Palm_Harbor_UHS_Permit_Set_19_pgs.pdf

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Suite 102 www.phoenixeng.us t.813.963.0888 f.866.335.0109

Engineering License No. 26858

10012 N. Dale Mabry

Tampa, FL 33618

PHOENIX

ENGINEERING GROUP

Mechanical Electrical Plumbing Fire Protection Process Construction Administration

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1112 Channelside Drive Suite CU3 Tampa, FL 33602

p. 813 . 922 . 2804 Florida Lic. No. AA26002908

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AutoCAD SHX Text ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY PHOENIX ENGINEERING GROUP INC. (PHOENIX) AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF PHOENIX. PHOENIX SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING, WITHOUT LIMITATION, THE COPYRIGHT THERETO.

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CONFIDENTIAL

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DRAWING TITLE:

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DRAWING NUMBER:

AutoCAD SHX Text 02-25-25

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DATE:

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DRAWN BY:

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CHECKED BY:

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PROJECT #:

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SEAL:

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REVISION HISTORY:

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CONSULTANTS:

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02-25-2025 100% OWNER REVIEW

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04-10-2025 PERMIT SUBMITTAL

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RMH

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AutoCAD SHX Text STRUCTURAL NOTES: 1. WORK DETAILED ON THE DRAWINGS AND APPLICABLE ITEMS DESCRIBED IN THE GENERAL STRUCTURAL NOTES. WORK DETAILED ON THE DRAWINGS AND APPLICABLE ITEMS DESCRIBED IN THE GENERAL STRUCTURAL NOTES. DRAWINGS AND SPECIFICATIONS 1. DO NOT SCALE DRAWINGS FOR DIMENSIONS NOT GIVEN. DO NOT SCALE DRAWINGS FOR DIMENSIONS NOT GIVEN. 2. ADVISE ENGINEER OF DIMENSIONAL DISCREPANCIES. ADVISE ENGINEER OF DIMENSIONAL DISCREPANCIES. 3. VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. 4. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. CONSTRUCTION SAFETY 1. THESE DRAWINGS DO NOT INCLUDE PROVISIONS TO SATISFY SAFETY REQUIREMENTS. CONTRACTOR IS SOLELY THESE DRAWINGS DO NOT INCLUDE PROVISIONS TO SATISFY SAFETY REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING SAFETY DURING CONSTRUCTION AND FOR CONFORMANCE TO ALL APPLICABLE OSHA STANDARDS. JOBSITE VISITS BY ENGINEER SHALL NOT CONSTITUTE APPROVAL, AWARENESS OR LIABILITY FOR ANY HAZARDOUS CONDITIONS. SHORING AND SUPPORT 1. WHEN REMOVAL OF STRUCTURAL ELEMENTS FOR MODIFICATIONS MAY CAUSE TEMPORARY WEAKNESS, EXCESSIVE WHEN REMOVAL OF STRUCTURAL ELEMENTS FOR MODIFICATIONS MAY CAUSE TEMPORARY WEAKNESS, EXCESSIVE DEFLECTIONS OR STRUCTURAL INSTABILITY, SHORING OR OTHER SUITABLE SUPPORTS SHALL BE PROVIDED UNTIL COMPLETION AND ADEQUATE CURING OF MODIFICATIONS. 2. THE CONTRACTOR SHALL SUBMIT CUT SHEETS WITH CERTIFIED CAPACITIES FOR SHORING TO BE USED. SHORING PLANS THE CONTRACTOR SHALL SUBMIT CUT SHEETS WITH CERTIFIED CAPACITIES FOR SHORING TO BE USED. SHORING PLANS SHALL BE PREPARED, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. VALUE ENGINEERING 1. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. FIELD MODIFICATIONS 1. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 2. ANY CHANGES MADE WITHOUT PRIOR APPROVAL ARE SUBJECT TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL ANY CHANGES MADE WITHOUT PRIOR APPROVAL ARE SUBJECT TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE SKETCHES, PHOTOGRAPHS AND WRITTEN DESCRIPTION OF EACH DEVIATION FROM THE PLANS FOR THE ENGINEER'S REVIEW. BUILDING CODES AND SPECIFICATIONS 1. FLORIDA BUILDING CODE 8TH EDITION (2023). FLORIDA BUILDING CODE 8TH EDITION (2023). 2. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-22. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-22. 3. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-13 / ASCE 5-13 / TMS 402/602-16. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-13 / ASCE 5-13 / TMS 402/602-16. 4. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318-19. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318-19. 5. AISC MANUAL OF STEEL CONSTRUCTION, 15TH EDITION. AISC MANUAL OF STEEL CONSTRUCTION, 15TH EDITION. 6. AWS STRUCTURAL WELDING CODE D1.1-2020. AWS STRUCTURAL WELDING CODE D1.1-2020. 7. ALUMINUM DESIGN MANUAL, FEBRUARY 2020. ALUMINUM DESIGN MANUAL, FEBRUARY 2020. 18. FLORIDA BUILDING CODE EXISTING BUILDING, ALTERATION LEVEL: REPAIR FLORIDA BUILDING CODE EXISTING BUILDING, ALTERATION LEVEL: REPAIR DESIGN LOADS 1. DEAD LOADS DEAD LOADS a. TABLE C3-1: MINIMUM DESIGN LOADS, ASCE 7-22 TABLE C3-1: MINIMUM DESIGN LOADS, ASCE 7-22 2. LIVE LOADS LIVE LOADS a. ROOF ..........................................................20 PSF ROOF ..........................................................20 PSF 3. WIND LOAD WIND LOAD a. ULTIMATE DESIGN WIND SPEED, V …………...152 MPH (3 SECOND GUST) ULTIMATE DESIGN WIND SPEED, V …………...152 MPH (3 SECOND GUST) ULT...152 MPH (3 SECOND GUST) b. NOMINAL DESIGN WIND SPEED, V ……….....118 MPH (3 SECOND GUST) NOMINAL DESIGN WIND SPEED, V ……….....118 MPH (3 SECOND GUST) ASD.....118 MPH (3 SECOND GUST) c. EXPOSURE CATEGORY…….…………C EXPOSURE CATEGORY…….…………C .…………C C d. ASCE 7-22 RISK CATEGORY……….…III ASCE 7-22 RISK CATEGORY……….…III .…III III 4. SNOW LOADS SNOW LOADS a. GROUND - SNOW LOAD………………..Pg = 4 PSF GROUND - SNOW LOAD………………..Pg = 4 PSF ..Pg = 4 PSF b. SNOW LOAD IMPORTANCE CATEGORY……..Is = 1.0 SNOW LOAD IMPORTANCE CATEGORY……..Is = 1.0 ..Is = 1.0 5. SEISMIC SEISMIC a. MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss=0.067, S1=0.031 MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss=0.067, S1=0.031 b. SITE CLASS = DEFAULT SITE CLASS = DEFAULT c. SPECTRAL RESPONSE COEFFICIENTS, SDS=0.0, SD1=0.044 SPECTRAL RESPONSE COEFFICIENTS, SDS=0.0, SD1=0.044 d. SEISMIC DESIGN CATEGORY = A SEISMIC DESIGN CATEGORY = A SHALLOW SPREAD FOUNDATIONS 1. SHALLOW FOUNDATION DESIGN BASED ON 2000 PSF MINIMUM ALLOWABLE BEARING PRESSURE. THIS VALUE SHALL BE SHALLOW FOUNDATION DESIGN BASED ON 2000 PSF MINIMUM ALLOWABLE BEARING PRESSURE. THIS VALUE SHALL BE VERIFIED BY THE CONTRACTOR. 2. NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSUITABLE OR UNSTABLE SOILS OR MATERIALS OR CONDITIONS NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSUITABLE OR UNSTABLE SOILS OR MATERIALS OR CONDITIONS NOT PREVIOUSLY ANTICIPATED. 3. CONTRACTOR SHALL CONSIDER THE POSSIBLE IMPACT OF GROUNDWATER ON CONSTRUCTION TECHNIQUES, SEASONAL CONTRACTOR SHALL CONSIDER THE POSSIBLE IMPACT OF GROUNDWATER ON CONSTRUCTION TECHNIQUES, SEASONAL VARIATIONS, ANY OTHER SITE INDICATORS AND HIS OWN JUDGMENT. 4. SOIL DIRECTLY BELOW FOUNDATIONS AND SLAB ON GRADE SHALL BE COMPACTED TO 98% OF THE ASTM D 1557 SOIL DIRECTLY BELOW FOUNDATIONS AND SLAB ON GRADE SHALL BE COMPACTED TO 98% OF THE ASTM D 1557 (MODIFIED PROCTOR) MAXIMUM DRY DENSITY. 5. PREPARE SITE AND SOILS IN ACCORDANCE WITH A GEOTECHNICAL INVESTIGATION REPORT. PREPARE SITE AND SOILS IN ACCORDANCE WITH A GEOTECHNICAL INVESTIGATION REPORT. 6. A QUALIFIED LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING CONSTRUCTION TO A QUALIFIED LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING CONSTRUCTION TO INSPECT FOUNDATION EXCAVATION AND INSPECT AND MONITOR PLACEMENT OF COMPACTED FILL. CONCRETE SLAB ON GRADE 1. THE INTENDED USE OF THE SLAB ON GRADE IS FOR LIGHT INDUSTRIAL ONLY. THE INTENDED USE OF THE SLAB ON GRADE IS FOR LIGHT INDUSTRIAL ONLY. 2. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 4000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 4000 PSI 3. MINIMUM THICKNESS: 6 INCHES MINIMUM THICKNESS: 6 INCHES 4. MAXIMUM SLUMP AT POINT OF DELIVERY: 5 INCHES MAXIMUM SLUMP AT POINT OF DELIVERY: 5 INCHES 5. MAXIMUM AGGREGATE SIZE: 1 INCH MAXIMUM AGGREGATE SIZE: 1 INCH 6. ENTRAINED AIR CONTENT: 4.5% ENTRAINED AIR CONTENT: 4.5% 7. WELDED WIRE FABRIC SHALL BE WWF 6X6-W2.9XW2.9, UNLESS OTHERWISE NOTED, CONFORMING TO ASTM A 185. WELDED WIRE FABRIC SHALL BE WWF 6X6-W2.9XW2.9, UNLESS OTHERWISE NOTED, CONFORMING TO ASTM A 185. 8. THE WELDED WIRE FABRIC SHALL BE PLACED IN THE CENTER OF THE DEPTH OF SLAB ON GRADE UNLESS OTHERWISE THE WELDED WIRE FABRIC SHALL BE PLACED IN THE CENTER OF THE DEPTH OF SLAB ON GRADE UNLESS OTHERWISE NOTED. ALL MESH JOINTS SHALL BE LAPPED TWO FULL MESHES. 9. INTERRUPT TYPICAL SLAB REINFORCEMENT AT ALL CONSTRUCTION AND EXPANSION JOINTS. INTERRUPT TYPICAL SLAB REINFORCEMENT AT ALL CONSTRUCTION AND EXPANSION JOINTS. 10. CUT ALTERNATE WIRES ALONG THE LINE OF SAW CUT CONTROL JOINTS PRIOR TO PLACING CONCRETE. MAKE SAW CUT ALTERNATE WIRES ALONG THE LINE OF SAW CUT CONTROL JOINTS PRIOR TO PLACING CONCRETE. MAKE SAW CUTS WITHIN 12 HOURS OF CONCRETE PLACEMENT, OR AS SOON AS CUTTING CAN BE DONE SUCH THAT THE SAW BLADE DOES NOT DISLODGE AGGREGATE AND THE EDGES OF THE CUT DO NOT RAVEL. 11. PROVIDE ½" PREFORMED EXPANSION JOINT MATERIAL WHERE SLAB ABUTS VERTICAL SURFACES SUCH AS WALLS AND PROVIDE ½" PREFORMED EXPANSION JOINT MATERIAL WHERE SLAB ABUTS VERTICAL SURFACES SUCH AS WALLS AND COLUMNS. 12. PROVIDE TERMITE PROTECTION TO SOIL PER FLORIDA BUILDING CODE 8 EDITION (2023) BEFORE SLAB PLACEMENT. PROVIDE TERMITE PROTECTION TO SOIL PER FLORIDA BUILDING CODE 8 EDITION (2023) BEFORE SLAB PLACEMENT. TH EDITION (2023) BEFORE SLAB PLACEMENT. 13. PROVIDE VAPOR RETARDER UNDER ALL SLABS ON GRADE IN ENCLOSED SPACE. PROVIDE VAPOR RETARDER UNDER ALL SLABS ON GRADE IN ENCLOSED SPACE. 14. APPLY CURING COMPOUND TO SLAB WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID APPLY CURING COMPOUND TO SLAB WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID MEMBRANE FORMING COMPOUND COMPLYING WITH ASTM C 309 TYPE 1 CLASS A. THE COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 15. THE CONTRACTOR SHALL CONFIRM THAT THE CURING COMPOUND WILL NOT INTERFERE WITH THE BONDING OF ANY THE CONTRACTOR SHALL CONFIRM THAT THE CURING COMPOUND WILL NOT INTERFERE WITH THE BONDING OF ANY APPLIED FLOOR SURFACE. IF THE CURING COMPOUND IS FOUND TO INTERFERE WITH BONDING, THE USE OF WET BURLAP AND TRICKLE HOSES IS ACCEPTABLE. 16. FOR LARGE SLABS, IT IS RECOMMENDED THAT THE SLAB BE CAST IN ALTERNATING LONG STRIPS AND SAW CUT FOR LARGE SLABS, IT IS RECOMMENDED THAT THE SLAB BE CAST IN ALTERNATING LONG STRIPS AND SAW CUT TRANSVERSELY TO MINIMIZE SHRINKAGE CRACKING. PORTLAND CEMENT CONCRETE 1. CONCRETE PROPERTIES CONCRETE PROPERTIES a. MINIMUM 28-DAY COMPRESSIVE STRENGTH, f'c = 4,000 PSI MINIMUM 28-DAY COMPRESSIVE STRENGTH, f'c = 4,000 PSI b. WATER CEMENT RATIO, W/C NOT TO EXCEED 0.50 WATER CEMENT RATIO, W/C NOT TO EXCEED 0.50 c. 1 ½” MAX. NOMINAL DIAMETER OF COARSE AGGREGATE 1 ½” MAX. NOMINAL DIAMETER OF COARSE AGGREGATE MAX. NOMINAL DIAMETER OF COARSE AGGREGATE d. CEMENT TYPE I OR II CEMENT TYPE I OR II e. FOUNDATIONS 4000 PSI, 3" TO 5" SLUMP FOUNDATIONS 4000 PSI, 3" TO 5" SLUMP f. FILLED CELLS IN CMU 3000 PSI, 8" TO 11" SLUMP, 3/8" PEA GRAVEL FILLED CELLS IN CMU 3000 PSI, 8" TO 11" SLUMP, 3/8" PEA GRAVEL g. SLABS ON GRADE 4000 PSI, 3" TO 5" SLUMP (LIGHT INDUSTRIAL TRAFFIC USE ONLY) SLABS ON GRADE 4000 PSI, 3" TO 5" SLUMP (LIGHT INDUSTRIAL TRAFFIC USE ONLY) 2. FLY ASH SHALL NOT EXCEED 20 PERCENT BY WEIGHT OF TOTAL CEMENT, IF USED. FLY ASH SHALL NOT EXCEED 20 PERCENT BY WEIGHT OF TOTAL CEMENT, IF USED. 3. CONTRACTOR SHALL STRICTLY ADHERE TO SLUMP LIMITS. SUPERPLASTICIZER MAY BE USED AT THE CONTRACTORS CONTRACTOR SHALL STRICTLY ADHERE TO SLUMP LIMITS. SUPERPLASTICIZER MAY BE USED AT THE CONTRACTORS OPTION TO INCREASE WORKABILITY. 4. MAXIMUM MIXING TIME (FROM BATCHING TO PLACEMENT) MAXIMUM MIXING TIME (FROM BATCHING TO PLACEMENT) a. AIR TEMPERATURE LESS THAN 85° F: 90 MINUTES AIR TEMPERATURE LESS THAN 85° F: 90 MINUTES b. AIR TEMPERATURE 85° F TO 90° F: 75 MINUTES AIR TEMPERATURE 85° F TO 90° F: 75 MINUTES c. AIR TEMPERATURE OVER 90° F: 60 MINUTES AIR TEMPERATURE OVER 90° F: 60 MINUTES 5. MINIMUM COVER FOR REINFORCEMENT MINIMUM COVER FOR REINFORCEMENT a. FOOTINGS, 3 INCHES TO BOTTOM AND UNFORMED SIDES, 2 INCHES TO FORMED SIDES FOOTINGS, 3 INCHES TO BOTTOM AND UNFORMED SIDES, 2 INCHES TO FORMED SIDES b. OTHER, 2 INCHES TO MAIN REINFORCING, 1 ½" INCHES TO TIES AND STIRRUPS. OTHER, 2 INCHES TO MAIN REINFORCING, 1 ½" INCHES TO TIES AND STIRRUPS. 6. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD ACCESSORIES DURING CONCRETE PLACEMENT. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD ACCESSORIES DURING CONCRETE PLACEMENT. 7. REINFORCEMENT SHALL BE GRADE 60 CONFORMING TO ASTM A615. REINFORCEMENT SHALL BE GRADE 60 CONFORMING TO ASTM A615. 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 9. DETAIL AND FABRICATE REINFORCEMENT IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE FOR DETAILING DETAIL AND FABRICATE REINFORCEMENT IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. 10. PROVIDE MINIMUM LAP SPLICES PER ACI 318-11 FOR ALL REINFORCING BARS, UNLESS OTHERWISE NOTED. STAGGER PROVIDE MINIMUM LAP SPLICES PER ACI 318-11 FOR ALL REINFORCING BARS, UNLESS OTHERWISE NOTED. STAGGER SPLICES IN ADJACENT BARS AT LEAST 24 INCHES, EXCEPT IN BEAMS AND COLUMNS. 11. IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS STRAIGHT BARS. 12. APPLY CURING COMPOUND TO SLAB WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID APPLY CURING COMPOUND TO SLAB WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID MEMBRANE FORMING COMPOUND COMPLYING WITH ASTM C309 TYPE 1 CLASS A. APPLY IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 13. PROVIDE BENT BARS AT CORNERS OF THE SAME NUMBER AND SIZE AS STRAIGHT BARS. PROVIDE BENT BARS AT CORNERS OF THE SAME NUMBER AND SIZE AS STRAIGHT BARS.

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Suite 102 www.phoenixeng.us t.813.963.0888 f.866.335.0109

Engineering License No. 26858

10012 N. Dale Mabry

Tampa, FL 33618

PHOENIX

ENGINEERING GROUP

Mechanical Electrical Plumbing Fire Protection Process Construction Administration

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1112 Channelside Drive Suite CU3 Tampa, FL 33602

p. 813 . 922 . 2804 Florida Lic. No. AA26002908

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EXISTING FENCE TO REMAIN. PROTECT AS REQUIRED

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2/A3.01(TYP.)

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EXISTING MASONRY WALL TO REMAIN (TYP.)

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SLOPE 18"/FT.

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SLOPE 18"/FT.

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LINE OF THICKENED SLAB EDGE

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NEW GALV. CHAIN LINK FENCE AND POSTS. MATCH ADJACENT FENCE HEIGHT.

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EXISTING MASONRY WALL TO REMAIN (TYP.)

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EXISTING FENCE TO REMAIN. PROTECT AS REQUIRED

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NEW CHILLER. SEE MECHANICAL DWGS.

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MATCH EXIST. (6" MIN.) LIMEROCK BASE (LBR 100) COMPACTED TO 98% MAX. DENSITY

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STABILIZE SUB BASE 6" DEEP 75 P.S.I. FBV (LBR 40) COMPACTED TO 98% MAX. DENSITY

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CHAIN LINK FENCE POST

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12" X 30" DEEPCONC. FOOTING IN SONOTUBE

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PROVIDE SEALANT AT PIPE SLEEVE

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8" CONC. SLAB ON GRADE WITH 2 ROWS TOP & BOT. W/ #5 BARS 12" O.C. EA. WAY

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COMPACTED EARTH

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(2) #5 REBAR#5 REBAR

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3/4" CHAMFER (TYP.)

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NEW ASPHALT

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4 INCHES *

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INCHES AND LARGER

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SLAB

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MOISTURE BARRIER

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LESS THAN

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AutoCAD SHX Text ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY PHOENIX ENGINEERING GROUP INC. (PHOENIX) AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF PHOENIX. PHOENIX SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING, WITHOUT LIMITATION, THE COPYRIGHT THERETO.

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CONFIDENTIAL

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DRAWING TITLE:

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DRAWING NUMBER:

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DATE:

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DRAWN BY:

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CHECKED BY:

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PROJECT #:

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SEAL:

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REVISION HISTORY:

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CONSULTANTS:

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02-25-2025 100% OWNER REVIEW

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04-10-2025 PERMIT SUBMITTAL

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PIPING ELEMENTS/VALVINGDUCTWORK REFERENCE SYMBOLS

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RADIUS ELBOW

NEW DUCTWORK - DUCT SIZE INDICATED

INCLUDES ALLOWANCE FOR ACOUSTIC

LINING WHERE APPLICABLE

EXISTING DUCTWORK TO BE REMOVED

EXISTING DUCTWORK TO REMAIN

DOUBLE LINE

NUMBER GAUGE WITH GAUGE COCK &

SYPHON (STEAM)

CFM

SIZE

MV

AV

FLOW METER-ORIFICE

FLOW METER-VENTURI

AUTOMATIC AIR VENT

(EXTEND DISCHARGE TO

DRAIN)

AUTOMATIC FILL VALVE

MANUAL AIR VENT

EXPANSION LOOP (WxH)W H

GAUGE WITH GAUGE COCK

ELECTRICALLY TRACED PIPING

FLOAT OPERATED CONTROL

VALVE

BASKET STRAINER

VB

TDV TRIPLE DUTY VALVE

VACUUM BREAKER

STEAM TRAP

AQUASTAT

GLOBE VALVE, ANGLE

SI

ZE

CF

M

N

UM

BE

R

R

S

CBV

RELIEF/SAFETY VALVE

FLEXIBLE CONNECTION

TEMPERATURE/PRESSURE

RELIEF VALVE

PRESSURE REDUCING VALVE

(PRV)

SOLENOID VALVE

TWO WAY CONTROL VALVE

THREE WAY CONTROL VALVE

CIRCUIT SETTING BALANCING

VALVE

BALANCING VALVE

GATE VALVE, ANGLE

SWING CHECK VALVE

LIFT CHECK VALVE

BALL VALVE

PLUG VALVE & GAS COCK

BUTTERFLY VALVE

GLOBE VALVE

GATE VALVE

ECCENTRIC REDUCER

PRESSURE TRANSMITTER OR

PRESSURE SWITCH

TEMPERATURE TRANSMITTER

UNION - SCREWED OR

FLANGED

PT/PS

TT

THERMOMETER

FLOW SWITCH

EJ

FS

G

A

EXPANSION JOINT

GUIDE

ANCHOR

TYP

X

STRAINER WITH BLOW OFF

VALVE

DIRECTION OF PITCH-RISE OR

DROP

CONCENTRIC REDUCER

PIPE DROPPING DOWN

TEE OUTLET DOWN

PIPE RISING UP

R

STRAINER

DIRECTION OF FLOW

X

X

X

X-X

EXISTING TO BE DEMOLISHED

PIPE WITH SERVICE ABBREVIATION

NEW WORK

VENT

XX

NOTE: NOT ALL SYMBOLS, NOTES, ABBREVIATIONS AND EQUIPMENT

ABBREVIATIONS INDICATED APPEAR ON THESE CONTRACT DRAWINGS

SHEET NOTE NUMBER

PREPURCHASED EQUIPMENT

TERMINATION POINT OF

DEMOLITION

EXISTING TO REMAIN

X

CONNECT NEW TO

EXISTING

INDICATES REVISION &

NUMBER

INDICATES SECTION NUMBER

INDICATES ON WHICH

DRAWING SECTION APPEARS

LOCATION POINT FOR

COORDINATION BETWEEN

FLOOR PLANS & PIPING

DIAGRAMS (NUMBER)

A

X

X X

EQUIPMENT NUMBER

SI

ZE

CF

M

N

UM

BE

R

D

LINE SYMBOLS

A

A/D ACCESS DOOR

AAV AUTOMATIC AIR VENT

ABV ABOVE

ACC AIR COOLED CHILLER

AD AREA DRAIN (SEE SYMBOLS)

ADR AIR DEVICE TERMINAL

AFF ABOVE FINISHED FLOOR

AFM AIR FILTER MODULE

AHU AIR HANDLING UNIT

ALUM ALUMINUM

AM AIR MEASURING DEVICE

AP ACCESS PANEL

ATC AUTOMATIC TEMPERATURE CONTROL

AVG AVERAGE

AWT AVERAGE WATER TEMPERATURE

B

B BOILER

BD BOILER BLOWDOWN

BDD BACK DRAFT DAMPER

BF BOILER FEEDWATER

BFP BACK FLOW PREVENTOR

BFS BOILER FEED SET

BG BLAST GATE

BLDG BUILDING

BLW BELOW

BM BELL MOUTH

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

C

CAB CIRCUIT BALANCING VALVE

CAP CAPACITY

CBV CONSTANT AIR VOLUME UNIT

CC COOLING COIL

CF CHEMICAL FEED

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFU CHEMICAL FEED UNIT

CH CHILLER

CHP CONCRETE HOUSEKEEPING PAD

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CIP CLEAN IN PLACE

CL CENTER LINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMP COMPRESSOR

CON CONCENTRIC

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

ABBREVIATIONS GENERAL NOTES

CONSULTANTS:

Suite 102 www.phoenixeng.us t.813.963.0888 f.866.335.0109

Engineering License No. 26858

10012 N. Dale Mabry

Tampa, FL 33618

PHOENIX

ENGINEERING GROUP

Mechanical Electrical Plumbing Fire Protection Process Construction Administration

CONFIDENTIAL

ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER

DOCUMENTS AND INSTRUMENTS PREPARED BY PHOENIX ENGINEERING GROUP INC. (PHOENIX) AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF PHOENIX. PHOENIX SHALL RETAIN ALL

COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING, WITHOUT LIMITATION,

THE COPYRIGHT THERETO.

SEAL:

DRAWING TITLE:

DRAWING NUMBER:

DATE:

DRAWN BY: CHECKED BY:

PROJECT #:

GRAPHIC SCALE:

L I CENSE

PROFESS I ONAL ENGI N

EE

R

FLOR IDA

STATE OF

No. 81353CH

AD

DAV ID WEST

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CHAD DAVID WEST, PE ON THE

DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

P A

LM

H

A R

B O

R U

N

IV

E R

S

IT

Y H

IG

H

S C

H O

O L

C H

IL

LE

R R

E P

LA

C

E M

E N

T S

O m ah a

S t, P al m H ar bo r, F

L

M0.01

24-04304/10/2025

JM CDW

MECHANCIAL

LEAD-IN SHEET

CONT' CONTINUATION

CONTR CONTRACTOR

CT COOLING TOWER

CTF COOLING TOWER FILTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV AUTOMATIC CONTROL VALVE

CVS CONTROL VALVE STATION

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D

D DRAIN

DA DEAERATOR

DAMP DAMPER

DB DRY BULB

DC DUST COLLECTOR

DEPT DEPARTMENT

DHU DEHUMIDIFICATION UNIT

DIA DIAMETER

DIAG DIAGRAM

DIFF DIFFERENTIAL

DISCH DISCHARGE

DIV DIVISION

DIW DOWN IN WALL

DL DOOR LOUVER

DN DOWN

DWG DRAWING

DX DIRECT EXPANSION

E

(E) EXISTING

EA EACH

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

ECC ECCENTRIC

ECC ENCLOSURE END CAP

ECG EGGCRATE GRILLE

EDH ELECTRIC DUCT HEATER

EF EXHAUST FAN

EFF EFFICIENCY

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

ENT ENTERING

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERC ENERGY RECLAIM COIL

ES END SWITCH

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

ETC AND SO FORTH

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXPAN EXPANSION

EXT EXTERNAL

F

F FILTER

FA FROM ABOVE

FB FROM BELOW

FC FAIL CLOSED

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FG FILTER GRILLE

FIN FINISHED

FL FLANGE

FLA FULL LOAD AMPS

FLEX FLEXIBLE

FLR FLOOR

FM FLOW METER

FO FAIL OPEN

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FP FIRE PROTECTION

FPH FEET PER HOUR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRICT FRICTION

FS FLOW SWITCH

FT FEET

FT FLASH TANK

FTB FLOOR TO BOTTOM

FTC FLOOR TO CENTERLINE

FTR FINNED TUBE RADIATION

FV FACE VELOCITY

FXC FLEXIBLE CONNECTION

°F DEGREES FAHRENHEIT

G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRILLE

GRS/LB GRAINS PER POUND

GWR GLYCOL WATER RETURN

GWS GLYCOL WATER SUPPLY

H

H HUMIDIFIER

H2O WATER

HB HOSE BIBB

HC HEATING COIL

HD HEAD (SEE SCHEDULES)

HP HORSEPOWER

HP HEAT PUMP

HPC HIGH PRESSURE CONDENSATE

HPS HIGH PRESSURE STEAM

HR HOUR

HT HEIGHT

HTP HEAT TRANSFER PACKAGE

HTR HEATER

HWC HOT WATER CONVERTER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HX HEAT EXCHANGER

HZ HERTZ

I

ID INSIDE DIMENSION

IN INCHES

INCL INCLUDING

INT INTERNAL

INV INVERT

IRH INFRARED HEATER

K

KW KILOWATT

L

L LENGTH

LAT LEAVING AIR TEMPERATURE

LB POUND

LBS/HR POUNDS PER HOUR (#/HR)

LD LINEAR DIFFUSER

LFM LAMINAR FLOW MODULE

LIN LINEAR

LIQ LIQUID

LPC LOW PRESSURE CONDENSATE

LPS LOW PRESSURE STEAM

LRA LOCK ROTOR AMPS

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M

MBH THOUSANDS OF BTU PER HOUR

MC MECHANICAL CONTRACTOR

MED MEDIUM

MFG MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MPC MEDIUM PRESSURE CONDENSATE

MPS MEDIUM PRESSURE STEAM

MTD MOUNTED

MVD MANUAL VOLUME DAMPER

N

N NEW

NC NORMALLY CLOSED

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NORMALLY OPEN

No NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OUTSIDE AIR

OB OFF BOTTOM

OC ON CENTER

OCC OCCUPIED

OD OUTSIDE DIMENSION

OGH OUTSIDE GROUND HYDRANT

OPG OPENING

OS OPEN SITE

OT OFF TOP

OV OUTLET VELOCITY

OZ OUNCE

P

P-BF PUMP - BOILER FEED

P-C PUMP - CONDENSER WATER

P-CF PUMP - CHEMICAL FEED

P-CH PUMP - CHILLED WATER

P-CO PUMP - CONDENSATE

P-CR PUMP - CONDENSATE REMOVAL

P-ER PUMP - ENERGY RECLAIM

P-H PUMP - HOT WATER

P-S PUMP - SPARE

P-TR PUMP - TRANSFER

PART PARTIAL

PC PUMPED CONDENSATE

PCHWR PROCESS CHILLED WATER RETURN

PCHWS PROCESS CHILLED WATER SUPPLY

PD PRESSURE DROP (SEE SCHEDULE)

PDR PLENUM DRAIN

PERF PERFORATED

PH PHASE

PHC PREHEAT COIL

PHE PENTHOUSE

PNEU PNEUMATIC

POS POSITIVE

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PS PRESSURE SWITCH

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

PT PRESSURE TRANSMITTER

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVS POLYVINYL COATED STEEL

Q

QUAN QUANTITY

R

R REGISTER

R RELIEF PIPING

RA RETURN AIR

RAC RUN ABOVE CEILING

RAF RUN ABOVE FLOOR

RAF RETURN AIR FAN

RAH RADIANT HEATER

RATC RUN AT CEILING

RBC RUN BELOW CEILING

RBF RUN BELOW FLOOR

RBG RUN BELOW GRADE

RBJ RUN BETWEEN JOIST

RCP REINFORCED CONCRETE PIPE

RD REFRIGERANT DISCHARGE

RE ROUNDED ENTRANCE/EXIT

REL RELIEF

REQD REQUIRED

RET RETURN

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RICW RUN IN CASEWORK

RIE RUN IN ENCLOSURE

RIW RISE IN WALL

RL REFRIGERANT LIQUID

RLA RATED LOAD AMPS

RM ROOM

ROD ROOF OVERFLOW DRAIN

RPM REVOLUTIONS PER MINUTE

RS REFRIGERANT SUCTION

RTU ROOF TOP UNIT

S

SA SUPPLY AIR

SCH SCHEDULE

SCHEM SCHEMATIC

SF SUPPLY FAN

SH SENSIBLE HEAT

SIP STERILIZE IN PLACE

SP STATIC PRESSURE

SPEC SPECIFICATION

SPHF-R SELF POWERED HEPA FILTER-RETURN

SPHF-S SELF POWERED HEPA FILTER-SUPPLY

SPHR-E SELF POWERED HEPA

FILTER-EXHAUST

SQ SQUARE

SRV SAFETY RELIEF VALVE

SS STAINLESS STEEL

SST SUPPORT STEEL

ST STORAGE TANK

STD STANDARD

STL STEEL

STM STEAM

STP SOUND TRAP

STR STRUCTURAL

SUCT SUCTION

SUP SUPPLY

SYS SYSTEM

T

TAD TRANSFER AIR DUCT

TAF TERMINAL AIR FILTER

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TF TRANSFER FAN

THT TOTAL HEAT

TOT TOTAL

TP TOTAL PRESSURE

TS TEMPERATURE SWITCH

TSP TOTAL STATIC PRESSURE

TT TEMPERATURE TRANSMITTER

TUE TERMINAL UNIT - EXHAUST

TUR TERMINAL UNIT - RETURN

TUS TERMINAL UNIT - SUPPLY

TYP TYPICAL

U

UC UNDERCUT

UH UNIT HEATER

UNOCC UNOCCUPIED

V

V VOLTS OR VENT

VA VALVE

VAV VARIABLE AIR VOLUME UNIT

VB VACUUM BREAKER

VD VOLUME DAMPER

VEL VELOCITY

VI VIBRATION ISOLATOR

VOLT VOLTAGE

VTR VENT THRU ROOF

W

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER COLUMN

WG WATER GAUGE

WT WEIGHT

GENERAL

1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES. THIS IS TO INCLUDE:

- FLORIDA BUILDING CODE-BUILDING, 8TH EDITION (2023)

- FLORIDA BUILDING CODE-ENERGY CONSERVATION, 8TH EDITION (2023)

- FLORIDA BUILDING CODE-MECHANICAL, 8TH EDITION (2023)

- APPLICABLE NFPA CODES, EDITIONS AS REFERRED TO IN THE FLORIDA CODES

- 21 CFR PARTS 210 & 211, CURRENT GOOD MANUFACTURING PRACTICES

- AUTHORITY HAVING JURISDICTION, INCLUDING ADDS/MOVES/CHANGES AS DIRECTED

- OWNER'S INSURANCE CARRIER GUIDELINES

2. ALL ELECTRICAL EQUIPMENT SHALL BE UL CLASSIFIED OR LISTED.

3. THE MECHANICAL CONTRACTOR REFERRED TO HEREAFTER, AS THE "CONTRACTOR" SHALL PROVIDE

COMPLETE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN.

4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO

COMMENCE AND COMPLETE MECHANICAL WORK.

5. CONTRACTOR SHALL CONDUCT A THOROUGH SITE INSPECTION TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND ALL ASPECTS OF HIS SCOPE OF WORK. INSPECTION SHALL BE CONDUCTED

PRIOR TO SUBMITTING A BID.

6. THIS CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. IF DISCREPANCIES OCCUR BETWEEN THESE DOCUMENTS AND EXISTING, THE CONTRACTOR SHALL REPORT SAID DISCREPANCY TO THE OWNER AND/OR ENGINEER FOR EXPEDITING

AND RESOLUTION. CONTINUATION OF WORK BEFORE RESOLUTION IS GIVEN SHALL BE AT THE

CONTRACTORS RISK.

7. THE CONTRACTOR SHALL PROVIDE DROP CLOTHS, RUBBER MATS AND PLYWOOD COVERS FOR OWNERS EQUIPMENT SUSCEPTIBLE TO DAMAGE DURING CONSTRUCTION. VERIFY SPECIFIC LOCATIONS WITH

OWNER'S REPRESENTATIVE.

8. ALL WORK SHALL BE PERFORMED DURING PERIODS ACCEPTABLE TO THE OWNER. SCHEDULE ALL WORK

WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING.

9. ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION OF THIS FACILITY SHALL COMPLY WITH OSHA

GUIDELINES.

10. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS CAUSED BY

PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT.

11. USE OF THE OWNER'S BUILDING CORRIDORS AND ELEVATORS FOR HANDLING AND TRANSPORT OF MATERIALS SHALL BE AT THE DIRECTION OF THE OWNER AND SHALL BE COORDINATED WITH THEIR

OPERATIONS.

12. REFER TO ELECTRICAL DRAWINGS (E DRAWINGS) WHERE APPLICABLE FOR MECHANICAL SCOPE

ASSOCIATED WITH INSTALLATION OF EACH RESPECTIVE SYSTEM.

13. EACH CONTRACTOR SHALL PROVIDE OPENINGS THROUGH THE CONSTRUCTION AND SLEEVES AS REQUIRED FOR HIS WORK. ANY DUCTWORK OR PIPING PASSING THROUGH MASONRY OR CONCRETE WALLS OR FLOORS SHALL BE PROVIDED WITH SLEEVES AS PER CONTRACT DOCUMENTS. FILL THE ANNULAR VOIDS AND MAINTAIN FIRE RATINGS OF ALL PENETRATIONS. PROVIDE UL LISTED SEALANTS AND

DAMPERS AS REQUIRED.

14. IT IS THE INTENTION OF THE DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT INDICATED ON THE DRAWINGS OR ANY INCIDENTAL ACCESSORIES REQUIRED TO MAKE THE WORK COMPLETE TO ALL RESPECTS AND READY FOR OPERATION SHALL BE FURNISHED, DELIVERED AND INSTALLED WITHOUT ADDITIONAL EXPENSE OR TIME TO

THE PROJECT.

15. COORDINATE ALL FINAL CONNECTIONS WITH THE OTHER TRADES AND OWNER FURNISHED EQUIPMENT.

IF THIS CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATION WITH OTHER TRADES OR THE OWNER SO AS TO CAUSE INTERFERENCE WITH THE WORK OF OTHER TRADES, HE SHALL MAKE ALL NECESSARY

CHANGES IN HIS WORK AND CORRECT THE CONDITION WITHOUT EXTRA CHARGE OR SCHEDULE

EXTENSION.

16. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED. ALL ABANDONED PIPE AND EQUIPMENT SHALL BE REMOVED UNLESS

OTHERWISE INDICATED.

17. NO DUCTWORK, PIPING, EQUIPMENT, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, REMOVAL OR DISCONNECTION, SUFFICIENT ADVANCE NOTICE MUST BE GIVEN TO THE OWNER INDICATING WHICH AREAS WILL BE AFFECTED, WHEN THE PROPOSED SHUTDOWN WILL OCCUR, AND FOR HOW LONG A PERIOD OF TIME. ALL ITEMS REMOVED SHALL BECOME PROPERTY OF THE OWNER AND SHALL BE DISPOSED OF AS PER THE OWNER'S INSTRUCTIONS, UNLESS INDICATED OTHERWISE.

18. IF CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE A HAZARDOUS OR QUESTIONABLE MATERIAL, HE

SHALL DISCONTINUE WORK IMMEDIATELY AND CONTACT THE OWNERS REPRESENTATIVE.

DEFINITIONS

1. APPROVED EQUAL: EQUAL IN QUALITY, FEATURES, AND PERFORMANCE AS DETERMINED BY THE DESIGN PROFESSIONAL AND OWNER. EQUALS ARE NOT CONSIDERED APPROVED UNLESS ACKNOWLEDGED IN

WRITING BY THE ENGINEER.

2. FURNISH: UNLESS OTHERWISE NOTED, TO SUPPLY AND DELIVER TO JOB SITE READY FOR INSTALLATION.

3. INSTALL: TO SET IN PLACE FOR USE OR SERVICE. INSTALLATION SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING, AND MISCELLANEOUS APPURTENANCES REQUIRED TO UNCRATE, ASSEMBLE, INSTALL AND PLACE INTO SATISFACTORY OPERATION.

4. PROVIDE: TO FURNISH AND INSTALL COMPLETE AND READY FOR USE.

5. "LISTED AND LABELED": AS DEFINED BY ARTICLE 100 AND 110.3 OF THE NATIONAL ELECTRICAL CODE.

UNLESS OTHERWISE NOTED, UNDERWRITER'S LABORATORIES SHALL BE THE ONLY APPROVED

INDEPENDENT TESTING AGENCY.

QUALITY

1. WORKMANSHIP SHALL BE HIGH QUALITY AND FOLLOW INDUSTRY STANDARDS. SUBSTANDARD WORK WILL BE REJECTED AND REPLACED. THE CONTRACTOR IS LIABLE FOR REPAIR AND REWORK TO RECTIFY SUBSTANDARD WORK. QUALITY OF WORK SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE

AND/OR ENGINEER OF RECORD.

2. TAKE PRECAUTION AGAINST DAMAGE TO ANY EXISTING UTILITIES, FURNISHINGS AND CONSTRUCTION

NOT INCLUDED WITHIN THE SCOPE OF THIS WORK. ANY DAMAGE CAUSED BY THE CONTRACTORS

OPERATION SHALL BE REPAIRED AT HIS EXPENSE COMPLETE AND TO THE SATISFACTION OF THE OWNER.

3. MAINTAIN THE INTEGRITY OF ALL EXISTING SYSTEMS. PRIOR TO CONNECTING NEW WORK TO ANY EXISTING SYSTEM, CONFIRM SYSTEM IDENTIFICATION AND DIRECTION OF FLOW. VERIFY THAT EXISTING DUCTWORK OR PIPING IDENTIFICATION LABELS ARE CORRECT AND PROVIDE ALL INSTALLATION

REQUIREMENTS FOR PROPER CONNECTION TO THE EXISTING SYSTEMS.

4. ALL EQUIPMENT AND MATERIAL SHALL BE LISTED FOR ITS INTENDED APPLICATION. LISTING SHALL BE PROVIDED BY AN INDEPENDENT TESTING COMPANY SUCH AS UNDERWRITERS LABORATORIES (UL).

5. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR DUCTWORK AND PIPING.

DO NOT LEAVE DUCTS OR PIPES OPEN ENDED.

WIND RESISTANCE

1. MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT, SUPPORTS AND ANCHORS AS REQUIRED BY THE FLORIDA BUILDING CODE, SPECIFICALLY CHAPTERS 15 & 16 AND

FLORIDA BUILDING CODE: MECHANICAL, CHAPTER 3. FOR HIGH VELOCITY HURRICANE ZONES,

EQUIPMENT SUBMITTALS MUST INCLUDE THE PROPER WIND RESISTANCE CERTIFICATION AND

ANCHORING DETAILS SIGNED & SEALED BY A LICENSED PROFESSIONAL ENGINEER.

2. ALL FASTENERS AND ANCHORING COMPONENTS MATERIALS SHALL BE STAINLESS STEEL. FIELD

REINFORCING OF EQUIPMENT CASINGS, FAN HOUSINGS AND VENT HOODS MAY BE REQUIRED BY

THE AHJ, THESE DOCUMENTS AND/OR BY WIND CERTIFICATION REQUIREMENTS. TWO (2) TO FOUR

(4) STAINLESS STEEL CABLES ARE RECOMMENDED, DEPENDING ON THE ITEM SIZE AND THE DESIGN WIND CONDITIONS IN THE BUILDING CODE. ALTERNATIVELY, 14 GAUGE, 1-1/2" STRAPS CAN BE USED WITH STAINLESS STEEL LAG SCREWS AS APPROPRIATE FOR THE WIND LOADING. COORDINATE WITH

THE DETAILS PROVIDED HEREIN.

TESTING

1. OWNER SHALL BE RESPONSIBLE FOR TESTING AND BALANCING COORDINATION.

2. TEST AND BALANCE SHALL BE PERFORMED BY A TEST & BALANCE COMPANY WHICH IS A MEMBER OF AABC OR NEBB. THE MECHANICAL CONTRACTOR SHALL HAVE ALL SYSTEMS FULLY INSTALLED AND OPERATIONAL, WITH CLEAN FILTERS, PRIOR TO TEST & BALANCE AND PROVIDE ASSISTANCE

WITH OPERATION AND ACCESS.

3. WHERE EXISTING AIR HANDLING SYSTEMS ARE AFFECTED BY THIS PROJECT (ADDED TO,

PARTIALLY DEMOLISHED OR OTHERWISE MODIFIED) BALANCING CONTRACTOR SHALL TAKE AIR

FLOW (CFM) READINGS ON ALL DUCT WORK SERVING AREAS NOT DIRECTLY AFFECTED BY WORK OF THIS PROJECT BEFORE THE START OF CONSTRUCTION. AFTER CONSTRUCTION, AS PART OF THE AIR

BALANCING FOR NEW WORK, BALANCING CONTRACTOR SHALL BALANCE DUCT SERVING THESE

AREAS TO ORIGINAL CFM QUANTITIES.

4. SUCCESSFULLY PRESSURE TEST ALL REROUTED PIPING SYSTEMS. TEST SHALL BE PERFORMED AT NORMAL SYSTEM OPERATING PRESSURES. REPAIR AND RETEST AS REQUIRED UNTIL SYSTEMS

PROVE TIGHT.

COMMISSIONING

1. THE MECHANICAL CONTRACTOR AND ASSOCIATED SUBCONTRACTOR(S), INCLUDING TEST &

BALANCE AND CONTROLS CONTRACTORS, ARE RESPONSIBLE FOR START-UP OF ALL AFFECTED

HVAC&R SYSTEMS INSTALLED UNDER THIS PROJECT AND SHOWN IN THE CONTRACT DOCUMENTS.

2. COORDINATE START UP AND COMMISSIONING EFFORTS WITH THE OWNER, OWNER'S

COMMISSIONING AGENT, GENERAL CONTRACTOR AND OTHER TRADES INVOLVED IN THE PROJECT.

3. PROVIDE ONE (1) COMPLETE SET OF COMMISSIONING DOCUMENTS FOR EACH HVAC&R SYSTEM TO THE OWNER (I.E. O&M MANUALS, MANUFACTURER'S START UP CHECKLISTS, REPORTS, ETC.).

GUARANTEE

1. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER'S

ACCEPTANCE. THE CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR

WORKMANSHIP AND PAY FOR DAMAGE CAUSED BY FAILURE AND REWORK. THE OWNER WILL GIVE

NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS AFTER DISCOVERY. THE CONTRACTOR SHALL START REWORK WITHIN TEN (10) WORKING DAYS OF NOTIFICATION AND COMPLETE REPAIRS IN A

TIMELY MANNER.

SUBMITTAL DATA AND RECORD DRAWINGS

1. THE MECHANICAL DESIGN IS BASED ON SPECIFIC MANUFACTURERS. WHEREAS SUBSTITUTIONS

ARE PROVIDED IN LIEU OF THAT WHICH IS SPECIFIED, THE CONTRACTOR ASSUMES FULL

RESPONSIBILITY FOR ANY IMPACT TO THE INSTALLATION. CONTRACTOR SHALL VERIFY THAT

SUBSTITUTIONS CAN FUNCTION SATISFACTORILY IN THEIR DESIGNATED SPACE AND CHANGES IN OPERATING CHARACTERISTICS DO NOT DEGRADE THE INSTALLATION OR DEVIATE FROM THE DESIGN

INTENT.

2. SUBMIT MANUFACTURER'S DATA FOR DUCTWORK, PIPE, FITTINGS, VALVES, DAMPERS,

EQUIPMENT, AND OTHER EQUIPMENT SPECIFIED HEREIN. SUBMIT MANUFACTURER'S DATA IN

ELECTRONIC FORMAT (PDF, MS WORD, OR MS EXCEL). SUBMIT SHOP DRAWINGS IN BOOKLET FORM WITH SEPARATE SHEET FOR EACH DEVICE. PROVIDE EQUIPMENT IDENTIFICATION AS DESIGNATED

ON PLANS FOR EACH SHOP DRAWING CUT SHEET SUBMITTED.

3. AT PROJECT COMPLETION THE CONTRACTOR SHALL PROVIDE ONE (1) COMPLETE SET OF REDLINE

RECORD DRAWINGS TO THE ENGINEER FOR TRANSCRIPTION INTO ELECTRONIC FORMAT.

DEMOLITION:

1. PROVIDE MECHANICAL DEMOLITION INCLUDING REMOVAL AND REINSTALLATION OF MECHANICAL ITEMS AS REQUIRED TO EXECUTE WORK BY ALL TRADES RELATED TO THE PROJECT. COORDINATE

WITH THE GENERAL CONTRACTOR.

2. AT THE OWNER'S DISCRETION THE CONTRACTOR SHALL DISPOSE OF REMOVED OR DEMOLISHED

ITEMS NOT TO BE RETAINED BY THE OWNER. THE CONTRACTOR SHALL PROPERLY STORE THOSE

ITEMS TO BE RETAINED BY THE OWNER.

REVISION HISTORY:

(E)HWP

(E)HWP

(E)ET

(E)ET

(E)EF

(E)SCHP

(E)SCHP

(E)SCHP

(E)CHP

(E)CHP

(E)CHP

(E)CHP

(E)HRP

(E)CP

(E)CP

(E)CP

(E)CH

(E)CH

(E)CH

(E)CT

(E)CT

(E)CT

(E)B

(E)EF

(E)ET

(E)HX

(E)CH

(E)AS

(E)BP

3 3

CONSULTANTS:

Suite 102 www.phoenixeng.us t.813.963.0888 f.866.335.0109

Engineering License No. 26858

10012 N. Dale Mabry

Tampa, FL 33618

PHOENIX

ENGINEERING GROUP

Mechanical Electrical Plumbing Fire Protection Process Construction Administration

CONFIDENTIAL

ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER

DOCUMENTS AND INSTRUMENTS PREPARED BY PHOENIX ENGINEERING GROUP INC. (PHOENIX) AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF PHOENIX. PHOENIX SHALL RETAIN ALL

COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING, WITHOUT LIMITATION,

THE COPYRIGHT THERETO.

SEAL:

DRAWING TITLE:

DRAWING NUMBER:

DATE:

DRAWN BY: CHECKED BY:

PROJECT #:

GRAPHIC SCALE:

L I CENSE

PROFESS I ONAL ENGI N

EE

R

FLOR IDA

STATE OF

No. 81353CH

AD

DAV ID WEST

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CHAD DAVID WEST, PE ON THE

DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

P A

LM

H

A R

B O

R U

N

IV

E R

S

IT

Y H

IG

H

S C

H O

O L

C H

IL

LE

R R

E P

LA

C

E M

E N

T S

O m ah a

S t, P al m H ar bo r, F

L

M1.01

24-04304/10/2025

JM CDW

MECHANICAL

DEMOLTION PLAN

— GENERAL DEMOLITION NOTES:

1. THE WORK HEREIN CONSISTS OF PROVIDING EQUIPMENT,

MATERIALS, LABOR AND SERVICES; AND PERFORMING OPERATIONS

REQUIRED TO DEMOLISH EXISTING SYSTEMS SERVING SPACES AS

INDICATED. REMOVALS SHOWN ON THE DRAWINGS GIVE GENERAL

INDICATION ONLY, AND MAY NOT INDICATE FULL EXTENT OF

DEMOLITION REQUIRED.

2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE BIDDING

DOCUMENTS PRIOR TO VISITING THE SITE, TAKE THE BIDDING

DOCUMENTS TO THE SITE, AND THOROUGHLY EXPLORE EXISTING

CONDITIONS AS RELATED TO FULFILLING REQUIREMENTS OF THE

CONTRACT.

3. IF DISCREPANCIES ARE DISCOVERED BETWEEN REQUIREMENTS OF

THE BIDDING DOCUMENTS AND EXISTING CONDITIONS, THE BIDDER

SHALL SO INDICATE TO THE ARCHITECT/ENGINEER A MINIMUM OF

FIVE (5) BUSINESS DAYS PRIOR TO BID SUBMISSION AND AS SUCH

INCORPORATE ANY CLARIFICATIONS INTO THE CONTRACTORS BID.

4. EXTRAS WILL NOT BE CONSIDERED FOR WORK RELATING TO

CONNECTIONS TO OR INTERFERENCE WITH EXISTING SYSTEMS OR

ADAPTABILITY OF NEW SYSTEMS TO EXISTING STRUCTURE.

5. SUBMISSIONS OF PROPOSALS SHALL BE CONSIDERED AS EVIDENCE

THAT THE BIDDERS HAVE VISITED AND EXAMINED THE SITE AS

REQUIRED HEREIN.

6. INCLUDED HEREUNDER, EVEN THOUGH NOT SPECIFICALLY DETAILED

OR DESCRIBED, IS PROVIDING OF EQUIPMENT, LABOR AND SERVICES

TO ENABLE CONTINUED FUNCTIONING OF SERVICES PASSING

THROUGH, OR ORIGINATING IN, THIS PROJECT AREA, BUT SERVE

PORTIONS OF THE FACILITY WHICH ARE TO REMAIN IN OPERATION

OUTSIDE SAID AREA.

7. WHERE SUCH REMOVAL AFFECTS SERVICES TO FIXTURES, OR

EQUIPMENT OUTSIDE CONTRACT AREA, REROUTE SERVICES TO

AFFECTED EQUIPMENT TO ENABLE ITS CONTINUED NORMAL

OPERATION.

a) DEMOLITION WORK SHALL BE SUBJECT TO DIRECTION AND

APPROVAL OF THE ARCHITECT/ENGINEER, OWNER, AND/OR

THE OWNER'S REPRESENTATIVE. DEMOLITION ACTIVITIES

SHALL NOT INTERFERE WITH ACTIVITIES IN OTHER

OPERATIONAL AREAS OF THE FACILITY. REMOVED MATERIALS,

UNLESS OTHERWISE SPECIFICALLY DESIGNATED, SHALL BE

PROMPTLY DISPOSED OF.

b) SHUTDOWNS OR SERVICE INTERRUPTIONS REQUIRED SHALL

BE COORDINATED WITH AND APPROVED BY THE

ARCHITECT/ENGINEER AND OWNER NO LESS THAN TWO (2)

WEEKS BEFORE THEY ARE IMPLEMENTED. SUFFICIENT

ADVANCE NOTICE MUST BE PROVIDED IN WRITING TO THE

OWNER.

8. REMOVED MATERIALS NOT DESIRED BY THE OWNER OR NOT TO BE

RESET BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE

REMOVED FROM THE SITE. UNLESS OTHERWISE NOTED REMOVED

ITEMS REMOVED FOR TURN OVER TO THE OWNER SHALL BE KEPT

CLEAN AND PROPERLY STORED UNTIL RELEASE TO THE OWNER.

9. TEMPORARY BARRIERS WILL BE REQUIRED TO ISOLATE THE

CONSTRUCTION AREAS FROM AREAS TO REMAIN IN OPERATION.

10. PROVIDE HEPA FILTERED EXHAUST UNIT FOR THE CONSTRUCTION

AREA, AND DISCHARGE DIRECTLY TO OUTDOORS, AWAY FROM

EQUIPMENT OUTSIDE AIR INTAKES. MAINTAIN WORK AREA UNDER

NEGATIVE PRESSURE. PROVIDE TEMPORARY ROOM DIFFERENTIAL

PRESSURE GAUGE AND SENSOR FOR THE CONSTRUCTION AREA.

— GENERAL NOTES:

1. FOR PROJECT NOTES, LIST OF SYMBOLS AND ABBREVIATIONS, REFER

TO DRAWING M0.01.

- SHEET NOTES:

1. DEMOLISH PIPING TO POINT INDICATED. LEAVE REMAINING PIPE END

IN SUITABLE CONDITION FOR RECONNECTION.

2. DEMOLISH PIPING BACK TO POINT INDICATED AND CAP REMAINING

OPENING.

3. DEMOLISH EXISTING CHILLER. CAPTURE REFRIGERANT PRIOR TO

DEMOLITION. OWNER TO HAVE FIRST RIGHT OF REFUSAL TO ALL

CAPTURED REFRIGERANT. REFRIGERANT PURGE PIPING TO REMAIN

TO BE REUSED. EXISTING EQUIPMENT PAD SHALL REMAIN.

4. DEMOLISH EXISTING PUMP AND ALL ASSOCIATED PUMP TRIM

INCLUDING ISOLATION VALVES. EXISTING EQUIPMENT PAD SHALL

REMAIN.

5. DEMOLISH EXISTING AIR SEPARATOR.

6. DEMOLISH EXISTING EXPANSION TANK. LEAVE ASSOICATED PIPING

FOR CONNECTION TO REPLACEMENT.

7. DEMOLISH EXISTING CHEMICAL POT FEEDER AND ASSOCIATED PIPING

TO MAINS.

8. ADDITIVE ALTERNATE #1: DEMOLISH EXISTING PUMP AND ALL

ASSOCIATED PUMP TRIM INCLUDING ISOLATION VALVES. EXISTING

EQUIPMENT PAD SHALL REMAIN.

9. ADDITIVE ALTERNATE #2: DEMOLISH EXISTING PUMP AND ALL

ASSOCIATED PUMP TRIM INCLUDING ISOLATION VALVES. EXISTING

EQUIPMENT PAD SHALL REMAIN.

SCALE: 3/16" = 1'-0"

MECHANICAL DEMOLITION PLAN − CHILLED WATER PIPING

A

ADD ALTERNATE #1

ADD ALTERNATE #2

(E)HWP

(E)ET

(E)ET

(E)EF

(E)SCHP

(E)SCHP

(E)SCHP

(E)CHP

(E)CHP

(E)CHP

(E)CHP

(E)HRP

(E)CP

(E)CP

(E)CP

(E)CH

(E)CH

(E)CH

(E)CT

(E)CT

(E)CT

(E)B

(E)EF

(E)ET

(E)HX

(E)CH

(E)AS

(E)AS

(E)BP

2 2

5 5

CONSULTANTS:

Suite 102 www.phoenixeng.us t.813.963.0888 f.866.335.0109

Engineering License No. 26858

10012 N. Dale Mabry

Tampa, FL 33618

PHOENIX

ENGINEERING GROUP

Mechanical Electrical Plumbing Fire Protection Process Construction Administration

CONFIDENTIAL

ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER

DOCUMENTS AND INSTRUMENTS PREPARED BY PHOENIX ENGINEERING GROUP INC. (PHOENIX) AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF PHOENIX. PHOENIX SHALL RETAIN ALL

COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING, WITHOUT LIMITATION,

THE COPYRIGHT THERETO.

SEAL:

DRAWING TITLE:

DRAWING NUMBER:

DATE:

DRAWN BY: CHECKED BY:

PROJECT #:

GRAPHIC SCALE:

L I CENSE

PROFESS I ONAL ENGI N

EE

R

FLOR IDA

STATE OF

No. 81353CH

AD

DAV ID WEST

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CHAD DAVID WEST, PE ON THE

DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

P A

LM

H

A R

B O

R U

N

IV

E R

S

IT

Y H

IG

H

S C

H O

O L

C H

IL

LE

R R

E P

LA

C

E M

E N

T S

O m ah a

S t, P al m H ar bo r, F

L

M1.02

24-04304/10/2025

JM CDW

MECHANICAL

DEMOLTION PLAN

— GENERAL DEMOLITION NOTES:

1. THE WORK HEREIN CONSISTS OF PROVIDING EQUIPMENT,

MATERIALS, LABOR AND SERVICES; AND PERFORMING OPERATIONS

REQUIRED TO DEMOLISH EXISTING SYSTEMS SERVING SPACES AS

INDICATED. REMOVALS SHOWN ON THE DRAWINGS GIVE GENERAL

INDICATION ONLY, AND MAY NOT INDICATE FULL EXTENT OF

DEMOLITION REQUIRED.

2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE BIDDING

DOCUMENTS PRIOR TO VISITING THE SITE, TAKE THE BIDDING

DOCUMENTS TO THE SITE, AND THOROUGHLY EXPLORE EXISTING

CONDITIONS AS RELATED TO FULFILLING REQUIREMENTS OF THE

CONTRACT.

3. IF DISCREPANCIES ARE DISCOVERED BETWEEN REQUIREMENTS OF

THE BIDDING DOCUMENTS AND EXISTING CONDITIONS, THE BIDDER

SHALL SO INDICATE TO THE ARCHITECT/ENGINEER A MINIMUM OF

FIVE (5) BUSINESS DAYS PRIOR TO BID SUBMISSION AND AS SUCH

INCORPORATE ANY CLARIFICATIONS INTO THE CONTRACTORS BID.

4. EXTRAS WILL NOT BE CONSIDERED FOR WORK RELATING TO

CONNECTIONS TO OR INTERFERENCE WITH EXISTING SYSTEMS OR

ADAPTABILITY OF NEW SYSTEMS TO EXISTING STRUCTURE.

5. SUBMISSIONS OF PROPOSALS SHALL BE CONSIDERED AS EVIDENCE

THAT THE BIDDERS HAVE VISITED AND EXAMINED THE SITE AS

REQUIRED HEREIN.

6. INCLUDED HEREUNDER, EVEN THOUGH NOT SPECIFICALLY DETAILED

OR DESCRIBED, IS PROVIDING OF EQUIPMENT, LABOR AND SERVICES

TO ENABLE CONTINUED FUNCTIONING OF SERVICES PASSING

THROUGH, OR ORIGINATING IN, THIS PROJECT AREA, BUT SERVE

PORTIONS OF THE FACILITY WHICH ARE TO REMAIN IN OPERATION

OUTSIDE SAID AREA.

7. WHERE SUCH REMOVAL AFFECTS SERVICES TO FIXTURES, OR

EQUIPMENT OUTSIDE CONTRACT AREA, REROUTE SERVICES TO

AFFECTED EQUIPMENT TO ENABLE ITS CONTINUED NORMAL

OPERATION.

a) DEMOLITION WORK SHALL BE SUBJECT TO DIRECTION AND

APPROVAL OF THE ARCHITECT/ENGINEER, OWNER, AND/OR

THE OWNER'S REPRESENTATIVE. DEMOLITION ACTIVITIES

SHALL NOT INTERFERE WITH ACTIVITIES IN OTHER

OPERATIONAL AREAS OF THE FACILITY. REMOVED MATERIALS,

UNLESS OTHERWISE SPECIFICALLY DESIGNATED, SHALL BE

PROMPTLY DISPOSED OF.

b) SHUTDOWNS OR SERVICE INTERRUPTIONS REQUIRED SHALL

BE COORDINATED WITH AND APPROVED BY THE

ARCHITECT/ENGINEER AND OWNER NO LESS THAN TWO (2)

WEEKS BEFORE THEY ARE IMPLEMENTED. SUFFICIENT

ADVANCE NOTICE MUST BE PROVIDED IN WRITING TO THE

OWNER.

8. REMOVED MATERIALS NOT DESIRED BY THE OWNER OR NOT TO BE

RESET BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE

REMOVED FROM THE SITE. UNLESS OTHERWISE NOTED REMOVED

ITEMS REMOVED FOR TURN OVER TO THE OWNER SHALL BE KEPT

CLEAN AND PROPERLY STORED UNTIL RELEASE TO THE OWNER.

9. TEMPORARY BARRIERS WILL BE REQUIRED TO ISOLATE THE

CONSTRUCTION AREAS FROM AREAS TO REMAIN IN OPERATION.

10. PROVIDE HEPA FILTERED EXHAUST UNIT FOR THE CONSTRUCTION

AREA, AND DISCHARGE DIRECTLY TO OUTDOORS, AWAY FROM

EQUIPMENT OUTSIDE AIR INTAKES. MAINTAIN WORK AREA UNDER

NEGATIVE PRESSURE. PROVIDE TEMPORARY ROOM DIFFERENTIAL

PRESSURE GAUGE AND SENSOR FOR THE CONSTRUCTION AREA.

— GENERAL NOTES:

1. FOR PROJECT NOTES, LIST OF SYMBOLS AND ABBREVIATIONS, REFER

TO DRAWING M0.01.

- SHEET NOTES:

1. DEMOLISH PIPING TO POINT INDICATED. LEAVE REMAINING PIPE END

IN SUITABLE CONDITION FOR RECONNECTION.

2. DEMOLISH EXISTING CHILLER. CAPTURE REFRIGERANT PRIOR TO

DEMOLITION. OWNER TO HAVE FIRST RIGHT OF REFUSAL TO ALL

CAPTURED REFRIGERANT. REFRIGERANT PURGE PIPING TO REMAIN

TO BE REUSED. EXISTING EQUIPMENT PAD SHALL REMAIN.

3. DEMOLISH EXISTING PUMP AND ALL ASSOCIATED PUMP TRIM

INCLUDING ISOLATION VALVES. EXISTING EQUIPMENT PAD SHALL

REMAIN.

4. DEMOLISH EXISTING AIR SEPARATOR.

5. DEMOLISH EXISTING COOLING TOWER FILL.

6. ADDITIVE ALTERNATE #1: DEMOLISH EXISTING PUMP AND ALL

ASSOCIATED PUMP TRIM INCLUDING ISOLATION VALVES. EXISTING

EQUIPMENT PAD SHALL REMAIN.

7. ADDITIVE ALTERNATE #2: DEMOLISH EXISTING PUMP AND ALL

ASSOCIATED PUMP TRIM INCLUDING ISOLATION VALVES. EXISTING

EQUIPMENT PAD SHALL REMAIN.

SCALE: 3/16" = 1'-0"

MECHANICAL DEMOLITION PLAN − CONDENSER AND HEAT RECOVERY PIPING

A

ADD ALTERNATE #1

ADD ALTERNATE #2

(E)HWP

(E)EF

(E)SCHP

(E)SCHP

CH

CH

(E)CT

(E)CT

(E)CT

(E)B

(E)EF

(E)…