PHONE : (801) 554-6146


INTERIOR DESIGNER

Architecture BelgiqueContact : Heather Cardall

PHONE : (801) 561-1333


STRUCTURAL ENGINEER

Canyons Structural ConsultingContact : Dany Tremblay

PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

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4.6.2020

801.561.13337583 So. Main Street #100

Midvale, Utah [email protected]

ROYAL ENGINEERINGContact : Elliott Breinholt

PHONE : (801) 373-0311


Cover Sheet

C

Developer :

PROJECT TEAM

Architect :Architecture Belgique, Inc.

CONTACT : Mike AckleyPHONE (801) 561-1333

Civil Engineer :Ensign Engineering

CONTACT : Jared FordPHONE (801) 255-0529

Structural Engineer :Canyons Structural Consulting

CONTACT : Dany TremblayPHONE (801) 486-6848

Mechanical & Plumbing Engineer :Royal EngineeringCONTACT : Chris Falslev

PHONE (801) 372-0311

Electrical Engineer :

STRUCTURAL CONSULTING

can onsY

Landscape Architect :

Interior Designer :

CENTRAL WEST579 W 200 S

Salt Lake City, Utah

Architecture Belgique, Inc.CONTACT : Heather Cardall

PHONE (801) 561-1333

Gardner BattCONTACT : Michael Batt


STB DesignCONTACT : Scott Blake

PHONE (801) 554-6146

Royal EngineeringCONTACT : Kyle Breinholt

PHONE (801) 372-0311

FEFE

LEVEL 1 PARKING34 STALLS

TRASH

VEHICLEENTRANCE

UP DN

SER CHASE

VAN VAN

12345

67

89

1011

1213

1415

16

2524

2322

2120

1918

17

2627

2829

3031

3233

EV EV

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

DUMPSTER(BY OTHERS)

DUMPSTER(BY OTHERS)

RECYCLING

GENERATOR

DW

FE

UP

6'-0"

2'-0

"2'-

6"

2'-0

"

2'-0"

3'-0

"

PROVIDE ACCOMMODATIONSFOR 20 BIKES

NPS 1 14" or 1 1

2"(Schedule 40 Pipe)

SEE SITE PLAN FOR NUMBER OF RACKS. PROVIDEPARKING FOR (4)

@ E

NDST

ALL

BETW

EEN

RACK

SBE

TWEE

NRA

CKS

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Date

REVISIONSDATE#

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CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

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4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


Architectural Site Plan

A0.01SCALE :1

A0.01ARCHITECTURAL SITE PLAN

3/32" = 1'-0"( 24" x 36" ) NORTH

SCALE :3

A0.01VICINITY MAP

NTS( 24" x 36" ) NORTH

ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY. REFER TOCIVIL & LANDSCAPE DRAWINGS FOR ALL SITE DIMENSIONS,

GRADING, DETAILS & ACCESSIBILITY INFORMATION.

SITE TABULATION

PARKING CALCULATIONS

TOTAL : 19,272sqft .44Acres 100% Building : 17,491sqft .4Acres 91% Site Open space : 1,781sqft .4Acres 9%

GMU Req'd parking: .5 space/dwelling unitTotal Units: 65x.5 = 32.5 req'd stallsTotal parking provided: 34 stallsIncluding:Accessible stalls: 2 stallsElectric vehicle stalls: 2 stalls

Req'd bicycle parking: 5% of vehicular parking providedTotal provided parking: 34 vehicular stalls34 x 5% = 1.7 (2) req'd stalls

PROJECT LOCATION

SCALE :2

A0.01BIKE PARKING RACK DETAIL

3/32" = 1'-0"( 24" x 36" )

LEVEL TWO PODIUMCOURTYARD LANDSCAPE

PROJECT AREA

6 0

0

W E

S T

R R

R

A

A

A

A

RR

R

RR

A

A

A

H

H

B G

F

C

C

PRIVATEPATIO

PRIVATEPATIO

PRIVATEPATIO

PRIVATEPATIO

PRIVATEPATIO

PRIV

AT

EPA

TIO

PRIV

AT

EPA

TIO

PRIVATEPATIO

PRIVATEPATIO

PRIVATEPATIO

BackflowPreventerLocated onMain Level

D

2 0 0 S O U T H

S

S

S

B

M

Install new trees, tree grates and pavingper Salt Lake City CBD Developmentstandards and guidelines. SeeEngineering Plans.

EXISTING TREES WITHINTREE GRATES TO REMAIN

600

WES

T L

AN

DSC

APE

PRO

JEC

T A

REA

Extend SLC Irrig. Control Wire Sleeveto Property Line. Extend fromController, 6-Strand Wire for FutureOff-Site 600 West ROW Development

8'FREE STANDING PLANTER (96" x 18" x 30"H) - TOURNESOL SITE WORKS, URBANCOLLECTION, #8R-4800 - COLOR SELECTED BY OWNER

BENCH, 6 FT., SITESCAPES WESTPORT, #WP1-1000 w/ STEEL LOOPED ENDS -STERLING COLOR - BY OWNER

LOUNGE CHAIRS AND TABLE - BY OWNER

30" ROUND PATIO TABLE AND CHAIRS - BY OWNER

CONCRETE ROOF DECK - SEE ARCH. PLANS

POURED IN PLACE RUBBER PLAY SURFACE, 26' x 26', PLAYBOUND PIP, COLOR TO BESELECTED BY OWNER

PLAY EQUIPMENT - PLAYWORLD, PLAYCUBES 4.0SL, COLORS TO BE SELECTED BYOWNER

A

B

C

D

E

F

G

Scientific NameQnty Common Name SizeSym

ORNAMENTAL GRASSESKarl Foerster Feather GrassCalamagrostis x acutifolia 'Karl Foerster' 1 Gal.

1 Gal.Fountain GrassPennisetum alopecuroides5

20

2 Flame Amur Maple - ClumpAcer ginnala ' Flame' - Clump 20 Gal.TREES

Village Green ZelkovaZelkova serrata 'Village Green' 2" Cal.4

Irrigation Routing Under / Through Roof Deck(See Plan)

Drip Control Zone - Rainbird XCZ-075-PRBCOMBackflow Preventer - 1"

B

R

P.S.I. RADIUSSYM. MODELRainbird Xeri-Pop Micro Spray - XP-400X w/ SQ QTR Nozzle

G.P.M.

Controller - Rainbird ESP8LXME - 8 StationsC

0.1230 2.5'/4'

Rainbird 1812-SAM-PRS w/ 5 Series MPR (5Q-5F) 30 5.00.20

Automatic Control Valve - Rainbird 100PEB - 1"

DESCRIPTIONSYM.

Irrigation Sleeving (See Plan)

Quick Coupling Valve Assembly - Rainbird 44-LRC, Install w/ Backflow Preventer

Brass Valve - 1" - Rainbird 100GB-R-PRS-D

12 Station Outdoor Controller - Hunter ACC-1200C

Stop and Waste, 1" - To Be Installed with Backflow Preventer

Mainline - 1" Schedule 40 PVC Pipe

S

Root Watering - Rainbird RWS-B-1401 See Detail C/L201

Hardware Communication - Hunter ACC-COM-HWRUHF Radio - Hunter RAD-3Antennae - RM-EV-ANT-FDSolar Sync (Wireless Remote) - Hunter WSSController Enclosure, Stainless Steel - Stong Box 22SS

MWater Meter, 1" - To Be Installed by Owner per Salt Lake City Public Utilities Water Meter Standards and Details

B

Backflow Preventer, 1" - See Detail B/L201Backflow Enclosure, Aluminum - Strong Box SBBC

Lateral - Schedule 40 PVC Pipe

LANDSCAPE PLAN - LEVEL TWO PODIUM COURTYARDSCALE: 1"=10'-0" NORTHA

LIGHTWEIGHT PLANTING MEDIAFOR RAISED PLANTERS

PART 1: GENERALA. Utelite ‘Fines’ Expanded Shale 40%B. Sand 20%C. Approved Organic Matter 40%

PART 2: PRODUCTSA. Utelite ‘Fines’ Expanded Shale

Acceptable Expanded Shale Manufacturer and Supplier:Utelite Corporation, Scott Jenson, 801-243-9348,

[email protected] Box 387, Coalville, UT 84017

B. SandRoot Zone Sand or Equivalent.

C. Approved Organic MatterpH 6 – 8Soluble Salts <5Sodium Adsorption Ratio <10Carbon / Nitrogen Ratio <40:1Moisture % 25 – 35Coarse Material 98% Passing 3/8”

PART 3: BLENDING PROCEDURE1. To ensure proper soil component distribution, wet the Utelite Fines

prior to mixing. Care should also be taken to ensure proper moisturecontent for the organic matter.

2. Mechanically mix 1 part Sand to 2 parts Approved Organic Matter and2 parts Utelite. Fines to provide a uniform distribution of thecomponents.

3. When stockpiling the finished mix, cover the pile with a plastic tarp toprevent drying out or soil separation from rain.

COURTYARD KEYED NOTES

LANDSCAPE SCHEDULE

D E S I G N

& L A N D P L A N N I N GLANDSCAPE ARCHITECTURE

This drawing, as an instrument ofprofessional service, is the property ofSCOTT THOMAS BLAKE DESIGNL.L.C. and shall not be used, in wholeor part, for any other project withoutthe written permission Copyright ©2020 by SCOTT THOMAS BLAKE

DESIGN L.L.C.

1375 E. PERRYS HOLLOW ROAD

PH/TXT/MO 8 0 1. 554 . 6146SALT LAKE CITY, UTAH 84103

[email protected]

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Date

REVISIONSDATE

CIVIL ENGINEER


PHONE : (801) 255-0529


APRIL 20, 2020

801.561.13337583 So. Main Street #100


CENT

RAL

WES

T57

9 W

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200

SOUT

HSA

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CITY

, UT

PRELIMINARY PLANS



PHONE : (801) 375-2228


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848



PHONE : (801) 373-0311


IRRIGATION SCHEDULE - LEVEL 2 PODIUM DECK

LANDSCAPE /IRRIGATION

PLAN

L101SIGNATURES

SALT LAKE CITY URBAN FORESTRY DIVISION DATE

NOT TO SCALEB

12"-18"

PLAN VIEW

SECTION/ELEV.

ROOT WATERING AT TREE GRATE

ROOT WATER SYSTEM (RWS)SEE IRRIG. PLAN LEGENDFOR MODEL NO. PLACE 2"TO 3" BELOW GRATE

PAVING/TREE GRATE/FRAME

IRRIG. LATERAL LINE PIPE(SIZE PER PLAN)

PVC SCH. 80 ELL OR TEE

COMPACTED STRUCTURALGROWING MEDIUM - BYOTHERS

SEE PLANTING DETAIL FORSHRUBS AND TREES TOPSOILPLANTING BACKFILL MIX

TREE ROOT BALL

3" PE COEX RIGIDPERFORATED DRAIN PIPE (10'LONG TYP.) SEE IRRIGATIONPLAN FOR CONFIGURATIONOF THE PERFORATED PIPESW/CAP AT PIPE ENDS. PIPETO BE LEVEL WITHTOLERANCE OF 1/4". PLACEPIPE W/HOLES AT TOP WRAPPIPE WITH DRAIN PIPE SOCKCLAMPED AT TEE'S (IF USED)AND TIED AT ENDS

4

3

2

1

5

6

7

8

NOTES:1. TWO RWS PER TREE TYP.2. PLACE RWS ON OPPOSITECORNERS OF TREE GRATE

IRRIGATION SCHEDULE - 600 WEST R.O.W.

NOT TO SCALEC BACKFLOW PREVENTION ASSEMBLEY

MANUAL DRAIN VALVE SEEDETAIL F/L501

FLOW

FLO

W

FLO

W

REDUCED PRESSURE BACK FLOWPREVENTER. SEE IRRIGATIONLEGENDENCLOSURE

LOCKINGDEVICE

12" M

IN.

2" MIN.

HINGE

10" DIA. ROUNDVALVE BOX

2" PVC SCH 40 PVCSLEEVE

BRASS NIPPLE DIELECTRIC UNION

GALVANIZEDNIPPLE

GALVANIZED 90D ELL

LINE FROMWATER SOURCE

LINE TO SYSTEMSCH. 40

GALVANIZED PIPE

GALVANIZEDPIPE

FLOW

LANDSCAPESURFACING

FINISHGRADE

2" MIN.

COMPACTEDAGGREGATE 4"THICK

SIDE VIEW

STRONGBOXQUICKPAD

WEED BARRIERLAP EDGES

6" MIN.GRAVEL

COMPACTED ORUNDISTURBED SUB-GRADE

BRASS NIPPLE

AutoCAD SHX Text

E

AutoCAD SHX Text

7

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

7

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

4

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

2

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

4"

AutoCAD SHX Text

TYP.

FEFE

UPDN

VAN

VAN

12

34

5

6 7 8 9 10 11 12 13 14 15 16

25 24 23 22 21 20 19 18 17

26 27 28 29 30 31 32 33

EVEV

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

SLOPE : 1/8" MIN

DUMPSTER

(BY OTHERS)

DUMPSTER

(BY OTHERS)

RECYCLING

A B C D E F

1

2

3

1

2

3

A B C D E F

GENE

RATO

R

DW

FE

UP

1A5.12

9'-10

1/2"

3'-11 1/2"

12'-2

"29'-11" 3'-1" 3'-7" 6'-8 1/2"

34'-2"

10'-8 1/2" 8'-1 1/2" 4'-10 1/2" 23'-0 1/2"

27'-11"31'-9"31'-2"33'-0"

161'-11 1/2"

1'-0"

1'-0"

13'-6

"1'-6

1/2"

13'-7

"1'-6

1/2"

28'-1

1/2"

1'-8 1/

2"

33'-0

"

113'-6

"

34'-11"31'-9"34'-2"33'-0" 31'-2"

165'-0"

80'-6

"

113'-6

"

18'-8" 9'-4 1/2" 17'-6" 24'-10" 9'-11" 8'-3" 9'-11" 9'-11" 8'-3" 9'-11" 9'-11" 9'-0 1/2" 6'-6"10

'-0"

26'-0

"8'-

3"8'-

3"9'-

11"9'-

11"8'-

0"9'-

3"5'-

1"18

'-2"

14'-6" 24'-10" 9'-11" 8'-3" 9'-11" 9'-11" 8'-3" 9'-11" 9'-11" 9'-0 1/2" 8'-7 1/2" 4'-2 1/2"

6'-8" 8'-3" 9'-11" 9'-11" 8'-3" 9'-11" 9'-11" 8'-3" 9'-11" 9'-11" 8'-3" 8'-3"

5'-4 1/2"

10'-0

"25

'-6"

14'-6

"14

'-6"

24'-10

"15

'-2"

25'-7

1/2"

17'-6

"

17'-6"

24'-10

"18

'-2"

12

12

1A8.03

1A8.01

5A8.01

11"10

'-0"

2'-3"

10'-0

"

11"

13'-7

1/2"

6"

6"

6"

2"

2'-10 1/2"

2'-10 1/2"

2"

6"

3'-0"

3'-0"

3'-0"

3'-0"

23 23 23 23 23 23 22 22

6'-8 1/2" 5'-6" 6'-8 1/2" 9" 5'-11 1/2" 6'-8 1/2" 21'-6"

11'-3" 6'-0" 16'-4 1/2"2'-7" 6'-0 1/2"

NORTHSTAIR

101

STORAGE103

STORAGE103

STORAGE103

STORAGE103

STORAGE103

STORAGE103

MAINTENANCE104

TRASH108

SOUTHSTAIR

1101TYP

1TYP

3

44

3

5

6

7

8

8

8

9

10TYP

10TYP

10TYP

10TYP

11

12TYP

12TYP

12TYP

12TYP

13

13

13

14

16TYP

16TYP

16TYP

16TYP

17TYP

17TYP

18

18

1819

20

21

28TYP

28TYP

1A2.01

1A2.01

2A2.01

2A2.01

1A2.02

1A2.02

2A2.02

2A2.02

2A3.01

1A3.01

2A3.02

1A3.02

CHARGINGSTATION. SEEELECTRICAL

FF 100'-6"

FF 100'-0"

FF 100'-6"

FF 100'-6"

FF 100'-0"VCH-08 JV MANUFACTURING (CRAM-A-LOT) TRASH

COMPACTOR OR APPROVED EQUAL WITH 8 YARDDUMPSTER

SLOPE CONCRETE SLABTO FLOOR DRAINS FOR

PROPER DRAINAGE

SLOPE CONCRETE SLABTO FLOOR DRAINS FORPROPER DRAINAGE

SLOPE CONCRETE SLABTO FLOOR DRAINS FOR

PROPER DRAINAGE

FF 99'-0"

4'-0"9 1/2"

1'-11" 4'-0"9 1/2"1'-11" 4'-0"

9 1/2"1'-11" 4'-0"

9 1/2"1'-11" 4'-0"

9 1/2"1'-11" 4'-0"

9 1/2"15'-10 1/2" 8'-0" 8'-4" 9'-0" 8'-0" 9'-7"

FIRERISER

111

ALL PARKING STALLS ARE REQUIRED TO BE NUMBERED TO MATCHPLANS. STALLS LOCATED ADJACENT TO WALLS SHOULD HAVE

THE NUMBERS PAINTED 48" A.F.F. (12" TALL). ALL OTHER STALLSTO BE NUMBER IN FRONT OF STALL. VERIFY COLOR WITH OWNER.

ALL PARKING STALLS ARE REQUIRED TO BE NUMBERED TO MATCHPLANS. STALLS LOCATED ADJACENT TO WALLS SHOULD HAVE

THE NUMBERS PAINTED 48" A.F.F. (12" TALL). ALL OTHER STALLSTO BE NUMBER IN FRONT OF STALL. VERIFY COLOR WITH OWNER.

2X STEEL STUDS CLAD IN EXTERIORRATED PLYWOOD. PAINT GRAY TO

MATCH CONCRETE WALLS.CAVITY SHOULD BE FILLED WITH

INSULATION. PROVIDE RATEDRACEWAY ON CEILING FOR SER

CABLES TO BE ROUTED TO CHASE.

2X STEEL STUDS CLAD IN EXTERIOR RATEDPLYWOOD. PAINT GRAY TO MATCH

CONCRETE WALLS. CAVITY SHOULD BEFILLED WITH INSULATION. PROVIDE RATED

RACEWAY ON CEILING FOR SER CABLES TOBE ROUTED TO CHASE.

19'-11

1/2"

8"5'-

0"

33'-0

"

24'-1"

45'-0

"

80'-6

"

1'-7 1/

2"

15

8"6 1/2"

8" 12'-3"

6'-2

"

13'-0 1/2"

1TYP

16

22

6'-0" 4"

9'-2 1/2"

3'-11"

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CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

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4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


Overall Floor Plan Level 1

A 1.01

SCALE :1

A1.01OVERALL FLOOR PLAN

1/8" = 1'-0"( 24" x 36" )

LEVEL 1

NORTH

SCHEDULED DOOR. SEE DOOR SCHEDULE, TYPES AND STYLES ON SHEET A6.01. PROVIDE ANDINSTALL ALL REQUIRED DOOR FLASHING PER MANUFACTURER'S RECOMMENDATIONS.

SCHEDULED WINDOW. SEE WINDOW SCHEDULE, TYPES AND STYLES ON SHEET A6.02. PROVIDEAND INSTALL ALL REQUIRED FLASHING PER MANUFACTURER'S RECOMMENDATIONS.

TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ICC A117 IS TO BE PROVIDED ADJACENT TOEACH DOOR TO AN EGRESS STAIRWAY (IBC SECTION 1011.3)

FLOOR LEVEL IDENTIFICATION SIGNS IN TACTILE CHARACTERS COMPLYING WITH ICC A117.1 SHALLBE LOCATED AT EACH FLOOR LEVEL LANDING ADJACENT TO THE DOOR LEADING TO THECORRIDOR. SEE DETAIL 2/D1.01. IBC 1022.8.1

G.C. TO PROVIDE TACTILE EXIT SIGNS WHICH READ "IN CASE OF FIRE, ELEVATORS ARE OUT OFSERVICE. USE STAIRS" IN COMPLIANCE WITH SECTION 3002.3 OF THE IBC.

SCHINDLER 3300 XL MACHINEROOM-LESS PASSENGER ELEVATOR (3500 & 4000 LB CAPACITYAND 200FPM SPEED) WITH STAINLESS STEEL DOOR AND CAB(8'-0" TALL) INSTALLED BYELEVATOR MANUFACTURER. COORDINATE WITH MANUFACTURER, ELECTRICAL, MECHANICAL ANDHOIST REQUIREMENTS. SEE ELECTRICAL AND MECHANICAL DRAWINGS. ELEVATOR CAR SHALLACCOMMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICALSERVICES (STAR OF LIFE) THE SYMBOL SHALL NOT BE LESS THAN 3-INCHES HIGH AND SHALL BEPLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME. IBC SECTION 3002.4

FOUNDATION WALLS AT ELEVATOR PIT PER STRUCTURAL DRAWINGS. SEE DETAIL 12/D1.02 FORCONTINUOUS WATERPROOFING AT EXTERIOR FACE BELOW GRADE. LOCATE BUCKET IN CORNEROF PIT FOR FUTURE SUMP PUMP.

FIRE EXTINGUISHER CABINET. SEE DETAIL 1/D1.01

VERIFY OPENING SIZE AND DETAILS WITH TRASH CHUTE MANUFACTURER. TRASH CHUTEOPENINGS TO BE PROTECTED WITH 90 MIN FIRE RATED SELF-CLOSING DOORS AND BE FIRESPRINKLED PER IBC 903.2.11.2. TRASH CHUTE TO BE PROVIDED WITH SANITIZING SYSTEM

6" CONCRETE FILLED STEEL PIPE BOLLARDS MIN 3'-0" HIGH AND 3'-0" DEEP IN CONCRETE FOOTING.(SURFACE MOUNTED WHEN IN PT DECK)

HIGH SPEED ALBANY GARAGE DOOR. PROVIDE 5 GARAGE DOOR OPENERS. GARAGE DOOR TOBE OPENED BY BAI (BARCODE AUTOMATION INC.) DUAL BEAM DECAL SCANNER. BA-440 ORAPPROVED EQUAL. PROVIDE MIN 150 TOTAL STICKERS THAT ARE BLACK ON BLACK. EXITINGGARAGE TO BE CONTROLLED BY MOTION SENSOR.

CONCRETE COLUMNS TO HAVE SMOOTH ARCHITECTURAL FINISH WITH CHAMFERED CORNERS.

A VERTICAL CLEARANCE OF 126" AT HATCHED AREA AROUND LOADING BERTH (INDICATED WITHGRAY SHADING)

PROVIDE SIGNAGE PER IBC 111.1 AND SECTION 502.7 OF ICC A117.1-09 FOR ACCESSIBLE PARKING AMINIMUM OF 60" ABOVE THE SURFACE OF PARKING. VAN ACCESSIBLE PARKING SHALL BEMARKED AS "VAN ACCESSIBLE". SEE DETAIL 8/D1.01

CONDENSING UNIT ON WALL MOUNTED HANGAR.

CONCRETE FOUNDATION WALL WITH SMOOTH ARCHITECTURAL FINISH ABOVE GRADE. SEESTRUCTURAL DRAWINGS. REVEAL PER DETAIL 10/D1.02

STEEL STUD FRAMING WITH DENSGLASS SHEATHING AT ALL LEVEL 1 LOCATIONS. SEESTRUCTURAL FOR GAUGE AND SPACING.

SEE CIVIL AND LANDSCAPE DRAWINGS FOR CONTINUATION OF SIDEWALK. MAXIMUM 2% SLOPEAT EXTERIOR DOOR LANDINGS IN THE DIRECTION OF TRAVEL.

ELECTRICAL METER LOCATION. COORDINATE WITH ELECTRICAL DRAWINGS.

GAS METER LOCATION. COORDINATE WITH PLUMBING DRAWINGS.

VERIFY MAIL ROOM REQUIREMENTS WITH US POST OFFICE FOR EXACT CONFIGURATION ANDNUMBER OF BOXES. SEE DETAIL 11/D1.02.

COURTYARD FINISHED PER LANDSCAPE DRAWINGS

PT DECK TO STEP IN COURTYARD. SEE DETAILS 6-8/D1.07 AND STRUCTURAL DRAWINGS.

PAINTED GYP BOARD WALL FINISH. PAINT COLOR AND BRAND TO BE OWNER SELECTED. SEEOWNER'S SPEC AND INTERIOR DESIGN DRAWINGS.

EXTERIOR 2 HOUR RATED ASSEMBLY. SEE STRUCTURAL DRAWINGS. SEE DETAIL 2/F1.01

TENANT DEMISING WALLS. SEE SHEETS F1.03-F1.09. SEE DETAIL 5-6/F1.01

PRE-MANUFACTURED POWDER COATED STEEL DECK GUARDRAIL (42" HIGH) PER CODE (TYP.) SEEDETAIL 3/D1.04

ALL WALLS SEPARATING CONDITIONED FROM UNCONDITIONED SPACE PROVIDE 1/2" AIR GAPBETWEEN FRAMING AND CONCRETE. INSULATE & MAINTAIN GAP; PROVIDE VAPOR BARRIER ONINTERIOR SIDE.

GACO FLUID APPLIED DECK MEMBRANE AT UNIT BALCONIES, PATIOS OVER PT DECK ANDCOURTYARD OVER PT DECK. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE DETAILS1-2/D1.04.

UNIT BALCONIES AND PATIOS OVER PT DECK SLOPED MIN 1/4" PER FOOT FOR DRAINAGE. SEEPLUMBING DRAWINGS FOR LOCATIONS AND PIPING OF UNIT BALCONY DRAINS.

CRICKETS AS NECESSARY FOR PROPER ROOF DRAINAGE.

CLASS B SINGLE PLY ENERGY STAR COMPLIANT TPO ROOF MEMBRANE (60 MIL WITH 20 YEARWARRANTY) OVER SCHEDULED SHEATHING AND BOX TRUSSES. SLOPE TOWARDS ROOF DRAINS.SEE STRUCTURAL AND PLUMBING DRAWINGS AND DETAIL 1/F1.02. SEE DETAILS 3-4/D1.08 FOR PIPEPENETRATIONS

ROOF DRAINS. PRIMARY ROOF DRAIN SHALL CONNECT TO STORM SEWER. SECONDARY DRAINSHALL DAYLIGHT OUT THROUGH BUILDING WALL AT MAIN FLOOR LEVEL WITH STANDARD BRASSFITTING. SEE PLUMBING DRAWINGS. SEE DETAILS 1-2/D1.08

CONDENSING UNIT ON RUBBER PAD ON WOOD FRAMED PLATFORM. SLOPE PLATFORM FORDRAINAGE ONTO ROOF. SEE MECHANICAL AND PLUMBING DRAWINGS. SEE STRUCTURALDRAWINGS FOR FRAMING DETAIL.

RUBBER ROOFTOP TRAFFIC-PAD SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

ROOF PARAPET. SEE PARAPET ROOF DETAILS 9-11/D1.07. SEE STRUCTURAL DRAWINGS FORASSOCIATED LATERAL BRACING AND DETAILS (TYP.)

VERIFY HEIGHT OF ELEVATOR SHAFT OVERRUN WITH ELEVATOR MANUFACTURER

SLOPE ELEVATOR AND STAIR TOWER ROOFS TO DRAIN TO GUTTER AND DOWNSPOUT ONTOSPLASH BLOCK AT LOWER ROOF

MECHANICAL SHAFT ROOF PENETRATION. SEE DETAIL 3/D1.08

MECHANICAL SHAFT ROOF OVERBUILD

6'-0" TALL DECORATIVE FENCE SEE DETAIL 9/D1.02

OVERALL FLOOR PLAN KEYED NOTES:1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

GENERAL NOTES:· ALL BATHROOMS SHALL BE ADAPTABLE. GENERAL CONTRACTOR SHALL VERIFY THAT ALL FIXTURE LOCATIONS, SOLID BLOCKING AND CLEAR FLOOR

SPACES SHALL MEET THE MINIMUM REQUIREMENTS OF THE 2015 IBC, ANSI 117.1-03 AND THE REQUIREMENTS OF "SPECIFICATION A" BATHROOM OF THE FAIRHOUSING ACT DESIGN MANUAL.

· ALL ENTRANCES TO UNITS SHALL BE ON AN ACCESSIBLE ROUTE AND PROVIDE DISABLED ACCESS TO THE UNITS. FLOOR LEVEL OUTSIDE DOORWAYSSHALL BE NO MORE THAN 1/2" BELOW INSIDE FLOOR LEVEL AND SHALL NOT SLOPE MORE THAN 1/8" PER FOOT.

· ALL ENTRY DOORS SHALL BE 36" WIDE, HAVE LEVER TYPE LATCHES AND HAVE THRESHOLDS NO HIGHER THAN 1/2" WHICH ARE BEVELED WITH A SLOPENO GREATER THAN 1/2". SEE DETAIL 3/D1.01

· CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36" MINIMUM, EXCEPT AT DOORS. CLEAR WIDTH OF THE ACCESSIBLE ROUTE WITH TURNS AROUND ANOBSTRUCTION LESS THAN 48" WIDE SHALL HAVE A CLEAR SPACE OF 42" x 48".

· ELECTRICAL SWITCHES, OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE NO OPERABLE PARTS WHICH ARE HIGHER THAN48" NOR LESS THAN 15" A.F.F.

· ALL UNITS ARE TO BE PROVIDED WITH SOLID BLOCKING BETWEEN STUDS IN THE BATHROOM WALLS BEHIND THE TOILET AND AROUND THE TUB ANDBETWEEN THE WALL & THE BACK SURFACE OF THE TUB/SHOWER SPLASH FOR THE POSSIBLE FUTURE INSTALLATION OF GRAB BARS. (POSSIBLE FUTUREGRAB BAR AT THE SIDE OF THE TOILET WOULD BE EITHER A WALL-TO-FLOOR TYPE OR FOLD-DOWN TYPE.) SEE ENLARGED BATHROOM PLANS.

· A CLEAR FLOOR SPACE AT LEAST 30" x 48" THAT ALLOWS EITHER A FORWARD OR A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR SHALL BEPROVIDED AT ALL APPLIANCES IN THE KITCHEN, INCLUDING THE RANGE/COOKTOP, OVEN, REFRIGERATOR, DISHWASHER AND OR COMPACTOR. THELOCATION OF CONTROLS FOR RANGE/COOKTOPS SHALL NOT REQUIRE REACHING ACROSS BURNERS.

· THE FINISHED FLOOR IS TO CONTINUE AND THE CABINETRY AND WALL SURFACES FINISHED UNDER CABINETS WITH REMOVABLE DOORS FOR HANDICAPFORWARD APPROACH.

· PROVIDE SOLID 2X FIRE BLOCKING AT ALL CEILING AND FLOOR LEVELS, TOPS AND BOTTOMS OF STAIRWAYS, AND AT DROPPED CEILING LOCATIONS.

A B C D E F

1

2

3

1

2

3

A B C D E F

6'-11

"

8'-8"

33'-10

"

13'-8"

8"

8'-6

1/2"

8" 28'-7" 3'-9" 6'-2 1/2"16'-6"5'-2"4'-10 1/2"3'-2"

8"

2'-11"

5'-7

1/2"

14'-6

1/2"

1'-6"

3'-7 1/2" 6'-9 1/2" 17'-6"

2A3.01

1A3.01

2A3.02

1A3.02

20'-10

"13

'-3 1/

2"31

'-6"

13'-3

"1'-3

1/2"

31'-8

1/2"

33'-0

"80

'-6"

113'-6

"

11'-1" 13'-3 1/2" 8'-3 1/2"

33'-0" 31'-2" 34'-2" 31'-9" 27'-11" 4"

158'-4"

30'-10 1/2"3 1/2" 3 1/2"

11'-5" 7" 21'-10 1/2" 5 1/2"7"

11'-5" 7" 46'-7 1/2"

13'-1"

7"12

'-1 1/2

"7"

6'-7

1/2"

25'-7

"7"

12'-1

1/2"

7"32

'-5"

8'-6

1/2"

8"

80'-6

"33

'-0"

113'-6

"

1'-9" 3'-1"

1'-9" 2'-9"

4'-0"

1'-9"

3'-1"

1'-9"

3'-1" 3'-

11"3"

8"

3'-4"

10" 8"

3'-4"

10"

8"3'-

11" 3"

8"

1'-8" 3'-1" 1'-9"

1'-8" 3'-1" 1'-9"

4'-9" 1'-9"

1'-8" 3'-1" 1'-9"

10 1/2"

11'-8"

7"11'-

3 1/2

"8

1/2"

12'-11

"7"

12'-3

"8

1/2"

12'-11

"7"

11'-7

1/2"

3'-9 1/2"

1'-1 1/2"

10'-7

1/2"

27'-9

"10

'-9"

26'-5

1/2"

3'-9 1/2"

3'-0" 1'-2"

3'-0"4"10"

3'-0"4"10"

3'-0"4"10"

3'-0"4"10"

3'-0"4"10"

5'-3"

5'-3"

6D1.07

6D1.07

6D1.07

6D1.07

6D1.07

7D1.07

7D1.07

7D1.07

7D1.07

7D1.07

6D1.07

6D1.07

8D1.07

1'-7"

4"

R8'-3"

4"

1

11 1

1

1

1

1

1

1

1

2

2

5'-1 1/2"

3'-3

1/2"

3'-3

1/2"

3'-3

1/2"

29'-5 1/2" 69'-4" 66'-1"

164'-10 1/2"

1'-4 1/2"

1'-3"

5'-5

1/2"

3'-10

"

Sheet Number

Sheet Title

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T57

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200

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CITY

, UT

Date

REVISIONSDATE#

1

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5

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8

9

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11

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CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

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4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


A 1.02

Overall PT Deck PlanBetween Levels 1 & 2

SCALE :1

A1.02OVERALL PT DECK PLAN

1/8" = 1'-0"( 24" x 36" )

BETWEEN LEVELS 1 & 2

NORTH

SLAB PLAN BETWEEN LEVELS 1 & 2 LEGEND

LEVEL 2 WOOD FRAMING. SEESHEET A1.03

OPENING IN PT TO ALLOW FORELEVATORS, STAIRS, TRASH CHUTEAND SER CHASE.

PT PERIMETER

BRICK EDGE

STAINED CONCRETE PER KEYEDNOTE 4

ELEV. 112'-0" ELEVATION OF A GIVEN POINT TOSHOW EXTENT OF SLOPE

PATIO DECKS SLOPE TO DRAIN.

BRICK CONTINUES TO GROUND LEVEL.

MOVEABLE PLANTER. SEE LANDSCAPE PLANS.

SHADED AREA REPRESENTS STAINED CONCRETE. SEE LANDSCAPE PLANS.

SLAB PLAN BETWEEN LEVELS 1 & 2 KEYED NOTES:1

2

3

4

SLAB PLAN BETWEEN LEVELS 1 & 2 GENERAL NOTES:· SEE SHEET A1.03 FOR ALL WINDOW AND DOOR OPENINGS

· ALL DIMENSIONS AROUND THE PT DECK ARE TO THE EDGE OF THE PT DECK OR TO A GRID LINE

FE

FE

FE

W/D

STACKABLE

FRIDGE DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

PANTRYFRIDGE

W/D

STACKABLE

DW

W/DSTACKABLE

FRIDGE

DW

W/DSTACKABLE

FRIDGE

DW

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

FDSEAT

PANTRY

W/D

STAC

KABL

E

FRID

GE

DW

FD

SEAT

W/DSTACKABLE

FRIDGEDW

FD

SEAT

PANTRYW

/DST

ACKA

BLE

FRID

GE

DW

FD

SEAT

PANT

RY

FRIDGEW

/DSTACKABLE

DW

FD

SEAT

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

W/D

STAC

KABL

E

FRIDGE

DW DN UP

DN UP

W/D

STACKABLE

FRIDGE DW

PANTRY

A B C D E F

1

2

3

1

2

3

A B C D E F

29'-5 1/2" 3'-1" 3'-2" 28'-0" 28'-1 1/2" 3'-2" 4'-10 1/2" 23'-0 1/2"

3'-10 1/2"27'-11"31'-9"34'-2"31'-2"33'-0"

161'-10 1/2"

21'-1"

1'-6"

12'-9

1/2"

1'-6"

9'-8

1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8"

2'-2"

45'-5

1/2"

113'-6

"

CL

6" 9'-8" 1'-6" 12'-9 1/2" 1'-6" 7'-0 1/2"1/2"

12'-0 1/2" 11'-5" 8 1/2" 12'-1" 6" 17'-7 1/2" 10" 3'-2" 24'-9"6"

2'-0"1'-2"

27'-11"18'-5 1/2"13'-3 1/2"10'-8 1/2"23'-5 1/2"6 1/2"17'-8"12'-11 1/2"33'-0"

158'-0"CL CL CL

9'-10

1/2"

9'-8

1/2"

1'-6"

11'-11"

1'-6"

29'-11

1/2"

18'-3

1/2"

24'-9

"4'-

9"

70'-7

1/2"

113'-6

"

3'-11 1/2"

4'-9"

2'-9"

2'-9"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

6"1'-5"

3'-7"

3'-0"

3'-0"

3'-7"

3'-10

"

4'-9"

5'-2

1/2"

5'-2

1/2"

4'-9"

2"

4'-0"

5'-1 1/

2"5'-

1 1/2"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

5'-1"

1'-1 1/

2"11'-

9"11'-

5"6"

13'-7

"12

'-4 1/

2"6"

13'-7

"11'-

10 1/

2"

25'-11

1/2"

26'-5

1/2"

24'-3

1/2"

80'-0

"

CL

1'-1 1/

2"10

'-11 1/

2"26

'-7"

6"11'-

5"26

'-1 1/2

"

38'-0

1/2"

38'-8

"

80'-0

"

8'-0

1/2"

4'-10

"11'-

5"9'-

3"4'-

10"

12'-4

1/2"

9'-3"

4'-10

"12

'-4"

6'-6

"

9'-10

1/2"

20'-4

1/2"

4'-10

"15

'-5 1/

2"4'-

6"5'-

5 1/2

"5'-

5 1/2

"5'-

7 1/2

"5'-

7 1/2

"6'

-6"

2'-10"

6'-6

"

9'-8" 9'-6" 10'-4" 6'-4" 28'-0" 9'-8" 9'-8" 28'-7" 6'-4"

20'-5 1/2" 4'-10" 15'-5 1/2" 4'-11" 2'-11 1/2" 4'-8 1/2" 9'-11 1/2" 7'-9" 4'-10" 11'-5" 11'-5" 4'-10" 7'-9" 3'-0" 4'-8 1/2" 9'-11" 4'-0"

4'-3"

5'-7

1/2"

11'-11"

4'-10

"12

'-0 1/

2"21

'-8"

4'-10

"12

'-0"

6'-6

"

6'-3

"9'-

1 1/2"

15'-5

1/2"

4'-10

"20

'-3 1/

2"4'-

11"15

'-5 1/

2"4'-

10"

19'-9

1/2"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

5'-3"

5'-3"

5'-3"

5'-3"

1

1

1

1

1

1

15

18

21

A

P

A

C E E C

D

2A8.03

2A8.01

6A8.017'-3"6'-4"

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

CL

2024A

BASEA5.10

2011B

OPTION 1A5.04

2031C

BASEA5.05

2041A

BASEA5.03

2053A

OPTION 1A5.08.1

206SA

BASEA5.01

2071B

BASEA5.04

2081B

BASEA5.04

209SB

BASEA5.02

2103B

BASEA5.09

2124B

BASEA5.11

2112A

BASEA5.06

2132B

OPTION 1A5.07

4"

NORTHSTAIR201

CORRIDOR202

CORRIDOR202

CORRIDOR202

CORRIDOR202

STORAGE203

STORAGE203

STORAGE203

ELECTRICAL204

MECHANICAL205

ELEVATOR206

ELEVATORLOBBY

207

TRASH208

SOUTHSTAIR210

MECHANICAL205

STORAGE203

1TYP

1TYP

2TYP

2TYP

2TYP

3

4

43

5

6

8

8

8

9

22

23TYP

23TYP

23TYP

23TYP

24TYP

24TYP

24TYP

24TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

26TYP

26TYP

26TYP

26TYP

26TYP27

TYP

27TYP

27TYP

27TYP

27TYP

27TYP

27TYP

22

22

29TYP

29TYP

29TYP

29TYP

29TYP

30TYP

30TYP

30TYP

30TYP

30TYP

30TYP

1A2.01

1A2.01

2A2.01

2A2.01

2A2.01

1A2.02

1A2.02

2A2.02

2A2.02

1A2.03

1A2.03

2A2.03

2A2.03

2A3.01

1A3.01

2A3.02

1A3.02

9'-5"

CL

11"

33'-0

"

3'-2"

CLCL

CL

CL CLCL

5'-4

1/2"

10"

56'-0

"9'-

10 1/

2"

5 1/2"5 1/2"

3'-3

1/2"

3'-3

1/2"

20

41

6'-0"

Sheet Number

Sheet Title

TH

ES

E P

LA

NS

AR

E IN

STR

UM

EN

TS

OF P

RO

FE

SS

ION

AL S

ER

VIC

E, A

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E IN

TE

LLE

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AL P

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OF A

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IQU

E, IN

C.

CENT

RAL

WES

T57

9 W

EST

200

SOUT

HSA

LT L

AKE

CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


A 1.03


SCALE :1


1/8" = 1'-0"( 24" x 36" )

LEVEL 2

NORTH











































2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41











FE

FE

FE

W/D

STACKABLE

FRIDGE DW

PANTRY

W/D

STAC

KABL

E

FRID

GE

DW

PANT

RY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

PANTRYFRIDGE

W/D

STACKABLE

DW

PANTRYFRIDGE

W/D

STACKABLE

DW

W/DSTACKABLE

FRIDGE

DW

W/DSTACKABLE

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

FDSEAT

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

W/D

STAC

KABL

E

FRIDGE

DW DN UP

DN UP

W/D

STACKABLE

FRIDGE DW

PANTRY

A B C D E F

1

2

3

1

2

3

A B C D E F

W/DSTACKABLE

FRIDGEDW

FD

SEAT

PANTRY

29'-11" 3'-1" 3'-2" 28'-0" 28'-7" 3'-2" 4'-10 1/2" 23'-0 1/2"

3'-11 1/2"31'-10 1/2"31'-9"34'-2"31'-2"33'-0"

161'-11 1/2"

9'-10

1/2"

21'-1"

1'-6"

12'-9

1/2"

1'-6"

9'-8

1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8"

2'-2"

45'-5

1/2"

56'-0

"

113'-6

"

6" 9'-8" 1'-6" 12'-9 1/2" 1'-6" 7'-0 1/2"1/2"

12'-0 1/2" 11'-5" 8 1/2" 12'-1" 6" 17'-7 1/2" 10" 3'-2" 24'-9"6"

2'-0"1'-2"

27'-11"18'-5 1/2"13'-3 1/2"10'-8 1/2"23'-5 1/2"6 1/2"17'-8"12'-11 1/2"33'-0"

158'-0"CL CL

9'-8

1/2"

1'-6"

12'-9

1/2"

1'-6"

29'-11

1/2"

15'-1

1/2"

3'-2"

24'-9

"4'-

9"

9'-10

1/2"

113'-6

"

3'-11 1/2"

4'-9"

2'-9"

2'-9"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

6"1'-5"

3'-7"

3'-0"

3'-0"

3'-7"

3'-10

"

4'-9"

5'-2

1/2"

5'-2

1/2"

4'-9"

2"

4'-0"

5'-1 1/

2"5'-

1 1/2"

10"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

5'-1"

4"12

'-6 1/

2"11'-

5"6"

13'-7

"12

'-4 1/

2"6"

13'-7

"11'-

10 1/

2"

25'-11

1/2"

26'-5

1/2"

24'-3

1/2"

76'-8

1/2"

CL

2 1/2

"11'-

10 1/

2"26

'-7 1/

2"6"

11'-5"

26'-1

1/2"

38'-0

1/2"

38'-8

"

76'-8

1/2"

8'-0

1/2"

4'-10

"11'-

5"9'-

3"4'-

10"

12'-4

1/2"

9'-3"

4'-10

"12

'-4"

6'-6

"

9'-10

1/2"

20'-4

1/2"

4'-10

"15

'-5 1/

2"4'-

6"5'-

5 1/2

"5'-

5 1/2

"5'-

7 1/2

"5'-

7 1/2

"6'

-6"

2'-10"

6'-6

"

9'-8" 9'-6 1/2" 10'-3 1/2" 6'-4" 28'-0" 7'-5" 7'-5" 28'-7" 6'-4"

20'-5 1/2" 4'-10" 15'-5 1/2" 4'-11" 2'-11 1/2" 4'-8 1/2" 9'-11 1/2" 7'-9" 4'-10" 11'-5" 11'-5" 4'-10" 7'-9" 3'-0" 4'-8 1/2" 9'-11" 4'-0"CL

4'-3"

5'-7

1/2"

11'-11"

4'-10

"12

'-0 1/

2"21

'-8"

4'-10

"12

'-0"

6'-6

"

6'-3

"9'-

1 1/2"

15'-5

1/2"

4'-10

"20

'-3 1/

2"4'-

11"15

'-5 1/

2"4'-

10"

19'-9

1/2"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

5'-3"

5'-3"

5'-3"

5'-3"

1

1

1

1

1

21

15

1

A

P

A

FE E

D

2A8.03

2A8.01

6A8.017'-3"6'-4"

2'-9 1/2"6'-10 1/2"9'-8"

3024B

BASEA5.11

3011B

OPTION 1A5.04

3031C

BASEA5.05

3041A

BASEA5.03

3053A

OPTION 1A5.08.1

306SB

BASEA5.02

3071B

BASEA5.04

3081B

BASEA5.04

309SB

BASEA5.02

3103B

BASEA5.09

3124B

BASEA5.11

3132B

OPTION 1A5.07

3112B

BASEA5.07

4"

NORTHSTAIR301

CORRIDOR302

CORRIDOR302

CORRIDOR302

CORRIDOR302

STORAGE303

STORAGE303

STORAGE303

ELECTRICAL304

MECHANICAL305ELEVATOR

306

ELEVATORLOBBY

307

TRASH308

SOUTHSTAIR310

MECHANICAL305

STORAGE303

1TYP

1TYP

2TYP

2TYP

2TYP

3

4

43

5

6

8

8

8

9

24TYP

24TYP

24TYP

24TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

26TYP

26TYP

26TYP

26TYP

26TYP27

TYP

27TYP

27TYP

27TYP

27TYP

27TYP

1A2.01

1A2.01

2A2.01

2A2.01

2A2.01

1A2.02

1A2.02

2A2.02

2A2.02

1A2.03

1A2.03

2A2.03

2A2.03

2A3.01

1A3.01

2A3.02

1A3.02

9'-5"

CL CL

CL

CL CL

CL

CLCL

CL

5'-4

1/2"

14'-7

1/2"

70'-7

1/2"

33'-0

"

25 25

6'-0"

Sheet Number

Sheet Title

TH

ES

E P

LA

NS

AR

E IN

STR

UM

EN

TS

OF P

RO

FE

SS

ION

AL S

ER

VIC

E, A

RE

TH

E IN

TE

LLE

CTU

AL P

RO

PE

RTY

OF A

RC

HIT

EC

TU

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BE

LG

IQU

E, IN

C.,

AN

D A

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PR

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D B

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OM

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IQU

E, IN

C.

CENT

RAL

WES

T57

9 W

EST

200

SOUT

HSA

LT L

AKE

CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


A 1.04


SCALE :1


1/8" = 1'-0"( 24" x 36" )

LEVEL 3

NORTH











































2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41











FE

FE

FE

W/D

STACKABLE

FRIDGE DW

PANTRY

W/D

STAC

KABL

E

FRID

GE

DW

PANT

RY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRYFRIDGE

W/D

STACKABLE

DW

PANTRYFRIDGE

W/D

STACKABLE

DW

W/DSTACKABLE

FRIDGE

DW

W/DSTACKABLE

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

FDSEAT

DN UP

W/D

STACKABLE

FRIDGE DW

PANTRY

A B C D E F

1

2

3

1

2

3

A B C D E F

W/DSTACKABLE

FRIDGEDW

PANTRY

DN UP

29'-11" 3'-1" 3'-2" 28'-0" 28'-7" 3'-2" 4'-10 1/2" 23'-0 1/2"

4'-10 1/2"32'-9 1/2"31'-9"34'-2"31'-2"33'-0"

162'-10 1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8

1/2"

5'-4

1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8"

2'-2"

45'-5

1/2"

56'-0

"

113'-6

"

CL

6" 9'-8" 1'-6" 12'-9 1/2" 1'-6" 7'-0 1/2"1/2"

12'-0 1/2" 11'-5" 8 1/2" 12'-1" 6" 24'-9"6"

27'-11"18'-5 1/2"13'-3 1/2"10'-8 1/2"23'-5 1/2"6 1/2"17'-8"12'-11 1/2"33'-0"

158'-0"CL CL CL

9'-10

1/2"

9'-8

1/2"

1'-6"

12'-9

1/2"

1'-6"

29'-11

1/2"

15'-1

1/2"

3'-2"

24'-9

"4'-

9"

33'-0

"70

'-7 1/

2"

113'-6

"

4" 2 1/2"

4'-10 1/2"

4'-9"

2'-9"

2'-9"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

6"1'-5"

3'-7"

3'-0"

3'-0"

3'-7"

3'-10

"

4'-9"

2'-9"

2'-9"4'-

9"

2"

4'-0"

5'-1 1/

2"5'-

1 1/2"

10"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

5'-1"

4"12

'-6 1/

2"11'-

5"6"

13'-7

"12

'-4 1/

2"6"

13'-7

"11'-

10 1/

2"

25'-11

1/2"

26'-5

1/2"

24'-3

1/2"

76'-8

1/2"

CL

2 1/2

"11'-

10 1/

2"26

'-7"

6"11'-

5"26

'-1 1/2

"

38'-0

1/2"

38'-8

"

76'-8

1/2"

7'-8

1/2"

4'-10

"11'-

5"9'-

3"4'-

10"

12'-4

1/2"

9'-3"

4'-10

"12

'-4"

6'-6

"

9'-6

1/2"

20'-4

1/2"

4'-10

"15

'-5 1/

2"4'-

6"5'-

5 1/2

"5'-

5 1/2

"5'-

7 1/2

"5'-

7 1/2

"6'

-6"

CL

CL

2'-10"

6'-6

"

9'-8" 9'-6 1/2" 10'-3 1/2" 6'-4" 28'-0" 7'-5" 7'-5" 28'-7" 6'-4"

20'-5 1/2" 4'-10" 15'-5 1/2" 4'-11" 2'-11 1/2" 4'-8 1/2" 9'-11 1/2" 7'-9" 4'-10" 11'-5" 11'-5" 4'-10" 7'-9" 3'-0" 4'-8 1/2" 9'-11" 4'-0"CL

4'-0 1/2"

5'-7

1/2"

11'-11"

4'-10

"12

'-0 1/

2"21

'-8"

4'-10

"12

'-0"

6'-6

"

6'-3

"9'-

1 1/2"

15'-5

1/2"

4'-10

"20

'-3 1/

2"4'-

11"15

'-5 1/

2"4'-

10"

19'-9

1/2"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

5'-3"

5'-3"

5'-3"

5'-3"

1

1

1

1

1

1

15

1

21

D

EFE

A

P

A

2A8.03

3A8.01

7A8.01

7'-3"6'-4" 17'-6"

9'-10

1/2"

2'-9 1/2"6'-10 1/2"9'-8"

4024B

BASEA5.11

4011B

BASEA5.04

4031C

BASEA5.05

4041A

BASEA5.03

4053B

BASEA5.09.1

406SB

BASEA5.02

4071B

BASEA5.04

4081B

BASEA5.04

409SB

BASEA5.02

4103B

BASEA5.09

4123B

BASEA5.09

4132B

BASEA5.07

4112B

BASEA5.07

4"

NORTHSTAIR401

CORRIDOR402

CORRIDOR402

CORRIDOR402

CORRIDOR402

STORAGE403

STORAGE403

STORAGE403

ELECTRICAL404

MECHANICAL405

ELEVATOR406

ELEVATORLOBBY

407

TRASH408

SOUTHSTAIR410

MECHANICAL405

STORAGE403

1TYP

1TYP

2TYP

2TYP

2TYP

3

4

43

5

6

8

8

8

9

24TYP

24TYP

24TYP

24TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

26TYP

26TYP

26TYP

26TYP

26TYP27

TYP

27TYP

27TYP

27TYP

27TYP

27TYP

1A2.01

1A2.01

2A2.01

2A2.01

2A2.01

1A2.02

1A2.02

2A2.02

2A2.02

1A2.03

1A2.03

2A2.03

2A2.03

2A3.01

1A3.01

1A3.02

CL CL

CL CL

CL

30'-6

"14

'-7 1/

2"

10" 3'-2"

2'-0"1'-2"

17'-7 1/2"

CL

Sheet Number

Sheet Title

TH

ES

E P

LA

NS

AR

E IN

STR

UM

EN

TS

OF P

RO

FE

SS

ION

AL S

ER

VIC

E, A

RE

TH

E IN

TE

LLE

CTU

AL P

RO

PE

RTY

OF A

RC

HIT

EC

TU

RE

BE

LG

IQU

E, IN

C.,

AN

D A

RE

PR

OTE

CTE

D B

Y C

OM

MO

N L

AW

, S

TA

TU

TO

RY

AN

D O

TH

ER

RE

SE

RV

ED

RIG

HTS

INC

LU

DIN

G, B

UT N

OT L

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ED

TO

, C

OP

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IGH

T. T

HE

Y M

AY

NO

T B

E R

EP

RO

DU

CE

D O

R U

SE

D F

OR

AN

Y P

UR

PO

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WIT

HO

UT T

HE

WR

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N C

ON

SE

NT O

F A

RC

HIT

EC

TU

RE

BE

LG

IQU

E, IN

C.

CENT

RAL

WES

T57

9 W

EST

200

SOUT

HSA

LT L

AKE

CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


A 1.05


SCALE :1


1/8" = 1'-0"( 24" x 36" )

LEVEL 4

NORTH











































2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41











FE

FE

FE

W/D

STACKABLE

FRIDGE DW

PANTRY

W/D

STACKABLE

FRIDGE DW

PANTRY

W/D

STAC

KABL

E

FRID

GE

DW

PANT

RY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRYFRIDGE

W/D

STACKABLE

DW

PANTRYFRIDGE

W/D

STACKABLE

DW

W/DSTACKABLE

FRIDGE

DW

W/DSTACKABLE

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

FDSEAT

DN UP

A B C D E F

1

2

3

1

2

3

A B C D E F

W/DSTACKABLE

FRIDGEDW

PANTRY

DN UP

29'-11" 3'-1" 3'-2" 28'-0" 28'-7" 3'-2" 4'-10 1/2" 23'-0 1/2"

3'-11 1/2"31'-10 1/2"31'-9"34'-2"31'-2"33'-0"

161'-11 1/2"

9'-10

1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8

1/2"

5'-4

1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8"

2'-2"

45'-5

1/2"

56'-0

"

113'-6

"

CL

6" 9'-8" 1'-6" 12'-9 1/2" 1'-6" 7'-0 1/2"1/2"

12'-0 1/2" 11'-5" 8 1/2" 12'-1" 6" 17'-7 1/2" 10" 3'-2" 24'-9"6"

2'-0"1'-2"

27'-11"18'-5 1/2"13'-3 1/2"10'-8 1/2"23'-5 1/2"6 1/2"17'-8"12'-11 1/2"33'-0"

158'-0"CL CL CL CL

9'-10

1/2"

9'-8

1/2"

1'-6"

12'-9

1/2"

1'-6"

29'-11

1/2"

15'-1

1/2"

3'-2"

24'-9

"4'-

9"

33'-0

"70

'-7 1/

2"

113'-6

"

4" 2 1/2"

3'-11 1/2"

4'-9"

2'-9"

2'-9"

4'-9"

4'-9"

2'-9"

2'-9"

4'-10"

6"1'-5"

3'-7"

3'-0"

3'-0"

3'-7"

3'-10

"

4'-9"

2'-9"

2'-9"4'-

9"

2"

4'-0"

5'-1 1/

2"5'-

1 1/2"

10"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

5'-1"

4"12

'-6 1/

2"11'-

5"6"

13'-7

"12

'-4 1/

2"6"

13'-7

"11'-

10 1/

2"

25'-11

1/2"

26'-5

1/2"

24'-3

1/2"

76'-8

1/2"

2 1/2

"11'-

10 1/

2"26

'-7"

6"11'-

5"26

'-1 1/2

"

38'-0

1/2"

38'-8

"

76'-8

1/2"

7'-8

1/2"

4'-10

"11'-

5"9'-

3"4'-

10"

12'-4

1/2"

9'-3"

4'-10

"12

'-4"

6'-6

"

9'-6

1/2"

20'-4

1/2"

4'-10

"15

'-5 1/

2"4'-

6"5'-

5 1/2

"5'-

5 1/2

"5'-

7 1/2

"5'-

7 1/2

"6'

-6"

2'-10"

6'-6

"

9'-8" 9'-6 1/2" 10'-3 1/2" 6'-4" 28'-0" 7'-5" 7'-5" 28'-7" 6'-4"

20'-5 1/2" 4'-10" 15'-5 1/2" 4'-11" 2'-11 1/2" 4'-8 1/2" 9'-11 1/2" 7'-9" 4'-10" 11'-5" 11'-5" 4'-10" 7'-9" 3'-0" 4'-8 1/2" 9'-11" 4'-0"CL

CL

4'-0 1/2"

5'-7

1/2"

11'-11"

4'-10

"12

'-0 1/

2"21

'-8"

4'-10

"12

'-0"

6'-6

"

6'-3

"9'-

1 1/2"

15'-5

1/2"

4'-10

"20

'-3 1/

2"4'-

11"15

'-5 1/

2"4'-

10"

19'-9

1/2"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

5'-3"

5'-3"

5'-3"

5'-3"

1

1

1

1

1

1

15

1

21

D

EFE

A

P

A

2A8.03

3A8.01

7A8.01

7'-3"6'-4" 17'-6"

2'-9 1/2"6'-10 1/2"9'-8"

5024B

BASEA5.11

5011B

BASEA5.04

5031C

BASEA5.05

5041A

BASEA5.03

5053B

BASEA5.09.1

506SB

BASEA5.02

5071B

BASEA5.04

5081B

BASEA5.04

509SB

BASEA5.02

5103B

BASEA5.09

5123B

BASEA5.09

5132B

BASEA5.07

5112B

BASEA5.07

4"

NORTHSTAIR501

CORRIDOR502

CORRIDOR502

CORRIDOR502

CORRIDOR502

STORAGE503

STORAGE503

STORAGE503

ELECTRICAL504

MECHANICAL505

ELEVATOR506

ELEVATORLOBBY

507

TRASH508

SOUTHSTAIR510

MECHANICAL505

STORAGE503

STORAGE503

1TYP

1TYP

2TYP

2TYP

2TYP

3

4

43

5

6

8

8

8

9

24TYP

24TYP

24TYP

24TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

26TYP

26TYP

26TYP

26TYP

26TYP27

TYP

27TYP

27TYP

27TYP

27TYP

27TYP

1A2.01

1A2.01

2A2.01

2A2.01

2A2.01

1A2.02

1A2.02

2A2.02

2A2.02

1A2.03

1A2.03

2A2.03

2A2.03

2A3.01

1A3.01

1A3.02

30'-6

"14

'-7 1/

2"

CL CL

CL

CL

CLCL

CL

Sheet Number

Sheet Title

TH

ES

E P

LA

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AR

E IN

STR

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OF P

RO

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SS

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VIC

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OF A

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C.

CENT

RAL

WES

T57

9 W

EST

200

SOUT

HSA

LT L

AKE

CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


A 1.06


SCALE :1


1/8" = 1'-0"( 24" x 36" )

LEVEL 5

NORTH











































2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41











FE

FE

FE

W/D

STACKABLE

FRIDGE DW

PANTRY

W/D

STACKABLE

FRIDGE DW

PANTRY

W/D

STAC

KABL

E

FRID

GE

DW

PANT

RY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

PANTRYFRIDGE

W/D

STACKABLE

DW

PANTRYFRIDGE

W/D

STACKABLE

DW

W/DSTACKABLE

FRIDGE

DW

W/DSTACKABLE

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

PANTRY

W/D

STAC

KABL

E

FRIDGE

DW

DN

A B C D E F

1

2

3

1

2

3

A B C D E F

W/DSTACKABLE

FRIDGEDW

PANTRY

DN UP

29'-11" 3'-1" 3'-2" 28'-0" 28'-7" 3'-2" 4'-10 1/2" 23'-0 1/2"

3'-11 1/2"31'-10 1/2"31'-9"34'-2"31'-2"33'-0"

161'-11 1/2"

9'-10

1/2"

20'-0

1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8

1/2"

5'-4

1/2"

1'-6"

12'-9

1/2"

1'-6"

9'-8"

2'-2"

45'-5

1/2"

45'-6

1/2"

113'-6

"

CL

6" 9'-8" 1'-6" 12'-9 1/2" 1'-6" 7'-0 1/2"1/2"

12'-0 1/2" 11'-5" 8 1/2" 12'-1" 6" 17'-7 1/2" 10" 3'-2" 24'-9"6"

2'-0"1'-2"

27'-11"18'-5 1/2"13'-3 1/2"10'-8 1/2"23'-5 1/2"6 1/2"17'-8"12'-11 1/2"33'-0"

158'-0"CL CL

9'-8

1/2"

1'-6"

12'-9

1/2"

1'-6"

29'-11

1/2"

15'-1

1/2"

3'-2"

24'-9

"4'-

9"

33'-0

"70

'-7 1/

2"

113'-6

"

4" 2 1/2"

3'-11 1/2"

4'-9"

2'-9"

2'-9"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

6"1'-5"

3'-7"

3'-0"

3'-0"

3'-7"

3'-10

"

4'-9"

5'-2

1/2"

5'-2

1/2"

4'-9"

2"

4'-0"

5'-1 1/

2"5'-

1 1/2"

10"

4'-9"

4'-9"

2'-9"

2'-9"

4'-9"

5'-1"

4"12

'-6 1/

2"11'-

5"6"

13'-7

"12

'-4 1/

2"6"

13'-7

"11'-

10 1/

2"

25'-11

1/2"

26'-5

1/2"

24'-3

1/2"

76'-8

1/2"

2 1/2

"11'-

10 1/

2"26

'-7"

6"11'-

5"26

'-1 1/2

"

38'-0

1/2"

38'-8

"

76'-8

1/2"

7'-8

1/2"

4'-10

"11'-

5"9'-

3"4'-

10"

12'-4

1/2"

9'-3"

4'-10

"12

'-4"

6'-6

"

9'-6

1/2"

20'-4

1/2"

4'-10

"15

'-5 1/

2"4'-

6"5'-

5 1/2

"5'-

5 1/2

"5'-

7 1/2

"5'-

7 1/2

"6'

-6"

CL

2'-10"

6'-6

"

9'-8" 9'-6 1/2" 10'-3 1/2" 6'-4" 28'-0" 7'-5" 7'-5" 28'-7" 6'-4"

20'-5 1/2" 4'-10" 15'-5 1/2" 4'-11" 2'-11 1/2" 4'-8 1/2" 9'-11 1/2" 7'-9" 4'-10" 11'-5" 11'-5" 4'-10" 7'-9" 3'-0" 4'-8 1/2" 9'-11" 4'-0"CL CL CL

4'-0 1/2"

5'-7

1/2"

11'-11"

4'-10

"12

'-0 1/

2"21

'-8"

4'-10

"12

'-0"

6'-6

"

6'-3

"9'-

1 1/2"

15'-5

1/2"

4'-10

"20

'-3 1/

2"4'-

11"15

'-5 1/

2"4'-

10"

19'-9

1/2"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

5'-3"

5'-3"

5'-3"

5'-3"

1

1

1

1

1

21

1

15

A

P

A

FE E

D

2A8.03

4A8.01

8A8.01

2'-9 1/2"6'-10 1/2"9'-8"

7'-3"6'-4" 17'-6"

10'-5

1/2"

CL

6024B

BASEA5.11

6011B

BASEA5.04

6031C

BASEA5.05

6053B

BASEA5.09.1

606SB

BASEA5.02

6071B

BASEA5.04

6081B

BASEA5.04

609SB

BASEA5.02

6103B

BASEA5.09

6123B

BASEA5.09

6132B

BASEA5.07

6112B

BASEA5.07

6041C

BASEA5.05

4"

NORTHSTAIR601

CORRIDOR602

CORRIDOR602

CORRIDOR602

CORRIDOR602

STORAGE603

STORAGE603

STORAGE603

ELECTRICAL604

MECHANICAL605

ELEVATOR606

ELEVATORLOBBY

307

TRASH608

SOUTHSTAIR610

MECHANICAL605

STORAGE603

COMPUTERROOM609

1TYP

1TYP

2TYP

2TYP

2TYP

3

4

43

5

6

8

8

8

9

24TYP

24TYP

24TYP

24TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

25TYP

26TYP

26TYP

26TYP

26TYP

26TYP27

TYP

27TYP

27TYP

27TYP

27TYP

27TYP

1A2.01

1A2.01

2A2.01

2A2.01

2A2.01

1A2.02

1A2.02

2A2.02

2A2.02

1A2.03

1A2.03

2A2.03

2A2.03

2A3.01

1A3.01

1A3.02

15 3 CHANGEMARK 429-10-19

14'-7

1/2"

9'-10

1/2"

CL CL

CL CL

CL

CL

Sheet Number

Sheet Title

TH

ES

E P

LA

NS

AR

E IN

STR

UM

EN

TS

OF P

RO

FE

SS

ION

AL S

ER

VIC

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TE

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CTU

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OF A

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LG

IQU

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C.,

AN

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D B

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E, IN

C.

CENT

RAL

WES

T57

9 W

EST

200

SOUT

HSA

LT L

AKE

CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


A 1.07


SCALE :1


1/8" = 1'-0"( 24" x 36" )

LEVEL 6

NORTH











































2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41











EXIS

TING

BUILD

ING

9" 11'-1 1/2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 6'-1 1/2" 5'-6 1/2" 9'-8" 4'-3" 9"9" 8'-4 1/2" 9"4'-9"

LEVEL 6FINISH FLOOREL. = +152'-0"






12'-0

"10

'-0"

10'-0

"10

'-0"

10'-0

"9'-

0"66

'-0"

ROOF TRUSSBEARING HEIGHTEL. = +161'-0"

5'-0"

11'-0"

5'-0"

3'-6"5'-

0"

3'-6"

D

D

D

D

D

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

11

11

11

11

11

11

11

11

11

11

10D1.07

10D1.07

11D1.07

11D1.07

2D1.05

2D1.05

1D1.05

1D1.05

3D1.05

3D1.05

4D1.05

5D1.05

6D1.05

1D1.10

2D1.10

2D1.10

8D1.10

8D1.10

9D1.10

9D1.10

10D1.10

10D1.10

11D1.10

11D1.10

1

1

2TYP

3TYP

3TYP

4TYP

4TYP

6TYP

6TYP

7TYP

7TYP

9 10

11TYP

11TYP

15TYP

16

17

17

18

2020

1A3.01

6D1.11

17

21







12'-0

"10

'-0"

10'-0

"10

'-0"

10'-0

"9'-

0"72

'-0"


11'-0"

5'-0"

5'-0"

3'-6"5'-

0"

E

E

E

E

E

F

F

F

F

C

E

E

E

E

EC 18

10D1.07

10D1.07

10D1.07

10D1.07

2D1.05

1D1.05

3D1.05

5D1.05

1D1.10

1

1 2TYP

2TYP

4TYP

4TYP

6TYP

7TYP

11TYP

11TYP

15TYP

1717

17

18

16

3D1.02

3D1.11

3D1.11

2A3.01

22TYP

22TYP

6D1.11

6D1.11

5'-1"

2'-6"

2'-4"

9'-11"16 21 1621

Sheet Number

Sheet Title

TH

ES

E P

LA

NS

AR

E IN

STR

UM

EN

TS

OF P

RO

FE

SS

ION

AL S

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VIC

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OF A

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AN

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IQU

E, IN

C.

CENT

RAL

WES

T57

9 W

EST

200

SOUT

HSA

LT L

AKE

CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


South and East BuildingElevations

A 2.01

SLOPE EXTERIOR FINISH GRADE AWAY FROM PERIMETER OF BUILDING FOR PROPER DRAINAGE(TYP)

STEPPED FOOTINGS AND FOUNDATION WALLS AS REQUIRED

SCHEDULED DOOR. SEE DOOR SCHEDULE, TYPES, AND STYLES ON SHEET A6.01. PROVIDE ANDINSTALL ALL REQUIRED DOOR FLASHING PER MANUFACTURER'S RECOMMENDATIONS.

SCHEDULED WINDOW. SEE WINDOW SCHEDULE, TYPES, AND STYLES ON SHEET A6.02. PROVIDEAND INSTALL ALL REQUIRED WINDOW FLASHING PER MANUFACTURER'S RECOMMENDATIONS.

COLORED ANODIZED ALUMINUM STOREFRONT. SEE DOOR AND WINDOW SCHEDULE A6.01-A6.02.PROVIDE COLOR SAMPLES FOR APPROVAL.

PRE-MANUFACTURED POWDER COATED STEEL DECK GUARDRAIL ( 42" HIGH ) PER CODE (TYP) SEEDETAILS 1-3/D1.04

VENTED ALUMINUM SOFFIT AND RIBBED FASCIA AT BALCONIES SEE DETAIL 2/D1.04. PROVIDECONTINUOUS PIECE FOR BALCONY FASCIA.

NOT USED

ELECTRICAL METER LOCATION. COORDINATE WITH ELECTRICAL DRAWINGS

GAS METER LOCATION. COORDINATE WITH PLUMBING DRAWINGS

PRE-FINISHED METAL PARAPET WALL CAP. COLOR TBD. PROVIDE SAMPLES FOR APPROVAL.

BUILDING SIGNAGE TO BE INSTALLED BY LICENSED CONTRACTOR UNDER SEPARATE PERMIT.VERIFY SIGNAGE BUDGET AND DESIGN WITH OWNER.

ENTRY AWNING. SEE DETAIL 7/D1.11

INTAKE/EXHAUST LOUVER. SEE MECHANICAL DRAWINGS FOR EXACT SIZES.

ELEVATIONS ARE TO TOP OF SLAB, TOP OF SHEATHING OR ROOF TRUSS BEARING HEIGHT. SEEDETAIL 1/D1.02

SMOOTH ARCHITECTURAL FINISH @ ALL EXPOSED EXTERIOR CONCRETE, REVEAL IN CONCRETE ASSHOWN. SEE DETAIL 10/D1.02

THREE-COAT STUCCO (HARD COAT) EXTERIOR VENEER SYSTEM (7/8" MIN THICKNESS) ONSCHEDULED SHEATHING OVER SCHEDULED FRAMING. SAND FINISH. PROVIDE COLOR SAMPLEPER COLOR SAMPLE PER COLOR BOARD. SEE DETAIL SHEETS FOR SPECIFIC APPLICATION

RUNNING BOND KING BRICK. SEE DETAIL SHEETS FOR SPECIFIC APPLICATION

RUNNING BOND KING THIN BRICK. SEE DETAILS SHEETS FOR SPECIFIC APPLICATION

7.2 MBCI CORRUGATED METAL SIDING (26 GAUGE WITH KYNAR FINISH) INSTALL PERMANUFACTURER'S RECOMMENDATIONS. SEE DETAIL SHEETS FOR SPECIFIC APPLICATION

8" CONCRETE STEM WALL

APPROXIMATE LOCATION OF EXISTING WINDOWS FROM NEIGHBORING PROPERTY. FIELD VERIFY.

WALL MURAL AREA. ART PIECE TBD BY OWNER

BUILDING ELEVATION KEYED NOTES:1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

SCALE :1

A2.01BUILDING ELEVATION

1/8" = 1'-0"( 24" x 36" )

SOUTH

SCALE :2


1/8" = 1'-0"( 24" x 36" )

EAST

CENTRAL WEST

EXIS

TING

BUILD

ING







12'-0

"10

'-0"

10'-0

"10

'-0"

10'-0

"9'-

0"66

'-0"


5'-0"

3'-6"5'-

0"

2'-0"

9'-6"

5'-0"

3'-6"

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

F

F

F

F

F

C

C

C

C

C

H

H

H

H

H

BB19121216

11

11

11

11

11

LM

P

10D1.07

10D1.07

10D1.07

9D1.07

11D1.07

11D1.07

2D1.05

2D1.05

1D1.05

1D1.05

3D1.05

3D1.05

4D1.05

5D1.05

6D1.05

8D1.05

9D1.05

1D1.07

1D1.07

3D1.07

3D1.07

1D1.10

2D1.10

2D1.10

3D1.10

4D1.10

5D1.10

6D1.10

7D1.10

8D1.10

8D1.10

9D1.10

10D1.10

10D1.10

11D1.10

11D1.10

12D1.10

1

1 2TYP

2TYP

3TYP

4TYP

4TYP

4TYP

5TYP

5TYP

6TYP

7TYP

11TYP11

TYP

13

12

15TYP

16

16

17

17

17

1818

19

20

20

20

9D1.11

7D1.11

1A3.02

1A3.01

2A3.02

7D1.05

6D1.11

L M

9'-1"9'-

1"

5'-1"

2'-6"

2'-4"

9'-11"

21

9"9'-7 1/2"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"







12'-0

"10

'-0"

10'-0

"10

'-0"

10'-0

"9'-

0"70

'-0"


9'-0"

3'-6"

11'-0"

5'-0"

3'-6"6'

-0"

3'-6"6'

-0"

5'-0"

3'-6"5'-

0"

A

A

A

A

A

A

A

A

A

A

G

G

G

G

G

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

G

G

G

G

G

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

H

H

H

H

H

D

D

D

D

D

11

11

11

11

11

11

11

11

11

11

11

11

11

11

11

1614JKK

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

10D1.07

10D1.07

10D1.07 11

D1.07

11D1.07

11D1.07

11D1.07

9D1.07

2D1.05

2D1.05

1D1.05

1D1.05

3D1.05

3D1.05

4D1.05

5D1.05

6D1.05

7D1.05

8D1.05

9D1.05

3D1.07

1D1.10

1D1.10

2D1.10

2D1.10

2D1.10

8D1.10

8D1.10

8D1.10

9D1.10

9D1.10

10D1.10

10D1.10

11D1.10

11D1.10

11D1.10

1

1

2TYP

2TYP

3TYP

3TYP

3TYP

3TYP

4TYP

4TYP

4TYP

5TYP

6TYP

6TYP

6TYP

7TYP

7TYP

7TYP

11TYP

11TYP

11TYP

15TYP

16

17

17

17

17

1818

18

19

20

2020

20

2A3.01

TYPICALFINISH FLOOR

2323

14 14

Sheet Number

Sheet Title

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CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


North and West BuildingElevations

A 2.02

SLOPE EXTERIOR FINISH GRADE AWAY FROM PERIMETER OF BUILDING FOR PROPER DRAINAGE(TYP)

STEPPED FOOTINGS AND FOUNDATION WALLS AS REQUIRED

SCHEDULED DOOR. SEE DOOR SCHEDULE, TYPES, AND STYLES ON SHEET A6.01. PROVIDE ANDINSTALL ALL REQUIRED DOOR FLASHING PER MANUFACTURER'S RECOMMENDATIONS.

SCHEDULED WINDOW. SEE WINDOW SCHEDULE, TYPES, AND STYLES ON SHEET A6.02. PROVIDEAND INSTALL ALL REQUIRED WINDOW FLASHING PER MANUFACTURER'S RECOMMENDATIONS.

COLORED ANODIZED ALUMINUM STOREFRONT. SEE DOOR AND WINDOW SCHEDULE A6.01-A6.02.PROVIDE COLOR SAMPLES FOR APPROVAL.

PRE-MANUFACTURED POWDER COATED STEEL DECK GUARDRAIL ( 42" HIGH ) PER CODE (TYP) SEEDETAILS 1-3/D1.04

VENTED ALUMINUM SOFFIT AND RIBBED FASCIA AT BALCONIES SEE DETAIL 2/D1.04. PROVIDECONTINUOUS PIECE FOR BALCONY FASCIA.

NOT USED

ELECTRICAL METER LOCATION. COORDINATE WITH ELECTRICAL DRAWINGS

GAS METER LOCATION. COORDINATE WITH PLUMBING DRAWINGS

PRE-FINISHED METAL PARAPET WALL CAP. COLOR TBD. PROVIDE SAMPLES FOR APPROVAL.

BUILDING SIGNAGE TO BE INSTALLED BY LICENSED CONTRACTOR UNDER SEPARATE PERMIT.VERIFY SIGNAGE BUDGET AND DESIGN WITH OWNER.

ENTRY AWNING. SEE DETAIL 7/D1.11

INTAKE/EXHAUST LOUVER. SEE MECHANICAL DRAWINGS FOR EXACT SIZES.

ELEVATIONS ARE TO TOP OF SLAB, TOP OF SHEATHING OR ROOF TRUSS BEARING HEIGHT. SEEDETAIL 1/D1.02

SMOOTH ARCHITECTURAL FINISH @ ALL EXPOSED EXTERIOR CONCRETE, REVEAL IN CONCRETE ASSHOWN. SEE DETAIL 10/D1.02

THREE-COAT STUCCO (HARD COAT) EXTERIOR VENEER SYSTEM (7/8" MIN THICKNESS) ONSCHEDULED SHEATHING OVER SCHEDULED FRAMING. SAND FINISH. PROVIDE COLOR SAMPLEPER COLOR SAMPLE PER COLOR BOARD. SEE DETAIL SHEETS FOR SPECIFIC APPLICATION

RUNNING BOND KING BRICK. SEE DETAIL SHEETS FOR SPECIFIC APPLICATION

RUNNING BOND KING THIN BRICK. SEE DETAILS SHEETS FOR SPECIFIC APPLICATION

7.2 MBCI CORRUGATED METAL SIDING (26 GAUGE WITH KYNAR FINISH) INSTALL PERMANUFACTURER'S RECOMMENDATIONS. SEE DETAIL SHEETS FOR SPECIFIC APPLICATION

8" CONCRETE STEM WALL

APPROXIMATE LOCATION OF EXISTING WINDOWS FROM NEIGHBORING PROPERTY. FIELD VERIFY.

WALL MURAL AREA. ART PIECE TBD BY OWNER

BUILDING ELEVATION KEYED NOTES:1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

SCALE :1


1/8" = 1'-0"( 24" x 36" )

NORTH

SCALE :2


1/8" = 1'-0"( 24" x 36" )

WEST

ROUGH OPENING AROUND WINDOWSAND EXTERIOR DOORS SEALED WITH

CAULK OR FOAM

2X FRAMED WALL PER DETAIL 2/F1.01.


CAULK OR FOAM


(R-5) INSULATED HEADER

SCHEDULED HEADER

SCHEDULED WINDOW


CAULK OR FOAM

SCHEDULED WINDOW


SEE DETAIL 2/D1.09 FOR FLASHINGAROUND WINDOW



SCHEDULED WINDOW

WINDOW FRAME FLASHED PERMANUFACTURER'SRECOMMENDATIONS.



CAULK OR FOAM



CAULK OR FOAM



SCHEDULED HEADER

SCHEDULED WINDOW



SCHEDULED WINDOW




CAULK OR FOAM

SCHEDULED WINDOW




CAULK OR FOAM



SCHEDULED HEADER

SCHEDULED WINDOW


CAULK OR FOAM

SCHEDULED WINDOW



SEE DETAIL 2/D1.09 FOR FLASHINGAROUND WINDOW WINDOW FRAME FLASHED PER

MANUFACTURER'SRECOMMENDATIONS.


CAULK OR FOAM



SCHEDULED WINDOW


WATER RESISTANT BARRIER WATER RESISTANT BARRIER

WATER RESISTANT BARRIER


WATER RESISTANT BARRIER WATER RESISTANT BARRIER




THREE-COAT STUCCO (HARD COAT)EXTERIOR VENEER SYSTEM (7/8" MIN.THICKNESS) ON SCHEDULEDSHEATHING OVER SCHEDULEDFRAMING. SAND FINISH. PROVIDECOLOR SAMPLE PER COLOR BOARD.

10D1.05

NOT USEDSCALE : 3" = 1'-0"

11D1.05


12D1.05




KING SIZE INTERSTATE BRICK.PROVIDE ALL NECESSARYSUPPORT PER GENERALSTRUCTURAL NOTES.PROVIDE SAMPLE WALL FOROWNER.

CONCAVE BRICK JOINT. TYP.

1" AIR GAP



1" AIR GAP



1" AIR GAP

7.2 MBCI CORRUGATED METAL SIDING(26ga WITH KYNAR FINISH) INSTALLPER MANUFACTURER'SRECOMMENDATIONS.

STEEL "J" CHANNEL. INSTALL PERMANUFACTURERSRECOMMENDATIONS. INSTALLBLOCKING AS NECESSARY FORATTACHMENT.

LEAVE GAP AND CAULK WITHCONTINUOUS SEALANT TOACCOMMODATE EXPANSION ANDCONTRACTION





LEAVE GAP AND CAULK WITHCONTINUOUS SEALANT TOACCOMMODATE EXPANSION ANDCONTRACTION

1D1.05

WINDOW SILLSCALE : 3" = 1'-0" STUCCO

2D1.05

WINDOW HEADSCALE : 3" = 1'-0" STUCCO

3D1.05

WINDOW JAMBSCALE : 3" = 1'-0" STUCCO

4D1.05

WINDOW SILLSCALE : 3" = 1'-0" BRICK

5D1.05

WINDOW HEADSCALE : 3" = 1'-0" BRICK

6D1.05

WINDOW JAMBSCALE : 3" = 1'-0" BRICK

7D1.05

WINDOW SILLSCALE : 3" = 1'-0" CORRUGATED METAL

8D1.05

WINDOW HEADSCALE : 3" = 1'-0" CORRUGATED METAL

9D1.05

WINDOW JAMBSCALE : 3" = 1'-0" CORRUGATED METAL Sheet Number

Sheet Title

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C.

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WES

T57

9 W

EST

200

SOUT

HSA

LT L

AKE

CITY

, UT

Date

REVISIONSDATE#

1

2

3

4

5

6

7

8

9

10

11

12

CIVIL ENGINEER



PHONE : (801) 375-2228



PHONE : (801) 255-0529


ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT


PHONE : (801) 554-6146


INTERIOR DESIGNER


PHONE : (801) 561-1333


STRUCTURAL ENGINEER


PHONE : (801) 486-6848


Guillaume Belgique

No. 368308-0301

S

T

A

T

E

OF

U

T

A

H

L

I

C

E

N

S

E

D

AR

C

H

I

T

E

C

T

4.6.2020

801.561.13337583 So. Main Street #100



PHONE : (801) 373-0311


Details

D1.05

Documents

STRUCTURAL CONSULTING