36C26118R0487-0002046.pdf

DNDN

PHASE 1

SEE SHEET A-101.1

PHASE 2

SEE SHEET A-101.2

TEMPORARY PED LINK

SEE SHEET A-101.4

ADD ALTERNATE

SEE SHEET A-101.5

B1 & B24 BREEZEWAY

B22 & 22A

SEE SHEET A-102

B31

SEE SHEET A-103

FUTURE CONSTRUCTION

SEE SHEET A-111.2

P H

A S

E

S E

E S

H E

E T

A -1

1.

P H

A S

E

S E

E S

H E

E T

A -1

1.

PHASE 2

SEE SHEET A-101.2

L O

A D

IN

G

D O

C K

PHASE 3

SEE SHEET A-101.3

P H

A S

E

S E

E S

H E

E T

A -1

1.

P H

A S

E

S E

E S

H E

E T

A -1

1.

B31

B22AB22

B2B36

B25

B3

B24

B1

B32

ADD ALTERNATE

SEE SHEET A-101.5

T5 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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-1

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

-O P

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:5 9:

P

M

A-101

ARCHITECTURAL CANOPY PLAN - COMPOSITE

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" = 20'-0" F1

ARCHITECTURAL CANOPY PLAN - COMPOSITE

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

B27

B34

B

B19& B19A

1 (N) CANOPY WITH INTEGRATED UTILITY HOUSING - PHASE 1

2 (N) CANOPY WITH INTEGRATED UTILITY HOUSING - PHASE 2

3 (N) CANOPY WITH INTEGRATED UTILITY HOUSING - PHASE 3

4 (N) CANOPY INTERSECTION - BBQ AREA

5 (N) CANOPY HEXAGON INTERSECTION - PHASE 3

6 (N) CANOPY TO HIDE UTILITIES FROM CENTRAL PLANT POC

7 (N) UTILITY POC AT B31

8 (N) CHW POINT OF CONNECTION AT B1, IN UTILITY TUNNEL (BELOW). SEE

MECHANICAL AND PLUMBING DRAWINGS.

9 (N) CHW POC FOR (F) TECHNOLOGY BUILDING

10 (N) PEDESTRIAN CANOPY - PHASE 3

11 (N) PEDESTRIAN CANOPY - ADD ALT

12 (N) CANOPY WITH (F) UTILITY CAPACITY- ADD ALT

13 OUTLINE OF (N) PEDESTRIAN LINK (TEMPORARY OR ADD ALT #1) TO BE

OPERATIONAL PRIOR TO START OF ANY SYSTEMS UPGRADES AND

UPDATES, AS INDICATED IN THE MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS

14 DO NOT ENCROACH (E) STAINED CONCRETE SLAB ON GRADE

15 (N) TEMPORARY COVERED PEDESTRIAN ACCESS TO B31 DURING PHASE 1

CONSTRUCTION

16 PORTION OF (N) INTEGRATED SYSTEMS CANOPY TO BE CONSTRUCTED AS

PART OF THE PEDESTRIAN LINK

17 (E) UTILITY TUNNEL FOR CHILLED WATER LINE TO B31 ADDITION

18 (F) 8" CHW S/R FOR B31 ADDITION (100 LF + ISOLATION VALVES)

KEYNOTES

NORTH

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

NO REVISIONS DATE

2 Revision 2 11/20/18

Expires 6.30.16Expires: 6/30/18

11/20/2018

(N)

A-201.1

B4

A

B

C

D

E

W

X

B22 & B22A

SEE SHEET A-102

B31

SEE SHEET A-103

TEMPORARY/ADD ALTERNATE NO.1 CANOPY

SEE SHEETS A-101.4 & A-101.5

P H

A S

E

S E

E S

H E

E T

A -1

1.

A-201.1

B1

A-201.1

C7

A-401

C1

A-401

C4

B1

A-304

B6

A-503

'-0

'-0

8' -0

'-0

MECH.

PENTOUSE

16D7

A-551

D7

A-551

E1

A-306

C1

A-306

C1

A-305

F1

A-305

12'-0" 13'-0"

AREA OF WORK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

B22.4

7.9

C6

S-504

BELOW

BELOW

F3

A-301

A-201.1

B4

A

B

C

D

E

W

X

F1

A-302

B22 & B22A

SEE SHEET A-102

A-201.1

B1

A-201.1

C7

A-401

A4

A-401

A1

A-401

A8 B1

A-304

10'-0"

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC TEMPORARY/ADD ALTERNATE NO. 1 CANOPY

SEE SHEETS A-101.4 & A-101.5

BC

BC

BC

BC

BC

BC

BC

BC

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

B3

B4

B3

B4

B

B

B

B

B

B

B

B

B

B

B3

B3

B3

B3

B3

B4

B

B

B

B3

B3

B4

B

B

B

B

B

B4

BC

C5

A-306

E1

A-306

C1

A-306

C1

A-305

F1

A-305

13 13

B31

SEE SHEET A-103

MECH.

PENTOUSE

(F) 1-VHPS-01

(N) 1-VCHR-02

(N) 1-VCHS-02

(F) 1-VHPR-01

(F) 1-VFS-02

(F) 1-VFW-02

(F) 1-VFS-01

(F) 1-VFW-01

(F) 1-VHPS-03

(N) 1-VHPS-04

(N) 1-VHPR-04

(N) 1-VHPS-05

(N) 1-VHPR-05

(F) 1-VHPR-03

(N) 1-VCHS-01

(N) 1-VCHR-01

(N) 1-VO-01

P H

A S

E

S E

E S

H E

E T

A -1

1.

AREA OF WORK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

B

B

B

13'-6"EQ. EQ.

4' -0

4'

-0

4' -0

4'

-0

4'-0"

4'-0"

4'-0"

4' -0

4'

-0

B22.4

6'-10" +/-

VERIFY

B3 B4

B3

7.9

RCP SYMBOL LEGEND

24" x 24" METAL PANEL CEILING SYSTEM

MANUFACT: ARMSTRONG - METAL

WORKS (OR APPROVED EQUAL)

TORSION SPRING EXTERIOR #7209 /

UNPERFORATED #M1

COLOR: GUN METAL (MYA)

12" x 22" TRANSLUCENT PANEL ROOF SYSTEM

MANUFACT: CPI (OR APPROVED EQUAL)

COLOR: WHITE

PATHWAY LIGHT AT BASE OF SEAT WALL,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

ROPE LIGHTING AT BASE OF COLUMN,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

A

B

TYPE 1 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITH SOLDIER PROFILE

ARCHITECTURAL STONE VENEER CLADDING

(SEE D4/A-502)

TYPE 3 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITHOUT CLADDING (TO BE ADDED

IN (F) PHASE)

TYPE 2 COLUMN: W12x50 STRUCTURAL

COLUMN WITH CYLINDRICAL CIP CONCRETE

SURROUND (SEE F1/A-503)

VERTICAL STRIP LIGHT AT INSIDE FACE OF

COLUMN, REFER TO A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

C

SOLAR TUBE - 22" LIGHT TUNNEL

8" RECESSED CAN LIGHT - SEE ELECTRICAL

2" RECESSED CAN LIGHT - SEE ELECTRICAL

B1, B2, ETC.

ACCESS DOORS ON INTERIOR VERTICAL FACE

OF SOFFIT, SEE A-600 FOR SCHEDULE AND

DETAILS

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-

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V A

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C hi lle r

P la nt P

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A-101.1

ARCHITECTURAL CANOPY PLANS - PHASE 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

1" = 10'-0" C3

ARCHITECTURAL CANOPY PLAN - 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

B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1 (N) 14" CHW S/R AT (E) POC ON B22A ROOF, SEE MPE DRAWINGS

2 (N) CANOPY TO HIDE UTILITIES FROM CENTRAL PLANT POC

3 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY HOUSING - PHASE 1

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.

SEE MPE DRAWINGS

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

REPAIRED AFTER REMOVAL OF THE PIPES

8 (E) COOLING TOWERS

9 (F) CANOPY CONTINUES IN PHASE 2

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

11 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

12 (N) CHW AND OXYGEN LINES RUNNING IN NORTH SIDE OF INTEGRATED

CANOPY PIPE BANK

13 (F) CAPACITY FOR UTILITIES RUNNING IN SOUTH SIDE OF INTEGRATED

CANOPY PIPE BANK

14 (E) SCREEN WALL ABOVE TO REMAIN

15 (N) SUSPENDED METAL PANEL CEILING SYSTEM

16 (N) CHW AND STEAM PIPE PENETRATIONS TO B31 PENTHOUSE

17 (N) CHILLERS TO BE INSTALLED IN PHASE 1. SEE MECHANICAL SHEETS

18 (N) METAL GRATING ON STEEL FRAME BEWTEEN B31 PARAPETS TO

CONCEAL PIPE PENETRATIONS

19 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

20 (N) 4" BLDG JOINT

21 (N) 2" BLDG JOINT

1" = 10'-0" F3

REFLECTED CEILING PLAN - NEW CANOPY - PHASE 1

KEYNOTES

ARCHITECTURAL PIPE ACCESSORY SCHEDULE -

PHASE 1

Mark Location in Project Size

Phase 1

CHR

(F) 1-VCHS-03 COLUMN N-2.5 6"

(N) 1-VCHR-01 COLUMN D-32 14"

(N) 1-VCHR-02 COLUMN D-6 6"

(N) 1-VCHR-04 B31 PENTHOUSE 3"

(N) 1-VCHR-05 COLUMN D-6 1" Diameter

(N) 1-VCHR-06 B31 PENTHOUSE 3"

(N) 2-VO-04 14"

(N) 3-Flex 14" Flexible Connector

(N) 3-Flex 14" Flexible Connector

(N) 3-Flex 3" Flexible Connector

(N) 3-Flex 3" Flexible Connector

CHS

(F) 1-VCHR-03 COLUMN N-2.5 6"

(N) 1-VCHS-01 COLUMN D-32 14"

(N) 1-VCHS-02 COLUMN D-6 6"

(N) 1-VCHS-04 B31 PENTHOUSE 3"

(N) 1-VCHS-06 B31 PENTHOUSE 3"

(N) 3-Flex 3" Flexible Connector

(N) 3-Flex 3" Flexible Connector

FS

(F) 1-VFS-01 COLUMN E-7 4"

(F) 1-VFS-02 COLUMN E-6 4"

(F) 1-VFS-03 COLUMN N-4 4"

FW

(F)1-VFW-03 COLUMN N-4 6"

(F) 1-VFW-01 COLUMN E-7 6"

(F) 1-VFW-02 COLUMN E-6 6"

HPR

(N) 1-VHPR-04 B22 EQUIPMENT RM LFWGV-1"

(N) 1-VHPR-05 B22 EQUIPMENT RM LFWGV-1"

(N) 3-Flex 2" Flexible Connector

(N) 3-Flex 2" Flexible Connector

HPS

(F) 1-VHPS-01 COLUMN E-6 8"

(F) 1-VHPS-02 COLUMN N-4 4"

(F) 1-VHPS-03 COLUMN E-6 4"

(N) 1-VHPS-04 B22 EQUIPMENT RM 2 1/2"

(N) 1-VHPS-05 B22 EQUIPMENT RM 2 1/2"

(N) 3-Flex 2½" Flexible Connector

(N) 3-Flex 2½" Flexible Connector

O

(N) 1-VO-01 COLUMN D-32 2"

PC

(F) 1-VHPR-01 COLUMN E-6 3"

(F) 1-VHPR-02 COLUMN N-4 2"

(F) 1-VHPR-03 COLUMN E-6 2"

Grand total: 39

NORTH

NORTH

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

NOTE: SEE MECHANICAL SHEETS FOR COMPLETE VALVE

INFORMATION. PHASE 1 VALVES IN B2, B22 AND B22A ARE

SHOWN ON A-102. PHASE 1 VALVES IN B31 ARE SHOWN ON

A-103. PHASE 1 VALVES INCLUDED IN ADD ALTERNATE NO.1

ARE SHOWN ON A-101.5.

NO REVISIONS DATE

2 Revision 2 11/20/18

Expires 6.30.16Expires: 6/30/18

11/20/2018

8"

F5

A-302

B4

A-303

D

E

W

X

Z

A-201.1

F1

B3

B24

P H

A S

E

S E

E S

H E

E T

A -1

1.

P H

A S

E

S E

E S

H E

E T

A -1

1.

W.0

40.9

A-201.1

C1

A-201.1

C3

B5

A-503

B6

A-503

X.0

A-201.1

F6

42.8

B36

A-402

C1

A-308 D1

A-308

B1

A-307

E1

A-307

AREA OF WORK

AREA OF WORK

AREA OF WORK

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

A-201.1

D1

F5

A-303

Y

D6

A-504

7.9

42.1

Z.0

Y.0

SIM

D8

A-505

F5

A-302

D

E

W

X

Z

A-201.1

F1

5 5

B3

B24

P H

A S

E

S E

E S

H E

E T

A -1

1.

P H

A S

E

S E

E S

H E

E T

A -1

1.

W.0W.0

40.9

A-201.1

C1

A-201.1

C3

A-401

F2 26 '-0

X.0X.0

A-201.1

F6

42.8

B36

A-402

F1

B

AAA A

BC BC

B B

B

BC

14'-0"

10'-0"

2'-0" 26'-0"

BC

BC

BC

BC

BC

BC

BC

BC

BC

AA

BC

A

B

B

B

B

B

B

B

B

B

B

B 1 B

B

B

B

B 2 B

B

B

B

B 1 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

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

B

B

B

B

B

B

37 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

C1

A-308 D1

A-308

B1

A-307

E1

A-307

2'-0"

4' -0

4'

-0

(N) 2-VCHR-03

(N) 2-VCHS-03

(N) 2-VCHR-02

(N) 2-VCHS-02

(N) 2-VCHS-01

(N) 2-VCHR-01

O 1

(N) 2-VO-02

(N) Exp-Comp

(N) Exp-Comp

(N) Exp-Comp

(N) Exp-Comp

AREA OF WORK

AREA OF WORK

AREA OF WORK

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

A-201.1

D1

4' -0

4'

-0

A

4' -0

4'

-0

4' -0

4'

-0

90°

F5

A-303

Y

D6

A-504

7.9

42.1

SIM

D8

A-505

14 14 14

RCP SYMBOL LEGEND

24" x 24" METAL PANEL CEILING SYSTEM

MANUFACT: ARMSTRONG - METAL

WORKS (OR APPROVED EQUAL)

TORSION SPRING EXTERIOR #7209 /

UNPERFORATED #M1

COLOR: GUN METAL (MYA)

12" x 22" TRANSLUCENT PANEL ROOF SYSTEM

MANUFACT: CPI (OR APPROVED EQUAL)

COLOR: WHITE

PATHWAY LIGHT AT BASE OF SEAT WALL,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

ROPE LIGHTING AT BASE OF COLUMN,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

A

B

TYPE 1 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITH SOLDIER PROFILE

ARCHITECTURAL STONE VENEER CLADDING

(SEE D4/A-502)

TYPE 3 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITHOUT CLADDING (TO BE ADDED

IN (F) PHASE)

TYPE 2 COLUMN: W12x50 STRUCTURAL

COLUMN WITH CYLINDRICAL CIP CONCRETE

SURROUND (SEE F1/A-503)

VERTICAL STRIP LIGHT AT INSIDE FACE OF

COLUMN, REFER TO A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

C

SOLAR TUBE - 22" LIGHT TUNNEL

8" RECESSED CAN LIGHT - SEE ELECTRICAL

2" RECESSED CAN LIGHT - SEE ELECTRICAL

B1, B2, ETC.

ACCESS DOORS ON INTERIOR VERTICAL FACE

OF SOFFIT, SEE A-600 FOR SCHEDULE AND

DETAILS

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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-1

6-

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

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7/

:5 9:

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M

A-101.2

ARCHITECTURAL CANOPY PLANS - PHASE 2

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" = 10'-0" C2

ARCHITECTURAL CANOPY PLAN - PHASE 2

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 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE - PHASE 2

2 (N) CANOPY INTERSECTION - BBQ AREA

3 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

4 ISOLATION VALVES FOR POC FOR (F) TECHNOLOGY BUILDING.

5 REMOVE AND REPLACE (E) RETAINING WALL (BELOW). SEE AS AND CU

DRAWINGS.

6 REMOVE AND REPLACE AND REPLACE (E) EYEBROW ABOVE B3

ENTRANCE, SEE AD101

7 (N) METAL PANEL SOFFIT FOR SYSTEMS CROSSOVER

8 (N) CANOPY INTERSECTION - BBQ AREA METAL PANEL CEILING SYSTEM

9 (N) SOLAR TUBE DOME WITH INTERGAL CURB

10 (E) BUILDING 24 NORTHERN WINDOW SUN SHADING DEVICES - ABOVE

11 (F) UTILITY POC AT (E) B24, ISOLATION VALVES PROVIDED, SEE

MECHANICAL SHEETS.

12 (N) BBQ AREA ROOF DRAIN

13 (N) ACCESS DOORS THAT OVERLAP THE PHASE LINE TO BE INSTALLED IN

PHASE 3 AFTER STRUCTURE IS IN PLACE.

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

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

15 (N) DOWNSPOUT TO SPLASHBLOCK BELOW

16 (N) LIGHT FIXTURE CENTERED IN CEILING TILE, SEE ELECTRICAL

DRAWINGS

17 (F) 2" BLDG JOINT

1" = 10'-0" F2

REFLECTED CEILING PLAN - NEW CANOPY - PHASE 2

KEYNOTES

ARCHITECTUAL PIPE ACCESSORY SCHEDULE - PHASE 2

Mark Location in Project System

Abbreviation Size

Phase 2

(N) 2-VCHS-02 COLUMN Y-46 3"-3"

(N) 2-VCHS-04 COLUMN Y-46 1"-1"

CHR

(N) 2-VCHR-01 COLUMN Y-48 CHR 14"-14"

(N) 2-VCHR-02 COLUMN Y-46 CHR 3"-3"

(N) 2-VCHR-03 BUILDING 24 CHR 4"-4"

(N) 3-VCHR-14 CHR 4"-4"

(N) Exp-Comp CHR 14"-14"-14"-14"

(N) Exp-Comp CHR 14"-14"-14"-14"

CHS

(N) 2-VCHS-01 COLUMN Y-48 CHS 14"-14"

(N) 2-VCHS-03 BUILDING 24 CHS 4"-4"

(N) 3-VCHR-13 CHS 4"-4"

(N) Exp-Comp CHS 14"-14"-14"-14"

(N) Exp-Comp CHS 14"-14"-14"-14"

O

(N) 2-VO-02 COLUMN Y-48 O 2"-2"

Grand total: 14

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

NOTE: SEE MECHANICAL SHEETS FOR COMPLETE VALVE

INFORMATION. (F) VALVES FOR CONNECTION TO (F)

ENGINEERING BUILDING ARE SHOWN ON A-111.2.

NORTH

NORTH

NO REVISIONS DATE

2 Revision 2 11/20/18

Expires 6.30.16Expires: 6/30/18

Z

AA

BB

A-201.2

B6A-201.2

F1

D1

A-303

F1

A-303

P H

A S

E

S E

E S

H E

E T

A -1

1.

FF

HH

L O

A D

IN

G

D O

C K

B

T5

P H

A S

E

S E

E S

H E

E T

A -1

1.

MATCHLINE

D1

A-503

B24

B3

PHASE 3/ B1 & B24 BREEZEWAY

SEE SHEET A-101.6

A-404

F4

CC

GG

F5

A-309

F1

A-308

F3

A-308

B5

A-309

B1

A-309

B8

A-503

B1

AREA OF WORK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

11 A-201.2

D1

A-201.2

D65" / 1'-0

Y

58.9

58.1

57.5

57.2

49.9

GG.1

FF.1

HH.1

DD

58.5

F1

A-309

Z.0

Y.0

Z

AA

BB

A-201.2

B6A-201.2

F1

P H

A S

E

S E

E S

H E

E T

A -1

1.

FF

HH

D4

A-502

L O

A D

IN

G

D O

C K

B

T5

B24

MATCHLINE

D1

A-503

B8

A-503

P H

A S

E

S E

E S

H E

E T

A -1

1.

PHASE 3 / B1 & B24 BREEZEWAY

SEE SHEET A-101.6

A-403

F3

BC

BC

BC

BC

A

A

A

A

BC

A

B3

CC

BC

A

BC

A

BC

A

BC

BC

A

BC

GG

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B 3 B

B

B

B

B

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B

B

B

B

B

B

A

10'-0"

F5

A-309

F1

A-308

F3

A-308

B5

A-309

B1

A-309

B1

(N) 3-VCHR-04

(N) 3-VCHS-04

(N) 3-VCHR-05

(N) 3-VCHS-05

A

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

94' -9

"4'-9"

4' -9

1' -7

1'-7"

1'-7"

A-201.2

D1

A-201.2

D6

Y

B

B

B

B

B

B

B

B

B

B

B

B

58.9

58.1

57.5

57.2

49.9

GG.1

FF.1

HH.1

DD

58.5

10'-0"

F1

A-309

Z.0

Y.0

RCP SYMBOL LEGEND

24" x 24" METAL PANEL CEILING SYSTEM

MANUFACT: ARMSTRONG - METAL

WORKS (OR APPROVED EQUAL)

TORSION SPRING EXTERIOR #7209 /

UNPERFORATED #M1

COLOR: GUN METAL (MYA)

12" x 22" TRANSLUCENT PANEL ROOF SYSTEM

MANUFACT: CPI (OR APPROVED EQUAL)

COLOR: WHITE

PATHWAY LIGHT AT BASE OF SEAT WALL,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

ROPE LIGHTING AT BASE OF COLUMN,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

A

B

TYPE 1 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITH SOLDIER PROFILE

ARCHITECTURAL STONE VENEER CLADDING

(SEE D4/A-502)

TYPE 3 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITHOUT CLADDING (TO BE ADDED

IN (F) PHASE)

TYPE 2 COLUMN: W12x50 STRUCTURAL

COLUMN WITH CYLINDRICAL CIP CONCRETE

SURROUND (SEE F1/A-503)

VERTICAL STRIP LIGHT AT INSIDE FACE OF

COLUMN, REFER TO A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

C

SOLAR TUBE - 22" LIGHT TUNNEL

8" RECESSED CAN LIGHT - SEE ELECTRICAL

2" RECESSED CAN LIGHT - SEE ELECTRICAL

B1, B2, ETC.

ACCESS DOORS ON INTERIOR VERTICAL FACE

OF SOFFIT, SEE A-600 FOR SCHEDULE AND

DETAILS

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

/5

-1

6-

V

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

-O P

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.r vt

/2

7/

:5 9:

P

M

A-101.3

ARCHITECTURAL CANOPY PLANS - PHASE 3

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" = 10'-0" F1

ARCHITECTURAL CANOPY PLAN - PHASE 3

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 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED UTILITY

PIPE BANK EACH SIDE - PHASE 3

2 (N) ISOLATION VALVES FOR POC FOR (F) CHW CAPACITY IN B1,

CONCEALED IN SOFFIT

3 (N) CANOPY HEXAGON INTERSECTION - PHASE 3

4 (N) CANOPY CONNECTION AT B1 & B24 BREEZEWAY

5 (N) TRANSLUCENT SKYLIGHT SYSTEM PEDESTRIAN CANOPY

6 (N) EXPOSED STRUCTURAL STEEL, PAINTED

7 (N) STORM GUTTER ATTACHED TO PERIMETER OF THE HEXAGON CANOPY

8 (E) MODULAR BUILDING TO BE REMOVED IN FUTURE PHASE. (F) CANOPY

SOFFIT TO BE INSTALLED DURING FUTURE PHASE AFTER MODULAR

BUILDING IS REMOVED.

9 (N) STORM DOWNSPOUT LOCATION

10 (E) FENCING TO REMAIN, AS REQUIRED TO MAINTAIN SECURE PERIMETER

11 (N) FENCING, AS REQUIRED TO MAINTAIN SECURE PERIMETER,

COORDINATE WITH VA COR

12 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

13 VA TO RELOCATE (E) CONNEX STORAGE PRIOR TO CONSTRUCTION

14 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

1" = 10'-0" F4

REFLECTED CEILING PLAN - NEW CANOPY - PHASE 3

KEYNOTES

ARCHITECTURAL PIPE ACCESSORY SCHEDULE - PHASE

Mark Location in Project System

Abbreviation Size

Phase 3

(N) 3-VCHS-05 COLUMN BB-59 3"

CHR

(N) 3-VCHR-01 COLUMN CC-63 CHR 14"

(N) 3-VCHR-02 COLUMN DD-63 CHR 10"

(N) 3-VCHR-03 AUDITORIUM CHR 3"

(N) 3-VCHR-04 COLUMN BB-60 CHR 14"

(N) 3-VCHR-05 COLUMN BB-59 CHR 3"

(N) 3-VCHR-07 COLUMN DD-63 CHR 10"

(N) 3-VCHR-11 CHR 10" Flexible Connector

(N) 3-VCHR-12 CHR 10" Flexible Connector

(N) 3-VCHS-02 COLUMN DD-63 CHR 10"

CHS

(N) 3-VCHS-01 COLUMN CC-63 CHS 14"

(N) 3-VCHS-03 AUDITORIUM CHS 3"

(N) 3-VCHS-04 COLUMN BB-60 CHS 14"

(N) 3-VCHS-06 COLUMN CC-62 CHS 1" Diameter

(N) 3-VCHS-07 COLUMN DD-63 CHS 10"

Grand total: 15

NOTE: SEE MECHANICAL SHEETS FOR COMPLETE VALVE

INFORMATION. PHASE 3 VALVES NEAR THE B1 & B24

BREEZEWAY ARE SHOWN ON A-101.6.

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

NORTHNORTH

NO REVISIONS DATE

PHASE 1

SEE SHEET AD101 AND A-101.1

PHASE 2

SEE SHEET A-101.2

B24 B25

W A

L K

O F

H O

N O

R

5 5

COVERED CANOPY ACCESS

TO B1 & B24 BREEZEWAY

B31

P H

A S

E

S E

E S

H E

E T

A -1

.3

PHASE 3

SEE SHEET A-101.3 AND A-101.6

B22A

B22

AREA OF WORK

AREA OF WORK

AREA OF WORK

AREA OF WORK

A R

EA O

F W O R K

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

AREA OF WORK

A R

EA O

F W O R K

A R

EA O

F W O R K 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

/5

-1

6-

V

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

-O P

T 4A

.rv t

4/

/2

2:

:5

P

M

A-101.4

ARCHITECTURAL CANOPY PLAN -

TEMPORARY PEDESTRIAN

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" = 10'-0" F2

ARCHITECTURAL ROOF PLAN - PEDESTRIAN CANOPY - TEMPORARY

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

B24

B25

B2

B22A

B1

OPC

TEMP CANOPY

B27

B34

B

B19& B19A

1 TEMPORARY PRE-MANUFACTURED PEDESTRIAN CANOPY TO BE USED

DURING CONSTRUCTION 10' MIN CLEAR WALKWAY

2 TO CANOPY PHASE 1, CENTRAL PLANT AND CLC

3 TEMPORARY SUBFLOOR, RAISED TO ALLOW DRAINAGE AND PROTECT (E)

GRADE

4 (E) SIGNAGE TO BE RETAINED AND RELOCATED AS REQUIRED.

5 (E) ACCESSIBLE PARKING AREA TO REMAIN OPERATIONAL

6 TEMPORARY PEDESTRIAN LINK, (E) TRAFFIC PATTERNS SHALL NOT BE

IMPAIRED

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

NORTH

NO REVISIONS DATE

2/7/2018

A-201.1

B4

F

G

H

J

L

M

N

P

S

T

89101112

2425262728

Q

R

A-201.5

B1

A-201.5

F3

F1

A-304

U

V

A4

A-504

B1

A-304

A-2

.5D1

B4

A-304

D1

A-310

B1

A-310

K

B24

B25

PHASE 1

SEE SHEET A-101.1

PHASE 2

SEE SHEET A-101.2

P H

A S

E

S E

E S

H E

E T

A -1

1.

'-0

PHASE 3

SEE SHEET A-101.6

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2 A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1 A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A2

A2

A1

A1

A1 A1 A2

A1

A1

A1

A2

A2

A2

A1

A1

A1

A1 A1 A2

(F)1-VFW-03

(F) 1-VFS-03

(F) 1-VCHR-03

(F) 1-VCHS-03(F) 1-VHPR-02

(F) 1-VHPS-02

AREA OF WORK

AREA OF WORK

AREA OF WORK

AREA OF WORK

A R

EA O

F W O R K

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

A R

EA O

F W O R K

A R

EA O

F W O R K

4'-0" 4'-0"

4' -0

4' -0

4' -0

4'- 0"

4'- 0"

4' -0

4'

-0

4'-0"

4'-0"

4'- 0"

4'- 0"

3.9

VV UU

WW

XX

RCP SYMBOL LEGEND

24" x 24" METAL PANEL CEILING SYSTEM

MANUFACT: ARMSTRONG - METAL

WORKS (OR APPROVED EQUAL)

TORSION SPRING EXTERIOR #7209 /

UNPERFORATED #M1

COLOR: GUN METAL (MYA)

12" x 22" TRANSLUCENT PANEL ROOF SYSTEM

MANUFACT: CPI (OR APPROVED EQUAL)

COLOR: WHITE

PATHWAY LIGHT AT BASE OF SEAT WALL,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

ROPE LIGHTING AT BASE OF COLUMN,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

A

B

TYPE 1 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITH SOLDIER PROFILE

ARCHITECTURAL STONE VENEER CLADDING

(SEE D4/A-502)

TYPE 3 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITHOUT CLADDING (TO BE ADDED

IN (F) PHASE)

TYPE 2 COLUMN: W12x50 STRUCTURAL

COLUMN WITH CYLINDRICAL CIP CONCRETE

SURROUND (SEE F1/A-503)

VERTICAL STRIP LIGHT AT INSIDE FACE OF

COLUMN, REFER TO A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

C

SOLAR TUBE - 22" LIGHT TUNNEL

8" RECESSED CAN LIGHT - SEE ELECTRICAL

2" RECESSED CAN LIGHT - SEE ELECTRICAL

B1, B2, ETC.

ACCESS DOORS ON INTERIOR VERTICAL FACE

OF SOFFIT, SEE A-600 FOR SCHEDULE AND

DETAILS

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

/5

-1

6-

V

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

-O P

T 4A

.r vt

/2

7/

:5 9:

P

M

A-101.5

ARCHITECTURAL CANOPY PLAN - 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

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

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

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

2 TO CANOPY PHASE 1, CENTRAL PLANT AND CLC

3 TO B1 & B24 BREEZEWAY

4 (N) CUSTOM SOLDIER PROFILE COLUMNS WITH EMBEDDED STRUCTURAL

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

5 LOCATION OF (E) UTILITY TUNNEL

6 PROVIDE (N) CROSSOVER FOR (F) UTILITY CHASE TO (E) UNDERGROUND

TUNNEL FOR (F) UTILITY ACCESS

7 (N) ACCESSIBLE CONCRETE WALK ON GRADE, BELOW, SEE CIVIL

DRAWINGS.

8 (N) CANOPY ACCESS CONNECTED TO BLDG B1 & B24 BREEZEWAY

9 (E) SIGN TO BE MOVED SEE CIVIL DRAWINGS FOR SITE WORK

10 (N) RELOCATED BUILDING SIGN, SEE CIVIL DRAWINGS FOR SITE WORK

11 (F) 8" CHW S/R TO B31 IN (E) UTILITY TUNNEL, SEE A-101 & MECHANICAL

12 (N) STORM DOWNSPOUT LOCATION

13 (N) TWO-PIECE CLIP AND GUTTER SYSTEM BY CANOPY MANUFACTURER

14 (E) SIGNAGE TO BE RETAINED AND RELOCATED AS REQUIRED.

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" = 10'-0" F1

RELECTED CEILING PLAN - ADD ALTERNATE NO.1

ARCHITECTURAL PIPE ACCESSORY SCHEDULE -

PHASE 1

Mark Location in Project Size

Phase 1

CHR

(F) 1-VCHS-03 COLUMN N-2.5 6"

(N) 1-VCHR-01 COLUMN D-32 14"

(N) 1-VCHR-02 COLUMN D-6 6"

(N) 1-VCHR-04 B31 PENTHOUSE 3"

(N) 1-VCHR-05 COLUMN D-6 1" Diameter

(N) 1-VCHR-06 B31 PENTHOUSE 3"

(N) 2-VO-04 14"

(N) 3-Flex 14" Flexible Connector

(N) 3-Flex 14" Flexible Connector

(N) 3-Flex 3" Flexible Connector

(N) 3-Flex 3" Flexible Connector

CHS

(F) 1-VCHR-03 COLUMN N-2.5 6"

(N) 1-VCHS-01 COLUMN D-32 14"

(N) 1-VCHS-02 COLUMN D-6 6"

(N) 1-VCHS-04 B31 PENTHOUSE 3"

(N) 1-VCHS-06 B31 PENTHOUSE 3"

(N) 3-Flex 3" Flexible Connector

(N) 3-Flex 3" Flexible Connector

FS

(F) 1-VFS-01 COLUMN E-7 4"

(F) 1-VFS-02 COLUMN E-6 4"

(F) 1-VFS-03 COLUMN N-4 4"

FW

(F)1-VFW-03 COLUMN N-4 6"

(F) 1-VFW-01 COLUMN E-7 6"

(F) 1-VFW-02 COLUMN E-6 6"

HPR

(N) 1-VHPR-04 B22 EQUIPMENT RM LFWGV-1"

(N) 1-VHPR-05 B22 EQUIPMENT RM LFWGV-1"

(N) 3-Flex 2" Flexible Connector

(N) 3-Flex 2" Flexible Connector

HPS

(F) 1-VHPS-01 COLUMN E-6 8"

(F) 1-VHPS-02 COLUMN N-4 4"

(F) 1-VHPS-03 COLUMN E-6 4"

(N) 1-VHPS-04 B22 EQUIPMENT RM 2 1/2"

(N) 1-VHPS-05 B22 EQUIPMENT RM 2 1/2"

(N) 3-Flex 2½" Flexible Connector

(N) 3-Flex 2½" Flexible Connector

O

(N) 1-VO-01 COLUMN D-32 2"

PC

(F) 1-VHPR-01 COLUMN E-6 3"

(F) 1-VHPR-02 COLUMN N-4 2"

(F) 1-VHPR-03 COLUMN E-6 2"

Grand total: 39

NORTH

NO REVISIONS DATE

2 Revision 2 11/20/18

Expires 6.30.16Expires: 6/30/18

11/20/2018

8"

(N)

AABB

A-201.2

B1

D4

A-311

D1

A-311

B1

B24

BELOW

C1

A-353

31U

V

PHASE 2

SEE SHEET A-101.2

PHASE 3

SEE SHEET A-101.3

T E

M P

O R

A R

Y /A

D D

A L

T E

R N

A T

E N

O . 1

C A

N O

P Y

S E

E S

H E

E T

S A

-1

.4

A

1.

A4

A-504

CC

REFER TO SHEET A-101.3 FOR PIPING ACCESSORY SCHEDULE

A R

EA O

F W O R K

A R

EA O

F W O R K

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

58.9

DD

VV UU

WW

XX

B1 & B24 BREEZEWAY

F1

A-309

1/4" / 1'-0"

B24

AUDITORIUM

TEM

PORARY/ADD ALTERNATE

NO. 1 CANOPY

SEE SHEETS A-101.4 & A-101.5

AABB

A-201.2

B1

D4

A-311

D1

A-311

PHASE 2

SEE SHEET A-101.2

B1

B1 & B24 BREEZEWAY

B24

C1

A-353

31U

V

T E

M P

O R

A R

Y /A

D D

A L

T E

R N

A T

E N

O . 1

C A

N O

P Y

S E

E S

H E

E T

S A

-1

.4

A -1

.5

PHASE 3

SEE SHEET A-101.3

A

A-101.6

B

A-101.6

A4

A-504

CC

BC

BC

(N) 3-VCHS-03

(N) 3-VCHR-03

(N) 3-VCHS-01

(N) 3-VCHR-01

(N) 3-VCHS-02

(N) 3-VCHR-02

A R

E A

O F

W O

R K

9'-9"

EXISTING

58.9

DD

10'-0"

10'-0"

EXISTING

VV UU

WW

XX

10'-0"

11'-3"

B24

F1

A-309

B3

B1

B1

B3

BC

A4

A-504

TEM

PORARY/ADD ALTERNATE

NO. 1 CANOPY

SEE SHEETS A-101.4 & A-101.5

A-504

F4

'-0

4'-11"

1' -1

RCP SYMBOL LEGEND

24" x 24" METAL PANEL CEILING SYSTEM

MANUFACT: ARMSTRONG - METAL

WORKS (OR APPROVED EQUAL)

TORSION SPRING EXTERIOR #7209 /

UNPERFORATED #M1

COLOR: GUN METAL (MYA)

12" x 22" TRANSLUCENT PANEL ROOF SYSTEM

MANUFACT: CPI (OR APPROVED EQUAL)

COLOR: WHITE

PATHWAY LIGHT AT BASE OF SEAT WALL,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

ROPE LIGHTING AT BASE OF COLUMN,

REFER TO SHEET A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

A

B

TYPE 1 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITH SOLDIER PROFILE

ARCHITECTURAL STONE VENEER CLADDING

(SEE D4/A-502)

TYPE 3 COLUMN: 8"x8"x5/8" HSS STRUCTURAL

COLUMN WITHOUT CLADDING (TO BE ADDED

IN (F) PHASE)

TYPE 2 COLUMN: W12x50 STRUCTURAL

COLUMN WITH CYLINDRICAL CIP CONCRETE

SURROUND (SEE F1/A-503)

VERTICAL STRIP LIGHT AT INSIDE FACE OF

COLUMN, REFER TO A-502 AND ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION

C

SOLAR TUBE - 22" LIGHT TUNNEL

8" RECESSED CAN LIGHT - SEE ELECTRICAL

2" RECESSED CAN LIGHT - SEE ELECTRICAL

B1, B2, ETC.

ACCESS DOORS ON INTERIOR VERTICAL FACE

OF SOFFIT, SEE A-600 FOR SCHEDULE AND

DETAILS

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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F re sn o

C hi lle r

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-1

6-

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A-101.6

ARCHITECTURAL CANOPY PLANS - B1 & B24

BREEZEWAY

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" = 10'-0" C3

ARCHITECTURAL CANOPY PLAN - B1 & B24 BREEZEWAY - PHASE 3

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

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1" = 10'-0" F3

REFLECTED CEILING PLAN - NEW CANOPY - (E) B1 & B24 BREEZWAY - PHASE 3

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE - PHASE 3

2 (N) 14" CHW LINES THROUGH (E) B1 & B24 BREEZEWAY, SEE STRUCTURAL

AND MPE DRAWINGS.

3 (N) SUSPENDED METAL PANEL CEILING SYSTEM

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

6 (E) LIGHTS TO REMAIN

7 (N) CEILING SUSPENDED FROM STUD FRAMED CANOPY AND PIPE CHASE

TO ENCLOSE (N) PIPE WORK

8 (E) VESTIBULE CANOPY, BELOW

9 (E) BUILDING JOINT TO REMAIN

10 MAINTAIN SEPARATION FROM VESTIBULE CANOPY

11 (E) SKYLIGHTS

12 SEE MECHANICAL DRAWINGS FOR (N) PIPING

13 (E) BREEZEWAY COLUMN TO REMAIN

14 SEE MECHANICAL DRAWINGS FOR (F) PIPING

15 (N) CHW POC FOR (F) CONNECTION TO B24 AUDITORIUM

16 (N) LIGHT FIXTURE, SEE ELECTRICAL

17 (N) EXPANDED SIDEWALK BETWEEN B1 AND B24 AUDITORIUM, SEE

ARCHITECTURAL SITE PLANS

18 (N) RETAINING WALL FOR B24 RAMP, SEE ARCHITECTURAL SITE PLANS

19 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE - ADD ALTERNATE NO.1 - PHASE 1

20 (N) FLASHING BETWEEN CANOPY AND EYEBROW CHASE

KEYNOTES

(E) B1 & B24 BREEZEWAY - ADD ALTERNATE NO. 1 BUILDING JOINT LOCATION

(E) B1 & B24 BREEZEWAY / EYEBROW AND VERTICAL CHASE CONNECTIONB

A-101.6

A

A-101.6

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

ARCHITECTURAL PIPE ACCESSORY SCHEDULE - PHASE 3

Mark Location in Project System

Abbreviation Type Size

Phase 3

(N) 3-VCHS-05 COLUMN BB-59 Butterfly Valve - 2-14 Inch 3"

CHR

(N) 3-VCHR-01 COLUMN CC-63 CHR Butterfly Valve - 2-14 Inch 14"

(N) 3-VCHR-02 COLUMN DD-63 CHR Butterfly Valve - 2-12 Inch 10"

(N) 3-VCHR-03 AUDITORIUM CHR Butterfly Valve - 2-14…