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COVER

G0.00

3001.19.03 / 09.303.201

1050 S KNOLES DRFLAGSTAFF, AZ 86011

04.29.21100% CD ISSUANCE

NAU [UNION]Exterior TileReplacement

[UNION]EXTERIOR TILE REPLACEMENT

1050 KNOLES DR, FLAGSTAFF, AZ 86011

NORT

H

1" = 300'-0"VICINITY MAP

0' 150' 300' 600' 1200'

04.2

9.21

AB ANCHOR BOLTABC AGGREGATE BASE COURSEACT ACOUSTICAL CEILING TILEAD AREA DRAINADDL ADDITIONALADJ ADJUSTABLEA.F.F. ABOVE FINISHED FLOORAL ALUMINUMANOD ANODIZEDARCH ARCHITECTURALBD BOARDBETWN BETWEENBLDG BUILDINGBLK BLOCK, BLOCKINGBM BENCH MARKBOT BOTTOMBRG BEARINGBS BOTH SIDESBSMT BASEMENTBUR BUILT-UP ROOFINGCAB CABINETCPT CARPETCB CATCH BASINCFMF COLD FORMED METAL

FRAMINGCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCONC CONCRETECONT CONTINUOUSCP CEMENT PLASTERCT CERAMIC TILECU CUBICDBL DOUBLEDEMO DEMOLITIONDET DETAILD.G. DECOMPOSED GRANITEDIA DIAMETERDIM DIMENSIONDF DRINKING FOUNTAINDN DOWNDS DOWNSPOUTDWG DRAWINGEA EACHEF EACH FACEEL ELEVATIONELEC ELECTRICEP EPOXY PAINTEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXP JT EXPANSION JOINTEW EACH WAYFAAR FIRE APPARATUS ACCESS FD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER

CABINETFHC FIRE HOSE CABINETFLR FLOORFS FAR SIDEFT FEETFTG FOOTINGGA. GUAGE, GAGEGALV GALVANIZEDGCB GYPSUM CEILING BOARDGWB GYPSUM WALL BOARDGL GLASSGMU GLAZED MASONRY UNITGST GLAZED STRUCTURAL TILEGP GYPSUM PLASTERGR GRADEHC HOLLOW COREHDCP HANDICAPPEDHDWD HARDWOODHM HOLLOW METALHORZ HORIZONTALHP HIGH POINTHR HOURHT HEIGHTHTG HEATINGHVAC HEATING/VENTILATION/

AIR CONDITIONINGHWY HIGHWAYICC INTERNATIONAL

CONSTRUCTION COUNCILID INSIDE DIMENSIONINCL INCLUDINGINFO INFORMATIONINSUL INSULATIONJT JOINTKDHM KNOCK DOWN HOLLOW

METALLAM LAMINATELH LEFT HANDLIN LINEARLL LOWER LEVELLP LOW POINTLTWT LIGHT WEIGHTMAX MAXIMUMMC MINERAL COREMECH MECHANICALMEJ MASONRY EXPANSION

JOINTMFR MANUFACTURER

MH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDNIC NOT IN CONTRACTNLWT NORMAL WEIGHTNO NUMBERNOM NOMINALNS NEAR SIDENTS NOT TO SCALEO.C. ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITEOH OPPOSITE HANDORD OVERFLOW ROOF DRAINPR PAIRPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPT PAINTQT QUARRY TILER RADIUSRCP REFLECTED CEILING PLANREINF REINFORCE,

REINFORCINGREF REFERENCEREQD REQUIREDRH RIGHT HANDRD ROOF DRAINRDL ROOF DRAIN LEADERRM ROOMRO ROUGH OPENINGSC SOLID CORESCHED SCHEDULESD SMOKE DETECTORSEC SECTIONSES SERVICE ENTRANCE

SECTIONSGT STRUCTURAL GLAZED

TILESHT SHEETSIM SIMILARSM SHEET METALSOG SLAB ON GRADESP STARTING POINTSPEC SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTD STANDARDSTL STEELSTRUC STRUCTURALST&V STAIN & VARNISHSUSP SUSPENDEDTBS TO BE SELECTEDT&B TOP AND BOTTOMTHK THICKT.O. TOP OFTYP TYPICALUNO UNLESS NOTED

OTHERWISEUL UNDERWRITER'S

LABORATORYVCT VINYL COMPOSITION TILEVENT VENTILATIONVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVOL VOLUMEVT VINYL TILEW/ WITHWC WALL COVERINGWD WOODWH WALL HEATERW/O WITHOUTWWF WELDED WIRE FABRIC

WALL SECTION

WALL SECTION NUMBER

SHEET NUMBER

BUILDING SECTION

EXTERIOR ELEVATION SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER

LARGE SCALE BLOWUP OF PLAN OR DETAIL

PLAN OR DETAIL NUMBER

SHEET NUMBER

FLOOR ELEVATION

LEVEL DESCRIPTION

LEVEL ELEVATION

COLUMNCOLUMN GRID INDICATOR

COLUMN GRID LINE

EXISTING COLUMN EXISTING COLUMN GRID INDICATOR

EXISTING COLUMN GRID LINE

MATCH LINE 1 / A1.02

1 / A1.01

SHEET NUMBER

SHEET NUMBER

MATCH LINE

REVISION

REVISION NUMBER (SHEET SPECIFIC)

CLOUDED AREA OF REVISION

NORTH ARROW

A4.00

1

SIMILAR INDICATION

DETAIL SECTION

1

BUILDING SECTION NUMBER

SHEET NUMBER

A6.001

SIM

A6.001

SIM

PARTITION/WALL TYPE PARTITION/WALL TYPE IDENTIFIER

DOOR NUMBER ROOM NUMBER

ROOM NAME AND NUMBER

ROOM NAME

ROOM NUMBER

LEVEL

LEVEL

PLAN NORTH

PROJECT NORTH

STOREFRONT/CURTAINWALL TYPE

STOREFRONT/CURTAINWALL TYPE IDENTIFIER

SF

DETAIL NUMBER

SHEET NUMBER

SIMILAR INDICATION

CEILING TYPE

CEILING HEIGHT ABOVE FINISHED FLOOR

CEILING TYPE AND HEIGHT

12OPENING OPENING IDENTIFIER

SIMILAR INDICATION

LEVEL 01

0'-0"

1

A4.00

SIM1

A4.00

SIM

1

A5.00

SIM

0

0

WT

ROOM NAME

101

101

A8.00

1

11

1

ACT-110'-0"

CASEWORK

FURNITURE/ACCESSORY

CASEWORK IDENTIFIER

EQUIPMENT

PT-1

RB-1

CPT-1

FT-0000DESCRIPTION

CW-0000DESCRIPTION

SE-0000DESCRIPTION

FLOOR FINISHWALL FINISHBASE FINISH

ROOM FINISHES

CASEWORK TYPE

SHORT DESCRIPTION

FURNITURE/ACCESSORY IDENTIFIER

FURNITURE/ACCESSORY TYPE

SHORT DESCRIPTION

EQUIPMENT IDENTIFIER

EQUIPMENT TYPE

SHORT DESCRIPTION

OWNER: ARIZONA BOARD OF REGENTS NORTHERN ARIZONA UNIVERSITY

PROJECT ADDRESS: 1050 KNOLES DR, FLAGSTAFF, AZ 86011

FACILITY NUMBER BUILDING 30C

NAU REP: NAU FACILITIES SERVICESJOSHUA DAVID SPEAR

NO CHANGE IN USE OR OCCUPANCY IS PROPOSED IN THIS SCOPE

AZ EXECUTIVE ORDER 2008‐29

(FYI: REAFFIRMS EXECUTIVE ORDER 2005‐05. REQUIRES ALL NEW STATE‐FUNDED BUILDINGS TO MEET THE SILVER LEED STANDARD, AT A MINIMUM.)AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING

ENGINEERS (ASHRAE) 55 2010, ASHRAE 62.12010, ASHRAE 90.1 ‐ 2010,

ASHRAE 189.1 ‐ 2014,ASHRAE 202 (MOST RECENT EDITION UNLESS OTHERWISE REQUIREDBY OWNER)ARIZONA REVISED STATUTES (ARS)OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONSNAU MATERIAL SAFETY POLICIES(E.G. PROGRAM MANUALS SUCH AS ASBESTOS, LEAD, PCB, ETC.) (MOST RECENT EDITION UNLESS OTHERWISE REQUIRED)

HTTP://NAU.EDU/RESEARCH/COMPLIANCE/ENVIRONMENTAL‐HEALTH‐AND‐SAFETY/IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION(MOST RECENT EDITION UNLESS OTHERWISE REQUIRED)ACGIH INDUSTRIAL VENTILATION MANUAL OF RECOMMENDED PRACTICES(MOST RECENT EDITION UNLESS OTHERWISE REQUIRED)ANSI/AIHA Z9.5 LABORATORY VENTILATION(MOST RECENT EDITION UNLESS OTHERWISE REQUIRED)NAU DESIGN GUIDELINES AND TECHNICAL STANDARDS DATED MAY 2017

WHERE DISCREPANCIES EXIST BETWEEN THE NAU GUIDELINES AND THE FEDERAL, STATE, AND LOCAL BUILDING CODES; ALL ISSUES ARE TO BE ADDRESSED AND RESOLVED BY THE ARCHITECT/ENGINEER OF RECORD AS WELL AS NAU PLANS REVIEW AND FACILITIES DEVELOPMENT AND MANAGEMENT DEPARTMENT.

N/A

SHT # NAME ISSUED REVISEDTHE NAU UNION BUILDING 30C WAS BUILT IN 2007 AS AN EXPANSION TO THE EXISTING UNION BUILDING. PORTIONS OF THE BUILDINGS CMU WALLS WERE CLAD WITH PORCELAIN TILE. THIS TILE HAS STARTED TO DELAMINATE. THE SCOPE OF THIS PROJECT IS TO REMOVE AND REPLACE THE TILE ON THE BUILDING WITH A PREFORMED METAL PANEL CLADDING RAINSCREEN. IN ADDITION TO THE NEW CLADDING A NEW GUARD WILL BE BUILT AROUND THE PORTION OF THE STRUCTURE THAT IS ADJACENT TO THE PEDWAY TO HELP PROTECT THE STRUCTURE AND CLADDING FROM SNOW PLOWING. THE CMU WALLS IN THIS BUILDING WERE ALL INSULATED ON THE INTERIOR WITH SPRAY FOAM INSULATION. INSULATION WILL NOT BE ADDED IN THIS SCOPE OF WORK.

NO CHANGE IN BUILDING AREA IS PROPOSED IN THIS SCOPE

CLIMATE ZONE 5B

ALL DESIGN AND CONSTRUCTION WORK SHALL BE DONE IN SUCH A MANNER THATTHE COMPLETION OF THE PROJECT IS IN COMPLIANCE WITH THE FOLLOWING CODES AND STANDARDS THE OWNER HAS ADOPTED AS CODE. WHEN REFERENCE HAS BEEN MADE TO "THIS CODE" IT SHALL MEAN ALL THE CODES LISTED BELOW. IN THE EVENT THERE IS A CONFLICT BETWEEN ANY OF THE CODES AND STANDARDS, THE MOST RESTRICTIVE CODE SHALL APPLY.

TYPE CODE REFERENCE

BUILDING 2018 INTERNATIONAL BUILDING CODE (IBC)RESIDENTIAL 2018 INTERNATIONAL RESIDENTIAL CODE (IRC)EXISTING BUILDING 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)MECHANICAL 2018 INTERNATIONAL MECHANICAL CODE (IMC)PLUMBING 2018 INTERNATIONAL PLUMBING CODE (IPC)FUEL GAS 2018 INTERNATIONAL FUEL GAS CODE (IFGC)ENERGY 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)SWIMMING & SPA 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC)SOLAR ENERGY 2018 INTERNATIONAL SOLAR ENERGY PROVISIONS (ISEP)ELECTRICAL 2017 NATIONAL ELECTRICAL CODE (NEC) (NFPA 70)ACCESSIBILITY 2017 ADAAG

2017 ADA STANDARDS FOR ACCESSIBLE DESIGN AS APPROVED BY THE DEPARTMENT OF JUSTICE ON JULY 26, 2010 (PUBLISHED IN THE FEDERAL REGISTER ON SEPTEMBER 15, 2010 AND ANY MORE RECENT RELATED FEDERAL AND STATE REQUIREMENTS WITH THEIR RELATED STANDARDS AS THEY MAY APPLY) NATIONAL FIRE ALARM CODE 2016 (NFPA 72)

ACCESSIBLE BLDGS ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLEASE BE ADVISED THAT WHERE THERE IS A CONFLICT BETWEEN ANY APPLICABLE ACCESSIBILITY REQUIREMENTS THE MOST RESTRICTIVE SHALL APPLY (E.G. 2012 IBC, 2010 ADA, 2009 ICC/ANSI A117.1, OTHER NAU, STATE & FEDERAL REQUIREMENTS, ETC.)

DANGEROUS BLDGS 1997 UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGSADMINISTRATIVE 1997 UNIFORM ADMINISTRATIVE CODEHOUSING 1997 UNIFORM HOUSING CODESPRINKLER INSTALLATION OF SPRINKLER SYSTEMS 2013 (NFPA13)FIRE NAU FIRE CODE (MOST RECENT EDITION UNLESS OTHERWISE

REQUIRED)ARIZONA STATE FIRE CODE

2007 AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)A17.1, SAFETY CODES FOR ELEVATORS AND ESCALATORS (UNLESS OTHERWISE REQUIRED)AZ ELEVATOR ACT (TITLE23, CHAPTER2, ARTICLE12)LATESTADOSH ARIZONA ELEVATOR RULES

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INDEX, LEGEND &GENERAL PROJECTDATA

G0.01

3001.19.03 / 09.303.201




ABBREVIATIONS SYMBOLS LEGEND

OWNER DATA

CONSTRUCTION TYPE AND OCCUPANCY

G0.00 COVER 04.29.21

G0.01 INDEX, LEGEND & GENERAL PROJECT DATA 04.29.21

G3.00 OVERALL REFERENCE PLAN 04.29.21

G4.00 EXISTING CONDITIONS 04.29.21

G4.01 3D VIEWS 04.29.21

AD1.00 DEMO FLOOR PLANS & ELEVATIONS 04.29.21

A1.00 OVERALL FLOOR PLANS 04.29.21

A1.01 PARTIAL FLOOR PLANS 04.29.21

A4.01 ELEVATIONS 04.29.21

A5.00 AXONOMETRIC 04.29.21

A5.01 WALL SECTIONS 04.29.21

A6.01 EXTERIOR DETAILS 04.29.21




ADDITIONAL CRITERIA

DEFERRED SUBMITTALS

SHEET INDEXPROJECT DESCRIPTION

BUILDING AREA

APPLICABLE CODES NAU

04.2

9.21

A

STEP

DN

4-3/4

12

DIMEN

SION TO

EXTR

EME EN

DS

UP

UP

DN

UP

UP

UP

UP

UP

UP

DN

RAMP DOWN

UP

RAMP DN

1002

DOWN

STUDENT UNION STUDENT

ADMIN

BUILDING 30B

FIELDHOUSE MULTIPURPOSE

FACILITY

BUILDING 30

PARKING LOT

P16

NORTH HEATING & COOLING PLANT

BUILDING 24

UNION

BUILDING 30C

PROJECT SCOPE

AREA

GILLENWATER HALL

BUILDING 31

BUILDING 30A

PARKING LOT

P17

PARKING LOT

P22

PARKING LOT

P16A

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:25:

24 A

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OVERALLREFERENCE PLAN

G3.00

3001.19.03 / 09.303.201




NORT

H

1" = 30'-0"

OVERALL REFERENCE PLAN0' 15' 30' 60' 120'

04.2

9.21

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EXISTINGCONDITIONS

G4.00

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EXISTING CONDITIONS 03EXISTING CONDITIONS 01

EXISTING CONDITIONS 10



EXISTING CONDITIONS 06


TILE AND SETTING MATERIAL WILL NEED TO BE REMOVED DOWN TO THE SMOOTH CMU FACE

EXISTING BUILDING EXPANSION JOINT WILL

BE REUSED-PROTECT DURING TILE REMOVAL

TILE AND SETTING MATERIAL WILL NEED TO BE REMOVED DOWN TO THE SMOOTH CMU FACE

EXISTING EXPANSION JOINT WILL BE RE-USED BUT MAY REQUIRE REMOVAL AND REINSTALLATION

INTERFACE WITH EXISTING ROOFING WILL REQUIRE REMOVAL OF ROOFING IN THIS AREA AND OVERLAPPING OF UNDERLAYMENTS

PROTECT ROOFING DURING TILE REMOVAL

TILE AND SETTING MATERIAL WILL NEED TO

BE REMOVED DOWN TO THE SMOOTH CMU FACE

EXISTING FLASHING AND SEALANT WILL NEED TO BE

REMOVED AND REPLACED WITH NEW FLASHING TO WORK WITH

METAL PANELS.

EXISTING FLASHING AND SEALANT WILL NEED TO BE REMOVED AND

REPLACED WITH NEW FLASHING TO WORK WITH METAL PANELS.

NOTE WALL FLASHING BELOW STAIR WILL NEED TO BE ADJUSTED AT BEAM PENETRATIONS

PROTECT ALL EXISTING GLAZING TO REMAIN

EXISTING OVERFLOW DRAIN WILL NEED TO BE REMOVED AND RE-INSTALLED AFTER METAL PANEL PLACEMENT

PROTECT EXISTING GLAZING FOR RE-USE

04.2

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3D VIEWS

G4.01

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04.2

9.21

REGULATORY REQUIREMENTS:COMPLY WITH APPLICABLE REQUIREMENTS OF THE STATE OF ARIZONA, LOCAL ORDINANCES, AND REGULATIONS CONCERNING MANAGEMENT OF CONSTRUCTION, CLEARING, AND INERT MATERIALS.

DISPOSAL SITE, RECYCLERS, AND WASTE MATERIALS PROCESSORS:USE ONLY FACILITIES PROPERLY PERMITTED BY THE STATE OF ARIZONA, AND/OR BY LOCAL AUTHORITIES WHERE APPLICABLE.

NOTES:THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT THE APPROPRIATE GOVERNMENTAL ENTITIES ARE NOTIFIED OF THE WORK.

1. EXERCISE DUE CARE DURING THE DEMOLITION PORTION OF THE PROJECT SO AS TO MINIMIZE DAMAGE TO THE EXISTING CONSTRUCTION AND COMPONENTS OF THE BUILDING. PROVIDE TEMPORARY WALLS WHERE AREAS UNDER CONSTRUCTION CAN BE ISOLATED FROM THE UNDISTURBED BUILDING AREAS. ACCESS TO THE PROJECT AREA IS TO BE ISOLATED FROM THE ACCESS TO THE UNDISTURBED PORTIONS OF THE BUILDING NOT IN THE SCOPE OF THIS PROJECT.

2. ALL DEMOLITION REQUIRED TO COMPLETE THE WORK IS TO BE FIELD COORDINATED BY THE CONTRACTOR. THE CONTRACTOR IS REPONSIBLE TO REVIEW THE PLANS AND COORDINATE ALL TRADES NEEDED TO COMPLETE WORK AS IS SPECIFIED HEREIN AND AS MAY BE REASONABLY IMPLIED.

3. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE BUILDING MANAGEMENT. WORK SUBJECT TO EXCESS NOISE IS TO BE CONDUCTED DURING MANAGEMENT APPROVED HOURS

4. ALL SCREENED LINES REPRESENT EXISTING CONSTRUCTION TO REMAIN. ALL ITEMS SHOWN DASHED INDICATE THAT THEY ARE TO BE DEMOLISHED, REMOVED, OR SALVAGED AS NOTED.

5. PERFORM ALL REQUIRED DEMOLITION INCLUDING REMOVAL AND/OR RELOCATION OF ITEMS IN ORDER TO ACCOMPLISH NEW WORK.

6. ALL ITEMS SHOWN TO BE REMOVED ARE TO BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL TRIMS, ATTACHMENTS, AND ETCETERA. PATCH BACK ALL ADJACENT CONSTRUCTION AND RESTORE TO ORIGINAL CONDITION.

7. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY AND ALL ITEMS MATERIAL, EQUIPMENT, OR MISCELLANEOUS ITEMS SCHEDULED FOR DEMOLITION. PRIOR TO THE START OF DEMOLITION THE OWNER WILL WALK THE SITE WITH THE CONTRACTOR AND TAG ANY ITEMS HE/SHE WANTS SALVAGED. ALL ITEMS TAGGED BY THE OWNER ARE TO BE CAREFULLY REMOVED AND TURNED OVER TO THE OWNER. STORAGE OF SALVAGED ITEMS IS THE RESPONSIBILITY OF THE OWNER. ALL ITEMS NOT TAGGED ARE TO BE REMOVED AND DISPOSED OF PER NAU REQUIRMENTS.

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED U.N.O.

A4.0105

AD1.00

14

1

2

2

2

2

2

2

1 1

1

1

AD1.00

01

AD1.0002

11

LEVEL 010"

LEVEL 0214' - 0"

2

3

2

2 22

2

2

12AD1.00

SIM.

1

LEVEL 010"

LEVEL 0214' - 0"

2

2

22

31

LEVEL 010"

LEVEL 0214' - 0"22 2

2 2

2

12AD1.00

SIM. 12AD1.00

SIM.

12AD1.00

SIM.

TYP.

2

1

2

2

6

6

2

22

3

1

3

3

1

2

1

4

45

2

2

1

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M

DEMO FLOORPLANS &ELEVATIONS

AD1.00

3001.19.03 / 09.303.201




GENERAL DEMOLITION NOTES

DEMOLITION LEGEND

1/8" = 1'-0"

FIRST FLOOR DEMO PLAN03

1/8" = 1'-0"

DEMO ELEVATION01

1/8" = 1'-0"

DEMO ELEVATION021/8" = 1'-0"

DEMO ELEVATION14

NORTH

1/8" = 1'-0"

SECOND FLOOR DEMO PLAN

1/8" = 1'-0"

ROOF DEMO PLAN16

1/8" = 1'-0"

SECOND FLOOR DEMO PLAN08

1/8" = 1'-0"

SECOND FLOOR DEMO PLAN04

0' 4' 8' 16' 32'

SCALE: 1/8" = 1'-0"

3" = 1'-0"

WINDOW DEMO12

DEMOLITION KEYED NOTES

1 PROTECT ALL EXISTING CONSTRUCTION TO REMAIN

2 REMOVE EXISTING TILE AND SETTING MATERIAL TO CMU WALL. PATCH AND REPAIR WALL AS REQUIRED AND PREPARE SURFACE TO RECIEVENEW CLADDING AS NOTED

3 REMOVE EXISTING GLASS RAILING BASE TRIM ON SIDE FACING AWAY FROM PATIO.

4 REMOVE WINDOW SEALANT AND BACKER RODS FROM ALL GLAZING COMPONENTS THAT COME IN CONTACT WITH TILE

5 REMOVE FLASHING FROM ALL GLAZING COMPONENTS THAT COME IN CONTACT WITH TILE

6 REMOVE EXISTING STAINLESS STEEL WALL GUARDRAIL AND STORE FOR REINSTALLATION

04.2

9.21

116

106

000

001

003

101

102

103

104A 105A

107

108 109

111

118

112

113

114

115

117

ST-01

119

100

110

118

102A

104 105

119

004

001A

102B

111A

ENTRANCEVESTIBULE

STORAGEROOM#3

EXISTINGJAVA.COM

MENSRESTROOM

WOMENSRESTROOM

ELECTRICALROOM

JANITOR'SCLOSET

KITCHENPREPAREA

ELECTRICALROOM

MEN'SLOCKERS

WOMEN'SLOCKERS

STORAGEROOM#2

STORAGEROOM#1 OFFICE

ENTRY

DININGHALL

AFCSUSHI

CHICK-FIL-A

SUBCONNECTION

THEDINER

JAMBAJUICE

STAIRS

DININGHALL

CORRIDOR

SODASTORAGE

DININGHALL

KITCHENPREPAREA

MEN'SRESTROOM

WOMEN'SRESTROOM

DININGHALL

ELEVATORMACHINEROOM

JANITOR'SCLOSET

PLUMBINGCHASE

EXISTINGGAME ROOM

PLUMBINGCLOSET

DOWN

G

201

202

205

206

207

208

ST-01

210

209

200

211A

212

203

MECHANICALROOM

CORRIDOR

DININGBALCONY

BREAK-OUTLOUNGE

BREAK-OUTLOUNGE

BREAK-OUTLOUNGE

STAIRS

BALCONY

ENTRY2

STAIRLOBBY

OUTDOORMEZZANINE

OUTDOORATRUIM

OFFICE

A1.0105

AD1.0003

A1.0106

AD1.0008

AD1.0004

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18 P

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OVERALL FLOORPLANS

A1.00

3001.19.03 / 09.303.201




NORT

H

1/16" = 1'-0"

FIRST FLOOR PLAN1/16" = 1'-0"

SECOND FLOOR PLAN010' 2' 4' 8' 16'

04.2

9.21

1. DO NOT DETERMINE DIMENSIONS AND SIZE OF THE GRAPHIC REPRESENTATIONS SHOWN ON THE DRAWINGS BY USING MEASURING DEVICES (DO NOT "SCALE"). RELY ON THE NUMERIC DIMENSIONS SHOWN ON THE DRAWINGS FOR MEASUREMENT.

2. DIMENSIONS ARE TAKEN FROM CENTERLINE OF STRUCTURE, FACE OF MASONRY OR FINISHED FACE OF PARTITIONS UNO.

3. REFERENCE COVER SHEET FOR SYMBOLS LEGEND


NEW CONSTRUCTION

06A5.01

05A5.01

A4.01

14

A4.0117

A4.01

13

A4.0109

A4.0105

A4.01

10

02A5.01

01A5.01

10' - 1 9/16" 6' - 2"

3' - 0 1/4"

51' - 5 3/4"

8' - 4 7/16"

25' - 4"

6' -

3 1

/2"

16' -

4"

111.50°

134.72°

8' -

2 1

/4"

CORRIDOR

STAIR

JAMBA JUICE

DINING HALL

ENTRANCE VESTIBULE

11' -

2"

A6.0111

A6.0107

A6.0115

A6.0114

A6.0113

A6.0110

A6.0109

A6.0101

A6.0102

A6.0218

SNOW PLOW GUARD

7"

7"

21' - 4"

06A5.01

05A5.01

13A5.01

A4.01

14

A4.0117

A4.01

13

A4.0109

A4.0105

A4.01 18

A4.01

10

A4.01

07

02A5.01

17A5.01

01A5.01

09A5.01

A4.01

15

A4.0111

7' - 9"

17' - 5 1/4"

8' -

2 1

/4"

STAIRLOBBY

ENTRY

OUTDOORATRIUM

OUTDOOR MEZZANINE

A6.0219

A6.0211

A6.0203

A6.0210

A6.0202

WALL MOUNTED STAINLESS STEEL GUARDRAIL

EXISTING RAILING

A4.01 18 A4.0103

17A5.01

09A5.01

16A5.01

11' -

8 1

/2"

8' - 6 7/8"

A4.01

07

A6.0219

SIM.

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6:19

PM

PARTIAL FLOORPLANS

A1.01

3001.19.03 / 09.303.201




FLOOR PLAN NOTES

WALL TYPE LEGEND

0' 4' 8' 16' 32'1/8" = 1'-0"

PARTIAL FIRST FLOOR PLAN05

1/8" = 1'-0"

PARTIAL SECOND FLOOR PLAN06

1/8" = 1'-0"

PARTIAL ROOF PLAN11

04.2

9.21

D06

A5.01

FF EE02

A5.01

SNOWPLOW GUARD

EQ EQ EQ 7"

18' - 0" 3' - 11"

EXISTING GLASS GUARDRAIL

EQ EQ EQ

11' - 9"

EXISTING GLASS GUARDRAIL

LEVEL 010"

LEVEL 0214' - 0"

01A5.01

EXISTING STAIR LANDING

EXISTING ROOF

4443

ROOF34' - 2"

13A5.01

16A5.01

ROOFLINE OF BUILDING 30

LEVEL 010"

LEVEL 0214' - 0"

05A5.01

EXISTING STRUCTURAL GLAZED CURTAINWALL

FORMED METAL PANEL -PROFILE W-12

EXISTING STRUCTURAL GLAZED ALUMINUM WINDOWS

LEVEL 0214' - 0"

EF09

A5.01 4 316A5.01

D

06A5.01

13A5.01

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

12"

WINDOW LEVEL

2"17

' - 0

"3'

- 0

"14

' - 0

"

ROOF

34' - 2"

PARAPET

LEVEL 02

14' - 0"

LEVEL 01

0' - 0"

WINDOW LEVEL

WINDOW LEVEL

WINDOW LEVEL

WINDOW LEVEL

WINDOW LEVEL

WINDOW LEVEL

TRANSOM GLAZING LEVEL

1' -

0"

162.0

0°

1 1/2"

1. COORDINATE VERTICAL PANEL SEAMING LOCATIONS WITH ARCHITECT DURING SHOP DRAWING PROCESS.

2. HORIZONTAL JOINT LAYOUT TO COORDINATE WITH EXISTING WINDOW LOCATIONS TO MINIMIZE PANEL NOTCHING. SEE KEY BELOW FOR PROPOSED LAYOUT.

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55 P

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ELEVATIONS

A4.01

3001.19.03 / 09.303.201




1/4" = 1'-0"

ELEVATION14

1/4" = 1'-0"

ELEVATION17 1/4" = 1'-0"

ELEVATION13 1/4" = 1'-0"

ELEVATION09 1/4" = 1'-0"

ELEVATION05

1/4" = 1'-0"

ELEVATION18 1/4" = 1'-0"

ELEVATION10

1/4" = 1'-0"

ELEVATION07

1/4" = 1'-0"

ELEVATION03

1/4" = 1'-0"

ELEVATION15 1/4" = 1'-0"

ELEVATION11

1/4" = 1'-0"

METAL PANEL KEY02

3" = 1'-0"

W-12 PROFILE01

GENERAL ELEVATION NOTES

04.2

9.21

OVERLAP EXISTING PARAPET CAP TO CREATE WATERTIGHT

EXISTING EXPANSION JOINT WILL BE RE-USED. PROTECT DURING TILE REMOVAL

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55:0

8 PM

AXONOMETRIC

A5.00

3001.19.03 / 09.303.201




AXONOMETRIC VIEW01

04.2

9.21

A6.0315

SIM.

A6.0305

SIM.

A6.0317

SIM.

A6.0315

A6.0305

SIM.

A6.0309

SIM.

A6.0310

A6.0309

SIM.

A6.0319

A6.0318

A6.0318

SIM.

A6.0317

A6.0314

A6.0313

LEVEL 010"

LEVEL 0214' - 0"

A6.0302

A6.0317

SIM.

A6.0303

A6.0306

A6.0305

A6.0309

SIM.

A6.0311

A6.0310

SIM.


NEW CONSTRUCTION

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03:1

8 A

M

WALL SECTIONS

A5.01

3001.19.03 / 09.303.201




1/2" = 1'-0"

WALL SECTION061/2" = 1'-0"


WALL SECTION17 1/2" = 1'-0"




WALL SECTION09

1/2" = 1'-0"

WALL SECTION16

WALL TYPE LEGEND

04.2

9.21

A6.0411 A6.04

10

A6.0410

A6.0410

A6.0410

1/2"

1/4"

PRE-FORMED METAL FLASHING/TRIM TO

MATCH PANEL FINISH

SCHEDULED PRE-FORMED METAL PANEL

1/2" DEEP 16GA SUBGIRT @ 2'-0" O.C. MIN.

AIR & WATER RESISTIVE BARRIER

COATING

CONT SEALANT AND BACKER ROD

EXISTING CMU WALL

A6.0406

A6.0406

1/2"

1/4"

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8 A

M

EXTERIOR DETAILS

A6.01

3001.19.03 / 09.303.201




3" = 1'-0"

PLAN DETAIL11 3" = 1'-0"

PLAN DETAIL033" = 1'-0"

PLAN DETAIL15

3" = 1'-0"

PLAN DETAIL14

3" = 1'-0"

PLAN DETAIL13

3" = 1'-0"

PLAN DETAIL10

3" = 1'-0"


PLAN DETAIL01

3" = 1'-0"

PLAN DETAIL02

04.2

9.21

1/4"

1/2"

PRE-FORMED METAL FLASHING/TRIM TO MATCH PANEL FINISH



AIR & WATER RESISTIVE BARRIER COATING


EXISTING CMU WALL

1/4"

1/4"


MATCH PANEL FINISH




COATING


EXISTING ALUMINUM CLADDING

EXISTING CMU WALL

1/4"

1/2"

A6.0407

45.00°

1/4"


MATCH PANEL FINISH




COATING


EXISTING CMU WALL

A6.0406

1/4"

1/4"





EXISTING CMU WALL

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9 A

M

EXTERIOR DETAILS

A6.02

3001.19.03 / 09.303.201




3" = 1'-0"

PLAN DETAIL18

3" = 1'-0"


PLAN DETAIL03

3" = 1'-0"

PLAN DETAIL02

3" = 1'-0"

PLAN DETAIL19

3" = 1'-0"

PLAN DETAIL10

04.2

9.21

1/2"

CONT. CLEAT



TAPCON ANCHORS



EXISTING FLASHING AND COUNTERFLASHING SYSTEM

EXISTING THERMOPLASTIC ROOFING SYSTEM




CONT. CLEAT


TAPCON ANCHORS

NEW STRUCTURAL SILICONE SEALANT

A6.0403

SIM.

1/2"

EXISTING PEDESTAL PAVERS. REMOVE AS REQUIRED TO ACCOMPLISH NEW WORK AND RE-INSTALL





TAPCON ANCHORS


1/2"

CONT. CLEAT



TAPCON ANCHORS



RE-ATTACH EXISTING TRIM


CONT. CLEAT





EXISTING GLASS RAILING

3"

3"

1' -

6"

316 STAINLESS STEEL SNOW PLOW RAIL. 3" X .250 THICK

316 STAINLESS STEEL BASE PLATE 1/2" TH. X 8"DIAM

5/8" EXPANSION ANCHORS

EXISTING S.O.G.

1/2"

A6.0405

PRE-FORMED METAL PARAPET CAP TO MATCH PANEL FINISH

EXISTING ROOFING MEMBRANE EXTENDS UP PARAPET WALL-OVERLAP WITH AWB

1/2"

EXISTING EXPANSION JOINT SYSTEM

EXISTING CMU WALL


CONT. CLEAT



MATCH PANEL FINISH

TAPCON ANCHORS



EXISTING ALUMINUM CURTAINWALL SYSTEM


CONT. CLEAT



TAPCON ANCHORS



EXISTING SHIM

EXISTING WALL

OVERLAP WITH EXISTING AWB

A6.0402

SIM.

A6.0401

SIM.

RE-ATTACH EXISTING RAILING

EXISTING WOOD BLOCKING

PROVIDE STAINLESS STEEL STAND-OFFS EQUAL TO SIZE OF EXISTING RAILING PLATE

PRE-FORMED METAL PARAPET CAP TO MATCH PANEL FINISH

1/2"

A6.0405

A6.0403

SIM.

1/2"

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:02:

31 A

M

EXTERIOR DETAILS

A6.03

3001.19.03 / 09.303.201




3" = 1'-0"

SECTION DETAIL06

3" = 1'-0"

SECTION DETAIL05

3" = 1'-0"

SECTION DETAIL11

3" = 1'-0"

SECTION DETAIL14

3" = 1'-0"

SECTION DETAIL13

3" = 1'-0"

SECTION DETAIL10

3" = 1'-0"

SECTION DETAIL09

3" = 1'-0"

SECTION DETAIL19

3" = 1'-0"

SECTION DETAIL18

3" = 1'-0"

SECTION DETAIL15

3" = 1'-0"

SECTION DETAIL02

3" = 1'-0"

SECTION DETAIL17

3" = 1'-0"

SECTION DETAIL03

04.2

9.21




CONT. CLEAT


MATCH PANEL FINISH

TAPCON ANCHORS


EXISTING DECK

RETURN AWB

1/2"





TAPCON ANCHORS



1/2"

1/2"

CONTINUOUS CLEAT

FORMED METAL PANEL RETURN

EXISTING SHIM

EXISTING WALL


1 3/4"

1 3/

4"



CONT. CLEAT



TAPCON ANCHORS



2"

EXISTING SHIM

EXISTING WALL





1/4"

1/4"

EXISTING EXPANSION JOINT ASSEMBLY







1/4"1/4"

EXISTING CMU WALL

EXISTING SHIM


TAPCON ANCHORS

1/4"

1/4"

1/4"

1/4"


MATCH PANEL FINISH




COATING


COATING

PRE-FORMED METAL FLASHING/TRIM TO MATCH

PANEL FINISH


1/2" DEEP 16GA SUBGIRT @ 2'-0"

O.C. MIN.

EXISTING CMU WALL

1/4"

1/4"1/4"

1/4"

TAPCON ANCHORS45.00°

1/8"

SCHEDULED PRE-FORMEDMETAL PANEL

1/2" DEEP 16GA SUBGIRT @ 2'-0"

O.C. MIN

EXISTING CMU WALL


INS

TALL

PA

NEL

S T

OP

TO B

OTT

OM

TYP. CLIP ATTACHMENT

NEGATIVE PRESSURE CLIPINDIVIDUAL OR CONTINUOUS

1/8"

± A

LLO

WA

NC

E FO

R M

OVE

MEN

T

SPLICE PLATE

SPLICE PLATE INSTALLEDUNDER PANEL

F.S.

SPLICE PLATE INSTALLEDUNDER PANEL

BUTYL SEAL BEHINDPANEL (TYP) & TOP

OF PLATE

POP RIVETS AS REQUIRED

F.S.

.

1/8" SPACE BETWEEN PANELS

12" NOMINAL COVERAGE

12"

(*) PER FIELD CONDITIONSNOTE: (NBM) = NOT BY MORIN

"A"

"A"

2 1/2" MIN.

21 _ 2"

MIN

.

OVE

RLA

P

SEAL PERIMETERW/POLYURETHANE

SEALANT

FLAT FLASH

RIVET

SEAL PERIMETER W/NON-CURING SEALANT BETWEEN PANEL AND FLASHING

TYP. BOTH

SIDES

SECTION "B"-"B"

SECTION "A"-"A"

FLAT FLASHING

PANEL FASTENER ORRIVET & SEALANT

PANEL FACE

PANEL FACE

FLAT FLASHING

"B"

"B"

FOAM CLOSURE

METAL & FOAM CLOSURESET IN SEALANT

PANEL FASTENER ORRIVET & SEALANT

METAL & FOAM CLOSURESET IN SEALANT

1/2"



TAPCON ANCHORS


CONTINUOUS CLEAT

FORMED METAL PANEL RETURN



EXISTING CMU WALL

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1:16

AM

EXTERIOR DETAILS

A6.04

3001.19.03 / 09.303.201




6" = 1'-0"

TYPICAL TERMINATION AT DECK03

6" = 1'-0"

TYPICAL OPENING HEAD02

6" = 1'-0"

TYPICAL OPENING SILL01

6" = 1'-0"

EXPANSION JOINT11

6" = 1'-0"

TYPICAL OPENING JAMB10 6" = 1'-0"

TYPICAL OUTSIDE CORNER06

6" = 1'-0"

TYPICAL SPLAYED CORNER07

6" = 1'-0"

TYPICAL SIDE STITCH DETAIL09

3" = 1'-0"

PRE-FORMED METAL PANEL ASSEMBLY18

3" = 1'-0"

SPLICE PLATE ASSEMBLY19

3" = 1'-0"

PENETRATION DETAIL17 6" = 1'-0"

TYPICAL OUTSIDE SILL05

04.2

9.21

[UNION] EXTERIOR TILE REPLACEMENT

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