Building Plan Reading Assignment

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VortexBuilding.pdf

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COVER SHEET

VORTEX BUSINESS CENTER 927 W Forest Meadows St. Flagstaff, AZ 86001

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ART VANDELAY

Revision Schedule

No. Description Date

ELECTRICAL SOLUTION ENGINEERING, LLC Electrical Engineer Principal: Nikki Divers 714 South Channel Drive Cincinnati, Ohio 45201 (513) 850-555

SCHRODINGERS CAT ENGINEERING Mechanical Engineer Principals: Travis Beecher & Sean Simkins 4560 Formula Avenue Phoenix, AZ 85250 (480) 622-555

RUSTY STEELE ENGINEERING SERVICES, INC. Structural Engineer Principal: Rusty Steele 3141 Braced Frame Crossing Buford, Wyoming 82052 (307) 314-1592

ART VANDELAY ARCHITECTURE & PLANNING Architect Principal: Art Vandelay 1618 Golden Section Square New York City, New York 10001 (718) 555-1234

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RUSTY STEELE

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TRAVIS BEECHER

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NIKKI DIVERS

CN3D CONSTRUCTION Construction Coordination Principals: Jennifer Lanzetti 355 East 2100 South Salt Lake City, UT 84115 www.cn3dconstruction.com (385) 528-2984

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CONTRACTOR TO SUBMIT THE FOLLOWING DEFERRED

ENGINEERING SUBMITTALS:

STEEL JOISTS

STEEL STAIR SYSTEMS

GUARDRAILS AND HANDRAILS

COLD FORMED FRAMING

CURTAIN WALL

INTERIOR STOREFRONT

ALL GLASS STOREFRONT

DEMOUNTABLE STOREFRONT

ACM CLADDING

FIRE ALARM

FIRE SUPPRESSION SYSTEMS

MECHANICAL COMPONENT BRACING

PIPING & CONDUIT SYSTEMS

ELECTRICAL COMPONENT BRACING

BUILDING CODES: COMPLY WITH REQUIREMENTS OF THE ADOPTED EDITIONS

OF THE INTERNATIONAL CODE COUNCIL CODES, THE CODES AND STANDARDS

REFERENCED WITHIN THE ICC CODES AND THE AMERICANS WITH DISABILITIES

ACT.

DIMENSIONS: METAL STUD WALLS ARE DIMENSIONED TO FACE OF METAL STUD,

UNLESS NOTED OTHERWISE. MASONRY WALLS ARE DIMENSIONED TO FACE OF

WALL.

FINISHES:

FLOOR: EXTEND FLOOR FINISHES INTO KNEE SPACES AT CABINETS, UNDER

COUNTERS AND UNDER ALL OTHER OBJECTS, WHICH IN A FLOOR PLAN VIEW

MAY OBSCURE THE EXTENT OF THE FLOOR FINISH.

WALLS:

CEILINGS:

DOORS, WINDOWS AND FRAMES: UNLESS SPECIFIED TO BE PRE-FINISHED AT

THE FACTORY, PROVIDE PAINT FINISH ON HOLLOW METAL DOORS AND HOLLOW

METAL DOOR AND WINDOW FRAMES. COLOR AS INDICATED, OR IF NOT

INDICATED, THEN AS SELECTED BY THE ARCHITECT. PROVIDE SPECIFIED STAIN

FINISH AT WOOD DOORS.

STANDING AND RUNNING TRIM:

SPECIAL INSPECTIONS: PROVIDE SPECIAL INSPECTIONS OF THE FOLLOWING

ARCHITECTURAL COMPONENTS:

ERECTION AND FASTENING OF EXTERIOR CLADDDING

INTERIOR STOREFRONT SYSTEMS

SUSPENDED CEILING SYSTEM BRACING

SPECIFICATIONS: REFER TO THE SPECIFICATIONS FOR ADDITIONAL

DESCRIPTIONS OF PRODUCTS, MATERIALS AND SYSTEMS NOT INDICATED IN

THE DRAWINGS. WHERE THE TERM SEE SPECS, RE: SPECS OR A SIMILAR

REFERENCE TO THE SPECIFICATIONS HAS BEEN OMITTED FROM A

DESCRIPTION OF A PRODUCT, MATERIAL OR SYSTEM, IT IS INFERRED.

SYMBOLS: WHERE PRODUCT SYMBOLS ARE INDICATED, PROVIDE THE

INDICATED PRODUCT AS SPECIFIED, IN THE QUANTITY INDICATED BY THE

SYMBOL. WHERE PLUMBING FIXTURES, EQUIPMENT, LIGHT FIXTURES AND

OTHER SIMILAR PRODUCTS ARE SHOWN ON ARCHITECTURAL DRAWINGS,

REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR TYPE, UTILITIES AND

OTHER REQUIREMENTS.

METAL STUD WALLS & PARTITIONS:

EXTEND INTERIOR WALLS AND PARTITIONS FROM FLOOR TO ROOF OR FLOOR

DECK ABOVE, UNLESS NOTED OTHERWISE.

THE SPECIFICATIONS INDICATE A MINIMUM METAL STUD GAUGE. DESIGN METAL

STUD WALLS AND PARTITIONS FOR 5 PSF AND L/360, UNLESS NOTED

OTHERWISE, AND INCREASE THE GAUGE ABOVE THE MINIMUM AS REQUIRED BY

THE METAL STUD MANUFACTURER FOR ACTUAL WALL HEIGHTS.

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

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MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

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GENERAL INFORMATION

APPLICABLE CODES BOOK YEAR BOOK YEAR

Occupancy and Group: B OCCUPANCY Change in Use: Yes _______ No ___X____ Mixed Occupancy: Yes ___ ____ No __X___ Special Use and Occupancy (e.g. High Rise, Covered Mall): _______________________

Seismic Design Category: D Design Wind Speed:

Type of Construction (circle one):

Fire Resistance Rating: Requirments for the Exterior Walls based on the fire separation distance (in hours):

North: 0 South: 0 East: 0 West: 0

Mixed Occupancies: NO Nonseparated Uses: NO

Sprinklers: IBC Section 903.3.1 Required: Y Provided: Y Type of Sprinkler System: NFPA 13

Number of Stories: 3 Building Height: 63'

Actual Area per floor (square feet): GROUP B 1 7,096 SQ. FT. 2 7,639 SQ. FT. 3 6,667 SQ. FT.

Tabular Area: GROUP B 21,402 SQ. FT Total

Area Modifications: None

Fire Resistance Requirements for Building Elements (hours). Table 601

A.

B.

C.

D.

E.

F.

G.

H.

L.

J.

K.

A B A B A B HT A B

Hours

1

1

1

1

0

-

Element

Exterior Bearing Walls

Interior Bearing Walls

Exterior Non-Bearing Walls

Structural Frame

Partitions - Permanent

Fire Barriers

Assembly Listing

GROUP B LEVEL (1) Design Occupant Load: 60

Exit Width Required: 30" Exit Width Provided: 48" LEVEL (2) Design Occupant Load: 60

Exit Width Required: 30" Exit Width Provided: 48" LEVEL (3) Design Occupant Load: 60

Exit Width Required: 30" Exit Width Provided: 48"

Minimum Number of Required Plumbing Facilities: a) Water Closets - Required (m) 3 (f) 9 Provided (m) 3 (f) 9 b) Lavatories - Required (m) 6 (f) 6 Provided (m) 6 (f) 6 c) Bath Tubs or Showers: 0 d) Drinking Fountains: 12 Service Sinks: 3

Element

Floors - Ceiling Floors

Ceilings - Ceilings Roofs

Exterior Door and Windows

Shaft Enclosures

Fire Walls

Fire Partitions

Smoke Partitions

Hours Assembly

Listing

1

1

0

2

0

-

U469

U419

U451

U451

FOOTNOTES: 1) In case of conflict with the U.S. Department of Justice Federal Registers Parts

through - ADA Guidelines and specific reference to the International Building Code Accessibility Chapters, the more restrictive requirement shall govern.

2) Additional Code Information shall be provided at the discretion of the Building Official for Complex Buildings. Including, but not limited to:

a) High Rise Requirements. b) Atriums. c) Performance Based Criteria. d) Means or Egress Analysis. e) Fire Assembly Locator Sheet. f) Exterior and Interior Accessibility Route. g) Fire Stopping, Including Tested Design Number.

International Building Code

International Mechanical Code

International Plumbing Code

International Fire Code

International Energy Conservation Code

2012 IBC

2012 IMC

2012 IPC

2012 IFC

2012 IEC

National Electrical Code

Uniform Code for Building Conservation

ADA Accessibility Guidelines

NEC 2011

N/A

ANSI A117.1 2009

90 MPH - 3 SEC. GUST, EXPOSURE C

Sheet # Sheet Name Classification Sheet Issue

Architectural

A001 COVER SHEET General 10/28/2016

A002 GENERAL INFORMATION General 10/28/2016

A003 LIFE SAFETY PLANS General 10/28/2016

A100 ARCHITECTURAL SITE PLAN Plans 10/28/2016

A111 FIRST FLOOR - DIMENSION PLAN Plans 10/28/2016

A112 FIRST FLOOR - ANNOTATED PLAN Plans 10/28/2016

A113 FIRST FLOOR - REFLECTED CEILING PLAN Plans 10/28/2016

A121 SECOND FLOOR - DIMENSION PLAN Plans 10/28/2016

A122 SECOND FLOOR - ANNOTATED PLAN Plans 10/28/2016

A123 SECOND FLOOR - REFLECTED CEILING PLAN Plans 10/28/2016

A131 THIRD FLOOR - DIMENSION PLAN Plans 10/28/2016

A132 THIRD FLOOR - ANNOTATED PLAN Plans 10/28/2016

A133 THIRD FLOOR - REFLECTED CEILING PLAN Plans 10/28/2016

A141 PENTHOUSE/ROOF PLANS Plans 10/28/2016

A201 EXTERIOR ELEVATIONS Elevations 10/28/2016

A202 EXTERIOR ELEVATIONS Elevations 10/28/2016

A203 EXTERIOR ELEVATIONS Elevations 10/28/2016

A204 EXTERIOR ELEVATIONS Elevations 10/28/2016

A205 EXTERIOR ELEVATIONS Elevations 10/28/2016

A301 BUILDING SECTIONS Sections 10/28/2016

A302 BUILDING SECTIONS Sections 10/28/2016

A303 BUILDING SECTIONS Sections 10/28/2016

A304 BUILDING SECTIONS Sections 10/28/2016

A351 WALL SECTIONS Sections 10/28/2016

A500 ADA MOUNTING HEIGHTS Details & Schedules 10/28/2016

A510 TYPICAL SECTION DETAILS Details & Schedules 10/28/2016

A550 SECTION DETAILS Details & Schedules 10/28/2016

A560 PLAN DETAILS Details & Schedules 10/28/2016

A600 DOOR, WALL & CEILING TYPE SCHEDULES Details & Schedules 10/28/2016

Electrical

EE001 SHEET INDEX, ABBREVIATIONS, SCHEDULES AND NOTES

General 11/4/2016

EE401 ENLARGED ELECTRICAL ROOM PLAN Floor Plan 11/4/2016

EE501 ELECTRICAL DETAILS Detail 11/4/2016

EE601 PANEL SCHEDULES Schedules 11/4/2016

EL101 ELECTRICAL LIGHTING PLAN LEVEL 01 Floor Plan 11/4/2016

EL102 ELECTRICAL LIGHTING PLAN LEVEL 02 Floor Plan 11/4/2016

EL103 ELECTRICAL LIGHTING PLAN LEVEL 03 Floor Plan 11/4/2016

EP101 ELECTRICAL POWER PLAN LEVEL 01 Floor Plan 11/4/2016

EP102 ELECTRICAL POWER PLAN LEVEL 02 Floor Plan 11/4/2016

EP103 ELECTRICAL POWER PLAN LEVEL 03 Floor Plan 11/4/2016

ET101 ELECTRICAL TELECOM PLANS LEVEL 01 Floor Plan 11/4/2016

ET102 ELECTRICAL TELECOM PLANS LEVEL 02 Floor Plan 11/4/2016

ET103 ELECTRICAL TELECOM PLANS LEVEL 03 Floor Plan 11/4/2016

HVAC

ME001 MECHANICAL HVAC DETAILS AND SCHEDULES Details 10/11/2016

ME401 ENLARGED MECHANICAL ROOM PLAN Plans 10/11/2016

MH101 OVERALL MECHANICAL PLAN LEVEL 01 Plans 10/11/2016

MH102 OVERALL MECHANICAL PLAN LEVEL 02 Plans 10/11/2016

MH103 OVERALL MECHANICAL PLAN LEVEL 03 Plans 10/11/2016

MECHANICAL PIPE

MP000 MECHANICAL PIPE SCHEDULE SCHEDULES 09/27/16

MP101 MECHANICAL PIPE PLAN LEVEL 1 PLANS 09/27/16

MP102 MECHANICAL PIPE PLAN LEVEL 2 PLANS 09/27/16

MP103 MECHANICAL PIPE PLAN LEVEL 3 PLANS 09/27/16

MP104 MECHANICAL PIPE PLAN PENTHOUSE PLANS 09/27/16

PLUMBING

FP101 FIRE PROTECTION PLAN LEVEL 1 PLANS 09/27/16

FP102 FIRE PROTECTION PLAN LEVEL 2 PLANS 09/27/16

FP103 FIRE PROTECTION PLAN LEVEL 3 PLANS 09/27/16

FP104 FIRE PROTECTION PLAN PENTHOUSE PLANS 09/27/16

PL000 PLUMBING COVER SHEET AND SCHEDULES GENERAL 09/27/16

PL100 PLUMBIN PLAN UNDERGROUND PLANS 09/27/16

PL101 PLUMBING PLAN LEVEL 1 OVERALL PLANS 09/27/16

PL102 PLUMBING PLAN LEVEL 2 OVERALL PLANS 09/27/16

PL103 PLUMBING PLAN LEVEL 3 OVERALL PLANS 09/27/16

PL104 PLUMBING PLAN ROOF PLANS 09/27/16

PL401 PLUMBING PLAN - ENLARGED VIEWS ENLARGED VIEWS 09/27/16

PL901 PLUMBING RISER DIAGRAM ISOMETRIC VIEWS 09/27/16

Structural

S001 GENERAL STRUCTURAL NOTES Notes 10/11/2016

S002 GENERAL STRUCTURAL NOTES Notes 10/11/2016

SE101 FOOTING & FOUNDATION PLAN Plans 10/11/2016

SE102 SECOND FLOOR - FRAMING PLAN Plans 10/11/2016

SE103 THIRD FLOOR - FRAMING PLAN Plans 10/11/2016

SE104 PENTHOUSE/ROOF - FRAMING PLAN Plans 10/11/2016

SE201 FRAMING ELEVATIONS Elevations 10/11/2016

SE202 FRAMING ELEVATIONS Elevations 10/11/2016

SE203 HIGH ROOF FRAMING PLAN & ELEVATIONS Elevations 10/11/2016

SE501 FOUNDATION DETAILS Details 10/11/2016

SE511 FLOOR FRAMING DETAILS Details 10/11/2016

SE521 ROOF FRAMING DETAILS Details 10/11/2016

SE522 ROOF FRAMING DETAILS Details 10/11/2016

SE601 STRUCTURAL SCHEDULES Schedules 10/11/2016

SE602 GRAPHICAL COLUMN SCHEDULE Schedules 10/11/2016

VICINITY MAP SHEET INDEX CODE ANALYSIS

ABBREVIATIONS & AND @ AT

ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE AL/ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL

BD BOARD BLDG BUILDING BLK BLOCK (ING) BO BOTTOM OF BRG BEARING BSMT BASEMENT BS BOTH SIDES BW BOTH WAYS

CAB CABINET CB CATCH BASIN CCSA CUSTOM COLOR SELECTED BY ARCHITECT CG CORNER GUARD CHAM CHAMFER CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR CM CONSTRUCTION MANAGER COL COLUMN COMP COMPUTER CONC CONCRETE CONT CONTINUOUS CMU CONCRETE MASONRY UNIT CSBA COLOR SELECTED BY ARCHITECT CT CERAMIC TILE

D DEPTH DB DECK BEARING DBL DOUBLE DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DRN DRAIN DTL/ DET DETAIL DW DISHWASHER DWG DRAWING

E EAST (E) EXISTING EA EACH EIFS EXTERIOR INSULATION SYSTEM

EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EVAP EVAPORATIVE EXIST EXISTING EXP EXPANSION EXT EXTERIOR EWC ELECTRIC WATER COOLER

FA FIRE ALARM FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FG FINISH GRADE FH FIRE HYDRANT

FIN FINISHED FLR FLOOR F.O. FACE OF FT FOOT, FEET FRP FIBER REINFORCED PANEL FRT FIRE RETARDANT TREATED WOOD FTG FOOTING FV FIELD VERIFY

GA. GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GFRC GLASSFIBER REINFORCED PANEL GYP GYPSUM GWB GYPSUM WALLBOARD

HB HOSE BIBB HC HANDICAP ACCESSIBLE HDW HARDWARE HDF HIGH DENSITY FIBERBOARD HM HOLLOW METAL H HEIGHT HOR HORIZONTAL

ID INSIDE DIAMETER ICF INSULATED CONCRETE FORM IN INCH INCL INCLUDE INFO INFORMATION INT INTERIOR INSUL INSULATE, (D), (ION) INV INVERT

JST JOIST JT JOINT

LAV LAVATORY LB/ LBS POUND (S)

MAT MATERIAL (S) MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MGR MANAGER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNT, (ED) MTL METAL MW MICROWAVE

N NORTH NIC NOT IN CONTRACT NO. NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE

OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED/

CONTRACOR INSTALLED OFD OVERFLOW DRAIN OH OVERHEAD OPG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OZ OUNCE

PERI PERIMETER PERM PERMENANT PL PLATE PLAM PLASTIC LAMINATE PNL PANEL P.O. POINT OF PR PAIR PT POST TENSIONED PART PARTITION PLY PLYWOOD

QT QUARRY TILE

R / RAD RADIUS RCP REFLECTED CEILING PLAN REC RECESSED REF REFERENCE

REFG REFRIGERATOR REINF REINFORCE (ED) REM REMOVE (ED) REPL REPLACE REQD REQUIRED REV REVISION (S) RM ROOM RO ROUGH OPENING

S SOUTH SALV SALVAGE (ED) SECT SECTION SF SQUARE FOOT SIM SIMILAR SLNT SEALANT SPEC SPECIFICATION (S) SQ SQUARE SS STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUC STRUCTURE (AL) SUSP SUSPENDED SYM SYMMETRY (ICAL)

T THICKNESS T & B TOP AND BOTTOM T & G TONGUE AND GROOVE TBD TO BE DETERMINED TEMP TEMPORARY THRU THROUGH T.O. TOP OF TRANS TRANSFORMER TS TUBE STEEL TYP TYPICAL

UNF UNFINISHED UNO UNLESS OTHERWISE NOTED

VAR VARIES VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VWC VINYL WALLCOVERING

W WEST W WIDTH W/ WITH WC WATER CLOSET WD WOOD W/O WITHOUT WSCT WAINSCOT WWF WELDED WIRE FABRIC

(NOT ALL ABBREVATIONS MAY BE USED)

DEFERRED SUBMITTAL LIST

PROJECT GENERAL NOTES

<LOBBY>

< CONFERENCE ROOM >

< BREAK ROOM >< OPEN OFFICES >

< TRAINING ROOM > < OFFICES> < HALL / FILLING >

Revision Schedule

No. Description Date

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F

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D

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B

6.3

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5.6

5.6

300

301

302

303

304

305

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308 309

310

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312 313 314 315

318

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317 319

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321 322

323

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FECFECFEC

FEC

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

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P ri n t

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MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

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KEY PLAN

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LIFE SAFETY PLANS

SCALE= 1" = 10'-0" 1

FIRST FLOOR - LIFE SAFETY PLAN SCALE= 1" = 10'-0"

2 SECOND FLOOR - LIFE SAFETY PLAN

SCALE= 1" = 10'-0" 3

THIRD FLOOR - LIFE SAFETY PLAN SCALE= 1" = 10'-0"

4 ROOF & MECHANICAL PENTHOUSE LIFE SAFETY PLAN

Revision Schedule

No. Description Date

Existing Gas Station

West Forest Meadows St.

S o u th

W o o d la

n d s V

il la

g e B

lv d .

90° 00' 00"

215.50'

N W

2 9 ° 3

4 ' 1

1 "

2 1 3 .5

5 '

S

E

60 ° 0

0' 00

"

12 6.3

1'

S

W

R =

L= 240.94'

317.80'

R= L= 240.94'

317.80'

R= L= 39.93'

25.33'

1 2 °

3 5 ' 1 3 "

9 7 .3

0 '

N

E

10'-6"

6" 7'-6"

2'-6"

1 '-6

" 5 '-6

"

6 "

EXISTING TREE TO REMAIN

EXISTING TEES TO REMAIN

EXISTING TREE TO REMAIN

EXISTING TREES TO REMAIN

6'- 0"

6"

4 '-0

"

7 '-6

"

8'- 0"

6 '-0

"

6' -0

"

TY P

9'- 0"

1 8 '-0

" T Y

P

2 7 '-0

"

2 7 '-0

"

1 3 8 '-0

"

3'- 5 1

/2"

3'- 0"

R 8'-0"

4'- 2"

51,090 ft²

LOT #777

16 '-6

3/ 4"

18 '-2

"

62'-0"

2 2

'- 0

"

MA IN

EN TR

AN CE

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

0 :4

5 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A100

ARCHITECTURAL SITE PLAN

SCALE: 1/16" = 1'-0" 1

ARCHITECTURAL SITE PLAN

SITE PLAN NOTES Landscaping

1. Preserve and maintain exisiting trees as noted.

Concrete Flatwork

1. Ensure all sidewalk surfaces are level with smooth transition at control joints.

2. All curb radii and dimensions are to face of curb unless noted otherwise.

3. All work shall be done in accordance with the city of Flagstaff, Arizona design and construction standards. For areas not covered by published specifications construction must comply with the current APWA starndards and specifications. The work shall also compy with the project plans, project specifications, and project geotechnical engineering report, whichever is the most stringent.

4. All striping, pavement markings, and signage to comply with the current manual on traffic control devices or local code, whichever is the most stringent.

5. Contractor is responsible for performing work on or adjacent to a public road to provide, install, and maintain appropriate traffic control devices, as well as additional traffice control devices that may be required to insure safe and efficient movement of traffice and pedestrians through or arround the work area and to provide maximum protection and safety to road workers.

Parking: 1. 42 Regular parking stalls + 4 ADA parking stalls = 46 parking stalls.

Revision Schedule

No. Description Date

NORTH

0' 8' 16' 32' 64'

T

T

T

T

T

T

T

T

GF CI

G F C

I

G F C

I

GF CI

UP

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

22

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

2

A301

A202

2

A202

3

A202

1

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

3 2

'- 0

"

120'-0"

13 '-4

"

13 '-4

"

13 '-4

"

13 '-4

"

13 '-4

"

13 '-4

"

80 '-0

" 3 6 '-0

"

90°

90 °

9 0 °

90°

9 0 °

3 2

'- 0

" 2

3 '- 6

" 4

0 '- 0

"

9 5

'- 6

"

90°

80 °

70°

1 1 '-0

1 /8

"

1 0 '-1

1 1

/8 "

15 '-1

0 7 /8"

1 '-1

1 1

/2 "

7 '-6

1 /2

"

6 '-1

1 3

/4 "

6 '-1

1 3

/4 "

6 '-1

1 1

/8 "

6'-4 3 /8"

9'-5 1 /2"

CUSTODIAL

110

ELEVATOR EQUIPMENT

111

1 2

'-9 3

/8 "

3 '-1

0 3

/4 "

9 '-6

1 /2

"

6 '- 6 5

/8 "

IT / DATA

112

20'-2 1/2"

WOMENS RESTROOM

105

MENS RESTROOM

106

6'-7 1 /4"

3'- 10

7/ 8"

4 '-0

3 /8

"

3 '-1

1 3

/8 "

2 '-3

1 /4

"

2 '-3

1 /4

"

6'- 6"

15 '-6

3/ 4"

1 2 '-7

1 /2

"

FIRE / PIPE RISER

113

1 4 '-3

5 /8

"

11'-0 1/8"

14'-11 1/2"

12'-7 3/8"

1 0

'- 3

7 /8

"

11 '-1

1"

ELECTRICAL

107

1 6 '-6

5 /8

"

22 '-4

1/ 8"

BREAK ROOM

131

RECEPTION / SECURITY

102

13 '-4

1/ 8"

2 4 '-4

3 /8

"

6 '-0

3 /8

"

1 '-1

1 5

/8 "

2 '-3

"

tv

ch an

gin g

sta tio

n

ELEVATOR

103

SHARED OFFICE

118 LARGE CONFERENCE

123

20'-9 1/8" WORK ROOM

117 11'-0 1/8" 11'-0 1/8"

SMALL CONFERENCE

133

4 '- 0

"

SMALL OPEN OFFICE

114

SMALL OPEN OFFICE

115

MEDIUM TEAM AREA

116

9 '-2

7 /8

"

LARGE TEAM AREA

119

SUPPLY / STORAGE

121

LOBBY

100

VESTIBULE

100A

4 '-7

1 /8

"

1 6 '-6

5 /8

"

EXECUTIVE OFFICE

122

LARGE OFFICE

124

DOCUMENT STORAGE

141

FILING

109

22'-4"

10'-7 1/8"12'-7 1/8"

1 3

'- 1

0 5

/8 "

LARGE OFFICE

125

14'-9 5/8"

SHARED OFFICE

130

SMALL OPEN OFFICE

129

SMALL OPEN OFFICE

128

SHARED OFFICE

127 SMALL OFFICE

126

HALL

108 HALL

108

SHARED OFFICE

136

SMALL OPEN OFFICE

137

SMALL OPEN OFFICE

138

SHARED OFFICE

139

13 '-1

0 3 /4"

LARGE OFFICE

120

10'-10 5/8"

12 '-1

1/ 2"

SHAFT

140

5 '-7

5 /8

"

6'- 4 3

/8"

6'- 0 1

/4"

10 '-0

1/ 2"

MAIN HALL

104

HALL

132

4'- 0 1

/2"

2 '-0

"

EXECUTIVE OFFICE

135SHARED OFFICE

134

EQ

EQ

EQ

EQ

EQ

EQ EQ EQ EQ EQ EQEQ EQ EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

9 1/2"

EQEQEQ

EQ EQ

16'-8 1/8"

11'-0 3/8"

2'-0"

6'-6 1/8"

5'-4"

EQ EQ

3 '-0

"

2'- 9"

2'-9"

3 '- 0

"

2'-9"

3 '- 0

"

2'-0"

2'-3"2'-9"

2'-0" 22'-0"2'-0"22'-0"24'-9 5/8"

EQEQEQ EQ EQ EQEQ EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

STAIRS

101

EQEQEQ

EQ

EQ

EQ

EQ

3'-6" 3'-6"

7 '- 4 7

/8 "

1 7

'- 2

1 /4

" 7

'- 4 7

/8 "

22'-4"20'-9 1/8"2'-0 7/8" 20'-1 1/8"

1 8 '-0

"

1 8 '-0

"

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

0 :5

1 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A111

FIRST FLOOR - DIMENSION PLAN

SCALE= 3/16" = 1'-0" 1

FIRST FLOOR - DIMENSION PLAN

Revision Schedule

No. Description Date

T

T

T

T

T

T

T

T

UP

GF CI

G F C

I

G F C

I

GF CI

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

22

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

105 ft²

CUSTODIAL

110

46 ft²

ELEVATOR EQUIPMENT

111

63 ft²

IT / DATA

112

180 ft²

WOMENS RESTROOM

105

178 ft²

MENS RESTROOM

106

77 ft²

FIRE / PIPE RISER

113

192 ft²

ELECTRICAL

107

367 ft²

BREAK ROOM

131

94 ft²

RECEPTION / SECURITY

102

tv

ch an

gin g

sta tio

n

ELEVATOR

103

167 ft²

SHARED OFFICE

118 315 ft²

LARGE CONFERENCE

123

119 ft²

WORK ROOM

117

205 ft²

SMALL CONFERENCE

133

108 ft²

SMALL OPEN OFFICE

114 158 ft²

SMALL OPEN OFFICE

115

209 ft²

MEDIUM TEAM AREA

116

237 ft²

LARGE TEAM AREA

119

89 ft²

SUPPLY / STORAGE

121

273 ft²

LOBBY

100

69 ft²

VESTIBULE

100A

178 ft²

EXECUTIVE OFFICE

122 146 ft²

LARGE OFFICE

124

103 ft²

DOCUMENT STORAGE

141

FILING

109

162 ft²

LARGE OFFICE

125

125 ft²

SHARED OFFICE

130

95 ft²

SMALL OPEN OFFICE

129

95 ft²

SMALL OPEN OFFICE

128

125 ft²

SHARED OFFICE

127

110 ft²

SMALL OFFICE

126

HALL

108 HALL

108

157 ft²

SHARED OFFICE

136

103 ft²

SMALL OPEN OFFICE

137

103 ft²

SMALL OPEN OFFICE

138

191 ft²

SHARED OFFICE

139

163 ft²

LARGE OFFICE

120

SHAFT

140

3

A302

MAIN HALL

104

HALL

132

193 ft²

EXECUTIVE OFFICE

135

203 ft²

SHARED OFFICE

134

1

A303

2

A301

STAIRS

101

A202

2

A202

3

A202

1

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

A560

1

A560

2

A560

3

A560

4

A560

2 Sim

A560

5

A560

6

105

106

112A

110A

111

113

107

121

100A

131B

131A

122 124

125

126

131C

141

118 123

104

133

134

135

102

100B

120

110B

117

112B

108

103

6F2-2

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6F2-2

6F2-2

6F2-2

6F2-1

6F2-1

6F2-1

3F1-2

6F2-2

6F2-2

6F2-2

3A2

3A2

3A2

3F2-1

6F2-1

6F2-1

6F2-2

3A2

6F2-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

6F2-1

3F1-2

3F1-2

3F1-23F1-2

3F1-2 3F1-2 3F1-2 3F1-2

3F1-23F1-23F1-2

3F1-2

6F2-2

3S2

6F2-2

6F2-2

3A2

3A2

6F2-1

3F2-2

3S2

3A2

3A2

3A2

3A2

3A2

3F1-2

3A2

3A2

3S2

3S2

3A2

3S2

6F2-1

3S2

3A2

3A2

3A2

6F2-1

3S2

3S2

3S2

3A2

3G

3G

3G

3G

3A2

3G

7G

7G

4G

4G

4G

4G

9G

4G

4G

4G 4G

4G

9G

4G4G

4G

4G

3A2 3A2

3G

3F1-2

3A2

3S2

3A2

2A2

2A2

2A2

2A23G

3G

3G 3G

3G

3G

2A2

2A2

1 3G

A560

10 Sim

A560

10 Sim

A560

1 Sim

A560

1 Sim

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

0 :5

8 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A112

FIRST FLOOR - ANNOTATED PLAN

SCALE= 3/16" = 1'-0" 1

FIRST FLOOR - ANNOTATION PLAN

Revision Schedule

No. Description Date

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

2

2

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

100

123118

133

117

131

121

112

110

107

141

108

105

106

122

124

125120

135

126

116 119

114

115

134

130

129

128

127

136

137

138

139

102

111

113

103

104

109

140

132

C2 10'-6"A.F.F.

C3 8'-6"A.F.F.

C2 8'-0"A.F.F. C4

10'-6"A.F.F.

C2 10'-0"A.F.F.

C2 10'-0"A.F.F.

C6 12'-0"A.F.F. C6

12'-0"A.F.F.

C2 10'-0"A.F.F.

C6 12'-0"A.F.F.

C6 12'-0"A.F.F.

C3 10'-6"A.F.F.

C2 9'-0"A.F.F.

C4 10'-6"A.F.F.

C2 7'-10"A.F.F.

C4 10'-6"A.F.F.

C3 10'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

C2 10'-6"A.F.F.

C4 11'-0"A.F.F.

C4 9'-6"A.F.F.

C2 9'-0"A.F.F.

C4 11'-0"A.F.F.

C4 11'-0"A.F.F.

C4 11'-0"A.F.F.

C4 11'-0"A.F.F.

C2 10'-6"A.F.F.

C4 9'-6"A.F.F.

C2 9'-0"A.F.F.

C2 10'-6"A.F.F.

C4 11'-0"A.F.F.

C4 11'-0"A.F.F.

C4 11'-0"A.F.F.

C4 11'-0"A.F.F.

C2 9'-0"A.F.F.

C5 13'-3"A.F.F.

C5 13'-3"A.F.F.

C3 9'-6"A.F.F.

C3 9'-6"A.F.F.

1

A303

1 0 "

C5 13'-3"A.F.F.

100A

C2 8'-4"A.F.F.

2

A301

101

EQ EQ

C2 8'-0"A.F.F.

C2 10'-6"A.F.F.

C2 10'-6"A.F.F.

C2 10'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

A202

2

A202

3

A202

1

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

108

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

C2 9'-0"A.F.F.

108

C1 14'-4"A.F.F.

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

1 :0

5 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A113

FIRST FLOOR - REFLECTED CEILING PLAN

SCALE= 3/16" = 1'-0" 1

Reflected Ceiling Plan - First Floor

Revision Schedule

No. Description Date

T

T

T

T

T

T

T

T

G F C

I

G F C

I

GF CI

UP

UP

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

22

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

2

A301

A202

2

A202

3

A202

1

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

EQ

EQ

EQ

EQ

6 '-6

1 /8

" 4 1/ 8"

7'-0 1 /4"

19'-10 1/2"

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

closet/shelves

closet/shelves

2'-4 3 /4"

6'-9"

4 5/8"

1 0

'-3 7

/8 "

4 '-0

"

EQ

EQ

EQ

EQ

12 '-1

1 1 /8"

12 '-1

0"

1 2 '-6

"

STAIRS

201

ELEVATOR

203

HALL

232

RECEPTION / SECURITY

202

LOBBY

200

WOMENS RESTROOM

205

MENS RESTROOM

206

ELECTRICAL

207

HALL

208

HALL

208 FILING

209

CUSTODIAL

210

IT / DATA

211

SUPPLY / STORAGE

212

SMALL OPEN OFFICE

213

SMALL OPEN OFFICE

214

LARGE CONFERENCE

218

MEDIUM TEAM AREA

215

MEDIUM CONFERENCE

231

WORK ROOM

216

SHARED OFFICE

217

LARGE OFFICE

219

EXECUTIVE OFFICE

220

LARGE TEAM AREA

221

LARGE OFFICE

222

LARGE OFFICE

223

SMALL OFFICE

224 SHARED OFFICE

225

SHARED OFFICE

228

SMALL OPEN OFFICE

226

SMALL OPEN OFFICE

227

BREAK ROOM

229

HALL

230

MAIN HALL

204

VICE PRESIDENT OFFICE

233

WORK ROOM

234

PRESIDENT OFFICE

235

EXECUTIVE ASSISTANT

236

SHARED OFFICE

237

MEDIUM TEAM AREA

240

SHARED OFFICE

241

SHARED OFFICE

242

SHAFT

243

DOCUMENT STORAGE

244

SHAFT

2xx

EQ

EQ

EQ

8 '-5

7 /8

"

9 '-6

1 /8

"

9 '-6

1 /8

"

8 '-5

7 /8

"

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

1 :1

2 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A121

SECOND FLOOR - DIMENSION PLAN

SCALE= 3/16" = 1'-0" 1

SECOND FLOOR - DIMENSION PLAN

Revision Schedule

No. Description Date

T

T

T

T

T

T

T

T

UP

UP

G F C

I

G F C

I

GF CI

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

22

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

6 '-6

1 /8

" 4 1/ 8"

7'-0 1 /4"

19'-10 1/2"

closet/shelves

closet/shelves

2'-4 3 /4"

6'-9"

4 5/8"

1 0

'-3 7

/8 "

2

A301

STAIRS

201

ELEVATOR

203

HALL

232

93 ft²

RECEPTION / SECURITY

202270 ft²

LOBBY

200

181 ft²

WOMENS RESTROOM

205

179 ft²

MENS RESTROOM

206

215 ft²

ELECTRICAL

207

HALL

208

HALL

208 FILING

209

92 ft²

CUSTODIAL

210

75 ft²

IT / DATA

211

59 ft²

SUPPLY / STORAGE

212

104 ft²

SMALL OPEN OFFICE

213

153 ft²

SMALL OPEN OFFICE

214

305 ft²

LARGE CONFERENCE

218

203 ft²

MEDIUM TEAM AREA

215

287 ft²

MEDIUM CONFERENCE

231

126 ft²

WORK ROOM

216

167 ft²

SHARED OFFICE

217

163 ft²

LARGE OFFICE

219

193 ft²

EXECUTIVE OFFICE

220

318 ft²

LARGE TEAM AREA

221

144 ft²

LARGE OFFICE

222

162 ft²

LARGE OFFICE

223

110 ft²

SMALL OFFICE

224

153 ft²

SHARED OFFICE

225

153 ft²

SHARED OFFICE

228

125 ft²

SMALL OPEN OFFICE

226

125 ft²

SMALL OPEN OFFICE

227

391 ft²

BREAK ROOM

229

HALL

230

MAIN HALL

204

166 ft²

VICE PRESIDENT OFFICE

233

109 ft²

WORK ROOM

234

164 ft²

PRESIDENT OFFICE

235

106 ft²

EXECUTIVE ASSISTANT

236

174 ft²

SHARED OFFICE

237

226 ft²

MEDIUM TEAM AREA

240

137 ft²

SHARED OFFICE

241

137 ft²

SHARED OFFICE

242

SHAFT

243

102 ft²

DOCUMENT STORAGE

244

SHAFT

2xx

1'-6"

A202

2

A202

3

A202

1

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

A560

2 Sim

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

7G

7G

9G

9G

9G

9G

3F2-2

6F2-1

6F2-1

6F2-1

3F1-2

6F2-2

6F2-2

6F2-2

3A2

3A2

3A2

3A2

3A2

6F1-2

6F2-2

3F1-2

3F1-2

3F1-2

3F1-2 3F1-2

3F1-2

3F1-2

3F1-2 3F1-2

6F2-1

3F1-2 3F1-2 3F1-2 3F1-2 3F1-2

3F1-2 3F1-23F1-2

3F1-2

3F2-2

3S2

3F2-2

3A2

3A2

3A2

6F1-1

3A2 3A2

3A2

3F1-2

3S2

3F2-2

3A2

3S2

6F1-1

3S2

3S2

3A2

3A2

6F1-1

3S2

3S2

3G

3G

3A2

6X1

3A2

7G

7G

3F1-2

3F1-2

3G

6F1-2

3F2-2

3F1-2

3F1-2

3F1-2

3A2

3G

3S2

3A2 3S2

3A2

3A2

3G

3A2

3G

3G

3F1-2

3S2

4G 4G

4G

4G4G 4G4G4G

4G

4G

4G

3F1-2

3A2

3A2

3A2

3S2

3G

3G

3G

3G3G

2A2

2A2

2A2

2A2

2A2

3G

1

3 '-0

" 212

210

205

206

211

207

203

229

229A

222

223

224

244

231A

208

230

231B

232

235

202

220218

217 219

233

210A

236

234

216

A560

10 Sim

A560

1 Sim

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

4 /2

0 1 7 1

1 :4

5 :4

9 A

M

V o r t

e x B

u s in

e s s C

e n t e

r

A122

SECOND FLOOR - ANNOTATED PLAN

SCALE= 3/16" = 1'-0" 1

SECOND FLOOR - ANNOTATION PLAN

Revision Schedule

No. Description Date

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

2 2

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

2

A301

C3 9'-6"A.F.F.

C4 10'-6"A.F.F.

C2 9'-0"A.F.F.

244

236

235 237

241

242

240

243

229

234

233

231

232

204

202

201

200

203

C4 9'-6"A.F.F.

C2 10'-6"A.F.F.

C3 8'-6"A.F.F.

C2 10'-6"A.F.F.

C2 8'-0"A.F.F.

C6 12'-0"A.F.F.

C3 10'-6"A.F.F.

C2 10'-0"A.F.F.

C6 12'-0"A.F.F.

C2 10'-0"A.F.F.

210

211

212

C2 10'-0"A.F.F.

C2 10'-0"A.F.F.

205

206

1'-0"

207

213 214 215 218 220 222 224

223 221219217

216

208

209

228

227

226

225

C3 10'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

C2 10'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

C2 9'-0"A.F.F.

C3 9'-6"A.F.F.

C4 9'-6"A.F.F.

C2 8'-0"A.F.F.

C2 10'-6"A.F.F.

C2 9'-0"A.F.F.

C2 10'-6"A.F.F.

C2 10'-6"A.F.F.

C3 9'-6"A.F.F.

A202

2

A202

3

A202

1

4

A303

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

208

OPEN TO ABOVE

OP EN

T O

AB OV

E

C2 9'-0"A.F.F.

C2 9'-0"A.F.F.

C2 9'-0"A.F.F.

208

C2 9'-0"A.F.F.

C2 9'-0"A.F.F.

230

OPEN TO ABOVE

C2 10'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

1 :2

7 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A123

SECOND FLOOR - REFLECTED CEILING PLAN

SCALE= 3/16" = 1'-0" 1

Reflected Ceiling Plan - Second Floor

Revision Schedule

No. Description Date

T

T

T

T

T

T

T

GF CI

G F C

I

G F C

I

GF CI

UP

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

22

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

2

A301

A202

2

A202

3

A202

1

4

A303

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

2'- 9 1

/8"

2'- 9 3

/8"

SHAFT

3xx

LOBBY

300

STAIRS

301

RECEPTION / SECURITY

302

ELEVATOR

303

MAIN HALL

304

WOMENS RESTROOM

305

MENS RESTROOM

306

ELECTRICAL

307

HALL

308

HALL

308 FILING

309

CUSTODIAL

310

IT / DATA

311

SUPPLY / STORAGE

312

SMALL OPEN OFFICE

313

SMALL OPEN OFFICE

314

MEDIUM TEAM AREA

315

LARGE CONFERENCE

318

WORK ROOM

316 SHARED OFFICE

317

LARGE OFFICE

319

EXECUTIVE OFFICE

320

SHARED OFFICE

321

LARGE OFFICE

322

LARGE OFFICE

323

BREAK ROOM

326

HALL

327

LARGE CONFERENCE

328

SHARED OFFICE

329

SHARED OFFICE

330

DOCUMENT STORAGE

331

SHAFT

332

MEDIUM TEAM AREA

333

SMALL TEAM AREA

334

EQEQEQ

SOUTH TRAINING ROOM

325

Table Storage

Table Storage

Ta ble

St or

ag e

Ta ble

St or

ag e

Fix floor slab gap in struct. also join materials

1/8 " /

1' -0

"

1/8 " /

1' -0

"

1/8 " /

1' -0

"

1/8 " /

1' -0

"

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

1 :3

4 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A131

THIRD FLOOR - DIMENSION PLAN

SCALE= 3/16" = 1'-0" 1

THIRD FLOOR - DIMENSION PLAN

Revision Schedule

No. Description Date

1 Revision 1 Date 1

T

T

T

T

T

T

T

UP

GF CI

G F C

I

G F C

I

GF CI

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

22

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

2

A301 SHAFT

3xx

271 ft²

LOBBY

300

STAIRS

301

94 ft²

RECEPTION / SECURITY

302

ELEVATOR

303

MAIN HALL

304

180 ft²

WOMENS RESTROOM

305

178 ft²

MENS RESTROOM

306

211 ft²

ELECTRICAL

307

554 ft²

HALL

308 554 ft²

HALL

308 FILING

309

92 ft²

CUSTODIAL

310

75 ft²

IT / DATA

311

58 ft²

SUPPLY / STORAGE

312 104 ft²

SMALL OPEN OFFICE

313 153 ft²

SMALL OPEN OFFICE

314 206 ft²

MEDIUM TEAM AREA

315 305 ft²

LARGE CONFERENCE

318

125 ft²

WORK ROOM

316

167 ft²

SHARED OFFICE

317

163 ft²

LARGE OFFICE

319

193 ft²

EXECUTIVE OFFICE

320

167 ft²

SHARED OFFICE

321

167 ft²

LARGE OFFICE

322

144 ft²

LARGE OFFICE

323

389 ft²

BREAK ROOM

326

HALL

327 287 ft²

LARGE CONFERENCE

328

203 ft²

SHARED OFFICE

329

193 ft²

SHARED OFFICE

330

105 ft²

DOCUMENT STORAGE

331

SHAFT

332

224 ft²

MEDIUM TEAM AREA

333

209 ft²

SMALL TEAM AREA

334

EQEQEQ

A202

2

A202

3

A202

1

642 ft²

SOUTH TRAINING ROOM

325

Table Storage

Table Storage

Ta ble

St or

ag e

Ta ble

St or

ag e

4

A303

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

6X1

7G

7G

4G

3F1-2

3F1-2

3F1-2

3F1-2

3F2-2

6X1

7G

7G

3F1-2

3F1-2

3F1-2

4G

6F2-2

6F2-2

6F2-2

6F2-1

6F2-1

6F2-1

3F1-2

6F2-2

6F2-2

6F2-2

3A2

3A2

3A2

6F2-2

3F1-2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

6F1-2

3A2

6F1-2 3F1-2

3S2

3S2

3G

3F1-2 3F1-2

6F2-2

3F1-2

3F1-23F1-2

3F1-2

6F2-2

6F2-2 3A2

3A2

3F1-2

3A2

3A2

3A2

3A2

3F1-2

3G

6F2-2

3G

3A2

3F1-2

3S2

6F2-1

6F2-1

6F2-1

3G

3A2 3S2

3A2

3S2

3A2

3G

3G

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3F1-2

3S2

3A2

3G 3G

4G4G4G4G4G

4G

4G 4G

4G

4G

3A2

3A2

3S2

3S2

3F1-2

3F1-2

3G

3G

3G 3G

3G 3G

2A2 2A2

2A2

1

A560

10 Sim

A560

1 Sim

A560

10 Sim

305

306

303

311

310A

310B

323320318

307

308

326A

327

302

326B

331

328

329

330

312

321 322317 319 316

325B

325A

333

334

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

4 /2

0 1 7 1

1 :4

5 :5

6 A

M

V o r t

e x B

u s in

e s s C

e n t e

r

A132

THIRD FLOOR - ANNOTATED PLAN

SCALE= 3/16" = 1'-0" 1

THIRD FLOOR - ANNOTATION PLAN

Revision Schedule

No. Description Date

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

2

2

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

2

A301

19 '-7

7/ 8"

21 '-7

7/ 8"

C4 10'-6"A.F.F.

C2 9'-0"A.F.F.

C3 10'-6"A.F.F.

C4 10'-6"A.F.F.

C2 8'-0"A.F.F.

C5 13'-3"A.F.F.

C2 10'-6"A.F.F.

C2 9'-0"A.F.F.

C5 13'-3"A.F.F.C2

10'-6"A.F.F.

C2 9'-0"A.F.F.

C4 10'-6"A.F.F.

C4 9'-6"A.F.F.

C3 8'-6"A.F.F.

C2 10'-6"A.F.F.

C2 8'-0"A.F.F.

C4 11'-0"A.F.F.

C6 12'-0"A.F.F.

C6 12'-0"A.F.F.

C2 10'-0"A.F.F.

C2 10'-0"A.F.F.

C2 10'-0"A.F.F.

C2 10'-0"A.F.F.

C4 9'-6"A.F.F.

C2 9'-0"A.F.F.

C4 9'-6"A.F.F.

C3 9'-6"A.F.F.

C4 10'-6"A.F.F.

C4 10'-6"A.F.F.

C3 10'-6"A.F.F.

C2 10'-6"A.F.F.

C2 10'-6"A.F.F.

C2 10'-6"A.F.F.

C2 10'-6"A.F.F.

A202

2

A202

3

A202

1

4

A303

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

334

333

335

336

338

339

C2 9'-0"A.F.F.

C2 9'-0"A.F.F.

325

330

329

328

301

304

300

302

305

306

326

331

332

327

307

316 308

314

308

310

303

311

312

313

314

315

317 319 321 322

318 320 323

308 309

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

1 :4

9 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A133

THIRD FLOOR - REFLECTED CEILING PLAN

SCALE= 3/16" = 1'-0" 1

Reflected Ceiling Plan - Third Floor

Revision Schedule

No. Description Date

A2032

A203

1

A204

1

A205 1

A

A

11

33

4

4

6

6

C

C

E

E

G

G

L

L

J

J

GG

GG

EE

EE

CC

CC

AA

AA

Z1

Z1

22

5

5

BB

BB

FF

FF

DD

DD

K

K

H

H

F

F

D

D

B

B

6.3

6.3

5.6

5.6

A201

1

3

A302

1

A303

2

A301

1/ 4"

/ 1' -0

"

5 /8

" /

1 '- 0

"

1 /4

" / 1 '- 0 "

1/4 " /

1'-0 "

1/4" / 1'-0"

5 /8

" /

1 '- 0

"

3 /8

" / 1 '-0

"

1/4" / 1'

-0"

1 /4

" / 1 '-0

"

1/4 " / 1

'-0"

1/4" / 1'-0"

1/ 2"

/ 1' -0

"

1 / 8

" / 1 '- 0

"

1/4" / 1'-

0"

1/8" / 1'-

0"

1 /4

" / 1 '-0

"

1 /4

" / 1 '- 0 "

1/4 " / 1

'-0"

1 /4

" / 1 '-0

"

1/4 " /

1' -0

"

1/4" / 1'-0"

1/4 " /

1' -0

"

1 /4

" / 1 '-0

"

A202

2

A202

3

A202

1

4

A303

1

A301

4

A302

3

A303

4

A304

2

A303

1

A304 3

A304

2

A304

E Q

E Q

E Q

E Q

E Q

E Q

ROOF ACCESS

401

1,164 ft²

MECHANICAL PENTHOUSE

402

6R1-1

6R1-1

6X1

6X1

6X1

6X1

6R1-1

6R1-1

402

401

01

01

02

RL FEC

6R1-1

6R1-1

4

4

GG

GG

EE

EE

CC

CC

5

5

FF

FF

DD

DD

5.6

5.6 3

A302

2

A301

1

A301

4

A302

1/8 " /

1' -0

"

1 /4

" / 1 '-0

" 1/4

" / 1'

-0 "

1 /4

" / 1 '-0

"

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

1 :5

5 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A141

PENTHOUSE/ROOF PLANS

SCALE= 3/16" = 1'-0" 1

ROOF & MECHANICAL PENTHOUSE PLAN

SCALE= 3/16" = 1'-0" 2

MECHANICAL PENTHOUSE ROOF PLAN

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

GG EE CC AABBFF DD

1

A301

4

A302

3

A303

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

2

A E

2 0

3

1

A E

2 0

2

1 AE203

2 AE203

3 AE203

1 AE201

1

AE205

1

AE204

1 /1

3 /2

0 1 7

3 :3

3 :0

1 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A201

EXTERIOR ELEVATIONS

SCALE= 3/16" = 1'-0" 1

North-West

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

4 65 6.35.6

3

A302

2

A301

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

GGEE FFDD

4

A302

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

4 2

A301

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

2

A E

2 0

3

1

A E

2 0

2

1 AE203

2 AE203

3 AE203

1 AE201

1

AE205

1

AE204

1 /1

3 /2

0 1 7

3 :3

3 :4

2 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A202

EXTERIOR ELEVATIONS

SCALE= 3/16" = 1'-0" 1

North-East SCALE= 3/16" = 1'-0"

2 South-East

SCALE= 3/16" = 1'-0" 3

North-East Inside

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

EGL JK H F

1

A304

3

A304

2

A304

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

1 32

1

A303

4

A304

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

2

A E

2 0

3

1

A E

2 0

2

1 AE203

2 AE203

3 AE203

1 AE201

1

AE205

1

AE204

1 /1

3 /2

0 1 7

3 :3

4 :1

8 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A203

EXTERIOR ELEVATIONS

SCALE= 3/16" = 1'-0" 1

North Inside SCALE= 3/16" = 1'-0"

2 East

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

A C E G LJ KHFDB

1

A304

3

A304

2

A304

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

2

A E

2 0

3

1

A E

2 0

2

1 AE203

2 AE203

3 AE203

1 AE201

1

AE205

1

AE204

1 /1

3 /2

0 1 7

3 :3

5 :1

5 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A204

EXTERIOR ELEVATIONS

SCALE= 3/16" = 1'-0" 1

South

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

4

A303

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

2

A E

2 0

3

1

A E

2 0

2

1 AE203

2 AE203

3 AE203

1 AE201

1

AE205

1

AE204

1 /1

3 /2

0 1 7

3 :3

6 :1

3 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A205

EXTERIOR ELEVATIONS

SCALE= 3/16" = 1'-0" 1

West

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

4 65 6.35.63 A3022

A301

MECHANICAL PENTHOUSE

402

LARGE CONFERENCE

328

BREAK ROOM

326

ELECTRICAL

307

ELECTRICAL

207

ELECTRICAL

107

BREAK ROOM

131

BREAK ROOM

229

MEDIUM CONFERENCE

231

SMALL CONFERENCE

133HALL

132

HALL

230

HALL

327

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

GGEECCAA BB FFDD

3 '- 6

"

1

A301

4

A302

3

A303

IT / DATA

311

IT / DATA

211

IT / DATA

112 HALL

108

CUSTODIAL

110

HALL

208

HALL

308

MENS RESTROOM

306

MENS RESTROOM

206

MENS RESTROOM

106 HALL

108

HALL

208

HALL

308

BREAK ROOM

326

BREAK ROOM

229

BREAK ROOM

131 SHAFT

140

SHAFT

243

SHAFT

332

MEDIUM TEAM AREA

240

SHARED OFFICE

139

MEDIUM TEAM AREA

333

MECHANICAL PENTHOUSE

402

1. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITH ALL THE CODE REQUIREMENTS (TYPICAL) - REFER TO LIFE SAFETY PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN SHORING SYSTEM, LAID BACK WATERPROOFING & HORIZONTAL WATERPROOFING SYSTEMS - THEY SHALL BE COMPATIBLE ONE TO EACH OTHER & MUST FOLLOW RECOMMENDATIONS FROM THEIR MANUFACTURERS.

3. WALL PARTITIONS WITHIN RETAIL SPACES SHALL BE FINISHED PER TENANT IMPROVEMENT, EXCEPT THOSE WALLS THAT ARE REQUIRED FOR FIRE RATING OR THERMAL/MINIMUM UTILITIES CONDITIONING OF THE SHELL SPACE.

4. WHERE SHORING CONDITIONS APPLY, CONTRACTOR SHALL PROVIDE WITH IT, THE REQUIRED WATERPROOFING AND DRAINAGE SYSTEM FOR THE CONCRETE & THE SHORING WALL RESPECTIVELY.

5. ALL WALLS SHALL BE BUILT FOLLOWING WALL TYPE PARTITION DETAILS (TYPICAL).

6. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ON STRUCTURAL PLANS (TYPICAL).

7. REFER TO PLAN DETAILS FOR SPECIFIC LOCATION OF STUDS THAT WILL ACCOMPLISH ALIGNMENTS OF DIFFERENT TYPES OF WALLS (TYPICAL).

8. COLORS, STAINS & FINISHES ON ALL DESCRIPTED MATERIALS ARE PER FINISH PLANS, SPECIFICATIONS & AS SELECTED PER INTERIOR DESIGNER AND/OR ARCHITECT (TYPICAL).

9. WOOD MATERIAL UNDER TYPE 1A CONSTRUCTION SHALL BE FIRE AND PRESSURE TREATED (TYPICAL) U.N.O.

GENERAL SHEET NOTES

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

7 :0

0 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A301

BUILDING SECTIONS

SCALE= 3/16" = 1'-0" 1

Break Room & Electrical Room Section SCALE= 3/16" = 1'-0"

2 Break Room East-West Section

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

GGEECCAA BB FFDD

1 '- 6

"

5 '- 6

"

1 '- 6

"

1 '- 6

"

1

A301

4

A302

3

A303

A351

2

SMALL TEAM AREA

334

SHARED OFFICE

241 HALL

230

HALL

327

MECHANICAL PENTHOUSE

402

SMALL OPEN OFFICE

137 HALL

132

MAIN HALL

104 LOBBY

100

LOBBY

200

LOBBY

300

STAIRS

301

STAIRS

201

STAIRS

101

MAIN HALL

204

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

46 56.3 5.6 3 A302

A351

1

A351

3

MECHANICAL PENTHOUSE

402

HALL

327

SHARED OFFICE

330

DOCUMENT STORAGE

331

SHAFT

332

SHAFT

243

SHAFT

140

DOCUMENT STORAGE

244

EXECUTIVE ASSISTANT

236 HALL

230

PRESIDENT OFFICE

235

EXECUTIVE OFFICE

135

HALL

132

DOCUMENT STORAGE

141

1. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITH ALL THE CODE REQUIREMENTS (TYPICAL) - REFER TO LIFE SAFETY PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN SHORING SYSTEM, LAID BACK WATERPROOFING & HORIZONTAL WATERPROOFING SYSTEMS - THEY SHALL BE COMPATIBLE ONE TO EACH OTHER & MUST FOLLOW RECOMMENDATIONS FROM THEIR MANUFACTURERS.

3. WALL PARTITIONS WITHIN RETAIL SPACES SHALL BE FINISHED PER TENANT IMPROVEMENT, EXCEPT THOSE WALLS THAT ARE REQUIRED FOR FIRE RATING OR THERMAL/MINIMUM UTILITIES CONDITIONING OF THE SHELL SPACE.

4. WHERE SHORING CONDITIONS APPLY, CONTRACTOR SHALL PROVIDE WITH IT, THE REQUIRED WATERPROOFING AND DRAINAGE SYSTEM FOR THE CONCRETE & THE SHORING WALL RESPECTIVELY.

5. ALL WALLS SHALL BE BUILT FOLLOWING WALL TYPE PARTITION DETAILS (TYPICAL).

6. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ON STRUCTURAL PLANS (TYPICAL).

7. REFER TO PLAN DETAILS FOR SPECIFIC LOCATION OF STUDS THAT WILL ACCOMPLISH ALIGNMENTS OF DIFFERENT TYPES OF WALLS (TYPICAL).

8. COLORS, STAINS & FINISHES ON ALL DESCRIPTED MATERIALS ARE PER FINISH PLANS, SPECIFICATIONS & AS SELECTED PER INTERIOR DESIGNER AND/OR ARCHITECT (TYPICAL).

9. WOOD MATERIAL UNDER TYPE 1A CONSTRUCTION SHALL BE FIRE AND PRESSURE TREATED (TYPICAL) U.N.O.

GENERAL SHEET NOTES

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

7 :1

7 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A302

BUILDING SECTIONS

SCALE= 3/16" = 1'-0" 3

North Area East-West Section SCALE= 3/16" = 1'-0"

4 North Area North-South Section

Revision Schedule

No. Description Date

1 Revision 1 Date 1

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

4

A303

LOBBY

300

LOBBY

200

LOBBY

100

ELEVATOR

103

ELEVATOR

203

ELEVATOR

303CUSTODIAL

310

CUSTODIAL

210

ELEVATOR EQUIPMENT

111

IT / DATA

112

IT / DATA

211

IT / DATA

311SUPPLY / STORAGE

312

SUPPLY / STORAGE

212

FIRE / PIPE RISER

113

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

4 65 5.6 3

A302

2

A301

A351

4

MENS RESTROOM

306

WOMENS RESTROOM

305

WOMENS RESTROOM

205

MENS RESTROOM

206

MENS RESTROOM

106

WOMENS RESTROOM

105

RECEPTION / SECURITY

302

RECEPTION / SECURITY

202

RECEPTION / SECURITY

102

LOBBY

100

LOBBY

200

LOBBY

300

STAIRS

301

STAIRS

201

STAIRS

101

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

High Roof 161'-0"

A C E G LJ KHFDB

2 '- 5 1

/8 "

1 0

'- 6

5 /8

"

1 '- 6

" 1

'- 6

"

1 '- 6

"

1

A304

3

A304

2

A304

SOUTH TRAINING ROOM

325

HALL

208

SMALL OPEN OFFICE

226

HALL

108

HALL

308

FILING

109

FILING

209

FILING

309

IT / DATA

211

IT / DATA

112

IT / DATA

311

Level 3 132'-0"

Penthouse 148'-0"

Z1 2 A303

A550

8

ROOF ACCESS

401

CUSTODIAL

310

1. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITH ALL THE CODE REQUIREMENTS (TYPICAL) - REFER TO LIFE SAFETY PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN SHORING SYSTEM, LAID BACK WATERPROOFING & HORIZONTAL WATERPROOFING SYSTEMS - THEY SHALL BE COMPATIBLE ONE TO EACH OTHER & MUST FOLLOW RECOMMENDATIONS FROM THEIR MANUFACTURERS.

3. WALL PARTITIONS WITHIN RETAIL SPACES SHALL BE FINISHED PER TENANT IMPROVEMENT, EXCEPT THOSE WALLS THAT ARE REQUIRED FOR FIRE RATING OR THERMAL/MINIMUM UTILITIES CONDITIONING OF THE SHELL SPACE.

4. WHERE SHORING CONDITIONS APPLY, CONTRACTOR SHALL PROVIDE WITH IT, THE REQUIRED WATERPROOFING AND DRAINAGE SYSTEM FOR THE CONCRETE & THE SHORING WALL RESPECTIVELY.

5. ALL WALLS SHALL BE BUILT FOLLOWING WALL TYPE PARTITION DETAILS (TYPICAL).

6. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ON STRUCTURAL PLANS (TYPICAL).

7. REFER TO PLAN DETAILS FOR SPECIFIC LOCATION OF STUDS THAT WILL ACCOMPLISH ALIGNMENTS OF DIFFERENT TYPES OF WALLS (TYPICAL).

8. COLORS, STAINS & FINISHES ON ALL DESCRIPTED MATERIALS ARE PER FINISH PLANS, SPECIFICATIONS & AS SELECTED PER INTERIOR DESIGNER AND/OR ARCHITECT (TYPICAL).

9. WOOD MATERIAL UNDER TYPE 1A CONSTRUCTION SHALL BE FIRE AND PRESSURE TREATED (TYPICAL) U.N.O.

GENERAL SHEET NOTES

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

8 :2

8 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A303

BUILDING SECTIONS

SCALE= 3/16" = 1'-0" 2

Core North-South Section SCALE= 3/16" = 1'-0"

3 Restrooms North-South Section

SCALE= 3/16" = 1'-0" 1

South Area East-West Hall Section

SCALE= 3/16" = 1'-0" 4

Level 3 Roof Access Section

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

1 32 1 A303

4

A304

EXECUTIVE OFFICE

320

HALL

308

SHARED OFFICE

321

LARGE TEAM AREA

221 HALL

208

EXECUTIVE OFFICE

220

EXECUTIVE OFFICE

122

HALL

108

LARGE CONFERENCE

123

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

1 32

1

A303

4

A304

LARGE CONFERENCE

318

HALL

308

SHARED OFFICE

317

SHARED OFFICE

217

HALL

208

LARGE CONFERENCE

218

LARGE TEAM AREA

119

HALL

108

SHARED OFFICE

118

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

13 2 1

A303 4

A304

A351

5 SOUTH TRAINING

ROOM

325

LARGE OFFICE

223

SMALL OFFICE

224

SMALL OFFICE

126

LARGE OFFICE

125

HALL

208

HALL

108

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

ACEGL JK H F D B 1

A304

3

A304

2

A304

SOUTH TRAINING ROOM

325

SHARED OFFICE

225

SHARED OFFICE

127

SMALL OFFICE

224

SMALL OFFICE

126

LARGE OFFICE

323

LARGE OFFICE

222

LARGE OFFICE

124

EXECUTIVE OFFICE

320

EXECUTIVE OFFICE

220

EXECUTIVE OFFICE

122

LARGE CONFERENCE

318

LARGE CONFERENCE

218

SUPPLY / STORAGE

121

LARGE TEAM AREA

119

MEDIUM TEAM AREA

315

SMALL OPEN OFFICE

314

SMALL OPEN OFFICE

313

MEDIUM TEAM AREA

215

SMALL OPEN OFFICE

214

SMALL OPEN OFFICE

213

MEDIUM TEAM AREA

116

SMALL OPEN OFFICE

115

SMALL OPEN OFFICE

114

FIRE / PIPE RISER

113

SUPPLY / STORAGE

212

SUPPLY / STORAGE

312

1. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITH ALL THE CODE REQUIREMENTS (TYPICAL) - REFER TO LIFE SAFETY PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN SHORING SYSTEM, LAID BACK WATERPROOFING & HORIZONTAL WATERPROOFING SYSTEMS - THEY SHALL BE COMPATIBLE ONE TO EACH OTHER & MUST FOLLOW RECOMMENDATIONS FROM THEIR MANUFACTURERS.

3. WALL PARTITIONS WITHIN RETAIL SPACES SHALL BE FINISHED PER TENANT IMPROVEMENT, EXCEPT THOSE WALLS THAT ARE REQUIRED FOR FIRE RATING OR THERMAL/MINIMUM UTILITIES CONDITIONING OF THE SHELL SPACE.

4. WHERE SHORING CONDITIONS APPLY, CONTRACTOR SHALL PROVIDE WITH IT, THE REQUIRED WATERPROOFING AND DRAINAGE SYSTEM FOR THE CONCRETE & THE SHORING WALL RESPECTIVELY.

5. ALL WALLS SHALL BE BUILT FOLLOWING WALL TYPE PARTITION DETAILS (TYPICAL).

6. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ON STRUCTURAL PLANS (TYPICAL).

7. REFER TO PLAN DETAILS FOR SPECIFIC LOCATION OF STUDS THAT WILL ACCOMPLISH ALIGNMENTS OF DIFFERENT TYPES OF WALLS (TYPICAL).

8. COLORS, STAINS & FINISHES ON ALL DESCRIPTED MATERIALS ARE PER FINISH PLANS, SPECIFICATIONS & AS SELECTED PER INTERIOR DESIGNER AND/OR ARCHITECT (TYPICAL).

9. WOOD MATERIAL UNDER TYPE 1A CONSTRUCTION SHALL BE FIRE AND PRESSURE TREATED (TYPICAL) U.N.O.

GENERAL SHEET NOTES

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

KEY PLAN

1 /1

3 /2

0 1 7

3 :3

9 :0

5 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A304

BUILDING SECTIONS

SCALE= 3/16" = 1'-0" 1

South Area North-South Section 1 SCALE= 3/16" = 1'-0"

2 South Area North-South Section 2

SCALE= 3/16" = 1'-0" 3

South Offices North-South Section

SCALE= 3/16" = 1'-0" 4

South Offices East-West Section

Revision Schedule

No. Description Date

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

66.3

3

A302

A550

6

A550

10

A550

3

A550

7

2 '- 9

" 2

'- 9

" 2

'- 9

" 7

'- 9

" 2

'- 9

" 2

'- 9

" 2

'- 9

"

7 '- 9

" 2

'- 9

" 7

'- 9

" 2

'- 9

" 4

'- 9

" 1

'- 6

"

4'-5 3/8"

SCHEDULED CEILING

5/8" GYP BD OVER 6" METAL STUDS @ 16"O.C

STEEL BEAM, SEE STRUCTURAL

INSULATED ROOFING SYSTEM

ROOF DRAIN

CONCRETE OVER METAL DECK

EXTERIOR GLAZING

STEEL BEAM, SEE STRUCTURAL

SCHEDULED CEILING

CONCRETE OVER METAL DECK

SCHEDULED CEILING

STEEL BEAM, SEE STRUCTURAL

EXTERIOR GLAZING

INSULATED EXTERIOR CEILING SOFFIT

FOOTING AND FOUNDATION SEE STRUCTURAL

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

GG

A550

1

A550

4

A550

2

6'-7 1/4" 11 1/4"

4'-10 1/4"

2 '- 9 1

/8 "

7 '- 9

" 2

'- 9

"

2 '- 9

" 7

'- 9

" 2

'- 9

" 2

'- 9

" 2

'- 9

" 7

'- 9

" 2

'- 9

"

GUARD RAIL

PARAPET WALL

EXTERIOR GLAZING SYSTEM

CONCRETE OVER METAL DECK

STEEL FRAMING, SEE STRUCTURAL

METAL PANEL SOFFIT SYSTEM

EXTERIOR GLAZING SYSTEM

Penthouse 148'-0"

High Roof 161'-0"

2 '- 0

"

GUARD RAILING

3 '- 6

"

STEEL FRAMING, SEE STRUCTURAL

ALUMINUM METAL PARAPET CAP

CONCRETE PENTHOUSE SLAB OVER METAL DECK

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

6

A550

5

A550

11

A550

9

1 '- 6

" 2

'- 0

" 2

'- 9

" 2

'- 9

" 7

'- 9

" 2

'- 9

" 2

'- 9

" 2

'- 9

" 7

'- 9

" 2

'- 9

" 2

'- 9

" 2

'- 9

" 7

'- 9

" 2

'- 9

"

4 3/4"

4 3/4"

WIRE STAIR RAILING W/ WOOD HAND RAIL

SCHEDULED CEILING

EXTERIOR ALUMINUM CURTAINWALL SYSTEM

ROOF FRAMING, SEE STRUCTURAL

ROOF INSULATION

ROOF MEMBRANE: CONTINUE UP OVER PARAPET WALL

SCHEDULED CEILING

EXTERIOR ALUMINUM CURTAINWALL SYSTEM

Level 1 100'-0"

Level 2 116'-0"

Level 3 132'-0"

Penthouse 148'-0"

3

1 '- 6

" 2

'- 0

" 2

'- 9

" 2

'- 9

" 7

'- 9

" 5

'- 6

" 2

'- 9

" 7

'- 9

" 5

'- 6

" 2

'- 9

" 7

'- 9

" 2

'- 9

"

GUARD RAILING

STEEL FRAMING, SEE STRUCTURAL

EXTERIOR SHADING DEVICE

CURTAINWALL SYSTEM

R-13 INSULATION

EXTERIOR METAL PANEL SYSTEM

CURTAINWALL SYSTEM

EXTERIOR SHADING DEVICE

R-13 INSULATION

EXTERIOR METAL PANEL SYSTEM

CURTAINWALL SYSTEM

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

P ro

je c t

N a m

e :

P ri n t

D a te

:

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

je c ts

d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

e ta

il s a

re N

o t F

o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

T e c h n o lo

g ie

s , In

c . tr

a in

in g p

u rp

o s e s o

n ly

. 3 .

T h e d

e s ig

n a

n d c

o rr

e s p o n d in

g d

o c u m

e n ts

a re

o w

n e d a

n d c

o p y ri g h te

d b

y P

ro c o re

T e c h n o lo

g ie

s , In

c .

1 /1

3 /2

0 1 7

3 :3

9 :1

4 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A351

WALL SECTIONS

SCALE= 3/8" = 1'-0" 1

Popout Wall Section SCALE= 3/8" = 1'-0"

2 North Area Over Hang Wall Section

SCALE= 3/8" = 1'-0" 3

Mechanical Penthouse Wall Section

SCALE= 3/8" = 1'-0" 4

North Exterior Curtain Wall Section SCALE= 3/8" = 1'-0"

5 South Exterior Curtainwall Section

Revision Schedule

No. Description Date

1 7 "-

1 9 "

12" 42"

40"

54"

4 0 "

1 8 "

1 8 "

7" - 9"

1 7 "

- 1 9 "

16" - 18" 17" PREFERRED

24" MIN. 12" MIN.

4 "

1 8 "

P R

E F

E R

R E

D

@ W

A L L

H U

N G

9 "

M IN

2 7 "

M IN

2 9 "

M IN

3 4 "

LEG CLEARANCE

11" MIN

KNEE CLEARANCE 5" MIN

17" MIN

NOTE: INSULATE PIPE WHEN EXPOSED (NO SHARP OR ABRASIVE SURFACES BELOW LAVATORY)

2 5 "

@ C

H IL

D R

E N

'S T

O IL

E T

R M

TACKBOARD / CHALKBOARD / WHITEBOARD

FIRE EXTINGUISHER

CABINET

ADA DOOR OPERATOR

ADA ROOM ID FIRE EXTINGUISHER

3 6 "

4 8 "

U N

O 3 6 "

WALL OR POST MOUNTED OPERATOR

MEN

MEN

FINISH FLOOR LINE

4 8 "

9"

TO TACTILE LETTER CENTERLINE

6 0 "

T O

S IG

N C

L

4 "

M IN

1 6 " 2

4 "

8"

4"

GRAB BARTOILET SEAT COVER DISPENSER

TOILET TISSUE DISPENSER

(NON-ACCESSIBLE STALL)

PARTITION MOUNTED SANITARY NAPKIN

DISPOSAL UNIT

SANITARY NAPKIN VENDING UNIT

SURFACE MOUNT SOAP DISPENSER

MIRROR W/ FRAME

HAND DRYERWASTE RECEPTACLE

PAPER TOWEL DISPENSER

COMBINATION PAPER TOWEL DISPENSER / WASTE RECEPTACLE

C E

N T

E R

O F

S L O

T

4 6 "

C E

N T

E R

O F

S L O

T

4 0 "

T O

P O

F O

P E

N IN

G

3 5 "

4 8 "

(T O

R E

C E

S S

E D

B O

X )

4 0 "

M A

X

4 2 "

3 0 "

4 8 "

3 5 "

BABY CHANGING STATION

C H

A N

G IN

G B

E D

3 2 "

2 4 "

T O

R E

F L E

C T

IV E

S

U R

F A

C E

W H

E N

A

B O

V E

C

O U

N T

E R

O R

L A

V

4 2 "

C H

IL D

R E

N 'S

T O

IL E

T R

O O

M

T O

T O

P O

F G

R IP

P IN

G

S U

R F

A C

E

FINISH FLOOR LINE

CL

CENTER OVER TOILET

C E

N T

E R

O F

S L O

T

3 0 "

2"

1 1

/2 "

M IN

C L E

A R

A N

C E

B

E T

W E

E N

G R

A B

B

A R

A N

D

A C

C E

S S

O R

IE S

4 6 "

ROBE HOOK

SILICONE SEALANT

GLAZED WALL TILE: • 4 1/4" X 4 1/4" • PRICE GROUP 1 • BULLNOSE EDGES @ PERIMETER • INCREASE HEIGHT AND WIDTH AS REQUIRED TO MINIMIZE CUTS

SERVICE SINK

4 '-0

" M

IN

4'-0" MIN

GLAZED WALL TILE PLAN VIEW

ELEVATION VIEW

6 '-0

"

MOP AND BROOM HOLDER

6 0 "

M IN

5 6 "

M IN

o r

4 "

M A

X

3 2 "

M IN

.

42" MIN

1 7 "

60"

6" TOE CLEARANCE INSTALL BOTTOM OF TOILET PARTITION AT 12" AFF

6 0 "

36"

S N

D U

T T

D

36" MIN

ELONGATED RIM

ACCESSIBLE URINAL

TYPICAL URINAL

2 4 "

1 7 "

M A

X

4 4 "

M A

X

1 7 "

M A

X

6" MIN

MIN

13 1/2"

CLEAR

30" MIN

4 8 "

M IN

CLEAR FLOOR SPACE

M IN

.

6 "

ACCESSIBLE

36"

TYPICAL

36"

6309 CARPINTERIA AVE

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Sheet Name:

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1 .

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2 .

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A500

ADA MOUNTING HEIGHTS

Revision Schedule

No. Description Date

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

ACCESSIBLE STALL MTG HEIGHTS SCALE= 1/2" = 1'-0"

2 LAVATORY MOUNTING HEIGHT

SCALE= 1/2" = 1'-0" 8

MOUNTING HEIGHTS

SCALE= 1/2" = 1'-0" 3

NON-ACC STALL MTG HEIGHTS

SCALE= 1/2" = 1'-0" 6

TOILET ROOM EQUIPMENT SCALE= 1/2" = 1'-0"

7 SERVICE SINK

SCALE= 1/2" = 1'-0" 9

STALL PLAN SCALE= 1/2" = 1'-0"

10 NON-ACCESSIBLE STALL PLAN

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

URINAL MOUNTING HEIGHTS SCALE= 1/2" = 1'-0"

5 URINAL PLAN

5/8" GYP. BD.

SHIM AS REQUIRED

INTERIOR ALUMINUM FRAME

OFFICE FRONT GLASS

ACOUSTICAL CEILING SYSTEM

3 5/8" x 20 GA. STUDS @ 16" O.C. TO FLOOR DECK ABOVE

5/8" GYP. BD.

W" FASCIA TRIM W/ HEMMED EDGES

BOX HEADER

3"

FINISH & PAINT WALL TO 18" ABOVE CEILING

INTERIOR ALUMINUM FRAME

DOOR - SEE SCHEDULE

1/4" TEMPERRED GLASS TRANSOM

FRAMED WALL

INTERIOR ALUMINUM FRAME

DOOR PER DOOR SCHEDULE

2 "

CONT. JOINT SEALANT AT PERIMETER OF FRAME, BOTH SIDED (TYP)

5/8" GYPSUM WALL BOARD, BOTH SIDES

METAL STUD BOX BEAM HEADER

HOLLOW METAL FRAME

SCHEDULED FINISH

SOUND ATTENUATION BLANKET

GLAZING AS SCHEDULED

6" ALUMINUM TOP RAIL - TYP

ALUMINUM WINDOW SYSTEM HORIZONTAL MULLION

GLAZING AS SCHEDULED

CONT. JOINT SEALANT AROUND PERIMETER OF FRAME, BOTH SIDES (TYP)

5/8" GYPSUM WALL BOARD

METAL STUD FRAMING

2"

HOLLOW METAL FRAME

DOOR PER DOOR SCHEDULE

SCHEDULED FINISH

SCHEDULED FINISH

5/8" GYPSUM WALL BOARD

ALUM STOREFRONT WINDOW SYSTEM - SEE WINDOW SCHEDULE

SCHEDULED DOOR

GLAZING AS SCHEDULE

DOOR - SEE SCHEDULE

SOUND BATT INSULATION

5/8" GYP. BD.

3 5/8" METAL STUDS @ 16" O.C.

ALUMINUM WINDOW SYSTEM FRAME (TYP)

CONT. BEAD OF SEALANT (TYP)

5/8" GYP. BD.

DOOR - SEE SCHEDULE

SOUND BATT INSULATION

5/8" GYP. BD.

3 5/8" METAL STUDS @ 16" O.C.

CONT. BEAD OF SEALANT (TYP)

5/8" GYP. BD.

SHIM AS REQUIRED

DOOR - SEE SCHEDULE

SOUND BATT INSULATION

5/8" GYP. BD.

3 5/8" METAL STUDS @ 16" O.C.

CONT. BEAD OF SEALANT (TYP)

5/8" GYP. BD.

SHIM AS REQUIRED

WOOD BLOCKING AS REQ'D.

EXTERIOR VESTIBULE

DOOR SWEEP AS SCHEDULED PER HARDWARE GROUP

BOTTOM RAIL (SEE DOOR TYPE)

ALUMINUM THRESHOLD (SET IN FULL BED OF MASTIC)

GLAZING (SEE GLAZING SCHEDULE

DOOR FRAME AS SCHEDULED LINE OF FINISHES BEYOND

EXTERIOR SLAB ON GRADE

INTERIOR SLAB ON GRADE

1 /2

"

WALK-OFF MATT

2" RIGID INSULATION

LATEX SCREED

DOOR FRAME AS SCHEDULED BEYOND

SLAB ON GRADE

SCHLUTER METAL EDGE

THICK SET TILE FINISH

SCHEDULED FINISH

DOOR FRAME AS SCHEDULED BEYOND

SLAB ON GRADE

METAL TRANSITION

CARPET FLOORING

SCHEDULED FINISH

1 /4

" M

A X

.

SECONDARY ROOF DRAIN

1 1/4" WATER DAM

SET EXTENSION SLEEVE3/4" ABOVE PRIMARY DRAIN EXTENSION SLEEVE

ROOF SUMP RECEIVER

UNDERDECK CLAMP

PRIMARY ROOF DRAIN (SEE PLUMB.)

ROOFING SYSTEM OVER RIGID INSULATION

ROOF SUMP RECEIVER

UNDER DECK CLAMP

EXTENSION SLEEVE

1/4"/FT. SLOPE

MIN. (2) 2X PRESSURE TREATED WOOD BLOCKING TYP.

CONCRETE SLAB OVER METAL DECK HANGERS EMBEDDED IN CONCRETE

DUCT OR OTHER OBSTUCTION

TWO METAL 2 1/2" CLG RUNNERS PLACED BACK TO BACK, W/ MIN. SIZE AS REQ'D FOR LOAD AND SPAN 12 GA. SPLAY WIRE

2 1/2" CEILING RUNNER

7/8" FURRING CHANNEL @ 16" O.C.

ACOUSTICAL CEILING PANEL AS SCHEDULED

5/8" GYPSUM BOARD

4'-0" O.C. - TYP.

GREATER THAN 4' - 0"

SCHEDULED WALL - SEE FLOOR PLANS & WALL TYPES

ACOUSTICAL PANEL CEILING SEE RCP

4" METALSTUDS, 20 ga. ANCHORED TO STRUCTURE ABOVE

NOTE:

SPACING OF BRACES SHALL NOT EXCEED 4'-0" O.C. STAGGERED BRACE TO BRACE OR BRACE TO INTERSECTION OF WALL

M IN

.

6 "

45 ° 2 1/2" CEILING RUNNERS @

16" O.C., UNO W/ WIRE HANGERS @ 24" O.C. MAX

7/8" FURRING CHANNELS @ 16" O.C., UNO

5/8" GYPSUM BOARD

4 5 °

4 5 °

45 .0

°

45.0°

VERTICAL COMPRESSION STRUT

12 GA. SPLAY WIRE IN PLANE OF EACH COMPONENT

MAIN RUNNER

CROSS RUNNER

NOTE: PLAY WIRES WITH STRUT TO BE 12'-0" O.C. EACH DIRECTION - THE FIRST POINT OF BRACING TO BE WITHIN 6'-0" FROM EACH

WALL

4" MAXTYP

5/8" GYP. BD.

SHIM AS REQUIRED

INTERIOR ALUMINUM FRAME

OFFICE FRONT GLASS

ACOUSTICAL CEILING SYSTEM

3 5/8" x 20 GA. STUDS @ 16" O.C. TO FLOOR DECK ABOVE

5/8" GYP. BD.

BOX HEADER

FINISH & PAINT WALL TO 18" ABOVE CEILING

METAL DECK

RIGID INSULATION

LAP SEALANT

ELASTOMERIC PIPE BOOT

CLAMP RING

SEALAN T

VENT PIPE RE: MECH.

VAPOR RETARDER - LAP ONTO PIPE

6309 CARPINTERIA AVE

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ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

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1 .

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p ro

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C o n s tr

u c ti o n .

2 .

T h e s e d

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f o r

P ro

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TYPICAL SECTION DETAILS

SCALE= 3" = 1'-0" 1

CEILING DETAIL

Revision Schedule

No. Description Date

SCALE= 3" = 1'-0" 2

HEAD DETAIL SCALE= 3" = 1'-0"

3 DOOR HEADER

SCALE= 3" = 1'-0" 4

CURTAIN WALL HEAD DETAIL SCALE= 3" = 1'-0"

5 TYPICAL JAMB DETAIL

SCALE= 3" = 1'-0" 6

CURTAIN WALL MULLION DETAIL SCALE= 3" = 1'-0"

7 DOOR JAMB

SCALE= 3" = 1'-0" 8

DOOR JAMB SCALE= 3" = 1'-0"

9 DOOR JAMB

SCALE= 3" = 1'-0" 11

EXTERIOR DOOR DETAIL SCALE= 3" = 1'-0"

12 TILE FLOOR THRESHOLD DETAIL

SCALE= 3" = 1'-0" 13

FLOOR THRESHOLD DETAIL SCALE= 1 1/2" = 1'-0"

14 ROOF DRAIN DETAIL

SCALE= 1 1/2" = 1'-0" 15

TYPICAL CEILING DETAIL SCALE= 1 1/2" = 1'-0"

16 CEILING DETAIL

SCALE= 3" = 1'-0" 17

CEILING DETAIL SCALE= 1 1/2" = 1'-0"

18 TYPICAL CEILING DETAIL

SCALE= 3" = 1'-0" 10

CEILING HEAD DETAIL

SCALE= 1 1/2" = 1'-0" 19

DETAIL OF PIPE PENETRATION

Level 2 116'-0"

4'-10 1/4"

CARPET TILE OVER

CONCRETE AND METAL DECK

EXTERIOR ALUMINUM

CURTAINWALL

STEEL FRAMING,

SEE STRUCTURAL DRAWINGS

EXTERIOR METAL PANEL

SYSTEM OVER WALL

FRAMING

EXTERIOR CURTAINWALL AND

GLAZING

CEILING FINISH, SEE PLAN

METAL SOFFIT OVER

EXTERIOR SHEATHING

Level 1 100'-0"

11"

ALUMINUM CURTAINWALL MULLION

DRIP EDGE IN METAL PANEL

ALUMINUM METAL PANEL

RIDGID INSULATION BACKING

WEATHER BARRIER OVER

EXTERIOR SHEATHING

STEEL STUD FRAMING

Penthouse 148'-0"

6'-7 1/4"

ROOFING MEMBRANE METAL ROOF DECK

STEEL FRAMING,

SEE STRUCTURAL DRAWINGS

EXTERIOR METAL PANEL

SYSTEM OVER WALL

FRAMING

EXTERIOR CURTAINWALL AND

GLAZING

CEILING FINISH, SEE PLAN

METAL SOFFIT PANEL OVER

EXTERIOR SHEATHING

INSULATED SPANDREL PANEL

TAPERED INSULATION

1'-10"

4"

ALUMINUM SUN SHELF

4" ALUMINUM MULLION

GLAZING

EXTERIOR METAL PANEL

STEEL STUD BOX HEADER,

SEE STRUCTURAL

CEILINING FINISH, SEE PLANS

Penthouse 148'-0"

STAINLESS STEEL GUARDRAIL

ALUMINUM STEEL GUARDRAIL

EXTERIOR ALUMINUM PANEL

WEATHER BARRIER OVER

EXTERIOR SHEATHING

METAL STUD FRAMING W/

SPRAY ON INSULATION

ROOF INSULATION OVER

CONCRETE ROOF DECK.

Level 2 116'-0"

6.3

CURTAINWALL GLAZING

SILICONE SEALANT

ALUMINUM MULLION

STRUCTURAL STEEL BACKING

CONCRETE OVER

METAL DECKING

HARDWOOD WINDOW SILL

GYPBOARD

Level 3 132'-0"

6.3

ALUMINUM DRIP CAP

EXTERIOR ALUMINUM

PANEL FINISH SYSTEM

STRUCTURAL FRAMING,

SEE STRUCTURAL

EXTERIOR SHEATHING

STEEL STUD FRAMING,

W/ R-13 INSULATION

EXTERIOR GLAZING

AND CURTAIN WALL

TAPERED ROOFING

INSULATION

WHITE ROOFING MEMBRANE.

COVER UP OVER PARAPET WALL

CONCRETE OVER

ROOF METAL ROOF DECK

WEATHER BARRIER

1'-2 5/8"

Penthouse 148'-0"

ROOFING MEMBRANE OVER INSULATION

METAL ROOF DECK

METAL FASCIA

METAL PANEL EXTERIOR FINISH SYSTEM

INSULATED METAL DOOR

ROOFING MEMBRANE

9 "

ROOFING INSULATION

Level 1 100'-0"

7"

CERAMIC TILE,

SEE SCHEDULE

CONCRETE FLOOR SLAB

ALUMINUM CURTAIN WALL

Level 3 132'-0"

6

WIDE FLANGE STEEL BEAM,

SEE STRUCTURAL

GYPBOARD OVER STEEL STUD

EXTERIOR CURTAIN WALL

CERAMIC FLOOR TILE OVER

CONCRETE FLOOR SLAB

ON METAL DECK

Penthouse 148'-0"

1 '- 6

"

STAINLESS STEEL GUARDRAIL

ALUMINUM FLASHING

METAL PANEL EXTERIOR FINISH

2 '- 0

"

CURTAIN WALL GLAZING SYSTEM

CONTINOUS WEATHER BARRIER

EXTERIOR SHEATHING

7"

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

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ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

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ART VANDELAY

1 .

T h is

p ro

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d e s ig

n , s h e e ts

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C o n s tr

u c ti o n .

2 .

T h e s e d

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a re

f o r

P ro

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g d

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SECTION DETAILS

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

EXTERIOR METAL SOFFIT AT LOW OVERHANG

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

EXTERIOR METAL PANEL AT SLAB

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

EXTERIOR METAL SOFFIT AT HIGH OVERHANG

SCALE= 1 1/2" = 1'-0" 6

22" SUN SHELF MULLION

SCALE= 1 1/2" = 1'-0" 10

ALUMINUM EXTERIOR FINISH AT PARAPET WALL

SCALE= 1 1/2" = 1'-0" 3

CURTAIN WALL AT FLOOR (14" MULLION)

SCALE= 1 1/2" = 1'-0" 7

PARAPET DETAIL AT 14 " MULLION SCALE= 1 1/2" = 1'-0"

8 DOOR DETAIL AT ROOF ACCESS

SCALE= 1 1/2" = 1'-0" 5

7" CURTAINWALL AT SLAB ON GRADE

SCALE= 1 1/2" = 1'-0" 11

GYPBOARD SOFFIT AT STAIRWELL

SCALE= 1 1/2" = 1'-0" 9

PARAPET DETAIL AT 7" CURTAIN WALL

Revision Schedule

No. Description Date

STEEL COLUMN, SEE STRUCTURAL

INTERIOR PARTITION WALL, SEE PLAN AND SCHEDULE

TYP

1'-0"

TYP

1'-0"

T Y

P

1 '- 0

"

RATED WALL ASSEMBLY

SPRAY INSULATION IN WALL CAVITY

3 5/8" METAL STUDS @ 16"O.C.

EXTERIOR GLAZING SYSTEM, SEE ELEVATIONS AND SCHEUDLES

VERTICAL ALUMINUM MULLION

GLAZING, SEE SCHEDULE

ALUMINUM MULLION CAP

INTERIOR PARTITION WALL, SEE PLAN AND SCHEDULE

END JOINT GLAZING AND MULLION.

EXTERIOR GLAZING, SEE SCHEDULE & ELEVATIONS

3/16" FLUSH SILICONE SEALANT JOINT, FULL DEPTH OF GLASS

HORIZONTAL CURTAIN WALL MULLON, SEE PLAN

EXTERIOR SKIN SYSTEM, SEE PLAN & ELEVATIONS

RECESSED BOTTLE FILLING STATION

WALL, SEE PLAN AND SCHEDULE FOR TYPE

PARTIAL RECESSED FEC, SEE AE501 FOR MOUNTING HEIGHTS

WALL, SEE PLAN AND SCHEDULE FOR TYPE

CORNER GUARD, TYP ALL OUTSIDE CORNER CONDITIONS

B

3

F IN

IS H

7 "

5 "

F IN

IS H

1 '-0

"

COLUMN - SEE STRUCTURAL

3 5/8" METAL STUDS @ 16" O.C. MAX.

5/8" GYP. BD. - TYP.

5/8" GYP. BD. - TYP.

FINISH

1'-0"

FINISH

1'-0"

BACKER ROD & SEALANT

GLAZING AS SCHEDULED

INTERIOR ALUMINUM FRAME CENTERED ON GRID LINE

B

4

F IN

IS H

1 '-0

"

F IN

IS H

1 '-8

"

COLUMN - SEE STRUCTURAL

3 5/8" METAL STUDS @ 16" O.C. MAX.

5/8" GYP. BD. - TYP.

5/8" GYP. BD. - TYP.

FINISH

1'-0"

FINISH

1'-2"

BACKER ROD & SEALANT

GLAZING AS SCHEDULED

INTERIOR ALUMINUM FRAME CENTERED ON GRID LINE

WALL - SEE WALL TYPES

ROOF DRAIN LINE - SEE PLUMBING

B

4

1 '-7

3 /8

" 1 1 3

/8 "

1'-1 3/8" 1'-1 3/8"

COLUMN - SEE STRUCTURAL

3-5/8" METAL STUDS @ 16" O.C. MAX.

5/8" GYP. BD. - TYP.

1-5/8" METAL STUDS

WALL - SEE WALL TYPES

WALL - SEE WALL TYPES

ROOF DRAIN LINE - SEE PLUMBING

LINE OF BEAM ABOVE SOUND BATT INSULATION

5/8" GYP. BD. - TYPICAL

STUD WALL

MOVEABLE GLASS WALL

5/8" GYP. BD. - TYPICAL

GRID

T Y

P IC

A L

1 7 ' -

1 3

/4 "

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

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MECHANICAL ENGINEER

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ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

A

O N

A

ART VANDELAY

1 .

T h is

p ro

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d e s ig

n , s h e e ts

, s p e c if ic

a ti o n s a

n d d

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re N

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o r

C o n s tr

u c ti o n .

2 .

T h e s e d

o c u m

e n ts

a re

f o r

P ro

c o re

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. 3 .

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g d

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PLAN DETAILS

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

COLUMN WRAP DETAIL AT EXTERIOR

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

Detail 12

SCALE= 1 1/2" = 1'-0" 3

Detail 13

SCALE= 3/4" = 1'-0" 4

GLAZED CURTAINWALL JOINT SCALE= 1 1/2" = 1'-0"

5 BOTTLE FILLING STATION

SCALE= 1 1/2" = 1'-0" 6

FIRE EXTINGUISHING CABINET

Revision Schedule

No. Description Date

SCALE= 1 1/2" = 1'-0" 7

COLUMN DETAIL

SCALE= 1 1/2" = 1'-0" 8

COLUMN DETAIL SCALE= 1 1/2" = 1'-0"

9 COLUMN DETAIL

SCALE= 3" = 1'-0" 10

JAMB DETAIL

2A2 3A1 3A2 3F1-1 3F2-1 3F1-2 3F2-2 3S1 3S2

6A1 6A2 6F1-1 6F2-1 6F1-2 6F2-2 6S1 6S2

1 HOUR RATED 2 HOUR RATEDACOUSTICAL PARTITION SMOKE PARTITION

3 .6

2 5 " W

ID E

W A

L L

S 6

" W

ID E

W A

L L

S (U

.N .O

)

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

S E

C T

IO N

PLAN

C3

C2

C1

C4

C5

C6

OPEN TO STRUCTURE ABOVE

STUD FRAMING GYPSUM WALL BOARD

STUD FRAMING ACT 24 x 48 STUD FRAMING ACT 24 x 24

STUD FRAMING GYPSUM WALL BOARD

STUD FRAMING GYPSUM WALL BOARD

K J H G F E D C

GLASSGLASSGLASS

OPENING

STAINLESS STEEL

6309 CARPINTERIA AVE

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ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

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DOOR, WALL & CEILING TYPE SCHEDULES

CONSTRUCTION

FIRE RATING

ACOUSTICAL

TAG DESCRIPTION WIDTH TERMINATION LIMITING HEIGHT

HEAD DETAIL

BASE DETAIL

SOUND BATT STC

2A2 Acoustical - 2.625 stud - Gyp both sides 2 1/2" ABOVE CEILING 6'-0" 0 No

3A1 Acoustical - 3.625 stud - Gyp one side 4 1/4" ABOVE CEILING 11'-0" 0 Yes 45

3A2 Acoustical - 3.625 stud - Gyp both sides 4 7/8" ABOVE CEILING 11'-0" 0 Yes 45

3F1-1 1 hr rated - 3.625 stud - Gyp one side 4 1/4" TO DECK 16'-0" 1 No

3F1-2 2 hr rated - 3.625 stud - Gyp one side 4 7/8" TO DECK 16'-0" 2 No

3F2-1 1 hr rated - 3.625 stud - Gyp both sides 4 7/8" TO DECK 16'-0" 1 Yes

3F2-2 2 hr rated - 3.625 stud - Gyp both sides 6 1/8" TO DECK 16'-0" 2 Yes

3S1 Smoke - 3.625 stud - Gyp one side 4 1/4" TO DECK 16'-0" 0 No

3S2 Smoke - 3.625 stud - Gyp both sides 4 7/8" TO DECK 16'-0" 0 Yes

4G Interior Glazing INFILL 7'-0" 0 No

6A1 Acoustical - 6 stud - Gyp one side 6 5/8" ABOVE CEILING 11'-0" 0 Yes 60

6A2 Acoustical - 6 stud - Gyp both sides 7 1/4" ABOVE CEILING 11'-0" 0 Yes 60

6F1-1 1 hr rated - 6 stud - gyp one side 6 5/8" TO DECK 16'-0" 1 No

6F1-2 2 hr rated - 6 stud - gyp one side 7 1/4" TO DECK 16'-0" 2 No

6F2-1 1 hr rated - 6 stud - gyp both sides 7 1/4" TO DECK 16'-0" 1 Yes

6F2-2 2 hr rated - 6 stud - gyp both sides 8 1/2" TO DECK 16'-0" 2 Yes

6R1-1 1 hr rated - 6 stud - Gyp w/ exterior finish 8 1/2" TO DECK 10'-0" 1 No

6S1 Smoke - 6 stud - Gyp one side 6 5/8" TO DECK 16'-0" 0 No

6S2 Smoke - 6 stud - Gyp both sides 7 1/4" TO DECK 16'-0" 0 Yes

6X1 Exterior Finish - 6 stud 10" CONTINUSOUS 16'-0" 1 Yes

7G Exterior Glazing with 7" mullion fins INFILL 16'-0" 0 No

9G Exterior Glazing with 11" mullion fins INFILL 16'-0" 0 No

PARTITION TYPE SCHEDULE D

O O

R #

DOOR FRAME

J A

M B

D E

T A

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H E

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REMARKS DOOR #T Y

P E

W ID

T H

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T

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IC K

N E

S S

M A

T E

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T Y

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Level 1

100A C 6'-0" 7'-0" 1 3/4" Hollow-Metal & Glass II 0 100A

100B A 6'-0" 7'-8 3/4" Glass IV 30 Min 100B

102 E 0" 0" None III 0 102

103 K 3'-6" 7'-2" 2" Insulated Metal III 30 Min 103

104 B 3'-2" 7'-0" Glass IV 30 Min 104

105 J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 105

106 J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 106

107 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 107

108 B 3'-2" 7'-0" Glass IV 30 Min 108

110A F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 110A

110B F 1'-6" 6'-0" 1 3/4" Solid Wood I 60 Min 110B

111 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 111

112A F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 112A

112B F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 112B

113 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 113

117 E 0" 0" None III 0 117

118 B 3'-2" 7'-0" Glass IV 30 Min 118

120 B 3'-2" 7'-0" Glass IV 30 Min 120

121 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 121

122 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 122

123 B 3'-2" 7'-0" Glass IV 30 Min 123

124 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 124

125 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 125

126 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 126

131A J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 131A

131B H 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 30 Min 131B

131C D 3'-0" 7'-0" 1 3/4" Hollow-Metal & Glass I 0 131C

133 B 3'-2" 7'-0" Glass IV 30 Min 133

134 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 134

135 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 135

141 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 141

Level 2

202 E 0" 0" None III 0 202

203 K 3'-6" 7'-2" 2" Insulated Metal III 30 Min 203

205 J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 205

206 J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 206

207 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 207

208 B 3'-2" 7'-0" Glass IV 30 Min 208

210 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 210

210A F 1'-6" 6'-0" 1 3/4" Solid Wood I 60 Min 210A

211 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 211

212 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 212

216 E 0" 0" None III 0 216

217 B 3'-2" 7'-0" Glass IV 30 Min 217

218 B 3'-2" 7'-0" Glass IV 30 Min 218

219 B 3'-2" 7'-0" Glass IV 30 Min 219

220 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 220

222 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 222

223 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 223

224 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 224

229 H 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 30 Min 229

229A J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 229A

230 B 3'-2" 7'-0" Glass IV 30 Min 230

231A B 3'-0" 7'-0" Glass IV 30 Min 231A

231B G 2'-6" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 231B

232 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 232

233 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 233

234 E 0" 0" None III 0 234

235 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 235

236 E 0" 0" None III 0 236

244 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 244

Level 3

302 E 0" 0" None III 0 302

303 K 3'-6" 7'-2" 2" Insulated Metal III 30 Min 303

305 J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 305

306 J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 306

307 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 307

308 B 3'-2" 7'-0" Glass IV 30 Min 308

310A F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 310A

310B F 1'-6" 6'-0" 1 3/4" Solid Wood I 60 Min 310B

311 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 311

312 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 312

316 E 0" 0" None III 0 316

317 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 317

318 B 3'-2" 7'-0" Glass IV 30 Min 318

319 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 319

320 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 320

321 B 3'-2" 7'-0" Glass IV 30 Min 321

322 B 3'-2" 7'-0" Glass IV 30 Min 322

323 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 323

325A F 1'-4" 6'-0" 1 1/4" Solid Wood I 60 Min 325A

325B F 1'-4" 6'-0" 1 1/4" Solid Wood I 60 Min 325B

326A J 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 60 Min 326A

326B H 3'-0" 7'-0" 1 3/4" Solid Wood & Glass II 30 Min 326B

327 B 3'-2" 7'-0" Glass IV 30 Min 327

328 B 3'-2" 7'-0" Glass IV 30 Min 328

329 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 329

330 G 3'-0" 7'-0" 1 3/4" Solid Wood & Glass I 30 Min 330

331 F 3'-0" 7'-0" 1 3/4" Solid Wood I 60 Min 331

333 F 1'-4" 6'-0" 1 1/4" Solid Wood I 60 Min 333

334 F 1'-4" 6'-0" 1 1/4" Solid Wood I 60 Min 334

Penthouse

401 F 2'-6" 6'-8" 1 3/4" Insulated Metal I 60 Min 401

402 F 3'-6" 7'-0" 1 3/4" Insulated Metal I 60 Min 402

Grand total: 91

DOOR TYPE SCHEDULE

DOOR TYPE ELEVATIONS

CEILING TYPE SCHEDULE Mark Type Count Total Area Description Manufacturer Model C1 5/8" Gyp over 1 1/2" Furring 1 42 ft²

C2 5/8" Gyp over 3 5/8" Metal Stud 51 9,688 ft²

C3 2' x 2' ACT System 16 2,897 ft²

C4 2' x 4' ACT System 45 7,731 ft²

C5 1" Metal Soffit over 3 5/8" Metal Stud 2 5 896 ft²

C6 Open to Structure 8 995 ft²

Grand total: 126 126 22,250 ft²

Revision Schedule

No. Description Date

SOUTH

NORTH

CORE

6309 CARPINTERIA AVE

CARPINTERIA, CA 93013 866.477.6267 | www.Procore.com

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GENERAL SHEET NOTES

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

ELECTRICAL ENGINEER

Sheet Name:

CONTRACTOR

ZI R

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KEY PLAN

1 1 /4

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EE001

SHEET INDEX, ABBREVIATIONS, SCHEDULES AND NOTES

Lighting Fixture Schedule

Type Count Manufacturer Comments

CM-4 28 Focal Point Onsite installation verification

DX-2 79 Lithonia Lighting Onsite installation verification

F4-4 10 Lithonia Lighting Onsite installation verification

F4-6 29 Lithonia Lighting Onsite installation verification

F4-8 22 Focal Point Onsite installation verification

F4-10 40 Focal Point Onsite installation verification

SA-1 14 Lithonia Lighting Onsite installation verification

TX-1 6 Lithonia Lighting

UC-2 11 Lithonia Lighting Onsite installation verification

UC-4 8 Focal Point Onsite installation verification

Sheet List

Sheet Discipline Sheet Issue Date Sheet Name Sheet Number Drawn By Sheet

Classification

Welcome 11/4/2016 WELCOME CN3D Author Welcome

Electrical 11/4/2016 SHEET INDEX, ABBREVIATIONS, SCHEDULES AND NOTES EE001 N.Divers General

Electrical 11/4/2016 ELECTRICAL POWER PLAN LEVEL 01 EP101 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL LIGHTING PLAN LEVEL 01 EL101 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL LIGHTING PLAN LEVEL 02 EL102 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL LIGHTING PLAN LEVEL 03 EL103 N.Divers Floor Plan

Electrical 11/4/2016 ENLARGED ELECTRICAL ROOM PLAN EE401 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL DETAILS EE501 N.Divers Detail

Electrical 11/4/2016 PANEL SCHEDULES EE601 N.Divers Schedules

Electrical 11/4/2016 ELECTRICAL POWER PLAN LEVEL 02 EP102 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL POWER PLAN LEVEL 03 EP103 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL TELECOM PLANS LEVEL 01 ET101 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL TELECOM PLANS LEVEL 02 ET102 N.Divers Floor Plan

Electrical 11/4/2016 ELECTRICAL TELECOM PLANS LEVEL 03 ET103 N.Divers Floor Plan

1 ELECTRICAL SOLUTION ENGINEERING FIRM IS A CONSULTING FIRM. ALL INSTALLATION NEED TO BE VERIFIED BY ELECTRICAL SUB CONTRACTOR.

2 ANY INSTALLATION DISCREPANCIES WILL NEED FIELD COORDINATE. COMMUNICATE CONCERNS WITH OTHER TRADES AND GENERAL CONTRACTOR FOR CLEAR DIRECTION.

3 DURING PRE-PLANNING PROCESS FAMILIARIZE YOURSELF WITH THE DRAWING. REFER TO ARCHITECTURAL FOR FINAL DIRECTION WHEN NEEDED.

4 THE AHJ WILL GIVE THE FINAL APPROVAL DURING FIELD INSPECTIONS.

5 NATIONAL ELECTRIC CODE (NEC) WILL BE FOLLOWED. USE MOST CURRENT CODE PER LOCAL REQUIREMENTS.

Revision Schedule

No. Description Date

PANEL: "1LB2" VOLTS/PHASE/WIRE : 480/277 V, 3 PH 4 WIRE

PANEL SIZE & TYPE: 22" W x 6" D, BOLT-ON

MAIN SIZE AND TYPE: 100 AMPERE MAIN LUGS

LOCATION: ELEC ROOM 107

CABINET: SURFACE

NOTES:

ACCESSORIES: PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING: 10000CKT OCP LOAD (kVA) PHASE LOAD LOAD (kVA) OCP CKT

NO AMP POLE LTG PWR CO DESCRIPTION A B C DESCRIPTIO