Q2022-304 VA Fresno Cath Lab rev03.pdf

Clea / Table

10'-11"

SP

L e v e l o f fl o o r

1 _

(2 m m p e r

(1 m w it h in t h is a re a

ATY

N1N1N2

N1

L e v e l o f fl o o r

1 _

(2 m m p e r

(1 m w it h in th is a re a x

N x

ISO X

ISO Y

N

CLEANSUITE

DRAWING LIST

THIS DRAWING PACKAGE, SPECIFICATIONS, AND CONCEPTS CONTAINED HEREIN ARE THE SOLE PROPERTY OF BASX SOLUTIONS, AND MAY NOT BE REPRODUCED OR USED IN ANY FASHION WITHOUT THE PRIOR WRITTEN PERMISSION OF BASX SOLUTIONS.

DRAWING NO. 1 GENERAL NOTESM1.0

VA FRESNO CATH LAB

DATE 04/02/2026

EQUIPMENT LAYOUT

MODULE LAYOUTDRAWING NO. 2

DRAWING NO. 3

M2.0

M3.0

DRAWING NO. 4

DRAWING NO. 5

DRAWING NO. 6

STRUCTURAL LAYOUTM4.0

GRID ASSEMBLY & ELECTRICAL

LIGHTING CALCULATIONS

M5.0

M6.0

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO

STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY

DISCREPANCIES.

2. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE

ERECTION SHORING AND BRACING AS REQUIRED FOR

STABILITY OF ALL STRUCTURES DURING ALL PHASES OF

CONSTRUCTION.

3. IN NO CASE SHALL WORKING DRAWINGS BE SCALED FROM

PLANS, SECTIONS OR DETAILS ON THE DRAWINGS.

4. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE

FINISHED STRUCTURES. THEY DO NOT INDICATE METHODS OF

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT EXISTING AND NEW

STRUCTURES DURING CONSTRUCTION. SUCH MEASURES

SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACING,

SHORING, ETC, FOR ALL CONSTRUCTION PHASE LOADS.

5. ALL WORK SHALL BE PREFORMED IN COMPLIANCE WITH 2018

INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE

STATE OF CALIFORNIA.

6. SEE STRUCTURAL DRAWINGS FOR CLEANSUITE SUPPORT

DETAILS

STRUCTURAL STEEL

1. CODES AND STANDARDS COMPLY WITH:

1.A. AISC "SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS & COMMENTARY".

1.B. AISC "CODE OF STANDARD PRACTICE" EXCLUDING SECTIONS

7.5.4 AND 7.11.5.

1.C. AWS "STRUCTURAL WELDING CODE", EXCLUDING ITEMS

CONFLICTING WITH AISC.

2. MATERIAL SHALL CONFORM AS FOLLOWS:

2.A. TUBE STEEL HOLLOW STRUCTURAL SECTION:

ASTM A500 FY= 46KSI, GRADE B.

2.B. SHEET METAL: ASTM A653 FY= 36KSI

2.C. PIPE:ASTM A53, FY=36 KSI

2.D. BOLTS: (GRADE 5 EQUIVALENT)

2.E. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH THE LATEST EDITION OF AISC

"BUILDINGS"(ANSI/AISC 360) AND THE LATEST EDITION OF

AISC (ANSI/AISC 341), AS "PROVISIONS FOR STRUCTURAL

STEEL BUILDINGS

3. CONSTRUCTION:

3.A. FABRICATED IN AN APPROVED FABRICATORS SHOP.

3.B. FABRICATED BEAMS WITH INCIDENTAL CAMBER UP, UNO.

3.C. ALL STEEL NOT ENCASED IN CONCRETE, MASONRY, OR

FIREPROOFING SHALL BE SHOP PRIMED AND PAINTED PER

SPECIFICATION.

3.D. ANY ABRASIONS OR UNPAINTED AREAS SHALL BE TOUCHED UP

AFTER ERECTION.

3.E. SUBMIT SHOP DRAWINGS TO ARCHITECT (STRUCTURAL ENGINEER)

FOR REVIEW AND, UPON REQUEST, TO GOVERNING CODE

AUTHORITY. INDICATE AN ERECTION SEQUENCE OF WELDING TO

MINIMIZE LOCKED UP STRESSED OR DISTORTIONS FOR MOMENT

RESISTING STEEL FRAMES.

4. WELDED CONECTIONS:

4.A. WELD MATERIAL:

4.A.a TENSILE STRENGTH: 70 KSI 4.A.b YIELD STRENGTH: 58 KSI AS WELDED WITH 75/.25% 4.A.c WELD TYPE: FCAW-G FILL METAL E71T-1M/T-9M

5. BOLTED CONNECTIONS:

TOP, BOTTOM AND CORNERS OF CLEANSUITE CONNECTIONS:

5.A.a GRADE 5 EQUIVALENT DIA 5/8" BOLT, 24.00" OC.

5.A.b USE A HARDENED WASHER BENEATH THE TURNED ELEMENT OF THE

BOLT OR NUT. HARDENED WASHER TO BE AT LEAST 5/16" THICK

CONFORMING TO ASTM F436.

5.A.c HOLES HAVE A STANDARD OVERSIZE CALL OUT UNLESS OTHERWISE

NOTED.

5.A.d TIGHTEN BOLTS SNUG UNTIL ALL PLIES OF THE JOINT ARE IN FIRM

CONTACT.

5.A.e ENLARGE BOLT HOLES BY REAMING IF NECESSARY. DO NOT TORCH

CUT.

STRUCTURAL STEEL CONT'D

FULL SIZE DRAWING IS 30"x42"

DO NOT SCALE DRAWING

WORK ID NO.

DRAWING NO.

DRAWN

CHECKED

CROSSCHECK

SAFETY

PLOT SCALE DRAWING SCALE

JOB NUMBER

OLD FILE NAMEEQT CODE

PLANNING

ENGINEERING

APPROVED

APPROVALS DATE

AS BUILT DATEDATEAPPROVEDREV. NO. REVISION DESCRIPTION

1 : 1

THIS DRAWING IS THE PROPERTY OF

BASX AND CAN NOT BE

REPRODUCED IN WHOLE OR IN PART,

NOR DELIVERED TO OTHERS WITHOUT

THE EXPRESS WRITTEN PERMISSION

OF BASX iOR.

STAMP:

3500 SW 21ST PLACE

REDMOND, OREGON 97756

Phone (541) 647-6650 www.basxsolutions.com

4/9/2026 10:32:19 AM

As indicated

M1.0

Copyright

VA FRESNO CATH LAB

VA CENTRAL CALIFORNIA

FRESNO, CA

Q2022-304

GENERAL NOTES

3/8" = 1'-0"M1.0

1 ROOM LAYOUT

M1.0

2 OVERVIEW

M2.0

ISO X

ISO Y

M-1

INDICATES ISO CENTER

INDICATES AIR FLOW

SUPPLY AIR VELOCITY = 907 FPM

M-2

M-3

West East

125"

76.35"

SUPPLY

AIR

OPENING

C

G

South

North

M-4

M-5 M-6

48.65"

.3

.3

.3

.3

.6

STANDARD ACCESS COVER

STANDARD ACCESS OPENING

14"

NOTES:

1. ACCESS PANEL MAY BE MODIFIED

2. ACCESS PANELS TO BOOM ALCOVES CAN BE FIELD-MODIFIED BY OTHERS

TO ALLOW FOR EQUIPMENT, ELECTRICAL AND/OR MED GAS

CLEARANCES

3. SIZE OF ACCESS PANELS TO BOOM ALCOVES ARE MAXIMIZED

.2

10.25"

FINISH CEILING

106.31250

ISO Y WestEast

48.65" 76.35"

NOTCH 12"

118.31250

NOTCH 8"

114.31250

.7

.2

36"8.5"

FINISH CEILING

106.312505

.7

CGSouth North

79.675"86"64.3"

NOTCH 12"

118.31250

NOTCH 8"

114.31250

36" 4.75"96.5" 48"

FINISH CEILING

106.31250

ISO YWest East

48.65"76.35"

NOTCH 12"

118.31250

NOTCH 8"

114.312501

.6

FINISH CEILING

106.31250

C G SouthNorth

64.3"86"79.675"

NOTCH 12"

118.31250

NOTCH 8"

114.31250

1 12ga PLENUM SIDEWALL

2 PERIMETER GRID

3 HSS4x2x1/4

NOTE:

USE GMAW-S WITH ER70S-6 WIRE

AND 90/10 SHIELDING GAS FOR

CONNECTING PLENUM WALL

(A653) TO HSS (A500)

.125

.125

TYP

1/2" = 1'-0"M2.0

5 MODULE LAYOUT

1" = 1'-0"M2.0 M2.0

6 TYPICAL ACCESS PANEL

FULL SIZE DRAWING IS 30"x42"

DO NOT SCALE DRAWING

WORK ID NO.

DRAWING NO.

DRAWN

CHECKED

CROSSCHECK

SAFETY

PLOT SCALE DRAWING SCALE

JOB NUMBER

OLD FILE NAMEEQT CODE

PLANNING

ENGINEERING

APPROVED

APPROVALS DATE

AS BUILT DATEDATEAPPROVEDREV. NO. REVISION DESCRIPTION

1 : 1

THIS DRAWING IS THE PROPERTY OF

BASX AND CAN NOT BE

REPRODUCED IN WHOLE OR IN PART,

NOR DELIVERED TO OTHERS WITHOUT

THE EXPRESS WRITTEN PERMISSION

OF BASX iOR.

STAMP:

3500 SW 21ST PLACE

REDMOND, OREGON 97756

Phone (541) 647-6650 www.basxsolutions.com

4/9/2026 10:32:28 AM

As indicated

M2.0

VA FRESNO CATH LAB

VA CENTRAL CALIFORNIA

FRESNO, CA

Q2022-304

MODULE LAYOUT

1/2" = 1'-0"M2.0

1 NORTH ELEVATION

1/2" = 1'-0"M2.0

2 EAST ELEVATION

1/2" = 1'-0"M2.0

3 SOUTH ELEVATION

1/2" = 1'-0"M2.0

4 WEST ELEVATION

6" = 1'-0"M2.0

TUBE TO SIDEWALL

ATTACHMENT

M2.0

7 MODULE ASSEMBLY

ISO X

ISO Y

INDICATES ISO CENTER

73"

23.5625" 23.5625"

8"8"

24"

92.375" 78"

92.375"

.1

.8

.9

1"28"

1/2" = 1'-0"M3.0

2 EQUIPMENT LAYOUT

FULL SIZE DRAWING IS 30"x42"

DO NOT SCALE DRAWING

WORK ID NO.

DRAWING NO.

DRAWN

CHECKED

CROSSCHECK

SAFETY

PLOT SCALE DRAWING SCALE

JOB NUMBER

OLD FILE NAMEEQT CODE

PLANNING

ENGINEERING

APPROVED

APPROVALS DATE

AS BUILT DATEDATEAPPROVEDREV. NO. REVISION DESCRIPTION

1 : 1

THIS DRAWING IS THE PROPERTY OF

BASX AND CAN NOT BE

REPRODUCED IN WHOLE OR IN PART,

NOR DELIVERED TO OTHERS WITHOUT

THE EXPRESS WRITTEN PERMISSION

OF BASX iOR.

STAMP:

3500 SW 21ST PLACE

REDMOND, OREGON 97756

Phone (541) 647-6650 www.basxsolutions.com

4/9/2026 10:32:35 AM

As indicated

M3.0

VA FRESNO CATH LAB

VA CENTRAL CALIFORNIA

FRESNO, CA

Q2022-304

EQUIPMENT LAYOUT

M3.0

1 CLEANSUITE

EQUIPMENT/BOOM PLATE SCHEDULE

Count Mark Manufacturer Description

Plate Mounting Height (From Finished Ceiling to

Bottom of Plate) Size of Beauty Ring (When applicable)

3 STERIS EMS MOUNTING PLATE 14.00000

Grand total: 3

1" = 1'-0"M3.0

STERIS EMS MOUNTING

PLATE

ISO X

ISO Y

TYP

West East

C

G

South

North

P4100

KEY NOTE

INDICATES GRAVITY SUSPENSION PONT (.688" DIA HOLE)

INDICATES SEISMIC KICKER LOCATIONS (.563" DIA HOLE)

INDICATES ISO CENTER

NOTES:

1. GRAVITY SUPPORT AND SEISMIC SUPPORT PROVIDED BY OTHERS.

SEE PLAN AND KEY NOTES FOR CONNECTION HOLE DIAMETER AND LOCATIONS

2. SEISMIC KICKER HOLES PROVIDED UPON REQUEST TO EACH INDIVIDUAL MODULE CORNER

3. OVERALL SYSTEM DIMENSIONS HAVE A TOLERANCE OF +/- 0.125"

.8

.1

.9

.7

.2

.2

.1

.0

.9

74.14" 1.105" 1.105" 46.44"

107.375" 63" 30"

107.375"

71.14" 2.605" 2.605" 43.44"

FINISH CEILING

106.31250

NOTCH 12"

118.31250NOTCH 8"

114.31250

NOTE:

REFER TO STRUCTURAL CALCS FOR

ADDITIONAL INFORMATION

1. SUSPENSION HOLE

2. SEISMIC KICKER HOLE

.5

1"

6.5"

SEISMIC NON-SEISMIC

0.06" 3.25"

.2

.0

0.06" 3.25"

.2

.0

.5

1" 6.5" 1"

1 HSS TUBE STEEL

2 IMBEDED P5500 UNISTRUT ASSEMBLY FOR IMAGING EQUIPMENT RAIL

3 GRID LINE

4 HSS AT MODULE SPLIT

5 3/8" DIA BOLT W/ 1/2" PL WASHER

6 INDUSTRY SPECIFIC GRID EXTRUSION FLUSH WITH FINISHED CEILING

7 IMAGING EQUIPMENT RAIL BY OTHERS

STANDARD STRUT DETAIL

STRUCTURAL STRUT AT MODULE SPLIT DETAIL REQUIRED UNISTRUT HEIGHT IS MEASURED FROM

FINISHED FLOOR TO BOTTOM OF UNISTRUT.

SEE EQUIPMENT PACKAGE

.3

.6

0.08" 0.67"

0.125"

2.25"

0.125"

0.67" 0.08"

.9

.6

.0

2.25"

1 4

1/2" = 1'-0"M4.0

STRUCTURAL LAYOUT /

SUSPENSION POINTS

FULL SIZE DRAWING IS 30"x42"

DO NOT SCALE DRAWING

WORK ID NO.

DRAWING NO.

DRAWN

CHECKED

CROSSCHECK

SAFETY

PLOT SCALE DRAWING SCALE

JOB NUMBER

OLD FILE NAMEEQT CODE

PLANNING

ENGINEERING

APPROVED

APPROVALS DATE

AS BUILT DATEDATEAPPROVEDREV. NO. REVISION DESCRIPTION

1 : 1

THIS DRAWING IS THE PROPERTY OF

BASX AND CAN NOT BE

REPRODUCED IN WHOLE OR IN PART,

NOR DELIVERED TO OTHERS WITHOUT

THE EXPRESS WRITTEN PERMISSION

OF BASX iOR.

STAMP:

3500 SW 21ST PLACE

REDMOND, OREGON 97756

Phone (541) 647-6650 www.basxsolutions.com

4/9/2026 10:32:44 AM

As indicated

M4.0

VA FRESNO CATH LAB

VA CENTRAL CALIFORNIA

FRESNO, CA

Q2022-304

STRUCTURAL LAYOUT

1/2" = 1'-0"M4.0

MODULE TO MODULE

SECTION

M4.0

CLEANSUITE - STRUCTURAL

ASSEMBLY

3" = 1'-0"M4.0

TRUSS CORNER SUSPENSION

POINT DETAIL

3" = 1'-0"M4.0

GEN 1 PLENUM CORNER

SUSPENSION POINT DETAIL

1 1/2" = 1'-0"M4.0

4 HYBRID RAIL HANGER DETAIL

SYSTEM SIZING

A: 819 SF

H: 8'-10.3125"

ACH: 22.30

CFM: 2700

DIFA: 91.41 SF

VELOCITY: 29.54 FPM

A

94.7"

B B A

A B B A

E F F E

A B B A

A B B A

A B B A

G H H G

27.1"

2.5"

17.75"17.75"

2.5"

27.1"29"

.3

.3

.3

76.35"

.3

48.65"

.6

6.5

6 3.5

6.5

5 5

.5

1.5

1.5 1.5

1.5

1.51.5

1.51.5

1.5

1.5 1.5

1.5 1.5

1.5 1.5

6 3.5

6 3.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5114

.5

ELECTRICAL

CONNECTION LOCATION

NOTE:

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

NOTE:

1. LED LENS IS CLEAR-DIFFUSED

2. LIGHTING ON (2) CIRCUITS (PERIMETER AND INTERIOR)

(1) 120/277VAC POWER

(1) 0-10V LED DIMMING CONTROL

3. LOW VOLTAGE AND ELECTRICAL WIRING FOR BOOMS ARE WIRED DIRECTLY TO

BOOM AND PROVIDED BY OTHERS

4. ESTIMATED (FLA) CIRCUIT VALUES:

ESTIMATED PERIMETER FLA = 1.545A @ 277VAC

ESTIMATED INTERIOR FLA = 2.25A @ 277VAC

FULL SIZE DRAWING IS 30"x42"

DO NOT SCALE DRAWING

WORK ID NO.

DRAWING NO.

DRAWN

CHECKED

CROSSCHECK

SAFETY

PLOT SCALE DRAWING SCALE

JOB NUMBER

OLD FILE NAMEEQT CODE

PLANNING

ENGINEERING

APPROVED

APPROVALS DATE

AS BUILT DATEDATEAPPROVEDREV. NO. REVISION DESCRIPTION

1 : 1

THIS DRAWING IS THE PROPERTY OF

BASX AND CAN NOT BE

REPRODUCED IN WHOLE OR IN PART,

NOR DELIVERED TO OTHERS WITHOUT

THE EXPRESS WRITTEN PERMISSION

OF BASX iOR.

STAMP:

3500 SW 21ST PLACE

REDMOND, OREGON 97756

Phone (541) 647-6650 www.basxsolutions.com

4/9/2026 10:32:46 AM

1/2" = 1'-0"

M5.0

VA FRESNO CATH LAB

VA CENTRAL CALIFORNIA

FRESNO, CA

Q2022-304

GRID ASSEMBLY & ELEC

1/2" = 1'-0"M5.0

1 GRID LAYOUT

1/2" = 1'-0"M5.0

2 LIGHTING LAYOUT

AIR DIFFUSER SCHEDULE

Count Type Mark Manufacturer Description Comments

10 A NORTEK GUILLOTINE EQUALIZER / CLEANSCREEN

10 B NORTEK GUILLOTINE EQUALIZER / CLEANSCREEN

2 E NORTEK GUILLOTINE EQUALIZER / CLEANSCREEN

2 F NORTEK CLEANSCREEN

2 G NORTEK GUILLOTINE EQUALIZER / CLEANSCREEN

2 H NORTEK GUILLOTINE EQUALIZER / CLEANSCREEN

Grand total: 28

M5.0

3 GRID ASSEMBLY

GENERAL NOTES

1. THESE RESULTS ARE ESTIMATED.

2. CALCULATION GRID HEIGHT ABOVE THE FLOOR: 3 FT (STANDARD TABLE HEIGHT)

3. EXTERNAL LIGHTING THAT IS OUTSIDE THE iOR FOOTPRINT IS NOT INCLUDED.

4. SHARED LIGHT SUCH AS BOOM LIGHTS OR TASK LIGHTING IS NOT INCLUDED.

5. WALL LOCATIONS ARE APROXIMATE.

6. LIGHT LOSS FACTOR: .78 FOR 1FT WHITE LED UNLESS NOTED OTHERWISE. SEE LIGHTING FIXTURE SCHEDULE

7. ONLY DIRECT LIGHT IS CALCULATED.

8. SEE SHEET M2.0 ELEVATIONS FOR CEILING HEIGHT.

CALCULATIONS HAVE BEEN PERFORMED ACCORDING TO IES STANDARDS AND GOOD PRACTICE,

SOME DIFFERENCES BETWEEN MEASURED VALUES AND CALCULATED RESULTS MAY OCCUR DUE TO

TOLERANCES IN CALCULATION METHODS, TESTING PROCEDURES, COMPONENT PERFORMANCE,

MEASUREMENT TECHNIQUES AND FIELD CONDITIONS SUCH AS VOLTAGE AND TEMPERATURE

VARIATIONS. INPUT DATA USED TO GENERATE THE ATTACHED CALCULATIONS SUCH AS ROOM

DIMENSIONS, REFLECTANCES, FURNITURE AND ARCHITECTURAL ELEMENTS SIGNIFICANTLY AFFECT THE LIGHTING CALCULATIONS. IF THE REAL ENVIRONMENT CONDITIONS DO NOT MATCH THE INPUT

DATA, DIFFERENCES WILL OCCUR BETWEEN MEASURED VALUES AND THE CALCULATED VALUES.

DISCLAIMER

LIGHTING FIXTURE SCHEDULE

Manufacturer Model Total Light Loss Factor OmniClass Number OmniClass Title BASX 0.78 23.80.70.11 Luminaries for Internal Lighting

FULL SIZE DRAWING IS 30"x42"

DO NOT SCALE DRAWING

WORK ID NO.

DRAWING NO.

DRAWN

CHECKED

CROSSCHECK

SAFETY

PLOT SCALE DRAWING SCALE

JOB NUMBER

OLD FILE NAMEEQT CODE

PLANNING

ENGINEERING

APPROVED

APPROVALS DATE

AS BUILT DATEDATEAPPROVEDREV. NO. REVISION DESCRIPTION

1 : 1

THIS DRAWING IS THE PROPERTY OF

BASX AND CAN NOT BE

REPRODUCED IN WHOLE OR IN PART,

NOR DELIVERED TO OTHERS WITHOUT

THE EXPRESS WRITTEN PERMISSION

OF BASX iOR.

STAMP:

3500 SW 21ST PLACE

REDMOND, OREGON 97756

Phone (541) 647-6650 www.basxsolutions.com

4/9/2026 10:32:47 AM

As indicated

M6.0

VA FRESNO CATH LAB

VA CENTRAL CALIFORNIA

FRESNO, CA

Q2022-304

LIGHTING CALCULATIONS1/2" = 1'-0"M6.0

1 LIGHTING CALCULATION

ElumTools General Use Illuminance Results

Project Name Project Number Calculation Points Name Maximum Minimum VA FRESNO CATH LAB Q2022-304 Table 515 fc 479 fc

VA FRESNO CATH LAB Q2022-304 Hybrid 1 416 fc 26 fc