Updated Drawings for Clarifications.pdf

EE

DD

C8C8

18 18.2

18.2

E

D

C8

17 18 18.2

W14X68

W14X68

W14X68

W14X68

W14X68

W14X68

W14X68

W14X68

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

R C

8" x4

8"

R C

8" x3

6"

R C

8" x4

8"

R C

8" x3

6"

27' - 0"

9' - 0" 12' - 0" 6' - 0"

4'

3'

3'

3'

3'

3'

6'

0"

B01-S101

NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS

2. T/STEEL = 3'-2" ABOVE STRCTURAL SLAB ELEVATION

3. SEE B23-S100 FOR STRUCTURAL GENERAL NOTES

4. REFER TO EXISTING BUILDING 1 DRAWINGS TITLED "NEW GENERAL MEDICAL, SURGICAL, INTERMEDIATE CARE, AND PSYCHIATRIC

HOSPITAL" FOR MORE INFORMATION ON EXISTING CONDITIONS

5. CONTRACTOR TO ENSURE COORDINATION OF STRUCTURAL STEEL WITH MECHANICAL DRAWINGS AND CHILLER MANUFACTURER PRIOR

TO SUBMITTAL OF STEEL SHOP DRAWINGS

6. ALL STEEL TO BE HOT DIPPED GALVANIZED

7. RC COLUMNS SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI. SEE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION

NEW CHILLER UNITS. CONTRACTOR TO

COORDINATE ADDITIONAL CHILLER

SUPPORT BEAMS WITH CHILLER

MANUFACTURER AS REQUIRED

CROSSHATCH INDICATES

GALVANIZED METAL GRATING

DESIGNED FOR 20 PSF LIVE LOAD

B01-S101

W 14X68

W

X68

W 14X68

B01-S101

B01-S101

B01-S101

B01-S101

4'

4' - 0"

WP

WP

4' - 0"

WP

4' - 0"

WP

W

X68

WP

WP

4' - 0"

4'

STANDARD AISC SHEAR CONNECTION.

CONTRACTOR OPTION FOR SHEAR TAB

OR ANGLE CONNECTION. DESIGN FOR

MINIMUM OF 30 KIPS ASD

BEAM PER PLAN

EE

E

EMBED PLATE BELOW. SEE DETAIL 3 THIS

SHEET FOR MORE INFORMATION

2' - 0" 2' - 0"

4' - 0"

2'

2'

4'

5/16"

EMBED

PLATE

5/16"

CAP PLATE

PROVIDE 12"X12"X1"

PLATE, TOP OF

BEAMS

NEW CONCRETE COLUMN, PER PLAN

BEAM PER PLAN, TYP

MITERED BEAM CONNECTION

1" THICK EMBED PLATE W/ (5) 3/4" D1.1

GR B HEADED STUDS. MIN EMBED 9"

INTO NEW CONCRETE

(6) #5 BARS @ 3" OC EDGE

ANCHOR REINFORCEMENT

CENTERED ON EMBED PLATE

NEW

CONCRETE

COLUMN

1' - 0"

2' - 0" 2' - 0"

6" 6"

3" 3"

1'

" 6"

6"

3" 3"

4' - 0"

4'

2'

2'

BEAM PER PLAN

12"X12"X1" PLATE

NEW COLUMN PER PLAN

EXISTING STRUCTURAL SLAB

M

IN

2'

12"X12"X1" EMBED PLATE. SEE

DETAILS 3 AND 7 THIS SHEET

EXISTING CONCRETE COLUMN.

CONTRACTOR TO X-RAY FOR

REBAR PRIOR TO INSTALLING

EPOXY DOWELED REBAR FROM

NEW COLUMN

E M

B E

D

IN

E X

IS

T

IN

G

1'

0"DRILL AND EPOXY (12) #9

BARS IN A 4X4 PATTERN.

EPOXY TO BE HILTI-RE 500

V3 OR APPROVED EQUAL.

PROVIDE 90 DEGREE

HOOKED ENDS IN NEW

CONCRETE

(6) #5 BARS PER DETAILS 3 AND 7 THIS SHEET.

PROVIDE 90 DEGREE HOOKS BOTH ENDS

#5 TIES @ 4" OC. PROVIDE 4 LEGS EACH DIRECTION

#5 U-BARS @ 12" OC

EE

E

EMBED PLATE BELOW. SEE DETAIL XXX

FOR MORE INFORMATION

5/16"

EMBED PLATE

5/16"

CAP PLATE

PROVIDE 12"X12"X1" PLATE,

TOP OF BEAMS

NEW CONCRETE COLUMN, PER PLAN

BEAM PER PLAN, TYP

MITER BEAM CONNECTION

2' - 0" 1' - 0"

3' - 0"

2'

2'

4'

1" THICK EMBED PLATE W/ (5) 3/4" D1.1

GR B HEADED STUDS. MIN EMBED 9"

INTO NEW CONCRETE

(6) #5 BARS @ 3" OC EDGE

ANCHOR REINFORCEMENT

NEW

CONCRETE

COLUMN

1' - 0"

2' - 0" 1' - 0"

6" 6"

3" 3"

1'

" 6"

6"

3" 3"

3' - 0"

4'

2'

2'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/2

V

A W e s t P a lm

B e a c h

E H

R M

I n fr a s tr u c tu re U p g ra d e s D e s ig n /5

-7

.B

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.r v t

/1

/2

:1

:1

P M

B01-S101

CHILLER DUNNAGE

10360 ellison Circle

Omaha, NE 68134

402.991.5520 specializedeng.com

1221 N. Pennsylvania St.

Indianapolis, IN 46202

317.800.6388 guidondesign.com

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

B01

03/31/2023 LKB ADK

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

BID ADDENDUM 1 09/01/2023

SCALE: 1/4" = 1'-0"B01-S101

1 CHILLER DUNNAGE FRAMING PLAN

SCALE: 3/4" = 1'-0"B01-S101

2 FRAMING SECTION

SCALE: 3/4" = 1'-0"B01-S101

4 ENLARGED PLAN

SCALE: 3/4" = 1'-0"B01-S101

3 EMBED PLATE PLAN

SCALE: 3/4" = 1'-0"B01-S101

5 FRAMING SECTION

SCALE: 3/4" = 1'-0"B01-S101

6 ENLARGED PLAN

SCALE: 3/4" = 1'-0"B01-S101

7 EMBED PLATE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

IM

/2

V

A W e s t P a lm

B e a c h

E H

R M

I n fr a s tr u c tu re U p g ra d e s D e s ig n /5

-7

.B

.S .2

.r v t

/1

/2

:0

:5

P M

SI002

STRUCTURAL GENERAL NOTES

10360 Ellison Circle

Omaha, NE 68134

402.991.5520 specializedeng.com

1221 N. Pennsylvania St.

Indianapolis, IN 46202

317.800.6388 guidondesign.com

ELETRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

03/31/2023 LKL ADK

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING

DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE APPROVAL OF THE STRUCTURAL ENGINEER.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

CONCRETE MIX DESIGN SUBMITTAL

THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETEOTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION:

1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.

2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.

3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER.

4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

6. MIXING WATER PROPORTION AND SOURCE.

7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).

8. FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.

9. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).

10. DESIGN SLUMP RANGE.

11. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).

12. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION"

DETERMINATION OUTLINED IN ACI 318.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE

WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS)

3. STEEL DECK

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL

SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. FIBER REINFORCEMENT FOR CONCRETE

2. CONCRETE REINFORCEMENT

3. DIAMOND PLATE DOWELS FOR SLABS ON GRADE

4. CONCRETE CURING COMPOUND

5. CONCRETE JOINT SEALANT

6. WATER STOPS

7. EXPANSION ANCHORS

8. ADHESIVE ANCHORS

9. NON-SHRINK GROUT

FOUNDATIONS

FOUNDATION EXCAVATIONS AND SOIL RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT

NUMBER 2073502 PREPARED BY TTL ASSOCIATES DATED AUGUST 15 2022.

FOUNDATIONS HAVE BEEN DESIGNED BASED ON ASSUMED ALLOWABLE NET BEARING PRESSURE OF 3,000 PSF. CONTRACTOR SHALL ENGAGE A LICENSED GEOTECHNICAL ENGINEER TO REVIEW THE SOIL CONDITIONS AT THE SITE AS NECESSARY TO CONFIRM THE ALLOWABLE CAPACITIES PRIOR TO PLACEMENT OF THE FOUNDATIONS. CONFIRMATION OF THE ACCEPTABILITY OF THE SOILS SHALL

BE REPORTED IN WRITING TO THE STRUCTURAL ENGINEER.

IF ACTUAL ALLOWABLE CAPACITIES ARE FOUND TO BE LESS THAN THE ASSUMED VALUES, THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH FOUNDATION CONSTRUCTION WITHOUT REVIEW BY THE

STRUCTURAL ENGINEER.

FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER. WRITTEN FIELD REPORTS

SHALL BE FORWARDED TO THE STRUCTURAL ENGINEER AS SOON AS THEY BECOME AVAILABLE.

FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT, SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS

ATTEMPTED.

EXCAVATIONS FOR SHALLOW FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO UNIFORM SURFACE AND SHALL BE PROTECTED

AND MAINTAINED UNIFORM UNTIL CONCRETE IS PLACED.

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A

DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I, UNO.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL

CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE

WITH OTHER ADMIXTURES.

CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED.

IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING.

IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING.

USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW.

SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.

NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL

HAVE THE PROPERTIES AS SHOWN BELOW:

FOUNDATIONS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 1/2 INCHES

7. AIR CONTENT: N/A

FOUNDATION WALLS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: N/A

RETAINING WALLS AND CURBS/SIDEWALKS/SLABS EXPOSED TO DE-ICERS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 517 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.45

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: 6.0% +/- 1%

SLABS ON GRADE

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: 6% +/- 1%

8. HIGH RANGE WATER REDUCING ADMIXTURE AND FIBER REINFORCING REQUIRED

SLABS ON STEEL DECK

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD.

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: N/A

COLUMNS

1. COMPRESSIVE STRENGTH (28 DAYS): 6000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 661 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT FOR LEVEL 1

COLUMNS)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.45

6. MAXIMUM COARSE AGGREGATE SIZE: 3/4 INCH

7. AIR CONTENT: N/A

CONCRETE SLABS ON GRADE

SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE GUIDE FOR CONCRETE FLOOR AND

SLAB CONSTRUCTION (ACI 302.1R).

PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE.

PROVIDE CURING OF CONCRETE SLABS IMMEDIATELY AFTER FINISHING USING A SPRAYED ON DISSIPATING-RESIN LIQUID CURING COMPOUND CONFORMING TO ASTM C309, UNLESS NOTED OTHERWISE. ALL SCUFFS OR ABRASIONS TO THE CURING MEMBRANE SHALL BE RECOATED DAILY. OTHER CURING METHODS MAY BE USED WITH APPROVAL BY THE STRUCTURAL ENGINEER.

SLABS ON GRADE SHALL BE PLACED TO ACHIEVE THE FOLLOWING MINIMUM TOLERANCES:

OVERALL VALUES: FF = 25

LOCAL VALUES: FF = 20

THE MINIMUM LOCAL AREA SHALL BE ANY BAY DEFINED BY COLUMN LINES.

UNLESS SHOWN OR NOTED OTHERWISE, PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS. PROVIDE JOINTS AT ALL COLUMN LOCATIONS. LOCATE JOINTS TO ELIMINATE RE-ENTRANT CORNERS AND TO CREATE SQUARE OR RECTANGULAR SECTIONS WITH MAXIMUM LONG SIDE TO SHORT SIDE RATIO OF 1.5 TO 1.

CONTROL JOINTS IN SLABS ON GRADE SHALL NOT RECEIVE JOINT FILLER MATERIAL UNLESS NOTED OTHERWISE.

CONCRETE SLABS ON METAL DECK

UNLESS INDICATED OTHERWISE ON THE DRAWINGS, CONCRETE SLABS ON METAL DECK SHALL BE PLACED AS REQUIRED TO MAINTAIN

A CONSTANT SLAB [THICKNESS].

CONTRACTOR SHALL ALLOW FOR THE DEFLECTION OF THE FLOOR ASSEMBLY DUE TO THE WET WEIGHT OF THE CONCRETE WHEN CALCULATING CONCRETE QUANTITIES AND SHALL INCLUDE THE COST OF ALL REQUIRED SLAB-ON-DECK CONCRETE IN THE BID PRICE.

PRIOR TO PLACEMENT OF CONCRETE SLABS ON METAL DECK, THE CONTRACTOR SHALL CAREFULLY REVIEW THE ELEVATIONS OF THE STRUCTURAL STEEL FRAMING, INCLUDING CAMBERED MEMBERS, FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES (SUCH AS IMPROPER CAMBER, IMPROPER STEEL ELEVATIONS, ETC.) IMMEDIATELY AND SHALL NOT BEGIN CONCRETE PLACEMENT WITHOUT PRIOR REVIEW BY THE STRUCTURAL

ENGINEER.

ACTUAL CONCRETE SLAB THICKNESS SHALL NOT BE LESS THAN THE INDICATED NOMINAL THICKNESS AT ANY LOCATION. IF ANY CONDITION IS DISCOVERED THAT WOULD PREVENT PLACEMENT OF CONCRETE TO THE NOMINAL THICKNESS; CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH CONCRETE PLACEMENT WITHOUT PRIOR REVIEW

BY THE STRUCTURAL ENGINEER.

SLABS ON METAL DECK SHALL RECEIVE A SMOOTH TROWEL FINISH, AND BE PLACED TO ACHIEVE THE FOLLOWING MINIMUM

TOLERANCES:

OVERALL VALUES: FF = 25

LOCAL VALUES: FF = 20

PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE.

PROVIDE CURING OF CONCRETE SLABS IMMEDIATELY AFTER FINISHING USING A SPRAYED ON DISSIPATING-RESIN LIQUID CURING COMPOUND CONFORMING TO ASTM C309. ALL SCUFFS OR ABRASIONS TO THE CURING MEMBRANE SHALL BE RECOATED DAILY. OTHER

CURING METHODS MAY BE USED WITH APPROVAL BY THE STRUCTURAL ENGINEER.

REINFORCING STEEL

REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000

PSI.

REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS:

ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66).

UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER

OVER REINFORCEMENT AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES

#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES

BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1/2 INCHES

ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER: 3/4 INCH

REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR

APPROVED BY THE STRUCTURAL ENGINEER.

WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP.

ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE.

PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS. LAP

SPLICE CORNER BARS WITH STRAIGHT BARS.

UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#6 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS.

WELDED WIRE FABRIC

WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A185. FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND

LAPPED A MINIMUM OF ONE SPACE PLUS 2 INCHES.

WELDED WIRE FABRIC SHALL BE PLACED AS FOLLOWS, UNLESS NOTED OTHERWISE:

SLABS ON METAL DECK: 3/4 INCH DOWN FROM TOP OF SLAB.

FIBER REINFORCEMENT

FIBER REINFORCEMENT SHALL BE 3/4" LONG, VIRGIN (NON-RECYCLED) NYLON OR POLYPROPYLENE FIBERS, INTRODUCED INTO THE CONCRETE MIX AT THE BATCH PLANT, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE SHALL BE 1.5

POUNDS PER CUBIC YARD OF CONCRETE.

CONCRETE TESTING

MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER CASTING

UNLESS

DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING.

WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL

CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS.

FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24

HOURS AFTER TESTING.

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

EXPANSION ANCHORS SHALL NOT BE INSTALLED IN CONCRETE UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE

STRENGTH.

ADHESIVE ANCHORS

ADHESIVE ANCHORS SHALL BE HILTI "HIT HY200" FOR SOLID SUBSTRATE AND HILTI "HIT HY270" FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE ON PLANS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BY INSTALLERS TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE.

MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.

NON-SHRINK GROUT

GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF

5,000 PSI IN 28 DAYS.

WATERSTOPS

SELF-EXPANDING STRIP WATER STOPS SHALL BE VOLCLAY WATERSTOP-RX 101 UNLESS NOTED OTHERWISE. INSTALL IN ACCORDANCE

WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

PVC WATERSTOPS

PROVIDE FACTORY MADE WATERSTOP FABRICATIONS FOR ALL CHANGES OF DIRECTION, INTERSECTIONS, AND TRANSITIONS LEAVING

ONLY STRAIGHT BUTT JOINT SPLICES FOR THE FIELD.

PROVIDE HOG RINGS OR GROMMETS SPACED AT 12 INCHES ON CENTER ALONG LENGTH OF WATERSTOP.

PROVIDE TEFLON COATED THERMOSTATICALLY CONTROLLED WATERSTOP SPLICING IRONS FOR FIELD BUTT SPLICES.

FIELD BUTT SPLICES SHALL BE HEAT FUSED WELDED USING A TEFLON COATED THERMOSTATICALLY CONTROLLED WATERSTOP SPLICING IRON AT APPROXIMATELY 380 DEGREES F. FOLLOW APPROVED MANUFACTURER RECOMMENDATIONS.

LAPPING OF WATERSTOP, USE OF ADHESIVES, OR SOLVENTS SHALL NOT BE ALLOWED.

CENTER WATERSTOP IN JOINT AND SECURE WATERSTOP IN CORRECT POSITION USING HOG RINGS OR GROMMETS SPACED AT 12 INCHES ON CENTER ALONG THE LENGTH OF THE WATERSTOP AND WIRE TIE TO ADJACENT REINFORCING STEEL.

MASTIC COATING

MASTIC COATING FOR PROTECTION OF INDICATED ITEMS SHALL BE BITUMASTIC 50 COAL TAR MASTIC BY CARBOLINE OR EQUIVALENT SUBSTITUTE APPROVED BY THESTRUCTURAL ENGINEER. INSTALL AT LOCATIONS INDICATED ON DRAWINGS.

UNLESS NOTED OTHERWISE, APPLY MASTIC TO A COATING THICKNESS OF 18 MILS. PROVIDE FULL COVERAGE OVER ITEMS INDICATED

TO RECEIVE COATING.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

STEEL STUDS SHALL CONFORM TO ASTM A108.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS

ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE

ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE

SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE

A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

PROVIDE C8X13.7 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES

AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.

GALVANIZE ALL EXPOSED STEEL.

COMPOSITE STEEL BEAMS

COMPOSITE BEAM SHEAR CONNECTORS SHALL BE NELSON STUD TYPE S3L AS MANUFACTURED BY THE NELSON STUD WELDING

COMPANY, OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER.

STUDS SHALL BE MANUFACTURED OF COLD-DRAWN STEEL CONFORMING TO ASTM A108. STUDS SHALL BE 3/4" DIAMETER X 3" INCHES LONG @ 24" OC, UNLESS NOTED OTHERWISE. STUD DESIGN HAS BEEN BASED ON AN ULTIMATE SHEAR CAPACITY OF 17.7 KIPS PER

STUD.

COMPOSITE STEEL BEAMS HAVE BEEN DESIGNED TO ALLOW INSTALLATION OF THE SLAB CONCRETE IN AN UNSHORED CONDITION

UNLESS NOTED OTHERWISE.

STEEL ROOF DECK

PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND

CODE OF STANDARD PRACTICE.

DECK MANUFACTURER SHALL PROVIDE ALL ROOF DECK ACCESSORIES, INCLUDING CLOSURES, SUPPLEMENTARY FRAMING, AND SUMP

PANS, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS.

FASTEN ROOF DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3.

ROOF DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION.

PROVIDE STEEL ROOF DECK WITH FINISH AS INDICATED ON THE DRAWINGS.

Revisions: Date:

BID ADDENDUM 1 09/01/2023

NEW EMERGENCY

GENERATOR #1

1000KW

1250KVA @

0.8PF

TO FPL SWITCHING

VAULT FOR INCOMING

13.2KV 3P SERVICE

15KV CLASS

PRIMARY

SWITCHGEAR

L.A.

51N

VS

KW

AS A A

V V VS

KW

AS

51N

100% RATED

BREAKER

L.A. 1600

3P

GF

3P

GF

DFT 1600

3P

GF

1600 GF

5000A, 277/480V, 3P, 4W

C4-5000

3P

2000A

100 % RATED

GF

GF

NEW PARALLELING

SWITCHGEAR

277/480V

5000A

C4-2000 C4-5000

EXISTING EMERGENCY SWITCHBOARD ESWBD-1 5000A, 277/480V, 3P, 4W

51N

SPACE 52

SPARE

52 50 51 52

51N

N.O.

1200A

51N

51N

51 52

SPARE

PQS400 - 277/480

C4-600

C4-1200

ATS-11

600A 3P

N E

C4-300 C4-600 C4-300

ATS-1

400A 4P

N E

ATS-2

800A 4P

N E

C4-800

ATS-3

600A 4P

N E N E N E N E N E N E N E N E N E

SPARE

FIRE PUMP

480V, 3P

O2

CDP2A

ATS-4

1200A 3P

ATS-5

300A 4P 225A

SPARE

E SPARE 3 NORMAL

SOURCE

NORMAL

SOURCE

NORMAL

SOURCE

ATS-13

150A 4P N

400A

1200A 300A 600A 125A 800A 400A

SPACE SPACE

VS V

KW

SUBSTATION "F"

1500KVA AS A

GF

2000A

EXISTING

TRANSFER

DEVICE

SPARE

SUBSTATION "G"

2000KVA

AS

VS V

KW

A

GF

2500A

EXISTING

TRANSFER

DEVICE

300A 1000A 700A 600A 600A 800A 125A

NORMAL

SOURCE

NORMAL

SOURCE

NORMAL

SOURCE

SPARE NURSING

HOME

NURSING

HOME

NURSING

HOME

400A

SPARE

225A

E

ATS-14

400A 4P N E

ATS-18

150A 4P N E

400A

CHILLERS

100A

G6 G5 G4 G3 QMCC EXISTING

LOAD

EXISTING

LOAD

EXISTING

LOAD

C4-400

ATS-6

800A 3P

C4-400

ATS-7

600A 3P

C4-350

ATS-8

600A 4P

C4-500

ATS-9

600A 4P

C4-600

ATS-10

800A 4P

C4-800 C4-600

ATS-15

600A 4P

ATS-7A

600A 4P

C4-400

ATS-6A

600A 4P

C4-400 C4-250 C4-60

EXTERIOR MOUNTED

DOCKING STATION

SPACE

600A 1200A 300A 600A 300A 800A 400A 400A 350A 500A 600A 800A 600A 400A 400A 250A 60A

PQS400 - 277/480

480V, 3P, 4W

(TYPICAL)

GEN #1

G

GEN #2

G

GEN #3

G

GEN #4

G

C4-1600 C4-1600 C4-1600 C4-1600

SUBSTATION "A"

2000KVA

VS V

KW

AS

GF

2500A

A

GF

1200A

AS

VS V

KW

A

GF

2500A

AS

SUBSTATION "C"

2000KVA

VS V

KW

A

GF

2500A

AS

SUBSTATION "D"

2000KVA VS V

KW

A

GF

2000A

AS

SUBSTATION "E"

2000KVA

VS V

KW

A

SUBSTATION "B"

750KVA

300A 1200A 800A 800A 125A 600A 700A 125A

SPACE SPACE

500A 800A 1200A 600A 125A

SPACE SPACE

1200A 1200A 125A 1000A

SPACE SPACE

1200A 800A 125A 600A

SPACE SPACE

NDPGK EAST BUS

DUCT

RISER

(5,7&9 FL.)

EAST BUS

DUCT

RISER

(6&8 FL.)

SPARE

WEST BUS

DUCT

RISER

(B,2&4 FL.)

ATS-12

600A 4P

E N XDPIE SPARE

NDPGI EAST BUS

DUCT

RISER

(B,2&4 FL.)

EAST BUS

DUCT

RISER

(1&3 FL.)

WEST BUS

DUCT

RISER

(1&3 FL.)

SPARE

CHILLER

#1

CHILLER

#2

SPARE NMCCA CHILLER

#3

NMCCB SPARE HDPGH

XDPIQ

NE

N

SPD

S P

D

400A

LSIG

01-UPS-BB-312-DP-B

01-UPS-ATS-A

400A

LSIG

400A

01-UPS-ATS-A

4#600, 1#1/0 GROUND

IN 3-1/2 INCH C.

4#600, 1#1/0 GROUND

IN 3-1/2 INCH C.

400A

LSIG

01-NHP-M-4C-326

4#600, 1#1/0 GROUND

IN 3-1/2 INCH C.

4#600, 1#1/0 GROUND

IN 3-1/2 INCH C.

NOTE: THIS ONE-LINE IS BASED UPON A PLANNED EMERGENCY

POWER UPGRADE PROJECT AND DOES NOT REFLECT CURRENTLY

INSTALLED CONDITIONS. THE DESIGN REFERENCES HAVE BEEN

CHANGED TO REFLECT CONNECTION TO EXISTING EQUIPMENT. 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

6 South Old Orchard Ave, Saint Louis, MO 63119 T: 800.404.7677 www.introba.com

B

IM

/2

V

A W e s t P a lm

B e a c h

E H

R M

I n fr a s tr u c tu re U p g ra d e s D e s ig n /5

-7

.B

.E

R

.r v t

/1

/2

:1

:5

P

M

B01-E500

PARTIAL ELECTRICAL ONE-LINE

DIAGRAM

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

03/31/23 MG BM

B01

NTS1

PARTIAL ELECTRICAL ONE-LINE DIAGRAM

1. PROVIDE NEW CIRCUIT BREAKERS IN EXISTING SPACE

WITHIN SUBSTATION A. COORDINATE RELOCATION OF

EXISTING COMPONENTS AND INTERRUPTION IN POWER TO

SUBSTATION A LOADS TO MINIMIZE OUTAGE AND COMPLY

WITH ALL VA SAFETY AND OUTAGE REQUIREMENTS.

2. PROVIDE NEW CIRCUIT BREAKER IN EXISTING SPACE

WITHIN SUBSTATION G. COORDINATE RELOCATION OF

EXISTING COMPONENTS AND INTERRUPTION IN POWER TO

SUBSTATION A LOADS TO MINIMIZE OUTAGE AND COMPLY

WITH ALL VA SAFETY AND OUTAGE REQUIREMENTS.

3. PROVIDE NEW CIRCUIT BREAKER IN EXISTING SPACE

WITHIN EMERGENCY SWITCHBOARD. COORDINATE

INTERRUPTION IN AVAILABILITY OF EMERGENCY POWER TO

MINIMIZE OUTAGE AND COMPLY WITH ALL VA SAFETY AND

OUTAGE REQUIREMENTS.

4. REMOVE EXISTING 125A SPARE CIRCUIT BREAKER WITHIN

SUBSTATION A TO PROVIDE SPACE FOR NEW CIRCUIT

BREAKER SERVING NEW CHILLER AND PUMPS

PANELBOARD. COORDINATE RELOCATION OF EXISTING

COMPONENTS AND INTERRUPTION IN POWER TO

SUBSTATION A LOADS TO MINIMIZE OUTAGE AND COMPLY

WITH ALL VA SAFETY AND OUTAGE REQUIREMENTS.

KEYED NOTES:#

Revisions: Date:

09/01/2023

BASEMENT LEVEL

1ST FLOOR

2ND FLOOR

30A 100A 60A 150A I

400A

LSI

SPD

60A 60A 60A 150A I

150A I

150A I

01-USP-PNLBD-

2A-TR-HVAC

4#1, 1#6 GRD, 1-1/2" C.

80KW UPS CABINET

WITH FOUR

BREAKER BYPASS

CABINET

UPS ACCESSORY CABINET

WITH K-13 OUTPUT

TRANSFORMER AND

OUTPUT CIRCUIT BREAKER

INTEGRATED BATTERY

CABINET, DC CIRCUIT

BREAKER, AND

MONITORING SYSTEM

01-UPS-BA-250A-PNLBD-A

400A MCB

208Y/120V

3PH, 4W

30A 100A I

100A I

100A I

100A I

100A I

100A I

100A I

100A I

3#2/0, 1#6 GRD, 1-1/2" C. 3#3/0, 1#6 GRD, 2" C.

400A I

3#500, 2#500 NEUTRAL,

1#3 GRD, 3" C.

2#1/0, 1#4 GRD, 1-1/2" C.

SPD

REMOTE

EPO

UPS ACCESSORY CABINET

WITH K-13 OUTPUT

TRANSFORMER AND

OUTPUT CIRCUIT BREAKER

INTEGRATED BATTERY

CABINET, DC CIRCUIT

BREAKER, AND MONITORING

SYSTEM

01-UPS-1B-312A-PNLBD-A

400A MCB

208Y/120V

3PH, 4W

30A 100A I

100A I

100A I

100A I

100A I

100A I

100A I

100A I

3#2/0, 1#6 GRD, 1-1/2" C.

400A I

SPD

REMOTE

EPO

3#3/0, 1#6 GRD, 2" C.

3#500, 2#500 NEUTRAL,

1#3 GRD, 3" C.

2#1/0, 1#4 GRD, 1-1/2" C.

3RD FLOOR

4TH FLOOR

80KW UPS CABINET

WITH FOUR

BREAKER BYPASS

CABINET

UPS ACCESSORY CABINET

WITH K-13 OUTPUT

TRANSFORMER AND

OUTPUT CIRCUIT BREAKER

INTEGRATED BATTERY

CABINET, DC CIRCUIT

BREAKER, AND MONITORING

SYSTEM

01-UPS-3B-304B-PNLBD-A

250A MCB

208Y/120V

3PH, 4W

30A 100A I

100A I

100A I

100A I

100A I

100A I

100A I

100A I

250A I

SPD

REMOTE

EPO

3#6, 1#10 GRD, 3/4" C.

3#1/0, 2#1/0 NEUTRAL,

1#6 GRD, 2" C.

2#2/0, 1#4 GRD, 1-1/2" C.

40KW UPS CABINET

WITH FOUR

BREAKER BYPASS

CABINET

01-ULP-

BA-216A

01-ULP-

BB-221A

01-ULP-

BC-216A

01-ULP-

BC-250A

01-ULP-

1A-148A

01-ULP-

1B-238A

01-ULP-

1C-140A

01-ULP-

2A-281A

01-ULP-

2B-205A

01-ULP-

2C-112A

01-ULP-

3A-320A

01-ULP-

3B-139AA

01-ULP-

4A-322A

01-ULP-

4B-252A

01-ULP-

4C-234A

SEE DRAWING B01-E502

FOR CONTINUATION

5TH FLOOR

01-UPS-BB-312B-DP-A

400A

480Y/277V

3PH, 4W

3#3, 1#3/0 NEUTRAL, 1#8 GROUND, 1-1/2" C.

3#3, 1#3/0 NEUTRAL, 1#8 GROUND, 1-1/2" C.

01-UPS-ATS-A

TO SUBSTATION G

TO EMERGENCY SWITCHGEAR

3#3, 1#3/0 NEUTRAL, 1#8 GROUND, 1-1/2" C.

PROVIDE ONE 1 INCH CONDUIT WITH ENGINE-

GENERATOR START CIRCUITS FROM ATS TO THE

EMERGENCY SYSTEM GENERATOR PARALLELING

SWITCHGEAR IN ELECTRICAL ROOM. PROVIDE

CONNECTION AND PROGRAMMING AS REQUIRED TO

SIGNAL ENGINE-GENERATOR EMERGENCY

OPERATION UPON LOSS OF NORMAL POWER TO ATS.

100A I

3#4, 1#8 GRD, 1" C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

6 South Old Orchard Ave, Saint Louis, MO 63119 T: 800.404.7677 www.introba.com

B

IM

/2

V

A W e s t P a lm

B e a c h

E H

R M

I n fr a s tr u c tu re U p g ra d e s D e s ig n /5

-7

.B

.E

R

.r v t

/1

/2

:1

:5

P

M

B01-E501

PARTIAL ELECTRICAL ONE-LINE

DIAGRAM A-SIDE

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

03/31/23 MG BM

B01

NTS1

PARTIAL ELECTRICAL ONE-LINE DIAGRAM

Revisions: Date:

5TH FLOOR

6TH FLOOR

7TH FLOOR

UPS ACCESSORY CABINET

WITH K-13 OUTPUT

TRANSFORMER AND

OUTPUT CIRCUIT BREAKER

INTEGRATED BATTERY

CABINET, DC CIRCUIT

BREAKER, AND

MONITORING SYSTEM

01-UPS-7B-304B-PNLBD-A

250A MCB

208Y/120V

3PH, 4W

30A 100A I

100A I

100A I

100A I

100A I

100A I

100A I

100A I

250A I

SPD

REMOTE

EPO

3#6, 1#10 GRD, 3/4" C.

3#1/0, 2#1/0 NEUTRAL,

1#6 GRD, 2" C.

2#2/0, 1#4 GRD, 1-1/2" C.

40KW UPS CABINET

WITH FOUR

BREAKER BYPASS

CABINET

60AS/60AF BUSWAY

FUSIBLE SWITCHES

01-USP-PNLBD-

7A-TR-HVAC

100AS/100AF BUSWAY

FUSIBLE SWITCHES

01-ULP-

5A-235A

01-ULP-

5B-232A

01-ULP-

6A-233A

01-ULP-

6B-232A

01-ULP-

7A-233A

01-ULP-

7B-232A

8TH FLOOR

9TH FLOOR

01-ULP-

8A-222A

01-ULP-

8B-245A

01-ULP-

9A-225A

01-ULP-

9B-227A

SEE DRAWING B01-E501

FOR CONTINUATION

3#3, 1#3/0 NEUTRAL, 1#8 GROUND, 1-1/2" C.

PROVIDE BUSWAY SWITCH IN EXISTING

AVAILABLE BUSWAY IN ELECTRICAL

ROOM 7B-302B. EXISTING BUSWAY IS

WESTINGHOUSE POW-R-WAY.

3#3, 1#3/0 NEUTRAL, 1#8 GRD, 1-1/2" C.

3#6, 1#8 GRD, 1" C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

6 South Old Orchard Ave, Saint Louis, MO 63119 T: 800.404.7677 www.introba.com

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B01-E502

PARTIAL ELECTRICAL ONE-LINE

DIAGRAM A-SIDE

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

03/31/23 MG BM

B01

NTS1

PARTIAL ELECTRICAL ONE-LINE DIAGRAM

BASEMENT LEVEL

1ST FLOOR

2ND FLOOR

30A 60A 150A I

400A

LSI

SPD

60A 60A 60A 150A I

150A I

150A I

80KW UPS CABINET

WITH FOUR

BREAKER BYPASS

CABINET

UPS ACCESSORY CABINET

WITH K-13 OUTPUT

TRANSFORMER AND

OUTPUT CIRCUIT BREAKER

INTEGRATED BATTERY

CABINET, DC CIRCUIT

BREAKER, AND

MONITORING SYSTEM

01-UPS-2B-304C-PNLBD-B

400A MCB

208Y/120V

3PH, 4W

30A 100A I

100A I

100A I

100A I

100A I

100A I

100A I

100A I

3#2/0, 1#6 GRD, 1-1/2" C. 3#3/0, 1#6 GRD, 2" C.

400A I

3#500, 2#500 NEUTRAL

1#3 GRD, 3" C.

2#1/0, 1#4 GRD, 1-1/2" C.

SPD

REMOTE

EPO

UPS ACCESSORY CABINET

WITH K-13 OUTPUT

TRANSFORMER AND

OUTPUT CIRCUIT BREAKER

INTEGRATED BATTERY

CABINET, DC CIRCUIT

BREAKER, AND MONITORING

SYSTEM

01-UPS-1C-136-PNLBD-B

400A MCB

208Y/120V

3PH, 4W

30A 100A I

100A I

100A I

100A I

100A I

100A I

100A I

100A I

3#2/0, 1#6 GRD, 1-1/2" C.

400A I

SPD

REMOTE

EPO

3#3/0, 1#6 GRD, 2" C.

3#500, 2#500 NEUTRAL,

1#3 GRD, 3" C.

2#1/0, 1#4 GRD, 1-1/2" C.

3RD FLOOR

4TH FLOOR

80KW UPS CABINET

WITH FOUR

BREAKER BYPASS

CABINET

5TH FLOOR

UPS ACCESSORY CABINET

WITH K-13 OUTPUT

TRANSFORMER AND

OUTPUT CIRCUIT BREAKER

INTEGRATED BATTERY

CABINET, DC CIRCUIT

BREAKER, AND MONITORING

SYSTEM

01-UPS-4B-304C-PNLBD-B

250A MCB

208Y/120V

3PH, 4W

30A 100A I

100A I

100A I

100A I

100A I

100A I

100A I

100A I

250A I

SPD

REMOTE

EPO

3#6, 1#10 GRD, 3/4" C.

3#1/0, 2#1/0 NEUTRAL

1#6 GRD, 2" C.

2#2/0, 1#4 GRD, 1-1/2" C.

40KW UPS CABINET

WITH FOUR

BREAKER BYPASS

CABINET

01-ULP-

BA-216B

01-ULP-

BB-221B

01-ULP-

BC-216B

01-ULP-

BC-250B

01-ULP-

1A-148B

01-ULP-

1B-238B

01-ULP-

1C-140B

01-ULP-

2A-281B

01-ULP-

2B-205B

01-ULP-

2C-112B

01-ULP-

3A-320B

01-ULP-

3B-139AB

01-ULP-

4A-322B

01-ULP-

4C-234B

01-UPS-BB-312B-DP-B

400A

480Y/277V

3PH, 4W

SEE DRAWING B01-E504

FOR CONTINUATION

SEE DRAWING B01-E504

FOR CONTINUATION

01-ULP-

4B-252B

TO SUBSTATION A

3#3, 1#3/0 NEUTRAL, 1#8 GROUND, 1-1/2" C.

3#3, 1#3/0 NEUTRAL, 1#8 GROUND, 1-1/2" C.

3#3, 1#3/0 NEUTRAL, 1#8 GROUND, 1-1/2" C.

3#4, 1#8 GRD, 1" C.

100A I

60A 60A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

6 South Old Orchard Ave, Saint Louis, MO 63119 T: 800.404.7677 www.introba.com

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B01-E503

PARTIAL ELECTRICAL ONE-LINE

DIAGRAM B-SIDE

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

03/31/23 MG BM

B01

NTS1

PARTIAL ELECTRICAL ONE-LINE DIAGRAM

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

6 South Old Orchard Ave, Saint Louis, MO 63119 T: 800.404.7677 www.introba.com

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B01-E600

ELECTRICAL LIGHTING

SCHEDULES

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

03/31/23 MG BM

B01

17 LEDS SHALL HAVE A MINIMUM COLOR RENDERING INDEX (CRI) OF 90 AND SHALL HAVE COLOR TEMPERATURE OF 4000K, U.O.N.

16. VERIFY COMPATIBILITY OF ALL DIMMING BALLASTS WITH SPECIFIED DIMMING CONTROLS PRIOR TO ORDERING AND PROVIDE APPROPRIATE COMPONENTS TO CREATE A COMPLETE AND FULLY FUNCTIONAL INSTALLATION.

15. WHEN VARYING FROM BASIS-OF-DESIGN LUMINAIRE, PROVIDE A LUMINAIRE UTILIZING ±10% OF THE LED LUMENS INDICATED IN LUMINAIRE SCHEDULE.

14. COMPLETE CATALOG NUMBER MAY NOT BE LISTED. ORDER LUMINAIRE BASED ON DESCRIPTION, PARTIAL CATALOG NUMBER AND SPECIFICATIONS. THE FIRST MANUFACTURER LISTED IS THE BASIS-OF-DESIGN.

13. REFER TO SPECIFICATION SECTION 265100 LIGHTING FOR ADDITIONAL INFORMATION CONCERNING LUMINAIRES, FINISHES, ETC.

12. WHEN LUMINAIRES ARE INSTALLED IN CONTINUOUS ROWS TWO (2) OR MORE, LUMINAIRES SHALL BE APPROVED FOR USE AS WIREWAY.

11. ALL LUMINAIRES SHALL OPERATE AT 120 OR 277 VOLTS OR OTHER VOLTAGE AS REQUIRED BY THE CIRCUITS AND/OR PANELS TO WHICH THEY ARE CONNECTED.

10. FOR LUMINAIRES TYPES WITH PARABOLIC LOUVERS: FOR LUMINAIRES WITH BALLAST COMPARTMENTS PROTRUDING INTO LUMINAIRE, MOUNT COMPARTMENT OVER LOUVERS.

9. IN ALL MECHANICAL ELECTRICAL EQUIPMENT AREAS, CONTRACTOR TO COORDINATE LUMINAIRE LOCATIONS SUCH THAT LIGHT LUMINAIRES RUN PARALLEL TO THE FACE OF THE EQUIPMENT AND OVER AISLES BETWEEN EQUIPMENT.

INSTALL AT EXACT LOCATIONS AND AT EXACT HEIGHT TO ILLUMINATE ALL GAGES, PANELS, CONTROLS, VALVES, ETC. CHAIN HANGING, STEM HANGING, UNISTRUT HANGING, ETC. ARE ACCEPTABLE METHODS.

6. ALL LUMINAIRES SHALL HAVE A U.L. LABEL.

3. REFER TO ARCHITECTURAL DOCUMENTS FOR EXACT MOUNTING LOCATIONS OF LUMINAIRES AND CEILING TYPES.

2. CONTRACTOR IS RESPONSIBLE FOR ALL MISCELLANEOUS HARDWARE, CLIPS, ANGLES, FRAMES, ETC. AS REQUIRED TO MOUNT THE LUMINAIRES IN OR ON THE SURFACES THEY ARE TO BE INSTALLED.

1. ALL LUMINAIRES SHOWN ON THIS SCHEDULE MAY NOT BE USED ON THE VARIOUS PLANS. ALSO, THE USE OF ONLY CERTAIN NUMERICAL SUBSCRIPTS FOR LUMINAIRE TYPES (e.g. H2, H3, A2, A3, etc.) ON THIS PROJECT DOES NOT

NECESSARILY MEAN THAT ON H1 OR A1 IS USED OR MISSING.

LUMINAIRE SCHEDULE GENERAL NOTES:

LUMINAIRE SCHEDULE

PLAN MARK DESCRIPTION MANUFACTURER REMARKS LAMP TYPE LED LUMENS WATTAGE VOLTAGE

A 2'X4' DIRECT/INDIRECT, 90CRI, 4000K LITHONIA 2BLT4 SERIES

2BLT4-60L-ADP-EZ1

LED 6000 48 W

AE SAME AS TYPE A WITH 14W, 90 MINUTE EMERGENCY BATTERY BACKUP LITHONIA 2BLT4 SERIES

2BLT4-60L-ADP-EZ1-EL14L

LED 6000 48 W UNIVERSAL

B 4' STRIP WITH WIREGUARD, 90CRI, 4000K LITHONIA CLX SERIES

CLX-L48-SEF-WDL-MVOLT-GZ10-40K-90CRI-WGCLX48

LED 7000 49 W UNIVERSAL

BE SAME AS TYPE B WITH 10W, 90 MINUTE EMERGENCY BATTERY BACKUP LITHONIA CLX SERIES

CLX-L48-SEF-WDL-MVOLT-GZ10-40K-90CRI-PS1050-WGCLX48

LED 7000 49 W UNIVERSAL

D 2' WALLBRACKET, 90 CRI, 4000K LITHONIA FMVTSL SERIES LED 1400 18 W UNIVERSAL

FE EXTERIOR WALL SCONCE, 70 CRI, 4000K LITHONIA WPX LED SERIES LED 6000 47 W

G1 25' CONCRETE POLE, PAINTED BLACK WITH TWIN HEAD AREA LIGHT AT 180

DEGREES, TYPE III DISTRIBUTION, 70 CRI, 4000K

COOPER GALN GALLEON II SERIES LED 7000 PER

HEAD

250 W 120 V

G2 25' CONCRETE POLE, PAINTED BLACK WITH TWIN HEAD AREA LIGHT AT 180

DEGREES, TYPE IV FORWARD THROW DISTRIBUTION

COOPER GALN GALLEON II SERIES LED 7000 PER

HEAD

250 W 120 V

G3 25' CONCRETE POLE, PAINTED BLACK WITH TWIN HEAD AREA LIGHT AT 90

DEGREES, TYPE III DISTRIBUTION

COOPER GALN GALLEON II SERIES LED 7000 PER

HEAD

250 W 120 V

X UNIVERSAL MOUNT EXIT SIGN WITH 90 MINUTE BATTERY BACKUP AND SELF

DIAGNOSTICS

LITHONIA LQM SERIES LED -- 1 W UNIVERSAL

Y TWIN HEAD EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACKUP AND SELF

DIAGNOSTICS

LITHONIA ELM6L SERIES LED 1100 6 W 120 V

LIGHTING CONTROL SEQUENCE

S - "INDIVIDUAL ZONE WALL CONTROLLER". REFER TO FLOOR PLAN FOR QUANTITY OF ZONES SHOWN IN THE AREA. EACH ZONE SHALL HAVE A ITS OWN INDEPENDENT CONTROLLER WITHIN THE WALL CONTROLLER.

D - "INDIVIDUAL DIMMING ZONE WALL CONTROLLER". EACH ZONE SHALL ITS OWN INDEPENDENT CONTROLLER CAPABLE OF ON, OFF AND DIMMING WITIN THE WALL CONTROLLER. REFER TO FLOOR PLAN FOR QUANTITY OF ZONES SHOWN IN THE AREA.

P -"PRESET SCENE CONTROLLER". NUMBER INDICATES QUATITY OF PRESET SCENE CONTROLS. EACH PRESET SCENE SHALL EACH BE CAPABLE OF TURNING SCENE ON, OFF AND DIM.

DL Ft. Cd. - "DAY LIGHT PHOTO SENSOR". MUST AUTOMATICALLY DIM INDICATED LUMNINAIRES SHOWN ON FLOOR PLANS WITH DAY LIGHT ZONES. MAINTAIN MAXIMUM FOOT CANDLE RATING INDICATED AS MEASURED FROM +30" AFF.

MAN - MANUAL CONTROL. OCC - OCCUPANCY ON AND / OR VACANCY OFF. TC - TIME CLOCK. ETD - EMERGENCY TRANSFER DEVICE.

SEQUENCE ID AREA DESCRIPTION

WALL AUTOMATIC CONTROLS

DL

Ft. Cd. ETD REMARKS

CONTROLLER ON (X=100%) OFF (X=0%)

S D P MAN OCC TC MAN OCC TC

LC01 TELECOM/SERVER - X - - 100% - X - - - -

LC02 ELECTRICAL/MECHANICAL/FIRE X - - X - - X - - - -

LC03 CORRIDORS X - - - 100% - - 50% - - -

LC04 RESTROOMS X - - - X - - X - - -

LC05 STORAGE/JANITOR - X - X X - - X - - -

LC06 OFFICES - X - X 50% - - X - - -

LC07 EXTERIOR LIGHTING - PHOTOCELL/ TIME SWITCH - - - - - X - - X - - ON WITH PHOTOCELL

UNIVERSAL

UNIVERSAL

UNIVERSAL

LIGHTING CONTROL NOTES:

1. LIGHT FIXTURE SHOP DRAWING AND LIGHTING CONTROL SHOP DRAWING SUBMITTAL SHALL BE SUBMITTED AT THE SAME TIME. APPROVAL WILL NOT BE

GRANTED UNTIL BOTH ARE REVIEWED.

2. THE LIGHTING CONTROL SYSTEM SCHEDULE SHALL BE CONSIDERED A PERFORMANCE CRITERIA. PROVIDE ALL CONTROL DEVICES, WIRING, RACEWAY, PROGRAMMING, AND LABOR AS REQUIRED TO OBTAIN THE SEQUENCES IDENTIFIED FOR EACH SPACE.

3. PROVIDE CONTROL DRAWINGS, SEQUENCE DESCRIPTIONS, PUSHBUTTON CONFIGURATIONS (WITH LIGHITNG LOADS IDENTIFIED) AND WIRING DIAGRAMS INDICATING THE PROPOSED LIGHTING CONTROLS WITHIN THE SHOP DRAWING SUBMITTAL FOR APPROVAL.

4. COORDINATE ALL BUTTON ENGRAVING WITH OWNER PRIOR TO ORDERING.

5. MOUNT AREA CONTROLLERS AND POWER PACKS ABOVE CEILING, NEAR WALL CONTROLLERS IN THE INTERIOR SIDE OF THE SPACE SERVED. ROOM

CONTROLLERS SERVING CORRIDORS MAY BE LOCATED IN ELECTRICAL ROOMS.

6. PRIOR TO CONSTRUCTION CLOSEOUT, DEMONSTRATE LIGHTING CONTROLS TO OWNER FOR FINAL APPROVAL. MODIFY PROGRAMMING AND ILLUMINATION

AS REQUIRED TO MEET OWNERS FINAL REQUIREMENTS.

7. EACH SWITCH LEG SHOWN ON LIGHTING DRAWINGS IS A ZONE, PROVIDE A TOGGLE/DIMMER SWITCH FOR EACH SWITCH LEG/ZONE SHOWN ON LIGHTING

FLOOR PLANS.

LUMINAIRE SCHEDULE GENERAL NOTES:

1. LUMINAIRE SCHEDULE APPLIES TO ALL BUILDINGS.

2. UNLESS OTHERWISE STATED IN REMARKS. ALL FIXTURES ARE LED.

3. LIGHT FIXTURE SHOP DRAWING AND LIGHTING CONTROL SHOP DRAWING SUBMITTAL SHALL BE SUBMITTED AT THE SAME TIME. APPROVAL WILL NOT BE GRANTED UNTIL BOTH ARE REVIEWED.

4. REFER TO ARCHITECTURAL DOCUMENTS FOR EXACT MOUNTING LOCATIONS OF LUMINAIRES AND CEILING TYPES.

5. ALL RECESSED DOWNLIGHTS SHALL HAVE SELF-FLANGED REFLECTORS U.O.N. AND SHALL BE INSTALLED SO THAT THE BOTTOM OF THE THROAT IS EVEN WITH THE FINISHED CEILING PLANE. THE OVERLAPPING FLANGE MUST THEN FIT FLUSH TO THE CEILING PLANE/THROAT. NO LIGHT LEAK MUST BE VISIBLE. ALL MISCELLANEOUS HARDWARE ABOVE THE CEILING PLANE TO ACCOMPLISH THE ABOVE SHALL BE INCLUDED IN THE BASE BID.

6. ALL LUMINAIRES SHALL HAVE A U.L. LABEL.

7. IN ALL MECHANICAL ELECTRICAL EQUIPMENT AREAS, CONTRACTOR TO COORDINATE LUMINAIRE LOCATIONS SUCH THAT LIGHT LUMINAIRES RUN PARALLEL TO THE FACE OF THE EQUIPMENT AND OVER AISLES BETWEEN EQUIPMENT. INSTALL AT EXACT LOCATIONS AND AT EXACT HEIGHT TO ILLUMINATE ALL GAGES, PANELS, CONTROLS, VALVES, ETC. CHAIN HANGING, STEM HANGING, UNISTRUT HANGING, ETC. ARE ACCEPTABLE METHODS.

8. WHEN LUMINAIRES ARE INSTALLED IN CONTINUOUS ROWS OF TWO (2) OR MORE, LUMINAIRES SHALL BE APPROVED FOR USE AS WIREWAY.

9. COMPLETE CATALOG NUMBER IN THIS LIGHT FIXTURE SCHEDULE ARE NOT BE LISTED. ORDER LUMINAIRE BASED ON DESCRIPTION, PARTIAL CATALOG NUMBER AND SPECIFICATIONS. THE MANUFACTURER LISTED IS THE

BASIS-OF-DESIGN.

10. VERIFY COMPATIBILITY OF ALL DIMMING DRIVERS WITH SPECIFIED DIMMING CONTROLS PRIOR TO ORDERING AND PROVIDE APPROPRIATE COMPONENTS TO CREATE A COMPLETE AND FULLY FUNCTIONAL INSTALLATION.

11. ALL LUMINAIRES SHOWN ON THIS SCHEDULE MAY NOT BE USED ON THE VARIOUS PLANS. ALSO, THE USE OF ONLY CERTAIN NUMERICAL SUBSCRIPTS FOR LUMINAIRE TYPES (e.g. H2, H3, A2, A3, etc.) ON THIS PROJECT DOES

NOT NECESSARILY MEAN THAT ON H1 OR A1 IS USED OR MISSING.

12. CONTRACTOR IS RESPONSIBLE FOR ALL MISCELLANEOUS HARDWARE, CLIPS, ANGLES, FRAMES, ETC. AS REQUIRED TO MOUNT THE LUMINAIRES IN OR ON THE SURFACES THEY ARE TO BE INSTALLED.

13. WHEN VARYING FROM BASIS-OF-DESIGN LUMINAIRE, PROVIDE A LUMINAIRE UTILIZING ±10% OF THE LED LUMENS INDICATED IN LUMINAIRE SCHEDULE.

14. REFER TO SPECIFICATION SECTION 265100 LIGHTING FOR ADDITIONAL INFORMATION CONCERNING LUMINAIRES, FINISHES, DRIVERS, ETC.

15. ALL LUMINAIRES SHALL OPERATE AT 120 OR 277 VOLTS OR OTHER VOLTAGE AS REQUIRED BY THE CIRCUITS AND/OR PANELS TO WHICH THEY ARE CONNECTED.

16. WHEN INSTALLING LUMINAIRES, THE CONTRACTOR SHALL USE THE LUMINAIRE MANUFACTURER'S MOUNTING HARDWARE AND FOLLOW ALL MANUFACTURER'S INSTALLATION DIRECTIONS.

Revisions: Date:

09/01/2023

UNIVERSAL

UNIVERSAL

UNIVERSAL

UNIT

SUB

'G'

UNIT

SUB

'A'

EMERGENCY

PARALLELING

SWITCHGEAR

EXISTING

ESWBD-1

1600A, 480Y/277V

WESTINGHOUSE

POWER LINE C

SWITCHBOARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

6 South Old Orchard Ave, Saint Louis, MO 63119 T: 800.404.7677 www.introba.com

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B01-EN332

ENLARGED ELECTRICAL ROOM

PLANS - ELECTRICAL

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

03/31/23 MG…