36C26118R0487-102.pdf

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

123567

C3

A-301

B31

B22A

3 4

P H

A S

E

P H

A S

E

F1

A-301

D1

A-310

B1

A-310

E1

A-306

BEYOND

HIDDEN FOR

CLARITY

'-7

29222929

(N) 1-VCHS-06

(N) 1-VCHR-06

A-551

D4

7.9

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

1 2 3

B22A

B31

F1

A-301

E1

A-306

C1

A-306

A-505

C7

A-551

D4

S-504

C6

B

B

B

B

B

B

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

03_ROOF

120' - 0"

ABCDEF

F1

A-302

B31

HIDDEN FOR CLARITY

A D

D A

L T

E R

N A

T E

T

E M

P C

A N

O P

Y

P H

A S

E

C5

A-306 C1

A-305

F1

A-305

B25

BEYOND

B22

ABEYOND

A-501

F1

SIMILAR

29 29

25 25

B22.4

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

Z

B1

A-303

W.0

B24

BBQ AREA

X.0

B1

A-307

E1

A-307

'-0

'-0

"18 '-6

Y

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

43 44 45 46 47 48

B22

P H

A S

E

P H

A S

E

P H

A S

E

P H

A S

E

HIDDEN FOR

CLARITY

40.9

18B25

B24

B3BBQ AREA

B5

A-503

42.8

HIDDEN FOR CLARITY

BEYOND

'-0

'-7

EQEQ

B1

A-503

SIMILAR

A-503

B6

F5

A-303

AT B3

GUTTERD6

A-504

7.9 42.1

10 10

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

BBQ AREA

P H

A S

E

P H

A S

E

B24

2324 24 24

BEYOND

25 25

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

Z

B1

A-303

W.0X.0

B1

A-307

E1

A-307

B24

Y

MATERIALS LEGEND

CONCRETE, (CAST OR

PRECAST)

STONE VENEER (EL

DORADO, BLACK RIVER

STACKED STONE)

METAL PANEL WALL

SYSTEM (36"X36")

TRANSLUCENT SKYLIGHT

CONCRETE MASONRY

UNITS (E)

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

F5

A-302

B4

A-303

40.9

B5

A-503

42.8

B24

HIDDEN FOR CLARITYP

H A

S E

P H

A S

E

P H

A S

E

P H

A S

E

2525 2525

22 24

(N) 2-VCHR-03

(N) 2-VCHS-03

F5

A-303

7.942.1 o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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P

M

A-201.1

ARCHITECTURAL EXTERIOR ELEVATIONS -

PHASE 1 AND PHASE 2

M. PERKINS A. DANSO02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" B4

CANOPY SOUTH ELEVATION - PHASE 1

KEYNOTES

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY

WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22, B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE

RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA.

PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT

WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY

MEANS OF U.L. APPROVED FIRE PROOF CAULKING MATERIAL. SEE

MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT

PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND

SHALL PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO

MAINTAIN REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM

THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE THE

LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN TO BE

MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT SHOULD

CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM CONSTRUCTION

DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL

TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE PATHWAY

PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY CONSTRUCTION

AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS REQUIRED TO BE

MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY RELOCATED

AS NECESSARY FOR CONTINUED UNINTERRUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

HOUSING - PHASE 1

2 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

STEEL COLUMN, TYP. ON CANOPY GRIDS. SEE STRUCTURAL SHEETS

3 (N) CANOPY DORMER TO HIDE UTILITIES FROM CENTRAL PLANT POC

4 (N) CANOPY WITH (F) UTILITY CAPACITY- ADD ALTERNATE NO. 1

5 (N) UTILITY POC AT B31, SEE MPE DRAWINGS.

6 (N) UTILITY PIPE PENETRATIONS, B22A. CONNECT TO (E) VALVES AT POC.

7 (E) CHW AND STEAM PIPE PENETRATIONS TO B31 PENTHOUSE

8 (F) CANOPY CONTINUES IN PHASE 2

9 (N) OXYGEN LINE FROM B1 TO B31, SEE MPE DRAWINGS.

10 (N) STEEL COLUMNS WITH (F) CUSTOM SOLDIER PROFILE TO BE ADDED

WHEN (E) B3 IS REMOVED. SEE A-111.2.

11 (N) CYLINDRICAL CONCRETE COLUMN, TYP. ON CANOPY GRIDS, SEE

STRUCTURAL SHEETS

12 (N) FLUSH STAINLESS STEEL ACCESS DOOR CONTINUOUS ALONG ENTIRE

CANOPY LENGTH WITH GAS CYCLINDER LIFT ASSIST, KICK-STAND TO

LOCK OPEN, TYP. SEE A-600 FOR ACCESS DOOR DETAILS AND SCHEDULE

13 (N) STONE VENEER SEAT WALL WITH ROUNDED CAP STONE, WHEN BOTH

SIDES OF THE WALL ARE VISABLE THE WALL WILL HAVE A STONE VENEER

ON EACH SIDE, SEE F1/A-502.

14 ISOLATION VALVES FOR POC FOR B24, CONCEALED IN METAL PANEL PIPE

CHASE

15 (N) CANOPY INTERSECTION - BBQ AREA

16 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 2

17 ISOLATION VALVES FOR POC FOR (F) TECHNOLOGY BUILDING,

CONCEALED IN SOFFIT

18 (F) CANOPY CONTINUES IN PHASE 3

19 (E) MECH. SCREEN WALL TO REMAIN, BEYOND

20 (E) STAIRS AND RAILING TO REMAIN, HIDDEN FOR CLARITY

21 (E) COOLING TOWERS

22 (E) UTILITY OVERFLOW DRAIN LINES TO REMAIN, SEE CIVIL DRAWINGS

23 (N) 10'-0" SIDEWALKS ADD ALTERNATE NO. 2

24 (E) UTILITY TO REMAIN

25 (N) METAL PANEL WALL SYSTEM ON METAL FRAMING

26 (N) DOWNSPOUT TO SPLASH BLOCK BELOW

27 SECTION THROUGH (E) CANOPY TO REMAIN UNTIL B3 IS REPLACED

28 (E) SCREEN WALL FOR CHILLERS TO REMAIN PROTECT IN PLACE

29 (E) BUILDING EXIT

30 (N) UTILITY PIPE PENETRATIONS TO B31

1" = 10'-0" C7

CANOPY NORTH ELEVATION - PHASE 1

1" = 10'-0" B1

CANOPY EAST ELEVATION - PHASE 1

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2 B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1" = 10'-0" C1

CANOPY EAST ELEVATION - PHASE 2

1" = 10'-0" F1

CANOPY NORTH ELEVATION - PHASE 2

1" = 10'-0" C3

CANOPY SOUTHWEST SKEWED ELEVATION - PHASE 2

1" = 10'-0" F6

CANOPY EAST ELEVATION - PHASE 2 BBQ AREA

1" = 10'-0" D1

CANOPY SOUTH ELEVATION - PHASE 2

NO REVISIONS DATE

Expires 6.30.16Expires: 6/30/18

2/7/2018

02_CANOPY LEVEL

110' - 0"

F1

A-303

B32

P H

A S

E

P H

A S

E

B1 B24

A-502

F1

CC

BEYOND

BEYOND

'-7

'-6

/2

'-0

19 T5

HIDDEN FOR CLARITY

49.9 DD

F1

A-309

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

D4

A-311

B1 B24

B24

UTILITY SERVICE TUNNEL

F4

A-504

CC

ADD ALTERNATE NO. 1

BEYOND

49.9DD VV UU

F1

A-309

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

Z

D1

A-303

B1SLOPE OF GRADE SLOPE OF GRADE

B24

X.0

BEYOND

'-0

16 16

T5

Y 59

MATERIALS LEGEND

CONCRETE, (CAST OR

PRECAST)

STONE VENEER (EL

DORADO, BLACK RIVER

STACKED STONE)

METAL PANEL WALL

SYSTEM (36"X36")

TRANSLUCENT SKYLIGHT

CONCRETE MASONRY

UNITS (E)

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

525354555657

D1

A-503

B24

HIDDEN FOR CLARITY

T5

HIDDEN FOR CLARITY

STORAGE TRAILER

HIDDEN FOR CLARITY

1 2

19 1817

161616

58.9 58.1 57.5 57.258.5

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

F1

A-303

D4

A-311

B24

HIDDEN FOR CLARITY

16 16

15 15

T5

BEYOND

49.9 o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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P la nt P

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-1

6-

V

A F re sn o C hi lle r P la nt

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M

A-201.2

ARCHITECTURAL EXTERIOR ELEVATIONS -

PHASE 3

M. PERKINS A. DANSO02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" B6

CANOPY NORTH ELEVATION - PHASE 3

1" = 10'-0"

B1

CANOPY SOUTH ELEVATION B1 & B24 BREEZEWAY - PHASE 3

1" = 10'-0" F1

CANOPY WEST ELEVATION - PHASE 3

KEYNOTES

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE - PHASE 3

2 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY - PHASE 3

3 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE - PHASE 2

4 ISOLATION VALVES FOR POC FOR (F) CHW CAPACITY IN B1, CONCEALED

IN SOFFIT

5 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

STEEL COLUMN, TYP. ON CANOPY GRIDS. SEE STRUCTURAL SHEETS

6 (N) CANOPY TRIANGLE INTERSECTION - PHASE 3

7 TO B1 & B24 BREEZEWAY

8 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY, ADD ALTERNATE NO. 1

9 (N) STONE VENEER SEAT WALL WITH ROUNDED CAP STONE, WHEN BOTH

SIDES OF THE WALL ARE VISABLE THE WALL WILL HAVE A STONE

VENEER ON EACH SIDE, SEE F1/A-502.

10 (E) RETAINING WALL TO REMAIN

11 (N) CANOPY AND PIPE CHASE AT B1 & B24 BREEZEWAY

BEYOND

12 (N) SIDEWALK AS NECESSARY, SEE CIVIL DRAWINGS

13 (E) B1 GUARD RAIL OVER LOADING DOCK

14 (E) MODULAR BUILDING TO BE REMOVED DURING (F) PHASE

15 (N) COLUMN PILE AND PILE CAP, SEE STRUCTURAL SHEETS

16 (N) METAL PANEL WALL SYSTEM ON METAL FRAMING

17 (N) 10'-0" SIDEWALK ADD ALTERNATE NO. 2

18 (N) STONE VENEER PLANTER SEAT WALL

19 (N) DOWNSPOUT TO SPLASH BLOCK BELOW

20 (E) RETAINING WALL TO LOADING DOCK BELOW

21 (E) B1 & B24 BREEZEWAY TO REMAIN

22 (E) B1 VESTIBULE CANOPY TO REMAIN

23 (N) STONE VENEER ON METAL STUD FRAMED PIPE CHASE

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO

BE CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3,

B22, B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE

AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE

ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF

CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERRUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2 B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1" = 10'-0" D1

CANOPY EAST ELEVATION - PHASE 3

1" = 10'-0"

D6

CANOPY SOUTH ELEVATION - PHASE 3

NO REVISIONS DATE

02_CANOPY LEVEL

110' - 0"

38910112425262728

C3

A-301 B24

B25

BEYOND

3.9

A-201.5

F6

10 10 10 10

11 11

VV UU

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

EFGHJLMNP S T

B31

HIDDEN FOR CLARITY

F1

A-304

BEYOND

K

B25 7

A D

D A

L T

E R

N A

T E

T

E M

P C

A N

O P

Y

P H

A S

E

9 9

10 10

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

151719213031

A U

D

IT

O R

IU

M

(H

ID

D E

N F

O R

C

LA

R

IT

Y

SKEWED ANGLE

B24

B25

131620 18 1422

BEYOND

BEYOND

SKEWED ANGLE

9 999

11 11 11

10 10 10 10

MATERIALS LEGEND

CONCRETE, (CAST OR

PRECAST)

STONE VENEER (EL

DORADO, BLACK RIVER

STACKED STONE)

METAL PANEL WALL

SYSTEM (36"X36")

TRANSLUCENT SKYLIGHT

CONCRETE MASONRY

UNITS (E)

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

B24

BEYOND

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

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A-201.5

ARCHITECTURAL EXTERIOR ELEVATIONS -

ADD ALT. NO. 1

M. PERKINS A. DANSO02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" B1

CANOPY SOUTH ELEVATION - ADD ALTERNATE NO.1

1" = 10'-0" F3

CANOPY EAST ELEVATION - ADD ALTERNATE NO.1

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32 P1

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH (F) UTILITY

CAPACITY- ADD ALTERNATE NO. 1

2 (N) PEDESTRIAN CANOPY - ADD ALTERNATE NO. 1

3 (N) STONE VENEER ON METAL STUD FRAMED PIPE CHASE DOWN TO

UTILITY TRENCH, FOR (F) EXPANSION

4 (E) LIGHT POLE TO REMAIN

5 (E) B25 STAIR TOWER, BEYOND

6 (N) PAINTED VA LOGO CENTERED ON END METAL PANEL AT MAIN

ENTRY

7 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE - PHASE 1

8 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED

STRUCTURAL STEEL COLUMN, TYP. ON CANOPY GRIDS. SEE

STRUCTURAL SHEETS

9 (N) SIDEWALK AT ADD ALT NO. 1

10 (N) METAL PANEL WALL SYSTEM ON METAL FRAMING

11 (E) FLAG POLE TO REMAIN

KEYNOTES

1" = 10'-0" D1

CANOPY SOUTHWEST ELEVATION - ADD ALTERNATE NO.1

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO

BE CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3,

B22, B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE

AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE

ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF

CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERRUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

3/16" = 1'-0" F6

VA LOGO ON END PANEL AT MAIN ENTRY

NO REVISIONS DATE

MATERIALS LEGEND

CONCRETE, (CAST OR

PRECAST)

STONE VENEER (EL

DORADO, BLACK RIVER

STACKED STONE)

METAL PANEL WALL

SYSTEM (36"X36")

TRANSLUCENT SKYLIGHT

CONCRETE MASONRY

UNITS (E)

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

FUTURE CONSTRUCTION

FUTURE ENGINEERING BLDG

3.10

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

1 2

FUTURE CONSTRUCTION

FUTURE ENGINEERING BLDG

3.10

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

FUTURE CONSTRUCTION

FUTURE ENGINEERING BLDG

(BEYOND)

B

B

B

B

B

B

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

FUTURE

CONSTRUCTION

FUTURE

ENGINEERING

BLDG

F1

A-501

B

B

B

B

B

B

3.10

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

FUTURE

CONSTRUCTION

FUTURE

ENGINEERING

BLDG

F1

A-501

B

B

B

B

B

B

3.10 o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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A-211.2

ARCHITECTURAL EXTERIOR ELEVATIONS AND

SECTIONS - FUTURE CONSTRUCTION

M. PERKINS A. DANSO02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

KEYNOTES

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO

BE CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3,

B22, B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE

AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE

ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF

CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERRUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A 1/4" = 1'-0"

E1

CANOPY NORTHWEST ELEVATION - FUTURE

1/4" = 1'-0" E4

CANOPY SOUTHEAST ELEVATION - FUTURE

1/4" = 1'-0" C1

CANOPY NORTH SECTION - CONNECTION TO B3 - FUTURE

1 (E) CANOPY WITH INTEGRATED UTILITY HOUSING - PHASE 2

2 (N) CANOPY WITH INTEGRATED UTILITY HOUSING - FUTURE CONSTRUCTION

3 SUSPENDED METAL PANEL CEILING

5 METAL PANEL WALL SYSTEM ON METAL FRAMING

6 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

STEEL COLUMN, TYP. ON CANOPY GRIDS. SEE STRUCTURAL SHEETS

7 (N) 10'-0" SIDEWALK ADD ALTERNATE NO. 2

1/4" = 1'-0" C4

CANOPY SECTION EAST - CONNECTION TO B3 - FUTURE

1/4" = 1'-0"

C6

CANOPY SECTION WEST - CONNECTION TO B3 - FUTURE

NO REVISIONS DATE