36C26118R0487-103.pdf

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

D E

10'-0"

B22

A-351

F2

C1

A-305

F1

A-305

B22.4

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

B22

B22.4

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

03_ROOF

120' - 0"

A BB31.E B31.F

F1

A-302

A-502

D4

SIM

A-503

F6

A-503

E5

12'-0"

B31

E1

A-505

C6

S-504

B31

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

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A-301

ARCHITECTURAL SECTIONS - CANOPY

M. PERKINS D. YOUNG02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1/4" = 1'-0" F3

CANOPY SECTION EAST - B22 POC

1/4" = 1'-0" C3

CANOPY SECTION - B22 POC - DEMO

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 1

2 (E) CANOPY TO BE REMOVED

3 (N) SUSPENDED METAL PANEL CEILING SYSTEM

4 (E) OVERHEAD SUPPORTS TO BE REMOVED AFTER NEW CONNECTION IS

OPERATIONAL

5 (N) 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) PATHWAY LIGHTING ON COLUMNS. SEE CEILING PLANS ON A-101.1

THROUGH A-101.6 AND ELECTRICAL SHEETS.

9 (N) PIPE PENTRATIONS THROUGH METAL PANEL WALL SYSTEM

10 (E) PIPING TO BE REMOVED AFTER CONNECTION TO CLC IS OPERATIONAL

11 CONTRACTOR TO PROVIDE CONSTRUCTION PROTECTION OF

LANDSCAPING AND WALK OF HONOR ELEMENTS IN THIS AREA, TYPICAL

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 (E) HONOR WALL TO REMAIN, PROTECT IN PLACE

14 (E) PIPES AND PIPE BRIDGE TO BE DEMOED IN PHASE 1 ONCE (N) UTILITY

CONNECTIONS ARE MADE IN B31

15 (E) PIPES TO BE DEMOED IN PHASE 1 ONCE (N) UTILITY CONNECTIONS ARE

MADE IN B31

16 (E) MECHANICAL SCREEN WALL TO REMAIN

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

KEYNOTES

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

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1/4" = 1'-0" F1

CANOPY SECTION EAST - PHASE 1

NO REVISIONS DATE

Expires 6.30.16Expires: 6/30/18

2/7/2018

02_CANOPY LEVEL

110' - 0"

Z

B24

FUTURE B3

(HIDDEN FOR CLARITY)

B1

A-307

E1

A-307

(N) 2-VCHR-02

(N) 2-VCHS-02

A-502

F1

Y

D8

A-505

REMOVE EXISTING

CANOPY WITH

FUTURE B3

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

A-502

C2

B24

B31718

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

03_B22A_TO_STEEL_DECK

122' - 11"

1 2 3 B22.CB31.1

B31

A-351

C2

F1

A-301

B22

B

B

B

E1

A-306

C1

A-306

VERIFY

5'-1" +/-

VERIFY

8'-9" +/-

A-551

D7

A-505

C2

B

B

B

BLDG JOINT

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

03_B22A_TO_STEEL_DECK

122' - 11"

B22.CB31.1B31.2

B22A

11'-6" +/-

B31

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

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

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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

-O P

T 4A

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2/ 7/

0:

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P

M

A-302

ARCHITECTURAL SECTIONS - CANOPY

M. PERKINS D. YOUNG02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 1

2 (E) CANOPY TO BE REMOVED

3 (N) EXTERIOR WALL PENETRATION

4 (E) OVERHEAD SUPPORTS TO BE REMOVED AFTER NEW CONNECTION IS

OPERATIONAL

5 (N) METAL PANEL SOFFIT FOR SYSTEMS CROSSOVER EACH SIDE - PHASE 1

6 (E) SUN SCREEN TO BE REMOVED

7 PORTION OF (E) ROOF OVERHANG TO BE REMOVED

8 (N) RETAINING WALL, SEE CIVIL DRAWINGS

9 (N) METAL PANEL SOFFIT FOR SYSTEMS CROSSOVER

10 (N) METAL PANEL SOFFIT

11 DEMO. ROOF OVERHANG PHASE 2 (LEAVE 2" OVERHANG, REMOVE AND

REPLACE STORM GUTTER)

12 STRUCTURAL COLUMN CREATED IN PHASE 2. STONE CLADDING INSTALLED

DURING (F) CONSTRCUTION OF TECHNOLOGY BUILDING

13 (E) STEPS AND RAILING TO REMAIN, ACCESS TO B3 TO BE MAINTAINED, DEMO

DURING CONSTRCUTION OF TECHNOLOGY BUILDING

14 (E) SECURITY FENCE AND GATE TO BE REPLACED, MAINTAIN SECURE

PERIMETER DURING CONSTRUCTION

15 (N) SEAT WALL WITH STEP LIGHTS INSTALLED AT THE BASE

16 (F) 2" BLDG JOINT AND EXTERIOR WALL PENETRATION

17 (E) STEPS AND RAILING TO REMAIN, BLDG ACCESS TO REMAIN OPERABLE

18 (E) RETAINING WALL TO BE RELOCATED

19 (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

20 ISOLATION VALVES AND (N) POC

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

22 (E) MECHANICAL SCREEN WALL TO REMAIN

1/4" = 1'-0" F5

CANOPY SECTION WEST - B3 - FUTURE POC

1/4" = 1'-0" C5

CANOPY SECTION WEST - B3/B24 CORRIDOR - DEMO

1/4" = 1'-0" F1

CANOPY SECTION - B22A TO B31

1/4" = 1'-0" C1

CANOPY SECTION - B22A TO B31 - DEMO

KEYNOTES

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

NO REVISIONS DATE

02_CANOPY LEVEL

110' - 0"

F1

A-303

T O

P O

F W

A

LL

'-0

S E

E S

T R

U C

T U

R A

L D

R A

W

IN

G S

T O

P O

F S

T E

E L

'-4

8 8

A-502

F1

5" / 1'-0"

B

B

B

B

B

B

B

B

B

B

B

B

SKEWED ANGLE

TYP.

TYP.

49.9

B

B

B

OPPOSITE HAND

A-504

B7

A-504

B7

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

D1

A-303

6 6

T O

P O

F W

A

LL

'-0

S E

E S

T R

U C

T U

R A

L D

R A

W

IN

G S

T O

P O

F S

T E

E L

'-4

A-502

F1

B

B

B

B

B

B

B

B

B

B

B

B

8 89 92 1313

SKEWED ANGLE

B

B

B

12 12

TYP.

TYP.

OPPOSITE HAND

A-504

B7

A-504

B7

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

Z

B1

A-303

W.0X.0

A-503

B1

6' -0

'-0

B24

HIDDEN FOR CLARTY

'-0

B1

A-307

E1

A-307

SIM

A-504

D3

Y

15 15

TYP. TYP. TYP.

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

B4

A-303

43 40.9

42.8

B3

SIM

A-504

D3

A-503

B1

SIM

TYP. TYP.

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

Z

B1

A-307

E1

A-307

B24 B3A-504

D6

Y

3 5/8"

V E

R

IF

Y 1'

-2

/2

TYP.

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

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-1

6-

V

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

-O P

T 4A

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2/ 7/

0:

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P

M

A-303

ARCHITECTURAL SECTIONS - CANOPY

M. PERKINS D. YOUNG02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1/4" = 1'-0" D1

CANOPY SECTION NORTH - TRIANGLE INTERSECTION - PHASE 3

1/4" = 1'-0" F1

CANOPY SECTION WEST - TRIANGLE INTERSECTION - PHASE 3

1/4" = 1'-0" B4

CANOPY SECTION EAST - INTERSECTION - BBQ AREA -PHASE 2

1/4" = 1'-0" B1

CANOPY SECTION NORTH - INTERSECTION - BBQ AREA - PHASE 2

KEYNOTES

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

P2P3 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 3

2 (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.

3 (E) BBQ AREA

4 (N) METAL PANEL SOFFIT

6 CONTINUOUS GUTTER AND DOWNSPOUT

7 (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

8 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

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

10 (N) CEILING SUPPORTS PER STRUCTURAL DETAIL

11 (N) DOWNSPOUT TO SPLASH BLOCK BELOW

12 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

13 (N) STONE VENEER PLANTER SEAT WALL, SEE F1/A-502

14 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY - PHASE 3

15 COLUMN TYPE 2, TYPICAL OF (4) AT BBQ AREA CANOPY

SEE DETAIL D7 / A-502

16 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 2

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

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

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

1/4" = 1'-0" F5

CANOPY SECTION WEST - B3/B24 CORRIDOR - FUTURE DEMO

NO REVISIONS DATE

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

2 3

EXISTING UTILITY

TUNNEL BELOW

A-501.1

F4

A-501

F1

BASE BID

SUPPORTED

ADD ALTERNATE NO. 3

SELF SUPPORTING

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

262728

A4

A-504

BEYOND

B24

BREEZEWAY

B24

BEYOND

BEYOND

(E) SIDEWALK

10'-0"

TYP.

TYP.

VV UU

B24

AUDITORIUM

1'-6"

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

E F

13 12

A D

D A

L T

E R

N A

T E

N O

B A

S E

B

ID

P H

A S

E

C6

A-503

F6

A-503

A-501

F1

5 5

A-501.1

F4

BASE BID

SUPPORTED

ADD ALTERNATE NO. 3

SELF SUPPORTING

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

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ARCHITECTURAL SECTION - ADD ALTERNATE

NO.1

M. PERKINS D. YOUNG02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

KEYNOTES

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

P2P3 B31

B3

B32 P1

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

TEMP CANOPY

B27

B34

B

B19& B19A

1/2" = 1'-0" F1

ADD ALT. NO. 1 - CANOPY SECTION AT CROSSOVER / PIPE CHASE

1/4" = 1'-0" B4

ADD ALT. NO.1 - CANOPY SECTION TO B1 & B4 BREEZEWAY

1/4" = 1'-0"

B1

ADD ALT. NO. 1 - CANOPY SECTION AT PIPE BRIDGE

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE FOR (F) PIPING, ADD ALTERNATE NO. 1

2 (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

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

4 (N) FIXED STAINLESS STEEL METAL PANEL SYSTEM TO MATCH ACCESS

DOORS

5 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

6 (F) DUCTBANK TO BE INSTALLED AFTER PIPE BRIDGE HAS BEEN REMOVED

7 (N) LIGHT FIXTURE, SEE ELECTRICAL SHEETS

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

9 (E) SIDEWALK TO REMAIN (BASE BID) OR PARTIALLY REMOVED, (ADD

ALTERNATE NO. 1). SEE ARCHITECTURAL SITE PLANS

10 (E) PIPE BRIDGE TO BE REMOVED AFTER CONNECTION TO B31 IS

OPERATIONAL, CONTRACTOR TO PROVIDE SHORING FOR (E) PIPE BRIDGE AS

NECESSARY WHERE POSTS ARE REMOVED FOR CIRCULATION PRIOR TO

REMOVAL OF ENTIRE PIPE BRIDGE

11 (E) UTILITY PIPES TO BE REMOVED AFTER CONNECTION TO B31 IS

OPERATIONAL, CONTRACTOR TO PROVIDE SHORING FOR (E) PIPE BRIDGE AS

NECESSARY WHERE POSTS ARE REMOVED FOR CIRCULATION PRIOR TO

REMOVAL OF ENTIRE PIPE BRIDGE

12 (N) 10'-0" SIDEWALK ADD ALTERNATE NO. 1

13 PATCH AND REPAIR SIDEWALK AFTER PIPE BRIDGE HAS BEEN REMOVED

14 (N) METAL PANEL WALL SYSTEM ON METAL FRAMING

15 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 1

16 (N) STRUCTURAL STEEL FRAMING , SEE STRUCTURAL SHEETS

17 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY, ADD ALTERNATE NO. 1 TO BE

CONSTRUCTED PRIOR TO REMOVAL OF PIPE BRIDGE

18 (E) RETAINING WALL TO REMAIN (BASE BID) OR PARTIALLY REMOVED, (ADD

ALTERNATE NO. 1). SEE ARCHITECTURAL SITE PLANS

NO REVISIONS DATE

02_CANOPY LEVEL

110' - 0"

2 3 5 6 7

D1

A-310

B1

A-310

E1

A-306

C1

A-306

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

6'-11" 4'-1" 3'-9" 2'-7"

C6

A-503

F6

A-503

B

B

B

B

B

B

TYP.

TYP.

TYP.

TYP. TYP.

P H

A S

E

P H

A S

E

7.9

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

F3

A-301

23567 C3

A-301

E1

A-306

C1

A-306

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

'-1

" 15 '-9

'-0

2'-6" 3'-9" 6'-3" 6'-11"

C6

A-503

F6

A-503

B

B

B

B

B

B

44 55

99 9

TYP.TYP.

TYP. TYP. TYP.

P H

A S

E

P H

A S

E

7.9

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

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

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A-305

ARCHITECTURAL SECTIONS - CANOPY

ACCESS DOORS

M. PERKINS K. LUKE02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1/4" = 1'-0" F1

CANOPY SECTION SOUTH - ACCESS DOORS - PHASE 1

1/4" = 1'-0" C1

CANOPY SECTION NORTH - ACCESS DOORS - PHASE 1

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

HOUSING - PHASE 1

2 CONSTRUCT STRUCTURAL FRAMING REQUIRED TO SUPPORT NEW PIPING

WHILE (E) PIPE BRIDGE REMAINS. WALLS AND SOFFIT TO BE INSTALLED

AFTER (E) PIPE BRIDGE HAS BEEN REMOVED

3 (N) PIPING, SEE PLUMBING / MECHANICAL DRAWINGS

4 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

5 (N) SUSPENDED METAL PANEL CEILING SYSTEM

6 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

7 (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

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

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

10 (N) FIXED STAINLESS STEEL METAL PANEL SYSTEM TO MATCH ACCESS

DOORS

KEYNOTES

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

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

NO REVISIONS DATE

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

ABCDE

F1

A-302

C5

A-306

B

B

B

B

B

B

C1

A-305

F1

A-305

1'-10" 1'-7" C6

A-503

F6

A-503

TYP.

B

B

B

TYP.

3 3

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

A B C D E

F1

A-302

C5

A-306

C1

A-305

F1

A-305

B

B

B

B

B

B

B

B

B

1'-7" 1'-10" C6

A-503

F6

A-503

TYP.

TYP.

3 3 3

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

F1

A-301

B

B

B

B

B

B

E1

A-306

C1

A-306

4'-0" 2'-4" 4"

TYP.

TYP. 2

55 5

F6

A-503

C6

A-503

9 9

B31

B22 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-306

ARCHITECTURAL SECTIONS - CANOPY

ACCESS DOORS

M. PERKINS K. LUKE02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 1

2 (N) PIPING, SEE PLUMBING / MECHANICAL DRAWINGS

3 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

4 (N) SUSPENDED METAL PANEL CEILING SYSTEM

5 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

6 (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

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

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

9 (N) FIXED STAINLESS STEEL METAL PANEL SYSTEM TO MATCH ACCESS

DOORS

10 (N) 4" BLDG JOINT

11 (N) 2" BLDG JOINT

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

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

KEYNOTES

1/4" = 1'-0" E1

CANOPY SECTION WEST - ACCESS DOORS - PHASE 1

1/4" = 1'-0" C1

CANOPY SECTION EAST - ACCESS DOORS - PHASE 1

1/4" = 1'-0"

C5

CANOPY SECTION NORTH - ACCESS DOORS - PHASE 1

NO REVISIONS DATE

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

F5

A-302

B4

A-303

434445464748

B5

A-503

A-503

F6

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B3

BEYOND

11'-4" 1'-4" 1'-6" 10" 3'-2" C6

A-503

F6

A-503

F5

A-303

TYP.

TYP.

TYP.

TYP.

6 6 6 6

A-503

B6

P H

A S

E

P H

A S

E

42.1

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

F5

A-302

B4

A-303

43 44 45 46 47 48

A-503

B6

42.8

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

3'-2" 10" 1'-6" 1'-5" 11'-3" 4'-7"C6

A-503

F6

A-503

F5

A-303

TYP.

4 4

TYP.

TYP.

TYP.

OPPOSITE

HAND

A-503

F6

B5

A-503

F1

A-502

P H

A S

E

P H

A S

E

42.1

7' -9

A-505

D8 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-307

ARCHITECTURAL SECTIONS - CANOPY

ACCESS DOORS

M. PERKINS K. LUKE02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 2

2 (N) PIPING, SEE PLUMBING / MECHANICAL DRAWINGS

3 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

4 (N) SUSPENDED METAL PANEL CEILING SYSTEM

5 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

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

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

7 (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

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

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

10 (N) FIXED STAINLESS STEEL METAL PANEL SYSTEM TO MATCH ACCESS

DOORS

12 (N) ACCESS DOORS INSTALLED IN PHASE 3

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.

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

KEYNOTES

1/4" = 1'-0" B1

CANOPY SECTION NORTH - ACCESS DOORS - PHASE 2

1/4" = 1'-0" E1

CANOPY SECTION SOUTH - ACCESS DOORS - PHASE 2

NO REVISIONS DATE

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

34363841 3940 37 35 33

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

7"

1'-3"1'-3" 2'-7" 1'-11"

2' -8

2'

-8

2' -0

C6

A-503

F6

A-503

TYP.

TYP.

TYP.

12 12

P H

A S

E

P H

A S

E

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

34 36 38 4139 40373533

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

1'-1" 8'-5"

2' -0

2'

-8

2' -8

C6

A-503

F6

A-503

TYP.

1 1

12 6

TYP.

TYP.

F1

A-502

P H

A S

E

P H

A S

E

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

48 49

F1

A-502

C6

A-503

F6

A-503

A-504

B7

P H

A S

E

P H

A S

E

B

B

B

B

B

B

TYP.

TYP.

49.9 3'-3" 2'-9"

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

3'-4"

C6

A-503

F6

A-503

B

B

B

B

B

B

TYP.

TYP.

A-504

B7

OPPOSITE

HAND

P H

A S

E

P H

A S

E 249.9 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

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A-308

ARCHITECTURAL SECTIONS - CANOPY

ACCESS DOORS

M. PERKINS K. LUKE02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

KEYNOTES

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

P2P3 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1/4" = 1'-0" C1

CANOPY SECTION NORTH EAST - ACCESS DOORS - PHASE 2

1/4" = 1'-0" D1

CANOPY SECTION SOUTH WEST - ACCESS DOORS - PHASE 2

1/4" = 1'-0" F3

CANOPY SECTION SOUTH - ACCESS DOORS - PHASE 3

1/4" = 1'-0"

F1

CANOPY SECTION NORTH - ACCESS DOORS - PHASE 3

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 2

2 (E) ACCESS DOORS INSTALLED IN PHASE 2

3 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

4 (N) SUSPENDED METAL PANEL CEILING SYSTEM

5 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

6 (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

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

8 (N) STORM GUTTER ATTACHED TO PERIMETER OF THE HEXEGON CANOPY

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

11 (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.

12 (N) FIXED STAINLESS STEEL METAL PANEL SYSTEM TO MATCH ACCESS

DOORS

13 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 3

NO REVISIONS DATE

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 UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

C6

A-503

F6

A-503

F1

A-502

TYP.

TYP.

58.958.5

B

B

B

B

B

B

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

C6

A-503

F6

A-503

1 1

5 5

TYP.

TYP.

A-504

B7

F1

A-502

58.9 58.158.5

B

B

B

B

B

B

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

B

B

B

B

B

B

B

B

B

B

B

B

E Q E Q

F6

A-503

C6

A-503

A-502

F1

A-504

B7

SIM

A-503

F5

OPPOSITE

HAND

TYP.

A-504

B7

TYP.

58.157.5

B1

BEYOND

01_GROUND LEVEL

100' - 0"

02_CANOPY LEVEL

110' - 0"

C1

A-353

6263 6061

B

B

B

B

B1

BEYOND

TYP.

14 15

F6

A-503

C6

A-503

SIM

NEW 4" ROOF-TO-WALL

BLDG JOINT ON EXISTING

B24 BREEZEWAY ROOF,

BEYOND

18 18

(N) 3-VCHR-03 (N) 3-VCHS-03(N) 3-VCHR-02(N) 3-VCHS-01

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

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M

A-309

ARCHITECTURAL SECTIONS - CANOPY

ACCESS DOORS

M. PERKINS K. LUKE02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

KEYNOTES

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

P3 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1/4" = 1'-0" B1

CANOPY SECTION EAST - ACCESS DOORS - PHASE 3

1/4" = 1'-0"

B5

CANOPY SECTION WEST - ACCESS DOORS - PHASE 3

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 3

2 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

3 (N) PIPING, SEE PLUMBING / MECHANICAL DRAWINGS

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

5 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

6 (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

7 (N) STORM…