Where is this project located (cross streets)? Where do you find this information and why is it important? Metal stud walls are dimensioned from

P ro

je c t

N a m

e :

P ri n t

D a te

:

T h is

p ro

je c t a n d d

ra w

in g s

e t is

f o r

e d u c a ti o n a l a n d d

e m

o n s tr

a ti o n p

u rp

o s e s e

x c lu

s iv

e ly

f o r

P ro

c o re

. A

ll r

e fe

re n c e s t o p

e rs

o n s o

r d e s ig

n f ir m

s a

re f ic

ti o n a l. T

h e s e d

ra w

in g s a

re n

o t fo

r c o n s tr

u c ti o n p

u rp

o s e s .

Sheet Name:

1 /1

9 /2

0 1 7

2 :1

8 :0

4 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A001

COVER SHEET

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

ZI R

A

O N

A

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

ZI R

A

O N

A

RUSTY STEELE

ZI R

A

O N

A

TRAVIS BEECHER

ZI R

A

O N

A

NIKKI DIVERS

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

00000 00000 00000 00000

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

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

9 /2

0 1 7

2 :2

0 :3

2 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A002

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

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

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

100A

109

140

132

101

Circulation

Meeting

Offices

Support

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

201

203

232

202

200

205

206

207

208 209

210

211

212 213 214

218215

231

216

217 219

220

221

222

223

224 225

228

226

227

229

230

204

233

234

235

236

237

240

241

242

243

244

Circulation

Meeting

Offices

Support

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

300

301

302

303

304

305

306

307

308 309

310

311

312 313 314 315

318

316

317 319

320

321 322

323

325

326

327 328

329

330

331

332

333

334

335

336

338

339

Circulation

Meeting

Offices

Support

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

401

402

FECFECFEC

FEC

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

9 /2

0 1 7

2 :1

7 :3

8 P

M

V o r t

e x B

u s in

e s s C

e n t e

r

A003

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

"

1

Collepals.com Plagiarism Free Papers

Are you looking for custom essay writing service or even dissertation writing services? Just request for our write my paper service, and we'll match you with the best essay writer in your subject! With an exceptional team of professional academic experts in a wide range of subjects, we can guarantee you an unrivaled quality of custom-written papers.

Get ZERO PLAGIARISM, HUMAN WRITTEN ESSAYS

Why Hire Collepals.com writers to do your paper?

Quality- We are experienced and have access to ample research materials.

We write plagiarism Free Content

Confidential- We never share or sell your personal information to third parties.

Support-Chat with us today! We are always waiting to answer all your questions.