36C26118R0487-0002045.pdf

A-501

F1

TYP.

A-600

C6

10' - 14"Ø STEEL PIPE

10' X 2'2"

ACCESS

DOOR

10' X 2'2"

ACCESS

DOOR

CPI CANOPY (OR

APPROVED EQUAL)

1-5/8" unistrut, typical6"x4"x3/8" HSS

10"x10"x3/8" HSS

OPEN ACCESS DOOR

10' X 2'2"

ACCESS

DOOR

10' X 2'2"

ACCESS

DOOR

1-5/8"

UNISTRUT,

TYPICAL

6"x4"x3/8" HSS

10"x10"x3/8" HSS

LIGHT FIXTURE AT 20'-0"

6"x4"x3/8"

HSS, BEYOND

FORKLIFT AND CANOPY

DOORS

FORKLIFT FITS BETWEEN

CANOPY AND UP TO FIRST

DUCTBANK

FORKLIFT MOVES TOWARDS

CANOPY AND PLACES PIPE IN

DUCTBANK

FORKLIFT FITS BETWEEN

CANOPY AND UP TO THE

SECOND DUCTBANK

FORKLIFT MOVES TOWARDS

CANOPY AND PLACES PIPE IN

DUCTBANK

SECTION VIEW(S)SPAN

12'-0"

1'-0"

SIDEWALK

10'-0" 1'-0"

ELEVATION VIEW(S)

T Y

P

2' -2

10'-0"

10' X 1'6"

ACCESS

DOOR

A-501

F1

CPI CANOPY (OR

APPROVED EQUAL)

10' X 1'6"

ACCESS

DOOR

'-2

T

O P

O F

C A

N O

P Y

SPAN

12'-0"

R 10'-0"

1'-0" 1'-0" 1'-0"

1'-0"

1'-0"

1'-0"

SIDEWALK

10'-0" 1'-0"

14" CHR

14" CHS

4"6"

8"

3"

2' -2

'-1

0" B

O T

T O

M O

F P

IP

E

D U

C T

'-2

B

O T

T O

M O

F P

IP

E

D U

C T

'-6

T

O P

O F

S T

E E

L

1'-5 1/2"

1/

2"

A-503

E5

A-503

E5

OPPOSITE

HAND

A-503

F6

A-503

F6

A-503

E6

A-502

D4

2" 9 1/2" 3'-2 1/2" 5'-7" 4'-0"

2' -2

1"

KEYED NOTES - (N) DUCTBANK - UNSUPPORTED ROOF STRUCTURE (ADD ALT. NO. 3)

CANOPY: 10'-0" RADIUS, 90°, CENTERED AT 45°, TRANSLUCENT ROOF PANEL SYSTEM1

ACCESS DOOR (TYPE 2), SEE F5/A-501

HSS STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS

4 1-5/8" X 1-5/8" UNISTRUT P1000, OR APPROVED EQUAL, TYP.

5 PIPE GUIDE

6 PIPE INSULATION VARIES, SEE SPECIFICATIONS

METAL PANEL WALL SYSTEM WITH ACCESS DOORS W/ AUTO PRESSURE SWITCH

TO ACTUATE DUCTBANK INTERIOR LIGHTNG

CEILING SYSTEM: 24" X 24" STD TORSION SPRING PANEL (7210) ON

1-5/8" X 1-5/8" UNISTRUT P1000, OR APPROVED EQUAL, TYP.

LIGHT FIXTURE CENTERED IN TILE, WHERE OCCURS

FUTURE 6" FIRE WATER AND 4" FIRE SPRINKLER12

FUTURE 8" HPS SLOPED AT 1/4"/5', 3" AND 1-1/4" PUMPED CONDENSATE, SLOPE 1/8"/5'13

14 2" OXYGEN

ELECTRICAL AND COMMUNICATIONS INCLUDING FIRE ALARM AND SECURITY: (2) 4" OD

INNERDUCTS, (3) 2" OD INNERDUCTS

1'-0"TYP.

7 METAL PANEL WALL SYSTEM, DRY SEAL WALL SYSTEM

4 7

15 COLUMN PROFILE

3 3

A-503

C6 A-503

C6

3 3

'-0

C

E

IL

IN

G

H E

IG

H

T

3"

1' -1

1" 2'

-8

2' -8

1' -6

SIM

SIM

A-503

F5

OPPOSITE

HAND

SIM

A-503

F5

OPPOSITE

HAND

BBQ AREA

2' -6

'-0

CEILING

FLOORø 2'-0"

STEEL COLUMN PER STRUCTURAL

ARCHITECTURAL CONCRETE COLUMN

TOP OF FOOTING

SEE SHEET A-503

D U

C

TB

A N

K

4' -0

EQ 2'-0" 2'-0" 2'-0"

2'-0"

2'-0" 2'-0" EQ

COMMON PIPE LENGTH

10'-0"

ACCESS DOOR PANEL

10'-0"

ACCESS DOOR PANEL

10'-0"

R 55"

R 4'-7"

2' -2

FORKLIFT MINIMUM

OUTSIDE TURN

RADIUS

O P

E N

T O

R O

O F

5' -7

INTERMEDIATE PIPE SUPPORT

SOILDER SHAPED

STONE VENEER

COLUMN

SEE SHEET A-502

DRIP

9' -8

4"

'-0

1' -3

1'-5" 1'-5 1/2" 1 1/2"

3'-0"

2'-0

4" CURB

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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M

A-501

ARCHITECTURAL DETAILS

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

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" C5

FORKLIFT ILLUSTRATION SECTIONS AND ELEVATIONS

3/4" = 1'-0" F1

DETAIL - (N) DUCTBANK - SELF SUPPORTED ROOF STRUCTURE

NTS

D7

DETAIL - COLUMN TYPE 2

1/4" = 1'-0" F5

FORKLIFT ILLUSTRATION PLAN

NTS

D6

DETAIL - COLUMN TYPE 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

P3 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

NO REVISIONS DATE

Expires 6.30.16Expires: 6/30/18

2/7/2018

'-2

T

O P

O F

C A

N O

P Y

SPAN

12'-0"

R 10'-0"

1'-0"

SIDEWALK

10'-0" 1'-0"

14" CHR

14" CHS

4"6"

8"

3"

2' -2

'-1

0" B

O T

T O

M O

F P

IP

E

D U

C T

'-2

B

O T

T O

M O

F P

IP

E

D U

C T

'-6

T

O P

O F

S T

E E

L

1'-5 1/2"

1/

2"

SIM

A-503.1

F5

A-503.1

D1

A-503.1

D1

OPPOSITE

HAND

A-503

F6

A-503

F6

A-503

E6

A-502

D4

9 1/2" 3'-2 1/2" 5'-7" 4'-0"

2' -2

1"

KEYED NOTES - (N) DUCTBANK - SUPPORTED ROOF STRUCTURE (BASE BID)

CANOPY: 10'-0" RADIUS, 90°, CENTERED AT 45°, TRANSLUCENT ROOF PANEL SYSTEM1

ACCESS DOOR, SEE F5/A-501 AND A-600

HSS STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS

4 1-5/8" X 1-5/8" UNISTRUT P1000, OR APPROVED EQUAL, TYP.

5 PIPE GUIDE

6 PIPE INSULATION VARIES, SEE SPECIFICATIONS

CEILING SYSTEM: 24" X 24" STD TORSION SPRING PANEL (7210)

ON 1-5/8" X 1-5/8" UNISTRUT P1000, OR APPROVED EQUAL, TYP.

LIGHT FIXTURE CENTERED IN TILE, WHERE OCCURS

FUTURE 6" FIRE WATER AND 4" FIRE SPRINKLER12

FUTURE 8" HPS SLOPED AT 1/4"/5', 3" AND 1-1/4" PUMPED CONDENSATE, SLOPE 1/8"/5'13

14 2" OXYGEN

ELECTRICAL AND COMMUNICATIONS INCLUDING FIRE ALARM AND SECURITY: (2) 4" OD

INNERDUCTS, (3) 2" OD INNERDUCTS

7 METAL PANEL WALL SYSTEM, DRY SEAL WALL SYSTEM

15 COLUMN PROFILE

3 3

A-503.1

D6 A-503.1

D6

3 3

'-0

C

E

IL

IN

G

H E

IG

H

T

3"

1' -1

1" 2'

-8

2' -8

1' -6

SIM

A-503

F5

OPPOSITE

HAND

OPPOSITE

HAND

SIM

A-503

F5

OPPOSITE

HAND

SIM

F1

A-503.1

SIM

F1

A-503.1

OPPOSITE

HAND

METAL PANEL WALL SYSTEM WITH ACCESS DOORS AND PUSH BUTTON SWITCH TO

ACTUATE DUCTBANK INTERIOR LIGHTNG

1/

2"

16 CONTINUOUS ANGLE BETWEEN RAFTERS CONNECTED TO UNISTRUT FRAMING, FLASHED

TO METAL PANEL, BY CANOPY MANUFACTURER

17 CONTINUOUS FASCIA FLASHING ATTACHED TO CANOPY, BY CANOPY MANUFACTURER

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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C hi lle r

P la nt P

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-1

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V

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

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4/

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P

M

A-501.1

ARCHITECTURAL DETAILS

Checker Author02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO

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

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

B22, B24 & B31.

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

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE

AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE

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

CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

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

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

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

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERRUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2P3 B31

B3

B32 P1

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

3/4" = 1'-0" F4

DETAIL - (N) DUCTBANK - SUPPORTED ROOF STRUCTURE

NO REVISIONS DATE

STONE VENEER FINISH SYSTEM

ON EXTERIOR SHEATHING ON 6"

METAL STUD FRAMING, TYPICAL

BASIS OF DESIGN IS CORONADO

STONE BLACK RIVER TO MATCH

EXISTING STONE VENEER ON

CAMPUS

4" HIGH CONCRETE CURB

TUBE STEEL COLUMN, SEE

STRUCTURAL DRAWINGS

DRIP

2'-10 1/2"

1'-5" 1'-5 1/2" 1 1/2"

2'-0"

C E

IL

IN

G H

E

IG

H T

'-0

11"

SLOPE

10'-0" / 1'-0"

SLOPE 9"/

1'-0"

A-502

D1

DRIP

2'-10 1/2"

1'-5" 1'-5 1/2" 1 1/2"

11"

SLOPE

10'-0" / 1'-0"

BASE BID DEDUCT ALTERNATE

TUBE STEEL COLUMN, SEE

STRUCTURAL DRAWINGS

CAST-IN-PLACE

CONCRETE COLUMN

DIRECT APPLIED STONE

VENEER FINISH SYSTEM

8 1/2" 10 1/2"

A-502

D3

4"

LE

D

S T

R

IP

L

IG

H T

L

I G H

T T

O

IN

S T

A

LL

V E

R T

IC

A

L

6' -0

LED STRIP LIGHT IN

ALUMINUM CHANNEL WITH

OPAQUE CHANNEL COVER,

CENTERED HORIZONTALLY,

MOUNTED AT EVERY

COLUMN

GROUT BED TO

HOLD CHANNEL

TOE KICK WITH ACCENT

LIGHTING 4" HIGH TOE KICK WITH ACCENT

LIGHTING

SECTION VIEW

BASE BID DEDUCT ALTERNATE

PLAN VIEW

2'-10 1/2"

2'-0"

2' -0

2'-10 1/2"

1'-9"

2' -0

TOP

BASE

2'-10 1/2"

2'-0"

2' -0

2'-10 1/2"

1'-9"

2' -0

BASE

CAST-IN-PLACE

CONCRETE COLUMN,

2" MIN COVERAGE

DIRECT APPLIED STONE

VENEER FINISH SYSTEM

STONE VENEER FINISH SYSTEM

ON EXTERIOR SHEATHING ON 6"

METAL STUD FRAMING, TYPICAL

1'-0" 1'-0"

TUBE STEEL COLUMN, SEE

STRUCTURAL

M

IN

5"

2" MIN.

TOP

1' -3

SLOPE 9"/

1'-0"

PATHWAY LIGHTING

STAGGERED EACH SIDE

AT BASE OF COLUMNS

RETAINING WALL AND

FOUNDATION, WHERE

OCCURS, SEE

STRUCTURAL SHEET

S-501 DRAWING F4

STONE VENEER

WALL SYSTEM

DIRECT APPLIED TO

CONCRETE

RETAINING WALL

4' -0

A

T S

E A

T W

A

LL

2' -0

A

T R

E T

A

IN

IN

G

W A

LL

ALIGN FACE OF STONE

VENEER WITH COLUMN,

BEYOND

PATHWAY LIGHTING AT SEAT

WALL BASE, REFER TO

ELECTRICAL FOR LOCATIONS

TOE KICK WITH ACCENT

LIGHTING

SIDEWALK SECTION VIEWA-502

D1

A-502

F3

4" M

IN

V A

R

IE

S

ROUND EDGES

1/2" RADIUS

6 1/2"

CONCRETE CURB

DIRECT APPLIED MASONRY

VENEER

METAL MESH ON VAPOR BARRIER

WEEP

EXTERIOR SHEATHING

ON METAL STUD

FRAMING

SCREED

BASE FLASHING

ROPE LIGHTING UNDER

BASE FLASHING

3"

SECTION VIEW

1" FLASHING TRANSITION

EXTEND MIN. 1" BELOW

TOP OF FOUNDATION

LAP MESH AND BARRIER OVER SILL

SCREED FLANGE

LAP DRIP FLASHING OVER

VERTICAL SURFACE

LAP METAL MESH AND VAPOR

BARRIER OVER FLASHING

SECTION VIEW

FIBERGLAS EXTERIOR

SHEATHING OR EQUAL

BASE BID - DIRECT APPLIED

MASONRY VENEER ON

CAST-IN-PLACE CONCRETE

COLUMN

DEDUCTIVE ALT. - METAL

LATH ON VAPOR

BARRIER ON EXTERIOR

SHEATHING ON METAL

STUD FRAMING

BASE BID - METAL PANEL

ACCESS DOORS ON METAL

FRAMING

EXTERIOR STONE VENEER METAL ACCESS PANEL

(INTERIOR)

CONTINUOUS CONCEALED

PIANO HINGE

PANEL LATCH, 3 PER PANEL

WALL

1" X 2" BOX MOLDING

2' X 2' STANDARD

TORSION SPRING

PANEL

1.50" SPEADER

HOLD DOWN

7301TS (MAIN BEAM

SLOTTED 6" O.C.)

3"

METAL PANEL CEILINGBUILT-UP ROOF SYSTEM

4" CANT STRIP,

4" MN LAP

3 LAYERS SINGLE PLY

MEMBRANE ON COLD

APPLIED MASTIC UNDER

VERTICAL MEMBRANES

COVER BOARD AND

CONTINUOUS FELT

UNDERLAYMENT

APPLY MASTIC

OVER INSULATION

FASTENERS

NEW METAL DECK

NEW RIGID INSULATION,

3" MINIMUM

NOTE:

SOLAR REFLECTIVITY

INDEX TO MEET ASHRAE

90.1 AND ENERGY STAR

REQUIREMENTS,

MINIMUM SRI 82.

EXTEND ROOFING TO TOP

OF WALL, BENEATH CAP

EXTERIOR METAL PANEL

SEE SHEET A-600

FOR ADDITIONAL INFORMATION

SEE EXTERIOR ELEVATIONS

FOR ADDITIONAL INFORMATION

SEE THIS SHEET

FOR ADDITIONAL INFORMATION

SEE SHEET A-511

FOR ADDITIONAL INFORMATION

SEE SHEET SERIES 500

FOR ADDITIONAL INFORMATION

SEE STRUCTURAL

DRAWINGS FOR

STEEL FRAMING

1-5/8" X 1-5/8" UNISTRUT

P1000, OR APPROVED

EQUAL, TYP.

EXTERIOR METAL PANEL

(BBQ CANOPY)

SEE EXTERIOR ELEVATIONS

FOR ADDITIONAL INFORMATION

FIRE TREATED PLYWOOD

SHEATHING ON 6" METAL

STUD FRAMING, SEE

STRUCTURAL

METAL PANEL WALL

SYSTEM, DRY SEAL WALL

SYSTEM

METAL PANEL WALL

SYSTEM, DRY SEAL

WALL SYSTEM

2'-6 1/2"

2'-4 1/2"

1/

2"

2"

1" 1/ 2" 3"

8'-0" M

AXVARIES

STONE VENEER TO

OVERLAP PRECAST

ROUNDED EDGE

1/2" RADIUS

MIN

2"

REMOVE FASCIA AND

CUT OVERHANG

REMOVE AND REPLACE

GUTTER AND

DOWNSPOUTS ONTO

NEW CANOPY

EXISTING ENGINEERING

BUILDING TO REMAIN

PATCH AND REPAIR

(E) ROOFING

(E) CANOPY TO BE

REMOVED IN PHASE 2

SEE DETAIL FOR PHASE 2

AND FUTURE CONSTRUCTION

WORK

D6

A-504

LEDGER AND FACE OF

WALL, NEW OR EXISTING

NEW TERMINATION BAR ON 3 LAYERS SINGLE PLY

MEMBRANE ON COLD APPLIED MASTIC OVERLAPPING

HORIZONTAL MEMBRANES

4" CANT STRIP

3 LAYERS SINGLE PLY

MEMBRANE ON COLD

APPLIED MASTIC UNDER

VERTICAL MEMBRANES

CONTINUOUS FELT

UNDERLAYMENT

COVER BOARD

APPLY MASTIC

OVER INSULATION

FASTENERS

NEW METAL DECK

NOTE:

SOLAR REFLECTIVITY INDEX TO

MEET ASHRAE 90.1 AND ENERGY

STAR REQUIREMENTS, MINIMUM

SRI 82.

PARAPET WALL; SIMILAR AT NEW

MASONRY WALL

T Y

P

IC

A L

M

IN

IM

U

M

SEALANT

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

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4/

/2

2:

:3

P

M

A-502

ARCHITECTURAL DETAILS

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

1" = 1'-0" D4

DETAIL - TYPICAL TYPE 1 COLUMN

1" = 1'-0"

F1

DETAIL - STONE VENEER SEAT WALL

1 1/2" = 1'-0" D1

DETAIL - TYPICAL COLUMN BASE

1 1/2" = 1'-0"

D3

DETAIL - TYPICAL COLUMN DRIP

1 1/2" = 1'-0" A2

DETAIL - TYPICAL WALL AND SOFFIT ASSEMBLIES

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

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" = 1'-0" F3

DETAIL - PRECAST CAP AT SEAT WALL

THE DETAILS ON THIS SHEET

OCCUR IN THESE LOCATIONS

1" = 1'-0" C2

DEMOLITION DETAIL - AT

ENGINEERING BLDG B3

3" = 1'-0" C1

ROOFING SYSTEM DETAIL

NO REVISIONS DATE

03_ROOF

120' - 0"

ACCESS DOOR,

BEYOND

TRANSLUCENT

PANEL ROOF

SYSTEM

METAL PANEL

WALL SYSTEM

TUBE STEEL

FRAMING

CYLINDRICAL CAST-IN-

PLACE CONCRETE

ACCENT LIGHTING,

LED ROPE LIGHT

4" TOE

KICK

SECTION VIEW

4"

J-BOX COVER,

COLOR TO

MATCH

FINISHED

CONCRETE

COLOR

R

'-6

STRUCTURAL

STEEL, REFER TO

STRUCTURAL

SHEETS FOR

ADDITIONAL

INFORMATION

PLAN VIEW

CAST-IN-

PLACE

CONCRETE

6"

CEILING AS

SCHEDULED

STRUCTURAL

STEEL, REFER TO

STRUCTURAL

SHEETS FOR

ADDITIONAL

INFORMATION

9" 6"

DOWN SPOUT

DOWN SPOUT

(N) METAL STUD

PARAPET

BACKUP WALL

METAL PANEL

CEILING SYSTEM

METAL PANEL

WALL SYSTEM

BUILT-UP ROOF

TO MATCH

CAMPUS

STANDARDS

A-504

C7

SIM

A-503

F5

SIMILAR

2/ 3H

1/ 3H

VA LOGO

METAL PANEL

WALL SYSTEM

CEILING SYSTEM, 24"X24"

STD TORSION SPRING

PANEL

SECTION VIEW

TRANSLUCENT

ROOF PANEL

SYSTEMROOF PANEL SYSTEM

SEAT ON STEEL

FRAMING

STRUCTURAL STEEL

FRAMING

METAL PANEL WALL

SYSTEM ON METAL

FRAMING

CAPTURE TOP OF

WALL IN TRACK AND

SEAL TO ROOF

PANEL

TRANSLUCENT

SKYLIGHT SYSTEM

METAL PANEL

WALL SYSTEM

METAL PANEL

WALL HEAD CLIP

SECTION VIEW

Y

1'-0"

MECHANICAL PIPING,

WHERE OCCURS

METAL PANEL WALL SYSTEM

TRIM TO MATCH SEAMS OF

ACCESS DOORS

120"x26"x3-1/2" METAL PANEL

ACCESS DOOR NESTED IN

1-5/8" STEEL FRAMING

STEEL FRAMING, SEE

STRUCTURAL DRAWINGS

120"x26"x3-1/2" METAL PANEL

ACCESS DOOR NESTED IN

1-5/8" STEEL FRAMING

14" CHS

14" CHS

CEILING SYSTEM: 24" X 24"

STD TORSION SPRING PANEL

(7210)

METAL PANEL WALL

SYSTEM TRIM TO MATCH

SEAMS OF ACCESS DOORS

SECTION VIEW

120"x26"x1-1/2" METAL

PANEL ACCESS DOOR ON

1-5/8" STEEL FRAMING

PANEL TRANSITION POINT

STEEL FRAMING,

SEE STRUCTURAL

DRAWINGS

3"

1-5/8" STEEL FRAMING TO

SUPPORT CEILING

SYSTEM

TRANSLUCENT ROOF

PANEL SYSTEM

ACCESS DOOR,

SEE F5/A-501

1-5/8" X 1-5/8" UNISTRUT

P1000, OR APPROVED

EQUAL, TYP.

WALL TO ROOF

ANCHORAGE BY CANOPY

MANUFACTURER

MANUFACTURED

CLIP IN CANOPY TO

ATTACH UNISTRUT

3"

SECTION VIEW

6"

02_CANOPY LEVEL

110' - 0"

AA

(N) TRANSLUCENT ROOF

PANEL SYSTEM, BASE BID

OR ADD ALT. NO 1

(N) STEEL STRUCTURE,

SEE STRUCTURAL

DRAWINGS

(E) MODULAR BUILDING TO

REMAIN OPERATIONAL

UNTIL (F)PHASE

NOTE:

PAINT ALL (N)

STEEL TO REMAIN

EXPOSED, COLOR:

WHITE

T5

3"

V E

R

IF

Y

2' -0

M

IN

3' -0

3'

-0

7"

(N) CEILING SYSTEM: 24" X 24" STD

TORSION SPRING PANEL (7210)

1-5/8" STEEL

FRAMING TO

SUPPORT

CEILING SYSTEM

CONNECTION BY CANOPY

MANUFACTURER

METAL PANEL WALL

SYSTEM, EACH SIDE

SIM

A-503

F5

SIM

A-503

F5

1' -1

0"

TRANSLUCENT PANEL SKYLIGHT

SYSTEM (BY SKYLIGHT

MANUFACTURER)

STEEL

STRUCTURE

BREAK METAL FLASHING

ADHERED TO EXISTING

WALL

TWO-PIECE GUTTER AND

BRACKET SYSTEM (BY

SKYLIGHT MANUFACTURER)DUCTBANK

INTERIOR

WALL FRAMING CLIP

EXISTING WALL TO REMAIN

SAWCUT AND FILL WILL

SEALANT4"

8" 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:

:4

P

M

A-503

ARCHITECTURAL DETAILS

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" = 1'-0" B6

DETAIL - TRANSLUCENT ROOF PANEL

SYSTEM SUPPORT

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

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" = 1'-0" F1

DETAIL - TYPICAL BBQ AREA COLUMN BASE

3/4" = 1'-0" B1

DETAIL- CANOPY AT BBQ AREA

3/4" = 1'-0" B8

DETAIL - CANOPY END PANEL

1" = 1'-0" E5

DETAIL - SKYLIGHT AT METAL PANEL

WALL

1" = 1'-0" B5

DETAIL - METAL PANEL AT END WALL

1" = 1'-0" E6

DETAIL - (N) METAL ACCESS PANEL

1" = 1'-0" F6

DETAIL - (N) SOFFIT - INTERIOR

CORNER

1" = 1'-0" C6

DETAIL - (N) METAL ACCESS PANEL AT

ROOF - SELF SUPPORTED

1" = 1'-0" F5

DETAIL - (N) SOFFIT - EXTERIOR

CORNER

3/4" = 1'-0" D1

DETAIL - SHORT SOFFIT AT MODULAR

1" = 1'-0" C5

CANOPY SECTION NORTH - GUTTER

DETAIL SELF SUPPORTED

NO REVISIONS DATE

SECTION VIEW

ROLLED

TRANSLUCENT

ROOF PANEL

SYSTEM,

CAPTURED BY

BATTENS

ALUMINUM RAFTER

AND PURLIN SYSTEM

SEAT ON STEEL

FRAMING

STRUCTURAL STEEL

FRAMING

METAL PANEL WALL

SYSTEM ON METAL

FRAMING

CAPTURE TOP OF

WALL IN TRACK AND

SEAL TO ROOF

PANEL

SIM

A-503.1

F5 CONNECTION TO STEEL

BY CANOPY

MANUFACTURER

CONTINUOUS FASCIA

FLASHING TRACK

ATTACHED TO CANOPY, BY

CANOPY MANUFACTURER

TRANSLUCENT ROOF

PANEL SYSTEM

ACCESS DOOR,

SEE A-600

1-5/8" X 1-5/8" UNISTRUT

SOFFIT FRAMING, P1000, OR

APPROVED EQUAL, TYP.

WALL TO ROOF

ANCHORAGE, CONTINUOUS

ANGLE BETWEEN RAFTERS

PROVIDED BY CANOPY

MANUFACTURER

RAFTER AND PURLIN

SYSTEM

SIM

A-503.1

F5

METAL PANEL

TRIM TO MATCH

ACCESS DOORS

A-503.1

D8

METAL PANEL WALL SYSTEM,

EACH SIDE, UNISTRUT

FRAMING

MPC12, METAL PANEL CLIP

W/ (2) PLTD #10 X 5/8" WHTEK

U2 PANEL BATTEN

@ 23 11/16" (+/-) O.C.

TUBE PURLIN

(SIZE TO BE DETERMINED)

U2 PANEL BATTEN

@ 23 11/16" O.C.

MPC 12, METAL PANEL CLIP

W/ (2) PLTD #10 X 5/8" WHTEK

E2CL BATTEN CLOSURE

HEAT OR TAPE SEAL

ENDS OF PANELS

3/8" Ø WEEP HOLES

@12" O.C.

CPI-1220, "J" RECEIVER

U2 PANEL BATTEN

@ 23 11/16" (+/-) O.C.

MPC12, METAL PANEL CLIP

W/ (2) PLTD #10 X 5/8" WHTEK

#14 X 1" SS

FHTS UNDERCUTS

TUBE PURLIN

(SIZE TO BE DETERMINED)

ROLLED ALUM TUBE RAFTER

(SIZE TO BE DETERMINED)

2 3/8"

1/4"

SIM

F1

A-503.1

CPI-4029, 1 1/2" x 1 1/2" x 1/4"

ANGLE CLIP ATTACHED TO

RAFTER W/ (2) #14 X 3/4" HHTS

W/ (2) #14 X 3/4" SS FHTS (UC)

CONT. SEALANT BEAD

1 1/2" X 5/8" X 1/8"

ROLLED ALUM ANGLE BY CPI

1/4" X 1/2" X 2"

ALUM SPACER BY CPI

BACKER ROD & SEALANT

BY INSTALLER

1 7/8" X 1 1/4" X 1/8"

ROLLED ANGLE BY CPI

SPACER BAR 2" LONG

@ 12" O.C. TAC WELD

TO GLAZED BAR

CPI-1082, CLAMPING BAR

W/SS #14 X 1 1/4" HHTS

W/WSW @ 12" O.C. MAX

G1 EPDM GASKET

CPI-1156, GLAZED BAR

#14 X 3/4" SS HHTS

W/ WSW @ 12" O.C. MAX

ALUM TUBE PURLIN

(SIZE TO BE DETERMINED)

#10 X 5/8" PLTD

WHTEK @ 12" O.C.

ROLLED ALUM TUBE RAFTER

(SIZE TO BE DETERMINED)

2 1/8"

1 1/8"

1/4"

VA LOGO

RAFTER AND

PURLIN

SYSTEM

TRANSLUCENT ROOF

PANEL SYSTEM

METAL PANEL

WALL SYSTEM,

EACH SIDE,

UNISTRUT

FRAMING

A-503.1

D3

TRANSLUCENT

SKYLIGHT SYSTEM

METAL PANEL

WALL SYSTEM

METAL PANEL

WALL HEAD CLIP

SECTION VIEW

RAFTER AND PURLIN

ROOF SYSTEM

A-503.1

D3

STRUCTURAL

STEEL

TOP OF DUCTBANK,

BEYOND

TRANSLUCENT

PANEL ROOF

SYSTEM

METAL PANEL

TUBE STEEL

FRAMING

RAFTER AND

PURLIN ROOF

SYSTEM

SIM

A-503.1

F3

TRANSLUCENT PANEL

SKYLIGHT SYSTEM (BY

SKYLIGHT MANUFACTURER)

STEEL STRUCTURE

BREAK METAL FLASHING

ADHERED TO EXISTING

WALL

TWO-PIECE GUTTER AND

BRACKET SYSTEM (BY

SKYLIGHT MANUFACTURER)

DUCTBANK

WALL FRAMING CLIP

RAFTER AND PURLIN

EXISTING WALL TO REMAIN

SAWCUT AND FILL WITH

SEALANT

4"

10"

TRANSLUCENT PANEL SKYLIGHT SYSTEM

(BY SKYLIGHT MANUFACTURER)

STEEL

STRUCTURE

PARAPET CAP AND

COUNTER-FLASHING

(BY ROOFING

CONTRACTOR)

1/2" FIRE TREATED

PLYWOOD ON BACK OF

FRAMING

TWO-PIECE GUTTER AND

BRACKET SYSTEM (BY

SKYLIGHT

MANUFACTURER)

WALL FRAMING CLIP

RAFTER AND

PURLIN

CPI-4029, 1 1/2" x 1 1/2" x 1/4"

ANGLE CLIP ATTACHED TO

RAFTER W/ (2) #14 X 3/4" HHTS

W/ (2) #14 X 3/4" SS FHTS (UC)

1 7/8" X 1 1/4" X 1/8"

ROLLED ANGLE BY MFR

CPI-1156, GLAZED BAR

#14 X 3/4" SS HHTS

W/ WSW @ 12" O.C. MAX

ALUM TUBE PURLIN

(SIZE TO BE DETERMINED)

ROLLED ALUM TUBE RAFTER

(SIZE TO BE DETERMINED)

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-503.1

ARCHITECTURAL DETAILS

Checker Author02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 1'-0" D1

DETAIL - SUPPORTED ROOF AT METAL

PANEL WALL

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

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" = 1'-0" D6

DETAIL - (N) METAL ACCESS PANEL AT

ROOF - SUPPORTED

3/4" = 1'-0" B8

DETAIL - CANOPY END PANEL

6" = 1'-0" F1

SECTION AT BATTEN - SUPPORTED ROOF

6" = 1'-0"

F5

SECTION AT SILL / PURLIN - SUPPORTED ROOF

6" = 1'-0" F3

SECTION AT WALL - SUPPORTED ROOF

1" = 1'-0" D8

DETAIL - CANOPY END PANEL AT

SUPPORTED ROOF

1" = 1'-0" D5

DETAIL - METAL PANEL END WALL AT

DUCTBANK

1" = 1'-0" B6

DETAIL - TRANSLUCENT ROOF PANEL

SYSTEM SUPPORT

1" = 1'-0" B3

CANOPY SECTION NORTH - GUTTER

DETAIL SUPPORTED

1 1/2" = 1'-0" B1

GUTTER DETAIL AT HEX - SUPPORTED

6" = 1'-0" D3

SECTION AT OPEN END - SUPPORTED ROOF

NO REVISIONS DATE

(N) METAL PANEL

CEILING PANEL

(E) WALL TO

REMAIN

(N) METAL STUD

FRAMING, SEE

STRUCTURAL DRAWINGS

(N) BLDG JOINT

4"

N O

T T

O S

C A

LE

'-0

NOT TO SCALE

5'-0" +/-

NOT TO SCALE

SEE STRUCTURAL

3'-9" +/-

(N) STEEL COLUMN

(E) FACE OF WALL AT B1

(N) PIPING DOWN TO

UTILITY TUNNEL BELOW,

SEE MECHANICAL /

PLUMBING DRAWNIGS

(N) STONE VENEER ON

METAL STUD FRAMING

PLAN VIEW

SIM

A-504

C4

4"

8" M

IN

IM

U M

SKYLIGHT

LAP VERTICAL

MEMBRANE

LAYERS OVER

CURB

OVERLAP

HORIZONTAL

MEMBRANE LAYERS

AT CANT OR CRICKET

SECURE LEVELED

ROOF CURB TO

FIRE TREATED

NAILER SECURED

TO ROOF DECK

OPENING FRAMING,

SEE STRUCTURAL

DRAWINGS

LIGHT TUBE

SEAL ALL

FASTENERS

THROUGH CAP,

SEAL CAP TO

CURB

EACH SIDE

1'-0" MIN.

NOTE:

INSTALL ALL OVERFLOW DRAINS

WITH A 2" COLLAR AND

CONTINUOUS DRAIN PAN

ROOF DRAIN SYSTEM

ADHERED BTU MEMBRANE FLASHING,

WHERE APPLICABLE

BUILT-UP BITUMINOUS

ROOFING SYSTEM

RIGID

INSULATION

STEEL ROOF

DECK

CLAMPING RINGINSULATE ROOF

DRAIN SUMP (SAME

R-VALUE AS ROOF)

DRAIN PIPE AND

INSULATION

10"

2"

TYP 1'-5"

TRANSLUCENT PANEL SKYLIGHT SYSTEM

(BY SKYLIGHT MANUFACTURER)

STEEL

STRUCTURE

PARAPET CAP AND COUNTER-

FLASHING (BY ROOFING

CONTRACTOR)

1/2" FIRE TREATED

PLYWOOD ON BACK OF

FRAMING

TWO-PIECE GUTTER AND

BRACKET SYSTEM (BY

ROOFING CONTRACTOR)

DUCTBANKWALL FRAMING CLIP

P R

E F

E R

R E

D M

IN

4"

REVEAL LAP ROOF MEMBRANE

OVER TOP OF WALL

SYSTEM

EXTRUSIONS

AND CLIPS

METAL PANEL

WALL SYSTEM

METAL PANEL

PARAPET CAP

SLOPE

EXTERIOR WALL

SHEATHING

SECTION VIEW

future demo

3"

6"

11 7/8"

1'-3 1/4"

3' -0

EXISTING WALL

SECTION VIEW

phase 2

3"

6"

LAP

6"4" 4"

6"

11 7/8"

1'-3 1/4"

3' -0

EXISTING WALL

3" LAP GUTTER BRACKETS

DEMO B3(E) B3 ROOF

DUCTBANK

INTERIOR

DUCTBANK

INTERIOR

REMOVE PANEL AND

GUTTER BRACKET

3 LAYERS SINGLE PLY

MEMBRANE ON COLD

APPLIED MASTIC

OVERLAPPING

HORIZONTAL

MEMBRANES

PREFABRICATED

PARAPET CAP

M

IN

4"

M

IN

6"

(N) STONE VENEER

WALL SYSTEM

FIRE TREATED

2xCONTIUOUS

BLOCKING

LAP MEMBRANE

LAYERS OVER

BLOCKING

M

IN

4"

(N) METAL PANEL

WALL SYSTEM, OR

FRAMED STONE

VENEER WALL

(N) EXPANSION

JOINT

FACE OF (E) WALL

(N) DUCTBANK

(N) DUCTBANK,

BEYOND

(E) ROOF

(N) BLDG JOINT

SIM

C4

A-504

(N) TRANSLUCENT ROOF

PANEL SYSTEM, BEYOND,

WHERE OCCURS

BEYOND

(N) METAL PANEL

CEILING SYSTEM

REMOVE AND REPLACE (E)

PARAPET CAP WITH 3-PIECE

BD JOINT AND COUNTER

FLASHING, COLOR TO

MATCH

(N) METAL PANEL

WALL SYSTEM

A-504

D4

(N) UNISTRUT

SOFFIT FRAMING,

SEE STRUCTURAL

(N) STRUCTURAL

FRAMING

1' -0

(N) ROOF MEMBRANE

LAYERS TO LAP OVER

(N) CURB AND CANT

AND 6" OVER (E)

ROOFING, MIN

6" MIN

SIM

4" MIN

(E) CANOPY FACIA AND SOFFIT

TO REMAIN

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-504

ARCHITECTURAL DETAILS

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" = 1'-0" D4

DETAIL - (N) SOFFIT AT (E) WALL

3/4" = 1'-0" F4

DETAIL - PIPE CHASE AT B1

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

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

THE DETAILS ON THIS

SHEET OCCUR IN

THESE LOCATIONS

1 1/2" = 1'-0" D3

ROOF CURB DETAIL

1 1/2" = 1'-0" F2

ROOF DRAIN

1 1/2" = 1'-0" B7

GUTTER DETAIL AT HEX - SELF SUPPORTED

3" = 1'-0" C7

PARAPET DETAIL

1" = 1'-0" D6

DETAIL - (N) GUTTER AT B3

3" = 1'-0" C2

DETAIL - (N) ROOF TO (E) WALL JOINT

3" = 1'-0" C6

NEW METAL COPING DETAIL

1 1/2" = 1'-0"

C4

DETAIL - EXPANSION JOINT PLAN DETAIL AT (E) BREEZEWAY

1" = 1'-0" A4

DETAIL - CANOPY AT EXISTING B1 & B24 BREEZEWAY

NO REVISIONS DATE

02_CANOPY LEVEL

110' - 0"

1 2 3 B22.CB31.1

6'-9"

(N) CUSTOM SOLDIER PROFILE

COLUMNS WITH EMBEDDED

STRUCTURAL STEEL COLUMN,

SEE STRUCTURAL SHEETS.

TYP. ON CANOPY GRIDS

METAL PANEL

WALL SYSTEM

ON METAL

FRAMING

(N) TRANSLUCENT SKYLIGHT

SYSTEM CANOPY WITH

INTEGRATED UTILITY HOUSING -

PHASE 1

B31

F1

S-502

(N) ACCESS DOORS, SEE

A-600 FOR SCHEDULE AND

DETAILS

(N) PATHWAY ACCENT

LIGHTING, SEE ELECTRICAL

(N) FLY-

OVER CHASE

TO B22A

(N) UTILITY

DUCT-BANK

(N) STRUCTURAL STEEL (E) B22A SCREEN

WALL TO REMAIN

B

B

B

B

B

B

(N) CANOPY SOFFIT LIGHTING,

SEE ELECTRICAL

(N) FIXED STAINLESS STEEL METAL

WALL PANELS TO MATCH ACCESS

DOORS BELOW B22A

SIM

A-505

D3

SIM

A-505

D3

(N) REMOVAL TILE CEILING

SYSTEM

A-505

C2

(N) UTILITY

DUCT-BANK

EXISTING FASCIA

AND PARAPET TO

REMAIN

EXISTING LIGHT

FIXTURE TO

REMAIN

02_CANOPY LEVEL

110' - 0"

B31.1

(N) WALL-TO-WALL

BLDG JOINT, ALL

AROUND

A-504

D4

(N) METAL PANEL

CEILING SYSTEM

B31

(N) PIPE CHASE

ON (E) B31

PARAPET, SEE

STRUCTURAL

(E) B31 ENTRY FASCIA

TO REMAIN

(N) METAL PANEL

ROOF TO MATCH

WALL SYSTEM

(N) METAL PANEL

WALL SYSTEM

TOP OF (E) PARAPET,

BEYOND

TOP OF (E) ROOF

M

IN

12" HIGH ALUMINUM

BRAKE METAL

FLASHING

UNISTRUT FRAMING,

OR APPROVED

EQUAL

TOP OF (E) PARAPET

TUBE STEEL

FRAMING, SEE

STRUCTURAL

DRAWINGS

EMBED UNISTRUT

FRAMING BETWEEN

STRUCTURAL

FRAMING

6"

SEE PLAN

3' -6

2'-0" TYP

ROUTE & BEND AT RIDGE

PIPE AT B24 OR B31 SEE MECHANICAL

SEISMIC BRACING

ROUTE &

RETURN DRY

SEAL SYSTEM

STRUCURAL FRAMING

SEE F1/S-502

WEATHER ASSEMBLY:

1/2" EXTERIOR

SHEATHING WITH

WRAP, BREAK AT

ACCESS PANEL

SIM

A-505

D5

SIM

D3

A-505

WEATHER

ASSEMBLY

ALUMINUM

COMPOUND

MATERIAL

EXTRUSION

AND CLIPS

RISER / SEPARATOR,

AS NECESSARY

STEEL FRAMING, SEE

STRUCTURAL

DRAWINGS

METAL FRAMING

NESTED IN STEEL

FRAMING

4" MIN

4" M

IN

WEATHER ASSEMBLY

ALUMINUM COMPOUND

MATERIAL

EXTRUSION AND CLIPS

RISERS / SEPARATORS,

AS NECESSARY

A S

S E

M B

LY

T Y

P

IC

A L

W A

LL

2"

STEEL FRAMING, SEE

STRUCTURAL

DRAWINGS

METAL FRAMING

NESTED IN STEEL

FRAMING

(E) WALL

TO REMAIN

9/

6" 9/

"1

/8

3/ 8"

B31.1

B31 PENTHOUSE

D7

A-551

(E) STAIRS

(BEYOND)

(N) TRANSLUCENT

CANOPY

(N) METAL

PANEL WALL

SYSTEM

(N) METAL PANEL WALL

SYSTEM DOGHOUSE PIPE

CHASE, SEE STRUCTURAL

FOR FRAMING

(N) TO (E) POC FOR B31

UTILITIES IN

PENTHOUSE, SEE

MECHANICAL

(E) DOUBLE DOOR

(BEYOND)

(E) PIPING, SEE

MECHANICAL

(E) B31 ENTRY

EYEBROW

(N) 4" BLDG

JOINT

FACE OF EXISTING BUILDING

ANCHOR AND SEAL PER

MANUFACTURER'S

RECOMMENDATIONS

NEW ROOF-TO-WALL

BUILDING JOINT COVER

ROUTE & RETURN

DRY SEAL SYSTEM ON

WEATHER ASSEMBLY

M

IN4"

LAP WEATHER BARRIER

OVER BRAKE METAL

FLASHING, 6" MIN

6" MIN

LIGHT GAUGE METAL

FRAMING ROOF SUPPORT

STRUCTURAL STEEL,

SEE STRUCTURAL

DRAWINGS

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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4/

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2:

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P

M

A-505

ARCHITECTURAL DETAILS

Checker Author02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

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

1/2" = 1'-0" C7

PHASE 1 CANOPY CONNECTION AT B31

1" = 1'-0"

C2

CEILING DETAIL AT CANOPY

CONNECTION TO B31

1" = 1'-0" D8

DETAIL - (N) FLY-OVER CHASE FROM

(N) DUCTBANK TO (E) BUILDING

3" = 1'-0" D5

DETAIL - (N) FLY-OVER CHASE

OUTSIDE CORNER CONNECTION

3" = 1'-0" D3

DETAIL - (N) FLY-OVER CHASE

ENDWALL CONDITION

NO REVISIONS DATE

1/2" = 1'-0" E1

B31 PENTHOUSE DOGHOUSE CHASE

AND WALL PENETRATION

1 1/2" = 1'-0" F8

ROOF-TO-WALL BUILDING JOINT AT

METAL PANEL ROOF SYSTEM

SLIP

END

SLIP

END

4 DIAGONAL

BRACE WIRES

AT 8'X12' GRID

MAX.

FIXED

END

FIXED

END

ADDITIONAL

CROSS RUNNERS

WHERE 2'X2'

GRID OCCURS

MAIN RUNNERS

AT 4'-0" O.C.

12 GA. VERTICAL

HANGER HANGER

WIRES AT 4'-0" O.C.

MAX. - TYP.

12 GA. HANGER

WIRE AT

PERIMETER

CROSS

RUNNERS AT

2'-0" O.C.

8" MAX. OR 1/4 OF

LENGTH OF THE END

RUNNER, WHICHEVER

IS LESS

4'-0" MAX. 8'-0" MAX. 8'-0" MAX. 4'-0" MAX.

4' -0

M

A X

'-0

M A

X

4' -0

M

A X

1"

PARTITION AS SCHEDULED;

SEE PLAN FOR TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

LOOSE SCREW

PARTITION AS

SCHEDULED;

SEE PLAN FOR

TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

TIGHT SCREW

1"

350IU20

250IU20

158IU200.24IN

STRUTREQr

0.382 0.399 0.410

RSUPP.LENGTH

4'

400IU20 0.380

COMPRESSION STRUT:

1" Ø COMPRESSION

STRUT. COMPRESSION

STRUT SHALL NOT

REPLACE HANGER WIRE

TYPICAL:

12 GAUGE BRACING

WIRE W/ MIN. 4 TIGHT

TURNS IN 1-1/2"

BOTH ENDS OF WIRE

MAIN RUNNER

CROSS RUNNER

2" MAX. FROM

BRACING WIRES

TO CROSS

RUNNERS

4'-0"

MAX.

4'-0" MAX.

45° MAX. TYP.45° MAX. TYP.

TYPICAL:

12 GAUGE VERTICAL

HANGER WIRE @ 4'-0"

EACH WAY W/ MIN. 3

TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

SECTION 'A' EXTERIOR ELEVATION

A

A

FOR PIPE MATERIAL, SEE SPECIFICATIONS.

PIPE SLEEVE, SEE SPECIFICATIONS FOR

MATERIALS, LENGTH OF SLEEVE AS

REQUIRED.

SEE STRUCTURAL DRAWINGS FOR

CONSTRUCTION OF WALL.

PROVIDE ESCUTCHEON PLATE AT ALL

EXPOSED EXTERIOR PENETRATIONS AND

SEAL COMPLETELY.

PIPE

SIZE

MIN. PIPE

SLEEVE (ID)

1/2" 1 1/4"

1 1/2"3/4" - 1"

1 1/4"

1 1/2"

2"

2 1/2"

2" - 2 1/2" 4"

6" 10"

3" - 4" 6"

OAKUM

LEAD

CAULKING

(E) CONCRETE /

MASONRY WALL

(N) PIPE THROUGH

WALL

FILL HOLE WITH

APPROPRIATE

INSULATING MATERIAL

CORE-DRILLED PIPE

PENETRATION

EXISTING MASONRY,

CONCRETE SIMILAR

EXISTING GYP BD

FILL HOLE WITH APPROPRIATE

INSULATING MATERIAL WHERE

(E) WALL IS INSULATED

PROVIDE ESCUTCHEN AT ALL

EXPOSED INTERIOR

PENETRATION

(N) PIPE THROUGH WALL

PROVIDE ESCUTCHEN

AT ALL EXPOSED

INTERIOR PENETRATION

7301TS (MAIN BEAM

SLOTTED 6" OC)

7341TS

(4' CROSS TEE

SLOTTED AT 4

LOCATIONS)

7341 (STANDARD

4' CROSS TEE)

4' -0

" 2'-0"

NOTE: 7301TS AND 7341TS REFER

TO FRAME PRODUCTS BY

ARMSTRONG CEILINGS

"METALWORKS TORSION SPRING"

PRODUCT LINE, USED AS THE

BASIS OF DESIGN.