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DIGNITY HEALTHST. JOSEPH'S HOSPITAL AND MEDICAL CENTER350 WEST THOMAS ROADPHOENIX, ARIZONA 85001-2071

© 2017 HKS, INC.

OWNER

ARCHITECT

PROJECT NO. 21321.000ISSUE DATE 10 AUGUST 2017

ISSUE FOR PERMIT

HKS, INC.821 NORTH CENTRAL AVENUEPHOENIX, ARIZONA 85004-2004

MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEER

DHE ENGINEERING3300 N CENTRAL AVE3300 TOWER, SUITE 1520PHOENIX, ARIZONA 85012

HKS, INC.821 NORTH CENTRAL AVENUEPHOENIX, ARIZONA 85004-2004

Dign

ity H

ealth

ZAP

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ICA

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HKS

PR

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CT

NO

. 213

21.0

00IS

SUE

FOR

PER

MIT

STRUCTURAL

ZAP SURGICAL RENOVATIONST. JOSEPH'S HOSPITAL AND MEDICAL CENTER

N Centra

l Ave

N 1st

Pl

Morris

Dr

5th St

3rd St

N 4th Ave

N 6th Ave

N 7th AVe

N 8th Ave

N 9th Ave

15th Ave

11th Ave

N 3rd Ave

N 1st

Ave

N 5th Ave

PROJECT LOCATION

E Vernon Ave

E Hoover AveE Oak St

E Ashland Ave

E Woodward Dr

W Cambridge Ave

W Virginia Ave

W Wilshire Dr

W Lewis Ave

W Vernon Ave

W Encanto Blvd

Encanto Park

E Vernon AveE Thomas Rd

E Roanoke Ave

E Virginia Cir

E Virginia Ave

W Windsor Ave

W Edgemont Ave

W Flower St

Park CentralMall

E Earll DrW Earll Dr

E Catalina Dr

E Verde LnW Merrell St

DRAWING ABBREVIATIONS BUILDING SUMMARYLEGENDAAB ANCHOR BOLTAD AREA DRAINAC AIR CONDITIONINGACT ACOUSTICAL CEILING TILEADD ADDENDUMADD'L ADDITIONALADJ ADJACENTAFF ABOVE FINISHED FLOORAGGR AGGREGATEAL ALUM ALUMINUMALT ALTERNATEANOD ANODIZEDAPPROX APPROXIMATEARCH ARCHITECTURAL

BB.M. BENCH MARKBD BOARDBETW BETWEENBF BACKFACEBG BUMPER GUARDBL BED LOCATORBL BUILDING LINEBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBR BUMPER RAILBRG BEARINGBSMT BASEMENTBU ROD BACK-UP RODBUR BUILT-UP ROOFBW BEARING WALL

CC COMPACT PARKING SPACECDR CARD READERCEM CEMENTCER CERAMICCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCJ CONSTRUCTION JOINTCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCOMM COMMUNICATIONSCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECPE CHLORINATED POLYETHYLENECOOR CORRIDORCR COLD ROLLEDCR CRASH RAILCSK COUNTERSUNKCT CERAMIC TILECTD CENTEREDCTR CENTERCW CURTAIN WALL

DD DEPTHDBA DEFORMED BAR ANCHORDET DETAILDIA DIAMETERDIAPH DIAPHRAGMDIM DIMENSIONDJ DEFLECTION JOINTDL DEAD LOADDN DOWNDRG DRAWINGDS DOWN SPOUTDWGS DRAWINGSDWLS DOWELS

EEA EACHEF EACH FACEEIFS EXTERIOR INSULATION AND

FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEV ELEVATOREOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTESC ESCALATOREW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP BLT EXPANSION BOLTEXT EXTERIOR

FFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHERCABINETFF FINISH FLOORFHC FIRE HOSE CABINETFIB FIBERGLASSFIN FINISHFLR FLOORFS FAR SIDEFT FOOTFTG FOOTINGFV FIELD VERIFYFVC FIRE VALVE CABINET

GGA GAUGEGALV GALVANIZEDGB GRADE BEAMGEN GENERALGFRC GLASS-FIBER REINFORCED

CONCRETEGI GALVANIZED IRONGL GLASSGM GLAZED MASONRY UNITGND GROUNDGR GRADEGRG GLASS-REINFORCEDGYPSUMGYP BD GYPSUM BOARD

HHB HOSE BIBHDW HARDWAREHDWD HARDWOODHK HOOKHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHS HEADED STUDHSKP HOUSEKEEPINGHT HEIGHTHW HAND WASH

IIBC INTERNATIONAL BUILDING

CODEID INSIDE DIAMETERINSUL INSULATIONINT INTERIOR

J

KK KIPS (1000 LB)KO KNOCK-OUTKP KICKPLATEKPD KEYPADKSF KIPS PER SQUARE FOOT

LL ANGLELAV LAVATORYLG LONGLKB LOCKABLELL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLP LOW POINTLT LIGHTLWC LIGHTWEIGHT CONCRETE

MMAS MASONRYMAT'L MATERIALMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMEP MECHANICAL, ELECTRICAL

AND PLUMBINGMFG MANUFACTURERMGO MEDICAL GAS OUTLETMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMOB MEDICAL OFFICE BUILDINGMOD BIT MODIFIED BITUMENMOD MODIFIEDMSL MEAN SEA LEVELMTL METAL

NNA NOT AVAILABLENIC NOT IN CONTRACTNOA NOTICE OF ACCEPTANCEBY FLORIDA GOVERNING

AUTHORITYNOM NOMINALNS NEAR SIDENTS NOT TO SCALENWC NORMAL WEIGHTCONCRETE

OOA OVER ALLOC ON CENTEROD OUTSIDE DIAMETEROD OVERFLOW DRAINOFCI OWNER FURNISHED,

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER

INSTALLEDOH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOSF OUTSIDE FACE

PP LAM PLASTIC LAMINATEPC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPCP PORTLAND CEMENT

PLASTERPENT PENTHOUSEPL PROPERTY LINEPL PLATEPLUMB PLUMBINGPLYWD PLYWOODPP PUSH PLATEPOL POLISHEDPORT CEM PORTLAND CEMENTPR PAIRPREFAB PREFABRICATEDPSF POUNDS PER SQUAREFOOTPSI POUNDS PER SQUARE INCHPT POINTPT PNEUMATIC TUBEPTD PAINTED

RR RISERRAD RADIUSRAF RUBBERIZED ASPHALT

FLASHINGRAM RUBBERIZED ASPHALT

MEMBRANERAU RUBBERIZED ASPHALT

UNDERLAYMENTRCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARRECP RECEPTACLEREF REFER OR REFERENCEREINF REINFORCINGRELOC RELOCATE/RELOCATEDREQ'D REQUIREDRFVC RECESSED FIRE VALVE

CABINETRM ROOMRO ROUGH OPENING

SAB SOUND ATTENUATION BLANKET

SBC STANDARD BUILDING CODESCHED SCHEDULESDL SUPERIMPOSED DEADLOADSECT SECTIONS/H SINGLE HUNGSHWR SHOWERSIM SIMILARSO STRUCTURAL OPENINGSOG SLAB ON GRADESP STAND PIPESPA SPACE, SPACINGSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSF SOLID SURFACESTA STATIONSTC SOUND TRANSMISSION

CLASSSTD STANDARDSTIFF STIFFENERSTIR STIRRUPSTL STEELSTRUC STRUCTURALSYM SYMMETRICALSYS SYSTEM

S

TT TREADT&B TOP AND BOTTOMTC TOP OF CURBTEL TELEPHONETEMP TEMPERATURETHK THICKTLT TOILETTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOP TOP OF PARAPETTOS TOP OF SLABTOSTL TOP OF STEELTRSH CH TRASH CHUTETW TOP OF WALLTYP TYPICAL

UU/C UNDER COUNTERU/G UNDERGROUNDUNO UNLESS NOTED OTHERWISE

VAR VARIESVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVWC VINYL WALL COVERING

V

W/ WITHW/C WHEEL CHAIRW/O WITHOUTW WIDTHWP WATERPROOF(ING)WD WOODWF WIDE FLANGEWL WIND LOADWP WORK POINTWPO WORK POINT - POINT OF

ORIGINWP1 WORK POINT - NUMBEREDWWF WELDED WIRE FABRIC

W

ROOM NAMEXXXXX

X

X

1

A0.XX

X

A3

A3

ROOM NAME/NUMBER

EXISTING COLUMNCENTERLINE

COLUMN CENTERLINE

ACCESSORY

DEMOLITION NUMBEREDNOTES

BUILDING WALLSECTION

ELEVATION

SECTION DETAIL

PLAN, BLOW-UP DETAIL

INTERIOR ELEVATIONINDICATOR

DIRECTION INDICATOR

PARTITION TYPE WITH NOSOUND ATTENUATION

PARTITION TYPE WITHSOUND ATTENUATION

CMU WALL

NEW WALL

EXISTING WALL

DEMO WALL

1 HOUR FIRE WALL

2 HOUR FIRE WALL

3 HOUR FIRE WALL

4 HOUR FIRE WALL

NON-RATED SMOKE WALL

1 HOUR SMOKE WALL

2 HOUR SMOKE WALL

1 HOUR SHAFT WALL

2 HOUR SHAFT WALL

DRAWING SYMBOLS

CEILING SYMBOLS

BUILDING EXPANSIONJOINT

GYP BD CEILING

SUPPLY AIR

RETURN AIR

ACCESS PANEL

FLUORESCENT LIGHT

WALL MOUNTEDFLUORESCENT FIXTURE

EXIT SIGNS - HATCHINDICATES EXIT TEXT ANDARROW INDICATESDIRECTION

SMOKE DETECTOR

WALL WASHER

PENDANT TYPE LIGHTFIXTURE

WALL MOUNTED LIGHTFIXTURE

DOWNLIGHT

STRIP LIGHT

SPEAKER

MEDICAL GAS

MEDICAL EQUIPMENT

CORNER GUARDS

CRASH RAIL

BUMPER RAIL

HAND RAIL

BED LOCATOR

WALL PROTECTION

IV TRACK

CUBICLE CURTAIN TRACK

EDGE OF SLAB

FACE OF BUILDING

PROJECT INFORMATIONPROJECT NAME: ZAP SURGICAL RENOVATION

ADDRESS: 350 WEST THOMAS ROAD, PHOENIX AZ, 85001

PROPOSED USE: RADIOSURGERY

OWNER-CONTACT PERSON: ROBERT SAMPSON

PHONE: (602) 462-0966

APPLICABLE CODES- BUILDING CODE: 2012 International Building Code

Phoenix Ammendments to IBC

- MECHANICAL: 2012 International Mechanical CodePhoenix Amendments to IMC

- PLUMBING: 2012 International Plumbing Code Phoenix Amendments

- ELECTRICAL: 2011 National Electrical Code/NFPA-70 Phoenix Amendments

- LIFE SAFETY: 2006 NFPA 101 Life Safety Code

- ACCESSIBILITY: 1994 ADAAG/2003 ICC/ANSI A117.1-2003

- ENERGY CODE: 2010 International Energy Conservation CodePhoenix Amendments to IECC

- SIGN CODE: Phoenix Zoning

- FIRE CODE: 2012 International Fire CodePhoenix Amendments to IFC

BUILDING PLANNINGOCCUPANCY: I-2

MIXED OCCUPANCY? YES / NO

REQUIRED FIRE SEPARATION: NO

TYPE OF CONSTRUCTIONCONSTRUCTION TYPE: 1A FULLY SPRINKLERD (EXISTING)

FIRE PROTECTION SYSTEMS- FIRE EXTINGUISHING SYSTEM: YES / NO

- STANDPIPE SYSTEM: YES / NO

- SMOKE CONTROL: YES / NO

TYPE: FULLY SPRINIKLERED IN ACCORD WITH NFPA 1.3

CLASS: 1

FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULEITEM REQ'D RATING / HR UL/FM # WHERE APPLICABLE

- EXTERIOR WALLS: LOAD BEARING

- NON-LOAD BEARING

- FIRE/PARTY WALLS

- SHAFTS

- TENANT SEPARATION

- INTERIOR WALL: LOAD BEARING

- NON-LOAD BEARING

- COLUMNS

- BEAMS

- FLOOR/CEILING

- ROOF/CEILING

N/A - 3 HOUR X

N/A X

N/A X

N/A X

N/A X

N/A - 2 HOUR * X

NOT RATED X

2 HOUR* X

2 HOUR* X

2 HOUR X

1 1/2 HOUR X

FIRE PROOFING NOTES1. ALL FIRE RESISTIVE RATINGS ARE ASSUMED TO BE THERMALLY UNRESTRAINED.

2. ALL BEAMS AND COLUMNS SHALL BE ADJUSTED USING W/D OR A/P RATIOS TO DETERMINE THECORRECT FIREPROOFING THICKNESS.

SD

01

001

+9'-0" CEILING HEIGHT

S

EXHAUST AIR

CR - 3

BG

HR

A0.XX

01

SUSPENDED LIGHT

SUSPENDEDFLUORESCENT LIGHT

CHANDELIER

PROJECTOR

A0.XX

01

A0.XX

BL

INDEX OF DRAWINGS

NUMBERING SYSTEM:

A2.10/01

DISCIPLINE:A - ARCHITECTURES - STRUCTURALM - MECHANICALE - ELECTRICALP - PLUMBING

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

NUMBER OF PLAN, DETAIL, ETC.ON SHEET

* IBC 2006 TABLE 601 NOTE b: ROOF SUPPORTS, STURCTURAL FRAME, ARE PERMITTED TO BE REDUCED BY 1HOUR WHERE SUPPORTING A ROOF ONLY.

VICITY MAP

ARIZONA DEPARTMENT OF HEALTH SERVICES APPLICABLE CODES

2010 Guidelines for Design and Construction of Health CareFacilities Current editions of Arizona Revised Statues (A.R.S.)and Arizona Administrative Code (A.A.C.)

2012 International Buidling Code (IBC)2012 International Mechanical Code (IMC)2012 International Plumbing Code (IPC)2009 ICC/ANSI A117.12012 International Fire Code (IFC)2012 International Fuel Gas Code (IFGC)

2012 National Fire Code (NFC) - 2012 NFPA 70 National Electical Code (NEC) - 2012 Supplements - 2012 NFPA 101 Life Safety Code

NOTE: THESE CODES ARE CURRENTLY ADOPTED BY THEARIZONA DEPARTMENT OF HEALTH SERVICES (ADHS), ANDARE REQUIRED TO BE IDENTIFIED AND COMPLIED WITHWHERE APPLICABLE - THE MOST RESTRICTIVE OF ALLAPPLICABLE CODES LISTED FOR THE CITY OF PHOENIX ANDSTATE OF ARIZONA GOVERN.

AREA UNDERCONSTRUCTION AT TIME OFSURVEY


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HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

ISSUE

© 2017 HKS, INC.

KEY PLAN

PROJECTLOCATION

HKS, INC.

PHOENIX, AZ 85004

ARCHITECT

821 NORTH CENTRAL AVENUE

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CEN

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DHE ENGINEERING

MEP ENGINEER

3300 N CENTRAL AVE

STRUCTURAL ENGINEER

3300 TOWER, SUITE 1520

DIGNITY HEALTH

350 WEST THOMAS ROAD

OWNER

ST. JOSEPH'S HOSPITAL AND MEDICAL CENTER

PHOENIX, ARIZONA 85001-2071

PHOENIX, ARIZONA 85012

HKS, INC.

PHOENIX, AZ 85004821 NORTH CENTRAL AVENUE

8/16

/201

7 9:

57:1

1 AM

A0.01

PROJECTINFORMATION

10 AUGUST 2017

21321.000

ISSUE FOR PERMIT

2.7.

0.20

1606

20

NO. DESCRIPTION DATE

INDEX OF DRAWINGS

SHEETNUMBER SHEET NAME 08

/10/

2017

- IS

SUE

FOR

PERM

IT

ARCHITECTUREA0.00 COVER •A0.01 PROJECT INFORMATION •AD.01 DEMO FOUNDATION PLAN •A2.00 FLOOR PLAN •

STRUCTURALS1.0 SECTIONS AND DETAILS •S1.1 GENERAL NOTES, FRAMING PLANS, AND DETAILS •

ELECTRICALE001 ELECTRICAL SYMBOLS AND LEGEND •E101 ELECTRICAL POWER PLANS - FIRST LEVEL •

PROJECT LOCATION

PLANTER

WAITING

PATTLT

PREPROOM #3

BUSINESSOFFICE

EVS

12' -

0"EXISTING PLANTER

HEIGHT 4'-3"

DEMO PART OF WALL FORNEW KNOCKOUT PANEL,REFER TO STRUCTURALDRAWINGS FOR DETAILS

EXIST. ELEC.PANELS TOREMAIN

PROJECT SCOPE

03

02

01 01

0101

02 02

04

04

REMOVE PORTION OF SHEARWALL TO ACCEPT NEWDOOR. SEE STRUCTURALDRAWINGS FOR DETAILING.

01

01

06

06

06

06

EXIST. NEW

EXIST. NEW

REMOVE RAISED ACCESSFLOORING, INFILL FLOORDEPRESSION

REMOVE EXISTINGEQUIPMENT

REMOVE RAISED ACCESSFLOORING, INFILL FLOORDEPRESSION

01

01

REMOVE GRAVEL ANDRETAINING WALLS, INFILLFLOOR DEPRESSION

LOWRETAININGWALL

LOWRETAININGWALL

EXISTING KNOCKOUT PANEL8'-0" WIDE X 9'-0" HIGH

07

07

07

07

07

REMOVE RF COPPERPANEL FLOORING SYSTEM

12' - 0" 14' - 0"

9' -

0"

REMOVE EXISTING12'-0" x 10'-0" x 18" DEEPCONCRETE PAD ASNEEDED FOR NEW PIT

KEYED DEMOLITIONNOTES

ITEMS SHOWN DASHEDTO BE DEMOLISHED

DEMOLITION KEYNOTES

01

02

REMOVE WALL(S) (SHOWN DASHED) IN ITS ENTIRETYINCLUDING ALL RF COPPER SHIELDING, ELECTRICAL,DATA, NURSE CALL DEVICES, AND MEDICAL GASOUTLETS (AS APPLICABLE).

REMOVE DOOR, HARDWARE, AND FRAME IN ITSENTIRETY.

REMOVE WINDOW AND FRAME IN ITS ENTIRETY.

REMOVE ALL CASEWORK IN ITS ENTIRETY.

REMOVE CEILING, SOFFITS, AND ALL FIXTURES.

REMOVE FLOOR FINISH IN IT'S ENTIRETY, CLEAN ANDPREPARE FLOOR SUBSTRATE FOR NEW FLOOR.

REMOVE EXISTING RF COPPER SHIELDING, EXISTINGPARENT WALL TO REMAIN.

03

04

05

06

01

SYMBOL LEGEND

A. EXISTING CONSTRUCTION TO BE REMOVED ISINDICATED ON THE DRAWINGS; COORDINATE DEMOLITIONWITH ARCHITECTURAL DRAWINGS AND REQUIREMENTSSHOWN ON ALL MECHANICAL, PLUMBING, ELECTRICAL, ANDSTRUCTURAL.

B. DEMOLITION SHALL BE LIMITED TO THE AREADESCRIBED ON THE DEMOLITION PLAN. COORDINATEEXTENT OF ALL DEMOLITION WITH FLOOR PLANS ANDOTHER CONSTRUCTION DOCUMENTS. CONTRACTOR SHALLPROVIDE ALL DEMOLITION AS REQUIRED FOR NEWCONSTRUCTION, REFER TO CONSTRUCTION DOCUMENTSAND SPECIFICATIONS FOR EXTENT OF NEWCONSTRUCTIONS.

C. CONTRACTOR SHALL NOTIFY THE ARCHITECTIMMEDIATELY UPON THE DISCOVERY OF ANY UNKNOWN ORUNUSUAL CONDITIONS THAT CONFLICTS BETWEEN EXISTINGCONDITIONS & NEW CONSTRUCTION PRIOR TO PROCEEDINGWITH WORK, OR IF THERE IS A QUESTION ON A SPECIFICITEM.

D. ERECT AND MAINTAIN TEMPORARY PARTITIONS ASREQUIRED TO PREVENT THE SPREAD OF DUST, DEBRIS,ODORS, AND NOISE. COMPLY WITH HOSPITAL INFECTIONCONTROL POLICY, IN ACCORDANCE WITH PHD INFECTIONCONTROL PROTOCAL.

E. PROTECT EXISTING MATERIALS AND EQUIPMENT WHICHARE NOT TO BE DEMOLISHED. CONTRACTOR TO PROTECTFROM DAMAGE ALL EXISTING FLOORS, WALLS, CEILINGS,ETC. CONTRACTOR IS RESPONSIBLE FOR REPAIR ANDREPLACEMENT OF ALL DAMAGED FLOORING, WALLS,CEILINGS, ETC. IF AREAS NEED TO BE REPAIRED, FINISHESARE TO MATCH EXISTING.

DEMOLITION GENERAL NOTES

07

12' -

0"

PROJECT SCOPE

05

05

05

05

EXIST. NEW

EXIST. NEW

05

05

05

EXISTING ROOF OVERHANG

EXISTING EXTERIOR COLUMN



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HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

ISSUE

© 2017 HKS, INC.

KEY PLAN

PROJECTLOCATION

HKS, INC.

PHOENIX, AZ 85004

ARCHITECT


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MEP ENGINEER

3300 N CENTRAL AVE

STRUCTURAL ENGINEER


DIGNITY HEALTH


OWNER




HKS, INC.


8/16

/201

7 9:

56:3

7 AM

AD.01

DEMOFOUNDATIONPLAN

10 AUGUST 2017

21321.000

ISSUE FOR PERMIT

2.7.

0.20

1606

20

NO. DESCRIPTION DATE 1/4" = 1'-0"01 FIRST LEVEL - DEMO PLAN

1/4" = 1'-0"02 FIRST LEVEL - DEMO REFLECTED CEILING PLAN

PLANTER

WAITING

PATTLT

PREPROOM #3

BUSINESSOFFICE

EVS

12' -

0"EXISTING PLANTER

HEIGHT 4'-3"

12'-0" KNOCKOUT PANELGLAZING SYSTEM

EXIST. ELEC.PANELS TOREMAIN

PROJECT SCOPE

AUXROOM

111

ZAP110

ZAP-XSYSTEM

PATIENTENTRY

6" CONDUIT

PIT WITHRAISEDFLOOR

OPERATORCONSOLE

4" CONDUIT

6" CONDUIT6" CONDUIT

POWER WATER

AIR

7' -

11 3

/8"

EXIST. NEW

12' - 0"

ALIG

N

114

FUTURE112

VIEWING114

4" CONDUIT

6" CONDUIT

STORAGE113

8' - 0" 5' - 9 1/2"

16' -

0"

4' -

8"

FLOOR PLAN GENERAL NOTES

1. REFER TO SHEET A3.01 FOR PARTITION TYPES, GRAPHIC ANDSYMBOLIC DESIGNATIONS, NOTES, AND DETAILS.

2. REFER TO SHEET A3.50 FOR MISCELLANEOUS METAL FABRICATION(MF) TYPES AND DETAILS.

3. REFER TO SHEET A3.50 FOR WALL PROTECTION TYPES AND DETAILS.

4. REFER TO SHEET A3.50 FOR DOOR INFORMATION, SCHEDULES ANDDETAILS.

5. REFER TO SHEET A3.40 FOR FINISH INFORMATION AND SCHEDULES.

6. REFER TO SHEET A3.40 FOR CASE WORK DETAILS AND INFORMATION.



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REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

ISSUE

© 2017 HKS, INC.

KEY PLAN

PROJECTLOCATION

HKS, INC.

PHOENIX, AZ 85004

ARCHITECT


PLO

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OSP

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AND

MED

ICAL

CEN

TER

DHE ENGINEERING

MEP ENGINEER

3300 N CENTRAL AVE

STRUCTURAL ENGINEER


DIGNITY HEALTH


OWNER




HKS, INC.


8/16

/201

7 9:

56:5

4 AM

A2.00

FLOOR PLAN

10 AUGUST 2017

21321.000

ISSUE FOR PERMIT

2.7.

0.20

1606

20

NO. DESCRIPTION DATE 1/4" = 1'-0"01 FIRST LEVEL - FLOOR PLAN

PLAN NOTES:

1. EXIST. STUD WALL WITH DOUBLE 2x6 DF #2 STUDS @ 16" O.C. (TYP.)2. EXIST. 20" TJI 35 x ROOF JOIST @ 24" O.C., BEARING ON THIS WALL.3. EXIST. CONTINUOUS DOUBLE 2x6 PLATE.4. EXIST. TRIPLE 2x12 HEADER - TO BE REMOVED.5. EXIST. 4x6 POST.6. FIELD VERIFY.7. EXIST. 4x6 POST & DOUBLE STUDS TO BE REMOVED AT NEW OPENING.8. EXIST. SIMPSON HD 2A BOLTED HOLDOWN TO REMAIN.9. EXIST. SIMPSON PAHD 42 HOLDOWN NAILED STRAP - TO REMAIN, U.N.O.10. ADDED GLB 5.5x12 (24f-V4) HEADER, TO BEAR ON NEW & EXIST. 4x6 POST AS SHOWN.11. SHORE ALL 20" TJI JOISTS BEARING ON WALL ABOVE & 3' OFF EITHER SIDE OF 12' WIDE OPENING.12. EXIST. 8" THICK CONC. STEM WALL ON 16"x16" CONT. FOOTING.13. EXIST. PARAPET STUDS - NOT SHOWN.14. SEE DETAIL S1.0/03 FOR ADDED HOLDOWN.15. ADDED 4x6 POST & 4 - 2x6 KING STUDS.16. NOTE: NAIL MULTIPLE STUDS TOGETHER WITH 16d @ 12" O.C. (TYP.)17. ADDED DOUBLE 2x6 @ 16".18. ADDED 3/8" PLY ENTIRE WALL BELOW ROOF JOISTS PER S1.0/02.19. NOTE: HEIGHT OF THIS EXISTING WALL TO BOTTOM OF ROOF JOISTS LESS THAN ACTUAL BY APPROX. 3'-0" - FIELD VERIFY

3' - 6" ± 12' - 0"

6

11

13

2

3

1

5

16

15

9

12

18

9REMOVE

9

S1.0/03 O.H.

10

1418

8

1

5

15

16

17

TO REMAIN

54

02

S1.0

57

19

7

68

TOTAL

8

1

46

2

3

5

7

PLAN NOTES:

1. EXIST. DOUBLE 2x6 STUDS @ 16" O.C.2. EXIST. 2x6 MUD PLATE WITH 5/8" A.B. @ 32" O.C.3. REMOVE ONE EXIST. DOUBLE STUD IN ORDER TO ATTACH NEW HOLDOWN.4. ADDED A.B.'S PER DETAIL S1.0/02.5. ADDED 4x6 POST PLUS 4 - 2x6 KING STUDS.6. 2 - 16d TOE NAILS EA. SIDE OF EACH NEW MULTIPLE STUDS (INCLUDING NEW DOUBLE STUDS & 4x6 POSTS)7. ADD SIMPSON HOLDOWN HDU5 - SDS 2.5 WITH 5/8" DIA. ALL-THREAD, EPOXIED (6" EMBED)8. ADDED 6x6 D.F. #2 WITH SIMPSON HUC 66 EACH END.9. FIELD VERIFY.

9

10

PLAN NOTES:

1. EXIST. DOUBLE 2x6 STUDS @ 16" O.C. STUD WALL2. EXIST. 20" TJI 35 x JOIST @ 24" O.C.3. EXIST. DOUBLE 2x6 CONT. PLATE4. EXIST. TJI BLOCKING.5. EXIST. 2x6 BLOCKING.6. EXIST. 1/2" PLYWOOD ROOF SHEATHING.7. EXIST. 8" THICK CONCRETE STEM WALL.8. EXIST. 4" CONC. SLAB-ON-GRADE.9. FIELD VERIFY.10. ADDED 3/8" PLYWOOD SHEATHING OVER EXIST. GYPBOARD, WITH 16 GA. x 7/16" (CROWN) STAPLES (MIN. 1" PENETRATION INTO STUDS) @ 2" O.C. ALL EDGES & 6" O.C. INTERMEDIATE. STAPLES CROWNS TO BE PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS.11. EXIST. 2x6 MUD PLATE WITH 5/8" DIA. A.B. @ 32" O.C. ADD 5/8" ALL-THREAD EPOXIED WITH SIMPSON SET-XP EPOXY (6" EMBED, @ 32" O.C. MIDWAY BETWEEN EXIST.. A.B.'S. 12. SIMPSON BP 5/8 SKT WITH 4 - SCREWS PER SIMPSON, @ EACH NEW A.B.13. SHORE ROOF JOISTS.14. ALL EXIST'G. SHEATHING EDGES HAVE BLOCKING & ARE TO BE STAPLED.

9

8

13

4

3

1

12

11

7

5 6

2

5 14

1' -

6"

1' -

2"

8"

3" CLR.

3"

CL

R.

1

4 MAX.

10

3

7

9

8

5 4

6

1

2

11

2"

CL

R.

PLAN NOTES:

1. EXIST. SOLID GROUTED 8" CMU WALL W/ #4 VERTS @ 32" O.C. & #4 CONT. AT TOP.2. EXIST. EXTERIOR SLAB-ON-GRADE.3. EXIST. RETAINED SOIL/GRAVEL - TO BE REMOVED.4. NEW SLAB-ON-GRADE PER FOUNDATION PLAN.5. #4 @ 24" O.C. W/ 2'-6" LONG HOOK INTO SLAB-ON-GRADE.6. #4 @ 12" O.C.7. CONTINUOUS 362T200-54 W/ 1/4" DIA. HILTI KWIK-CON II CONCRETE SCREWS (1 3/4" EMBED) @ 16" O.C.8. 362S162-54 STEEL STUDS @ 16" O.C.9. #10 S.D.S. (SELF - DRILLING SCREWS) EACH STUD FLANGE TO TRACK.10. 3/8" (OR 1/2") PLYWOOD W/ #10 S.D.S. @ 6" O.C. AT EDGES & @ 12" O.C. IN FIELD.11. FIELD VERIFY.

11

2

5

1

PLAN NOTES:

1. EXIST. GLB 5 1/8" x 10 1/2".2. EXIST. 16" TJI 35 x @ 24" O.C.3. FIELD VERIFY.4. EXIST. STUD FRAMING EXTENDING DOWN TO EXIST. SOFFIT, WHERE OCCURS - TO BE REMOVED.5. ADDED 362S162-54 STUDS, PER DETAIL S1.0/04.6. 3" DEEP x 16 GA. CONT. SLIP TRACK W/ MIN. 1 1/2" LONG VERTICAL SLOTTED HOLES IN VERTICAL LEGS, W/ #10 x 2" LONG WOOD SCREWS @ 12" O.C. EACH LINE TO GLB, STAGGERED.7. #10 S.D.S. (SELF-DRILLING SCREWS) TO EACH LEG OF TRACK AT EACH STUD.

3

A

7

5

4

6

1

PLAN NOTES:

1. EXIST. CONCRETE STEM WALL.2. EXIST. WALL FOOTING.3. EXIST. SLAB-ON-GRADE (DEPRESSED 18")4. #4 @ 12" O.C. EACH WAY TOP & BOTTOM.5. EXIST. RETAINED SOIL (PLANTER) - TO BE REMOVED.6. FIELD VERIFY.7. EXIST. NON-BEARING WOOD STUD WALL - TO BE REMOVED.8. NEW SLAB-ON-GRADE PER PLAN.9. EXIST. PORTION OF STEM WALL - TO BE REMOVED.

6

4"

CL

R.

2"

CL

R.

4

3

2

7

9 8 5

1

8" 8"

2"

CL

R.

3" CLR.

3"

CL

R.

3" CLR.

1' - 0"

2' -

0"

PLAN NOTES:

1. 16" CONCRETE MAT W/ #4 @ 12" O.C. EACH WAY, TOP & BOTTOM.2. SLAB-ON-GRADE PER PLAN.3. #4 @ 12" O.C., WITH STANDARD HOOK INTO MAT & EXTENDED 3'-0" INTO SLAB.4. 5 - #4 CONT. @ 12" O.C.5. ROUGHENED JOINT.6. PERMISSIBLE JOINT.

1

3 4 2

5 6

4"

CL

EA

R

EQ

UIP

ME

NT

MA

T

2"

CL

R.

2' -

0"

1' -

8"

1' - 0"

3"

CL

R.

3" CLR.

3" CLR.

2"

CL

R.

3" CLR. 3" CLR.

3"

CL

R.

PLAN NOTES:

1. 16" CONCRETE MAT W/ #4 @ 12" O.C. EACH WAY, TOP & BOTTOM.2. 12" CONC. PIT MAT W/ #4 @ 12" O.C. EACH WAY, TOP & BOTTOM.3. SLAB-ON-GRADE PER PLAN.4. #4 @ 12" O.C., WITH STANDARD HOOK INTO PIT MAT & EXTENDED 2'-0" INTO MAT.5. #4 CONT. @ 12" O.C.6. PERMISSIBLE JOINT.7. ROUGHENED JOINT.

3

1

4

43'-0" HOOK INTO

SLAB-ON-GRADE

NO HOOK

AT TOP

5

7 62

4

76

76

1' - 0"

1' -

0"

PLAN NOTES:

1. EXIST. ROOF TJI JOIST @ 24" O.C.2. EXIST. ROOF PLYWOOD.3. EXIST. SLAB-ON-GRADE4. EXIST. APPROX. 17' LONG (FULL HEIGHT) 2x6 WALL STUD @ 16" O.C. (BOTTOM APPROX. 9' LENGTH OF STUDS HAD BEEN REMOVED).5. EXIST. 8" WIDE CONCRETE STEM WALL.6. EXIST. 3x6 LEDGER WITH SIMPSON A35 @ EACH STUD.7. EXIST. 2x6 BLOCKING.8. FIELD VERIFY.9. ADD NEW APPROX. 13' HIGH 2x6 DF#2 STUD ALONGSIDE EACH STUD THAT HAD BOTTOM PORTION REMOVED, & NAIL TO EXIT. STUD WITH 16d @ 12" O.C. EACH LINE, STAGGERED.10. REPLACE REMOVED PLYWOOD & STAPLE NEW (& REMAINING) PLYWOOD PER DETAIL S1.0/02.11. 16d @ 12" O.C. EACH LINE, STAGGERED.12. ADD CONT. 2x6 MUD PLATE WITH ANCHORS PER S1.0/02, @ 16" O.C.13. ADDD 2x6 LOCKING.14. NEW PLYWOOD.

8

5

12

3

3

9

7

4

1

1

6

2

2

B

10

11

14

13

6

5

2

11

104 3 12

10

11

2

9

8619

PLAN NOTES:

1. EXIST. 2x6 STUDS @ 16" O.C.2. EXIST. DOUBLE 2x6 STUD.3. EXIST. 2x6 MUD PLATE WITH 5/8" DIA. A.B. @ 48" O.C.4. EXIST. 8" THICK CONCRETE STEM WALL ON CONTINUOUS FOOTING.5. REMOVED PORTION OF EXIST. SHEAR WALL.6. EXIST. 10" DEEP TJI JOISTS. @ 24" O.C. CONTINUOUS OVER WALL.7. FIELD VERIFY.8. EXIST. TJI JOIST BLOCKING.9. ADDED 3/8" PLYWOOD (OR OSB) ON ONE SIDE OF WALL OVER ONE LAYER OF EXIST. 5/8" GYPBOARD, WITH STAPLES, PER DETAIL S1.0/02.10. ADDED HOLDOWN PER DETAIL S1.0/03.11. REMOVED PORTION OF EXIST. 2x6 STUD & ADDED 6x6, PER DETAIL S1.0/03.12. ADDED ANCHORS, PER DETAIL S1.0/02, @ 48" O.C.

7

ARE A UN DE RCO NS T RU C TI O N A T T I M E O FSUR VE Y


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#1

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#4

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

ISSUE

© 2017 HKS, INC.

KEY PLAN

PROJECT LOCATION

HKS, INC.

PHOENIX, AZ 85004

ARCHITECT


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DHE ENGINEERING

MEP ENGINEER

3300 N CENTRAL AVE

STRUCTURAL ENGINEER


DIGNITY HEALTH


OWNER




HKS, INC.

PHOENIX, AZ 85004


8/9

/20

17 1

:49

:35

PM

S1.0

SECTIONS &

DETAILS

08/09/2017

21321.000

CONSTRUCTION

DOCUMENTS


1/4" = 1'-0"01

EXTERIOR - NORTH EXTERIOR WALL - EXIST.

8' WIDE KNOCKOUT PANEL - WIDENED TO 12' 1" = 1'-0"03ADDED HOLDOWN

1 1/2" = 1'-0"02NORTH EXTERIOR WALL SECTION

3/4" = 1'-0"04

EXIST. LOW CMU RETAINING WALL

WITH ADDED EXTERIOR METAL STUD WALL

3/4" = 1'-0"05

TOP OF NEW METAL STUD WALL

TO BOTTOM OF EXIST. GLB

1 1/2" = 1'-0"AENLARGEMENT

3/4" = 1'-0"06

INFILLING EXIST. DEPRESSED SLAB-ON-GRADE

WITH CONCRETE

3/4" = 1'-0"07

ZAP EQUIPMENT MAT

REINF. AT SLAB STEP

3/4" = 1'-0"08MAT & SLAB-ON-GRADE AT PIT

3/4" = 1'-0"09

RESTORING REMOVED PORTION

OF SHEAR WALL

1 1/2" = 1'-0"BENLARGEMENT

1/4" = 1'-0"10

ELEVATION - STRENGTHENING EXISTING INTERIOR

NON-BEARING SHEAR WALL WHICH IS TO HAVE

APPROX. 4' OF NORTH END REMOVED

srobertson

Snapshot

ldunlap

Snapshot

10

5

1

8

4

10

2

12

10

12

4

6

11

3

09

S1.0

03S1.1

08

S1.0

04

S1.0

07

S1.0

07

S1.0

07

S1.0

PLAN NOTES:

1. EXIST. 4" CONC. SLAB-ON-GRADE ON 4" ABC.2. EXIST. PLANTER AREA OUTSIDE CURVED WALL (WHICH IS TO BE REMOVED), WITH NEW SLAB-ON-GRADE.3. EXIST. WOOD STUD (TYPICALLY 2x6 @ 16") WALLS.4. NEW 5" CONCRETE SLAB-ON-GRADE ON 4" ABC WITH W6x6-W2.9xW2.9 W.W.F. AT MID-DEPTH (REMOVE EXIST. SLAB-ON-GRADE)5. EXIST. SLAB-ON-GRADE RECESSED 18", TO BE INFILLED WITH CONCRETE. REFERENCE S1.1/02.6. EXIST. SLAB RECESSED APPROX. 10", TO BE INFILLED SIMILAR TO DETAIL S1.1/02, WITH ONLY TOP LAYER OF REBAR.7. NEW 8'x16' RECESSED ZAP EQUIPMENT SUPPORT MAT TO BE COVERED WITH RAISED FLOOR BY OTHERS.8. PIT.9. FIELD VERIFY EXISTING INFO NOTED.10. HEAVY SOLID LINE INDICATES ADDED LAYER OF 3/8" PLYWOOD, STAPLED PER S1.0/02.11. INFILL DOOR OPENING AND PROVIDE NEW OPENING PER ARCH'L & DETAIL S1.1/04.12. NEW METAL STUD WALL.13. INFILLED EXIST. WALL OPENING.14. 1 1/4" THICK EMBED STEEL "H" PLATE PER DETAIL S1.1/05.15. REINFORCE THIS 16" THICK MAT PER S1.0/07 (NOTE TOP REBAR MAT TO HAVE 4" CLEAR)

02

S1.1

04

S1.1

13

14

3

10

10

S1.0

06

S1.0

01

S1.0

05

S1.0

@ TOP

715

3" CLR.

3"

CL

R.

2' - 0" MAX.

1" (TYP.)

6"

2"

CL

R.

4 55 3

2

6

1

PLAN NOTES:

1. EXIST. 4" CONCRETE SLAB-ON-GRADE ON 4" ABC. (RECESSED 18" BELOW TYPICAL FINISH FLOOR) - FIELD VERIFY2. MULTIPLE 6" DIA. CONDUITS TO BE SURROUNDED BY ABC.3. 6" THICK SLAB-ON-GRADE.4. #4 @ 12" EACH WAY - THROUGH 6" CONC. SLAB AS SHOWN.5. PERMISSIBLE JOINT.6. #4 @ 12" O.C. EACH WAY.

8"

PLAN NOTES:

1. EXIST. 4" CONCRETE SLAB-ON-GRADE ON 4" ABC. (RECESSED 18" BELOW TYPICAL FINISH FLOOR).2. 8" CONCRETE STEM WALL ON CONTINUOUS FOOTING.3. EXIST. 8" CMU, SOLID GROUTED.4. EXIST. #4 CONTINUOUS - WHICH MAY BE REMOVED.5. TOP OF EXIST. VERT. REBAR - WHICH MAY BE REMOVED.6. FIELD VERIFY.7. EXIST. NON-BEARING STUD WALL - TO BE REMOVED.8. EXIST. 8" CMU WALL - TO BE REMOVED.9. NEW CONCRETE INFILL - REINFORCED PER DETAIL S1.1/02.10. NEW SLAB-ON-GRADE PER FOUNDATION PLAN.

87

55 10

3

4

1 2

9

9

6

PLAN NOTES:

1. EXIST. 2x6 STUDS @ 16" O.C.2. EXIST. 2x6 CONT. MUD PLATE W/ 5/8" DIA. A.B. @ 32" O.C.3. EXIST. MAN DOOR TO BE INFILLED W/ 2x6 @ 16" O.C.4. EXIST. 8" THICK STEM WALL.5. EXIST. 16" WIDE x 16" CONT. FOOTING.6. SEE S1.0/03.7. NEW MAN DOOR W/ ADDED 2x8 HEADER.8. ADDED 2x6 STUD PER S1.0/09.9. ADD PLYWOOD FULL LENGTH OF WALL PER DETAIL S1.0/02. PARALLEL WITH ROOF JOISTS10. FIELD VERIFY.11. 2 - 16d EA. STUD.12. SIMPSON A35 EA. END TO STUD.13. CORE HOLES AS REQ'D. TO PASS NEW CONDUITS THRU EXIST. STEM WALL.

8

1

9

6

4

3' -

0" 7

12

A

S1.1

613

9

3

10

5

2

09

S1.0

11

16.2

19"

412

mm

53.6

40"

1362

mm

16.2

19"

412

mm

86.0

78"

2186

mm

1.500"38 mm

14.843"

377 mm

14.843"

377 mm

14.843"

377 mm

14.843"

377 mm1.500"38 mm

62.370"

1584 mm

1.5

00"

38 m

m

13.2

19"

336

mm

1.5

00"

38 m

m

29.216"

742 mm

3.938"100 mm

29.216"

742 mm

6.5

35"

166

mm

3.1

48"

80 m

m

6.5

35"

166

mm

6.693"170 mm6.693"

170 mm

5.902"150 mm

PLAN NOTES:

1. 1 1/4" THICK STEEL H PLATE (ASTM A36).2. TOTAL OF 20 - 7/8" DIA. x 12" LONG FULLY WELDED HEADED STUDS, SPACED AS SHOWN.3. TOTAL OF 24 - THREADED HOLES (FOR ATTACHMENT OF ZAP MAGNET) 26.50 mm DIA. THREAD 1 - 34 mm DIA. x 90°, NEAR SIDE. IMPORTANT - VERIFY THESE 24 TAPPED HOLE SIZES AND LOCATIONS WITH ZAP EQUIPMENT MANUFACTURER.4. TYPICAL 4 SETS OF 6 TAPPED HOLES.5. TYPICAL 4 SETS OF 5 HEADED STUDS.6. LOCATE H - PLATE ON EQUIPMENT'S 16" THICK MAT PER ZAP DRAWINGS.

2 31 6

5

4



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#1

#2 #3

#4

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

ISSUE

© 2017 HKS, INC.

KEY PLAN

PROJECT LOCATION

HKS, INC.

PHOENIX, AZ 85004

ARCHITECT


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DHE ENGINEERING

MEP ENGINEER

3300 N CENTRAL AVE

STRUCTURAL ENGINEER


DIGNITY HEALTH


OWNER




HKS, INC.

PHOENIX, AZ 85004


8/9

/20

17 1

:49

:35

PM

S1.1

GEN. NOTES, FND.

PLAN, SECTIONS &

DETAILS

08/09/2017

21321.000

CONSTRUCTION

DOCUMENTS


1/8" = 1'-0"01FOUNDATION PLAN

3/4" = 1'-0"02 INFILL CONCRETE & CONDUIT

3/4" = 1'-0"03REMOVED EXIST. CURVED NON-BEARING WALL

1/4" = 1'-0"04ELEVATION - EXIST. STUD SHEAR WALL -

WITH MOVED MAN DOOR & CONDUIT THRU EXIST. STEM WALL

1 1/2" = 1'-0"ASECTION

1/2" = 1'-0"05ZAP H-PLATE - PLAN VIEW

1. THE STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION (IBC) AND ITS REFERENCED STANDARDS AS FOLLOWS:

• ASCE 7-10 (ASCE 7) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"• ACI 318-11 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

2. GRAVITY DESIGN LOADS ARE AS LISTED IN TABLE D1.3. WIND DESIGN - BASIC DESIGN WIND LOADS ARE IN ACCORDANCE WITH THE PROVISIONS OF THE IBC AND ASCE 7. WIND

LOAD CRITERIA IS LISTED IN TABLE D1.4. SEISMIC DESIGN - THE STRUCTURE HAS BEEN DESIGNED FOR SEISMIC LOADING IN ACCORDANCE WITH THE PROVISIONS

OF THE IBC AND ASCE 7. SEISMIC LOAD CRITERIA IS LISTED IN TABLE D1.

DESIGN CRITERIA NOTES

1. FOUNDATION DESIGN AND SUBSURFACE INFORMATION IS BASED ON THE GEOTECHNICAL RECOMMENDATIONS PREPARED BY WESTERN TECHNOLOGIES JOB NO. 2124J050.

2. SPREAD FOOTINGS ARE DESIGNED FOR THE ALLOWABLE NET SOIL BEARING PRESSURE OF 2000 PSF, WITH BOTTOM OF FOOTINGS AT 1'-6" MIN. BELOW LOWEST ADJACENT FINISH GRADE.

FOUNDATION NOTES

1. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS, AND DETAILS. DO NOT SCALE THE DRAWINGS.

2. PRINCIPAL OPENINGS, CURBS, AND SLAB DEPRESSIONS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECH'L, ELEC'L, AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, OTHER OPENINGS, AND SLAB DEPRESIONS NOT SHOWN. THE CONTRACTOR SHALL PROVIDE FOR ALL OPENINGS, CURBS, AND SLAB DEPRESSIONS WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT. SIZE AND LOCATION OF OPENINGS SHALL BE VERIFIED WITH THE MECHANICAL CONTRACTOR. ANY DEVIATION FROM OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO ENGINEER'S ATTENTION FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS.

3. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH THE ARCH'L, MECH'L, ELEC'L, PLUMBING, AND CIVIL DRAWINGS TO CONFIRM ALL REQUIREMENTS OF THE WORK. REPORT ANY CONFLICT/DISCREPANCY BETWEEN THE DISCIPLINES TO THE ARCHITECT PRIOR TO FABRICATING OR INSTALLING STRUCTURAL ELEMENTS.

4. SUBSTITUTIONS ARE CONSIDERED TO BE CHANGE ORDERS AND MUST BE APPROVED PRIOR TO FABRICATION OR USE.

MISCELLANEOUS NOTES

1. CLASSES OF CONCRETE SHALL BE AS SHOWN IN TABLE C1:• N.W.C.-DENOTES NORMAL WEIGHT CONC. WITH A MAX. DRY DENSITY = 150 PCF

2. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PER TABLE C1 AND SECTION 7.7, OF THE ACI 318 FOR CONDITIONS NOT NOTED.

3. SLABS ON GRADE TO HAVE SAWN JOINTS, SPACED AT 16'-0" O.C. MAX., BOTH DIRECTIONS.

CAST-IN-PLACE CONCRETE NOTES

1. CONCRETE REINFORCING BARS SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60, EXCEPT AS NOTED. [COLUMN TIES AND] FIELD BENT #4 DOWELS AND SMALLER SHALL BE ASTM A615, GRADE 40. REINFORCEMENT REQUIRED TO BE WELDED SHALL CONFORM TO ASTM A706, U.N.O.

2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. THE FOLLOWING WELDED WIRE FABRIC SHALL BE USED FOR AREAS SPECIFIED BELOW, UNLESS NOTED OTHERWISE ON THE DRAWINGS:

• 5 INCH SLAB-ON-GRADE 6 x 6 - W2.9 x W2.93. HEADED STUDS AND DEFORMED BAR ANCHORS USED IN FABRICATION OF EMBEDDED ASSEMBLIES SHALL BE WELDED TO

THOSE ASSEMBLIES USING A FULL FUSION PROCESS.4. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING DESIGNATED AS

"CONTINUOUS" SHALL HAVE A CLASS "B" LAP SPLICE (ACI 318, SECTION 12.15.1). LAP SPLICES OF CONTINUOUS REINFORCING SHALL BE MADE OVER SUPPORTS FOR BOTTOM BARS AND FOR INTERMEDIATE BARS AND AT MIDSPAN FOR TOP BARS. AT EXTERIOR SUPPORTS, TOP AND BOTTOM BARS SHALL BE HOOKED AND INTERMEDIATE BARS SHALL EXTEND TO WITHIN 2" OF EXTERIOR FACE.

5. HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE 90 DEGREE BENDS AND EXTENSIONS AT CORNERS AND INTERSECTIONS AS SHOWN ON TYPICAL WALL CORNER BAR PLACING DETAILS.

6. LAPS IN WELDED WIRE FABRIC SHALL BE TWO MESH AT SPLICES.7. PLACE BARS NOTED AS "SECOND LAYER" BELOW THE PRIMARY TOP BARS (OR ABOVE THE PRIMARY BOTTOM BARS) AND

PROVIDE A 2" SPACE BETWEEN THE TWO LAYERS.8. PLACE BARS NOTED AS "SECOND LAYER" BELOW THE PRIMARY TOP BARS (OR ABOVE THE PRIMARY BOTTOM BARS) AND

PROVIDE A 2" SPACE BETWEEN THE TWO LAYERS.

CONCRETE REINFORCING STEEL NOTES

1. SPECIAL INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE INTERNATIONAL BUILDING CODE, INCLUDING BUT NOT LIMITED TO CHAPTER 17 "STRUCTURAL TEST AND SPECIAL INSPECTIONS," IN ADDITION TO ANY LOCAL OR STATE PROVISIONS. A QUALIFIED FIELD INSPECTOR APPROVED BY THE BUILDING REGULATORY AGENCY SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK.

A. ALL CONCRETE WORKB. REINFORCING STEELC. EXPANSION TYPE ANCHOR BOLTS

SPECIAL INSPECTIONS

1. CONNECTIONS AND ADDITIONS TO EXISTING BUILDING ARE BASED ON ORIGINAL STRUCTURAL DRAWINGS.2. BEFORE FABRICATION THE CONTRACTOR WILL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS. THE ENGINEER

WILL BE NOTIFIED AND ALLOWED TO EXAMINE THE AS-BUILT STRUCTURE TO MODIFY DESIGN AS REQUIRED.3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING THE STRUCTURAL INTEGRITY OF THE EXSTING

BUILDING AT THE INTERFACE CONNECTIONS.4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF ALL SHORING AS REQUIRED TO PROTECT THE EXISTING

STRUCTURE.5. NOT ALL ORIGINAL STRUCTURAL DRAWINGS FOR THE EXISTING BUILDINGS ARE AVAILABLE. CONNECTIONS AND

ADDITIONS TO THE EXISTING STRUCTURE ARE BASED UPON ASSUMPTIONS MADE BY THE STRUCTURAL ENGINEER.6. AFTER DEMOLITION AND GENERAL CONTRACTOR SURVEY WORK HAS BEEN COMPLETED, THE GENERAL CONTRACTOR

SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS. THIS SHOULD BE DONE PRIOR TO FABRICATION OF ANY STRUCTURAL ELEMENTS. THE STRUCTURAL ENGINEER SHOULD BE NOTIFIED AND ALLOWED TO OBSERVE THE AS BUILT CONDITIONS OF THE EXISTING STRUCTURE TO DETERMINE IF ASSUMPTIONS REGARDING THE INTERFACE AT THE EXISTING STRUCTURE WERE CORRECT. MODIFICATIONS, IF REQUIRED, WILL BE MADE AT THAT TIME.

INTERFACE WITH EXISTING BUILDING

1. FABRICATE AND ERECT WOOD FRAMING IN ACCORDANCE WITH THE FOLLOWING CODES:• AF&PA NDS 2012 - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"• AITC 190.1-07- "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION - STRUCTURAL GLUED LAMINATED TIMBER"• APA PDS-04 - "AMERICAN PLYWOOD ASSOCIATION - PANEL DESIGN SPECIFICATION"

2. PROVIDE SOLID SAWN DIMENSION LUMBER CONSISTENT WITH NDS STANDARDS AND GRADED IN ACCORDANCE WITH ASTM D2555 AND ASTM D245. LUMBER HAS BEEN DESIGNED USING THE FOLLOWING MINIMUM ALLOWABLE STRUCTURAL PROPERTIES:

• BENDING STRESS, F(b) 1,300 PSI - SINGLE MEMBER1,500 PSI - REPETITIVE MEMBERS

• SHEAR STRESS, F(v) 95 PSI• COMPRESSION STRESS, F(c) 1,000 PSI - PARALLEL TO THE GRAIN• MODULUS OF ELASTICITY, E 1,700,000 PSI

3. DIMENSION LUMBER POSTS AND COLUMNS SHALL BE #1 DOUGLAS FIR-LARCH, OR BETTER, AND HAVE AN ALLOWABLE COMPRESSIVE STRESS PARALLEL TO GRAIN OF 1400 PSI MINIMUM.

4. ALL WOOD FRAMING SHALL HAVE A MOISTURE CONTENT OF 19% OR LESS.

5. PROVIDE PRESSURE TREATED LUMBER IN THE FOLLOWING LOCATIONS, UNLESS NOTED OTHERWISE:• EXTERIOR FRAMING, UNO• WOOD IN CONTACT WITH CONCRETE FOUNDATIONS OR SLABS

6. NAILING OF FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS IBC.

7. PROVIDE PRE-FABRICATED HANGERS, CLIPS, STRAPS, ETC AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, INC. INSTALL EACH ITEM IN STRICT COMPLIANCE WITH THE MANUFACTURERS RECCOMENDATIONS.

8. GLULAM BEAM: 24f - V4 WITH 2000FT RADIUS CAMBER.

WOOD FRAMING

TYPICAL

1. PROVIDE DECKING AND SHEATHING MATERIAL IN ACCORDANCE DRAWING NOTES:

• WALL SHEATHING: 3/8" APA RATED SHEATHING, 24/0 OC, EXPOSURE 1

2. ALL PLYWOOD INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION.

WOOD SHEATHING AND DECKING

SEISMIC DESIGN CRITERIA

TABLE D1

OCCUPANCY CATEGORY IV

IMPORTANCE FACTOR 1.5

SITE CLASS C

WIND DESIGN CRITERIAOCCUPANCY CATEGORY IV

IMPORTANCE FACTOR 1.15

ULTIMATE WIND SPEED (MPH) 120

NOMINAL WIND SPEED (MPH) 93

EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENT (GCpi) +/- 0.18

LIVE AND DEAD LOADINGHOSPITALS

. ROOF 20 PSF

CAST-IN-PLACE CONCRETE

TABLE C1

LOCATION 28 DAY f'c (psi) CONCRETE TYPEMAX NOM. COARSE

AGG. SIZE

ALL CONC, U.N.O. 3,000 NWC 1 1/2"

SLABS-ON-GRADE 3,500 NWC 1 1/2"

CONCRETE PROTECTIONLOCATION CLEAR COVER

WALL FOOTINGS, COLUMN FOOTINGS, AND CONC. CAST AGAINST SOIL 3"

SLABS-ON-GRADE 3" BOTTOM (MIN.)1" TOP

STRUCTURAL STEEL GRADESSHAPE GRADE

BARS, PLATES ASTM A36

ANCHOR RODS ASTM F1554-GR. 36 (U.N.O.)

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