36C26118R0487-104.pdf

D

E

BC

A1

A2

A1

A2

A1 A1

BC

B

B

B

B

B

B

B

B

B

B

B

B

A

B

B31.1

BC

BC

C6

S-504

BC BC

BC BC

B

B

B 1B

B

B

B

B

B

B

B

B

6'-3"

4' -0

4'

-0

4'-0"

VIF

2'-11"

D

E

BC

BC BC

BC

B

B 4B

B

B

B

B

B

B

B

B

B

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

A

B

B22.3

B31.1

B31.E

B31.F

F1

A-302

F1

A-301

C6

S-504

D

E

67 7

F5

A-302

Z

B5

A-503

B6

A-503

F6

A-503

AT CLG

AT ROOF

AT ROOF

EQ 10'-0" EQ

'-0

10'-0"

BCBC

Y

D8

A-505

3.11 3.12

Z

56 6

10'-0"

BC BC

2'-0" EQEQ

E Q

2' -0

C6

A-211.2

Y

3.10

3.11

3.12

BCBC

B

B

B

B1

B1

B2

B2

B1

B1

B

B

B

B3

B3

B4

B1

B1

B2

BC

BC

D

E

3A1

A2

A1

A2

A1 A1

B

B

B 1 B

B 2 B

B

B 1 B

B

B

B

BC

BC

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

2/ 7/

0:

:2

P

M

A-401

ARCHITECTURAL ENLARGED PLANS -

REFLECTED CEILING PLANS

M. PERKINS H.

GARDINER

02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1/4" = 1'-0" A8

REFLECTED CEILING PLAN - (N)

CANOPY - PHASE 1 - PIPE BRIDGE

1/4" = 1'-0" A4

ENLARGED REFLECTED CEILING PLAN

- (N) CANOPY - PHASE 1 - B22A

1/4" = 1'-0" A1

ENLARGED REFLECTED CEILING PLAN

- (N) CANOPY - PHASE 1 - B22

KEYNOTES

NOTE: PHASE 1 CONSTRUCTION LEAVES THE CONNECTION TO

THE COMMUNITY LIVING CENTER WEST ENTRANCE UNCOVERED

TO ALLOW UTILITY CONNECTIONS TO BE MADE PRIOR TO

CANOPY CONSTRUCTION. CONTRACTOR TO PROVIDE

TEMPORARY CANOPY STRUCTURE WHILE UTILITY CONNECTIONS

ARE COMPLETED. REMOVE IN PHASE 2 TO COMPLETE THE

CANOPY CONNECTION TO THE COMMUNITY LIVING CENTER WEST

ENTRANCE. CONTRACTOR TO COORDINATE ACCESS CONTROL

WITH COR AND TO PROVIDE TEMPORARY SIGNAGE TO SUPPORT

ACCESS CONTROL AND ROUTING.

1 (N) SUSPENDED METAL PANEL CEILING SYSTEM

2 STRUCTURAL COLUMN - SEE STRUCTURAL SHEETS

3 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK

4 LIGHTING SYSTEM- SEE ELECTRICAL SHEETS

5 PHASE 2, SUSPENDED METAL PANEL CEILING SYSTEM

6 PHASE 2, TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH

INTEGRATED UTILITY PIPE BANK

7 (N) DUCTBANK TO BE INSTALLED AFTER CONNECTION TO CLC IS

OPERATIONAL

8 (F) CEILING DUCTBANK

9 (E)HANDRAIL(S) AND PORTION OF CANOPY TO REMAIN

10 (E) HANDRAIL(S) AND PORTION OF CANOPY TO BE REMOVED

11 (N) BLDG JOINT

12 (N) CEILING DUCTBANK

13 (N) CEILING DUCTBANK - ADD ALT NO. 1

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2 B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

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

1/4" = 1'-0" C4

ARCHITECTURAL CANOPY PLAN - PHASE 1 - B31

1/4" = 1'-0"

C1

ARCHITECTURAL CANOPY PLAN - PHASE 1 - B22 & B22A

1/4" = 1'-0" F2

REFLECTED CEILING PLAN - (N)

CANOPY - PHASE 2 - (E) BLDG 3

1/4" = 1'-0" F4

REFLECTED CEILING PLAN - (F) CANOPY - (F) TECH BLDG

NO REVISIONS DATE

1/4" = 1'-0" C8

REFLECTED CEILING PLAN - (N)

CANOPY - PHASE 2 - PIPE BRIDGE

Expires 6.30.16Expires: 6/30/18

2/7/2018

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

B4

A-303

X

A-201.1

F1

B1

A-303

W.0W.0

40.9

40.9

X.0X.0

42.8

B3

2 2

2'-0" 26'-0" 2'-0"

B

B

B

B

6 6

4' -0

'-0

4' -0

14'-0"

F5

A-303

Y

42.1

B4

A-303

B1

A-303

W.0

40.9

40.9

X.0

42.8

42.8

SLOPE

18'-0"

20'-0"

S L O

P E

SLOPE

S L O

P E

SIM

D3

A-504

F5

A-303

Y

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

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

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

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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

2/ 7/

0:

:2

P

M

A-402

ARCHITECTURAL ENLARGED PLANS -

REFLECTED CEILING PLANS

M. PERKINS H.

GARDINER

02/07/2018

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

P2 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

KEYNOTES

1/4" = 1'-0" F1

REFLECTED CEILING PLAN - NEW CANOPY - PHASE 2 - BBQ AREA

1 (N) SUSPENDED METAL PANEL CEILING SYSTEM

2 STRUCTURAL COLUMN - SEE STRUCTURAL SHEETS

3 (N) BUILT-UP ROOF SYSTEM TO MATCH CAMPUS STANDARDS

4 (N) BUILT-UP ROOF CRICKET TO MATCH CAMPUS STANDARDS

5 (N) ROOF DRAIN AND OVERFLOW - PHASE 2

6 (N) SOLAR TUBE LIGHT TUNNEL

7 (N) RECESSED CAN LIGHT, SEE ELECTRCIAL

8 (N) SOLAR TUBE DOME WITH INTERGAL CURB

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

1/4" = 1'-0"

ARCHITECTURAL CANOPY PLAN - PHASE 2 - BBQ AREA ROOF

NO REVISIONS DATE

Z

AA

BB

D1

A-303

D1

A-303

F1

A-303

D4

A-311

FF

FF

HH

HH

BUILDING 1

BUILDING 24

15'-4"

4" MIN.

CC

ABC

ABC

ABC

ABC

BC

BCBC

BC

ABC

BC

GG

B3

B3

B3

B3

B3

B3

B

B

B

B

B

B

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B

B

B

B

B

B

B3

B3

B3

B3

B3

B3

F5

A-309 F1

A-308

F3

A-308

B5

A-309

B1

A-309

10'-0"

D4

A-352

1' -7

1'-7"

1'-7"

1' -7

1'-7"

1'-7"

O M

IT

W

AL

L

SY

TE

M A

T

DU

CT

B

AN

K

O M

IT

W

AL

L

SY

ST

EM

A

T

DU

CT

B

AN

K

A-201.2

D6

Y

58.9

58.1

57.5

57.2

49.9

GG.1

FF.1

HH.1

DD

58.5

F1

A-309

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

.rv t

2/ 7/

0:

:3

P

M

A-403

ARCHITECTURAL ENLARGED PLANS -

REFLECTED CEILING PLANS

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" F3

REFLECTED CEILING PLAN - NEW CANOPY - PHASE 3 - B1 & B24

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

KEYNOTES

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE

2 (N) SUSPENDED METAL PANEL CEILING SYSTEM

3 STRUCTURAL COLUMN - SEE STRUCTURAL SHEETS

4 LIGHTING SYSTEM- SEE ELECTRICAL SHEETS

5 ROOF DRAIN

6 (N) BLDG JOINT

7 (E) MECHANICAL SCREEN TO REMAIN

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

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

10 STRUCTURAL STEEL PAINTED, COLOR: WHITE, SEE STRUCTURAL

DRAWINGS

11 METAL ROOF

12 (N) DOWNSPOUT TO SPLASHBLOCK BELOW

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

G a s

Z

AA

AA

BB

BB

D1

A-303

D1

A-303

F1

A-303

D4

A-311

FF

HH

HH

40'-11 1/2"

TYPICAL

23'-10"

12'-0"

VERIFY

4'-10"

12'-0"

CC

GG

F5

A-309

F1

A-308

F3

A-308

B5

A-309

B1

A-309

5" / 1'-0

B7

A-504

A-201.2

D6

Y

58.9

58.1

57.5

57.2

49.9

GG.1

FF.1

HH.1

DD

58.5

4" MIN.

(N) BLDG JOINT

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

2/ 7/

0:

:4

P

M

A-404

ARCHITECTURAL ENLARGED PLANS - ROOF

M. PERKINS L. FALK02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

KEYNOTES

1/4" = 1'-0" F4

ARCHITECTURAL ROOF 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 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO

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

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

B22, B24 & B31.

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

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE

AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE

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

CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

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

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

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

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERRUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

1 (N) TRANSLUCENT SKYLIGHT SYSTEM CANOPY WITH INTEGRATED

UTILITY PIPE BANK EACH SIDE

2 (N) SUSPENDED METAL PANEL CEILING SYSTEM

3 STRUCTURAL COLUMN - SEE STRUCTURAL SHEETS

4 LIGHTING SYSTEM- SEE ELECTRICAL SHEETS

5 ROOF DRAIN

6 (N) BLDG JOINT

7 (E) MECHANICAL SCREEN TO REMAIN

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

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

10 STRUCTURAL STEEL PAINTED, COLOR: WHITE, SEE STRUCTURAL

DRAWINGS

11 METAL ROOF

12 (N) DOWNSPOUT TO SPLASHBLOCK BELOW

NO REVISIONS DATE