1 FLEET LANDING BLVD COMM18-0028STRUCTURAL CONSULTANT
m c v e i'` g h
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MEP CONSULTANT
McVe*[111gh & Mangum
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One -Fleet Landitng Boulevard
AtItntic Beach, FL 32233
lamp
SHEET
INDEX
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GOOO COVER 5HEET
G224 I"= 30'-0" SITE PLAN
G254 CHILLER 51TE DETAIL5
5R I00 CHILLER RELOCATION TYPICAL PLAN5
MECHANICAL
MROO1 7 MECH LEGEND5,NOTE5 AND 5CHEOULE5
MR002 I ZCH 5PECIFICATION5
MR I00 (-,%H CHILLE2 511-E PLAN
MR 101 MECH CHILLER PLAN
MR 102 W—CH DETAIL5
�
I *.ICAL
E12 100 CLEC POWER RI5ER AND NOTE5
ERIOI - ELEC 5ITE CHILLER PLAN
STATISTICS
CHILLER ENCLOSURE
SPRINKLERS
N.A.
AREA
LEVEL 1
968
TOTAL
968
APPLICABLE CODES
FLORIDA BUILDING CODE 6TH ED. 2017
FLORIDA ENERGY CODE 6TH ED. 2017
FLORIDA FIRE PREVENTION CODE 6TH ED. 2017
FLORIDA PLUMBING CODE 6TH ED 2017
FLORIDA MECHANCIAL CODE 6TH ED 2017
FLORIDA ACCESSIBILITY CODE 6TH ED 2017
NFPA 70 NEC 2017
OCCUPANCY
FLOOR 1
U
CONSTRUCTION TYPE
1A
CORRIDOR PROTECTION
NA
DWELLING UNIT SEPARATION
N/A
BEARING WALL RATING
NA
FLOOR RATING
NA
ROOF RATING
NA
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS gg
REVIEWED By -DATE: l Z5 lI C�
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FLORIDA CERTIFICATE OF AUTHORIZATION
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Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53413
4 14. 4 3 1. 3 1 3 1 T E L
4 1 4.43 1. 0 5 31 F A X
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C/
FLORIDA CERTIFICATE OF AUTHORIZATION
ARCHITECTURE AA0002562
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
fi�////^ NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
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2MAR 2018
\® PROJECT
153001
SHEET NO.
AND 1 — 1/2" DETAILS G234
pFsII;N CRITERIA
DESIGN PER 2014 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED.
DEAD LOADS:
GENERATOR..................................................................... 15000 LB
WIND LOADS:
ULTIMATE WIND SPEED: (ASCE 7-10)............................................................. 130 MPH
NOMINAL WIND SPEED ..101 MPH
MEANROOF HEIGHT.......................................................................................... 15 FT
RISKCATEGORY.............................................................................................. IlC
WINDEXPOSURE ................ .............................................................................. OPEN
ENCLOSURECLASSIFICATION...........................................................................
INTERNAL PRESSURE COEFFICIENT....................................................................... f 0.18
DIRECTIONALITY FACTOR (Kd)....................... ........................................................... 0.85
SHAPE FACTORS.......................................................... PER CODE
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT
RESISTANT GLAZING IS NOT REQUIRED.
DESIGN WIND PRESSURES FOR COMPONENTS & CLADDING:
WALLS & WALL OPENINGS
TRIBUTARY INTERIOR ZONE END ZONE
AREA (> 3 ft FROM BLDG CORNER) (< 3 ft FROM BLDG CORNER)
10 sf -28.1 / 28.1 -56.2 / 28.1
100 sf -25.0 / 23.4 -43.7 / 23.4
500 sf -21.9 / 18.7 -31.3 / 18.7
(LINEARLY INTERPOLATE BETWEEN STATED VALUES)
CONCRETE (DESIGN PER CURRENT EDITION ACI 318)
SLABON GRADE ....................................... .............................................. F'C= 3000 PSI
FOOTINGS................................................................................................. F,
C= 3000 PSI
ALLOTHER CONCRETE.......................................................................... F'C= 3000 PSI
ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE
DRAWINGS TO BE WELDED SHALL BE ASTM A706 AND WELDING SHALL BE IN ACCORDANCE WITH
AWS D1.4.
WELDED WIRE FABRIC ................................. ASTM A1064
CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530)
COMPRESSIVE STRENGTH.......................................................................... FM= 1500 PSI
SOIL BEARING (DESIGN MAXIMUM)...................................................................... 2000 PSF
GENERAL NOTES
FOUNDATIONS
IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE
ENGINEER SHALL BE NOTIFIED.
THE BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF XX INCHES BELOW THE TOP
OF FINISH GRADE.
STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO TWO (2)
HORIZONTAL.
PROVIDE A MINIMUM OF TWO #4 BARS IN TOP OF CONTINUOUS WALL FOOTINGS AT DOOR AND
OTHER OPENINGS, 4'-0" LONGER THAN THE OPENING.
CONCRETE
UNLESS OTHERWISE NOTED (LION) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL
BE AS FOLLOWS:
FOOTINGS................... .................................................................................................... 3"
SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) .............................. 2
SLABSON GRADE ................................. ...................................................... 2 FROM TOP
ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES
IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING
THE PLACING OF THE CONCRETE.
UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS
FOLLOWS:
WELDED WIRE FABRIC ........................................... 40BARDIIAMETERE SPACING PLUS
6N
REINFORCING BARS ..............................................
ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISE
NOTED.
DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS
OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL
NOT BE PUSHED INTO THE CONCRETE.
PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC.
SUPPLEMENTARY NOTES
PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE
STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE
STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN
CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL
OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR
SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS
PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEM BY MCVEIGH & MANGUM ENGINEERING FOR
GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS DOES NOT INCLUDE OR
WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE INTERNATIONAL BUILDING
CODE.
VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EMBEDS,
OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS.
ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING
EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH
STRUCTURAL WORK AFFECTED.
CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE
AND SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND
CONSTRUCTION.
ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE
SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT.
SPECIFICATIONS
CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 301. "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN
INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING.
A GEOTECHNICAL ENGINEER SHALL BE EMPLOYED TO CONFIRM BEARING PRESSURE STATED
PRIOR TO CONSTRUCTION. THE ENGINEER SHALL DEVELOP & ENSURE IMPLEMENTATION OF A
SITE PREPARATION PROGRAM AS HE DEEMS NECESSARY TO ACHIEVE THE STATED BEARING
PRESSURE.
FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN COMPLIANCE WITH APPLICABLE
REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
MASONRY
ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90 HOLLOW
CONCRETE MASONRY UNITS WITH ASTM 0270, TYPE "S" MORTAR. GROUT SHALL CONFORM TO THE
REQUIREMENTS OF ASTM C476 AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.
ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL WITH
1-6? AT:
- EACH CORNER, WALL ENDS, WALL INTERSECTIONS
- EACH SIDE OF CONTROL JOINTS AND
- AT A MAXIMUM SPACING OF 4'-0" OC, UON
- SEE DETAIL ?/S-? FOR TYPICAL REINFORCING AT WALL OPENINGS.
- AT BEAM & JOIST GIRDER BEARING LOCATIONS ADD REINFORCING AS SHOWN
IN PLAN.
LAPPED BARS SHALL BE SECURED WITH WIRE TIES OR OTHER MEANS TO ENSURE THAT THE BAR
IS NOT DISPLACED DURING GROUT PLACEMENT OUTSIDE THE TOLERANCES ESTABLISHED BY ACI
530. LAP BARS WITH THE FOLLOWING MINIMUM LENGTH.
BAR BARS CTR'D BARS CTR'D
A I EA FACE 8" CMU 12" CMU
#3 16" 16" 1611
#4 26„ 21" 2121
#5 40" 26" 26"
54" 43" 40"
#7 63" 60" 46"
GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO NOT BEGIN
PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED.
FILL ALL CELLS BELOW FINISHED GRADE.
PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UON. IN ADDITION,
INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE & BELOW OPENINGS,
EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. PROVIDE HORIZONTAL JOINT
REINFORCEMENT IN PARAPETS AND FREE STANDING WALLS AT 8" OC VERTICALLY. LAP JOINT
REINFORCEMENT 6" MINIMUM. HORIZONTAL REINFORCING SHALL CONSIST OF AT LEAST TWO W1.7
WIRES OR GREATER.
SEE ARCHITECTURAL DRAWING FOR EXPANSION OR CONTROL JOINTS. IF NOT SHOWN, LOCATE
VERTICAL CONTROL JOINTS AT 25'-0" OC MAXIMUM, BUT NOT LESS THAN 2'-0" FROM A JOIST OR
BEAM BEARING PLATE. AT BUILDING CORNERS, PROVIDE ONE JOINT IN ONE OF THE TWO WALL
SIDES NO MORE THAN 5'-0" FROM THE BUILDING CORNER.
ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #4 TOP & BOTTOM WITH #3
TIES ® 12" AS A MINIMUM AND HAVE A MINIMUM MASONRY END BEARING OF 8".
BOND/TIE BEAM REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONTROL JOINTS.
16" U -BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK -OUT BLOCKS.
BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE
LOCATED 2 3/8" FROM EACH FACE TO THE CENTER OF THE BAR.
MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530-05 QUALITY ASSURANCE
LEVEL LEVEL B - NONESSENTIAL.
SHOP DRAWINGS AND SUBMITTALS
SHOP DRAWING SUBMITTALS ARE ONLY REVIEWED FOR GENERAL CONFORMANCE WITH THE
INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR MUST
REVIEW AND APPROVE THE SHOP DRAWINGS PRIOR TO THEIR SUBMITTAL TO THE ARCHITECT.
SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP SHALL BE
RETURNED WITHOUT REVIEW. ANY REQUESTED CHANGES TO THE CONTRACT DOCUMENTS SHALL BE
COMMUNICATED IN WRITING PRIOR TO SUBMITTING THE SHOP DRAWINGS AND CLOUDED ON THE
SHOP DRAWINGS.
SHOP DRAWINGS MUST BE SUBMITTED FOR ENGINEER'S REVIEW OF THE FOLLOWING ITEMS:
(S/S = SIGNED & SEALED SHOP DRAWING WITH CALCS, SD = SHOP DRAWING FOR REVIEW ONLY)
® CONCRETE REINFORCING LAYOUT S/S ❑ SD ■
• MASONRY REINFORCEMENT LAYOUT S/S ❑ SD ■
• CONCRETE MIX DESIGNS S/S ❑ SD In
COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY
THE DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE
PROJECT AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION.
SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR -DESIGNED COMPONENTS PER THE
STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL
COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION.
VENDOR -DESIGNED COMPONENT SHOP DRAWINGS SHALL BE APPROVED BY THE COMPONENT
DESIGNER ENGINEER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS
IMPOSED ON THE BASE STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE
CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON
ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND
DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. THE CONTRACTOR SHALL SUBMIT THE
STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL.
2'-0"
Ann rnPMPP RAR n r -
SCALE: NTS
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ED
. • •
Ringo
2 11.
22'-0" .—®
1 PLAN VIEW
SR100 SCALE: 3/16"
#6 ® 16" OC
CTR'D IN WALL
#6 ® 16" OC
CTR'D IN WALL
2-#6 ®16" OC
(BARS EA FACE)
5'-0"
F 5 SECTION
SR100 SCALE: NTS
2-#5
FULLY GROUTED
MASONRY WALL
-#5 0 12" OC
T&B
/
x'
CHAMFER;
TYF
CONCRETE PAD NOTES:
1) 28 DAY CONCRETE COMPRESSIVE STRENGTH = 3000psi.
2) ALL REINFORCING STEEL SHALL BEE ASTM A615 GRADE 60.
3) NOMINAL PAD SIZE WILL BE AS INDICATED ON THE PLAN.
4) CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301.
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION).
It
EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
5) ATTACHMENT OF CHILLER TO PAD SHALL BE A MIN OF (8) X"O TITAN HD ANCHORS
W/ MIN 4" EMBEDMENT.
WINDOW
OR DOOR
OPNG
29
SCALE: NTS
M AE
CONTROL
T/WALL EL.
SEE PLAN
TLSLAB EL,
SEE PLAN
FTG EL,
SEE PLAN
NO VERT
FINISHED
GRADE
KNOCK -OU
BLOC
FILL CELL
W/CON
MASONRY OPNG 5'-0" OR MORE
(MAX OPNG SIZE 8'-0")
i EF CONT T&B
1ES 0 8" OC
:RNATE TIES
FILL CELLS
W/CONC
PRECAST OR
8" U -BLOCK
NOTES:
1) FOR OPNG LOCATIONS SEE ARCH DWGS.
2) PROVIDE 8" BEARING EACH SIDE OF OPENING.
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SEE PLAN FOR REINF,
GROUT CELL FULL
SCALE:
®
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TEAM
MASONRY OPNG
(LESS THAN 5'-0")
TYP LINTEL DETAILS
SCALE: NTS
JOINT REINF
16" OC, UON
DOWELS TO MATCH
VERT REINF, TYP, LION
CLEANOUT HOLE
AS REQUIRED
\—FTG, SEE PLAN
N ARCH REINF WALL SECTION
FILL ALL CELLS
SOLID
I...
SEE PLAN
& SECTION
_
SEE PLAN
_ &SECTION
TYP WALL REINF,
SEE GENERAL NOTES
FOR SIZE & SPACING
TYPICAL WALL PLAN VIEW
1) 5' MAX IF LOW LIFT GROUTING IS USED.
2) IF HIGH LIFT GROUTING IS USED,
REINFORCING SHALL BE FULL HEIGHT & A
CLEANOUT HOLE IS REQ'D CELLS
W/REBAR. GROUT SHALL BE PLACED IN
LIFTS TO PREVENT BLOWOUTS.
3) SEE GENERAL NOTES FOR BAR LAPS.
4) JOINT REINF SHALL CONSIST OF @ LEAST
TWO WIRES OF W1.7 OR GREATER.
SEALANT TYP
BOTH FACES
VERT REINF,
SEE GENERAL NOTES
2-#5 EF CONT
PRE -FORMED NEOPRENE
GASKET FULL HEIGHT
OF WALL
""—TYP VERTICAL REINF
EACH SIDE OF JOINT
CL CONTROL JOINT
CMU CONTROL JOINT
NOTE:
TRUSS TYPE JOINT REINFORCEMENT SHALL
BE STOPPED EACH SIDE OF JOINT. BOND
BEAM REINFORCEMENT SHALL BE CONTINUOUS ®" I�n
THROUGH CONTROL JOINT. /6.
F,
M cVEIGH & MANGUM
ENGINEERING -INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904) 483-5200 Fax: (904) 636-6770
CA 6330 email: mail@McVei9Wan9um.c0m
Eng. of Record: Timothy R. Moore License No.: 80678
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EXI,,STING PUMP SCHEDULE
ITEM EE CWP�1
SERVICE
CHILLED WATER LOOP
NOM. TONNAGE
TYPE
END SUCTION, BASE
10.2 EER
CONTROL
CONSTANT VOLUME
EVAPORATOR
WATER FLOW (GPM)
281
FLUID FLOW RATE
TOTAL DYNAMIC HEAD (FT. WTR.)
60
6.3 FT. H2O
MOTOR (HP)
7.5
95°F
SPEED (RPM)
1750
HORSPOWER PER FAN
IMPELLER SIZE
8.875
1160
MOTOR HP
7.5
COMPRESSOR (SCROLL)
ELECTRICAL (VOLT/PHASEIHERTZ)
480/3/60
NO, OF CIRCUITS
WEIGHT ( LBS)
EXHAUSTFAN
TOTAL UNIT KW
LOCATION
EXISTING
ELECTRICAL (SINGLE POINT)
MANUFACTURER
BELL & GOSSETT
460V/60HZ/3PH
MODEL NO.
1510 (2.5BB)
326A/350A
NOTES
1. PUMP IS EXISTING AND FOR REFERENCE ONLY.
2. PROVIDE VIBRATION ISOLATORS.
ELOCATED CHILLER 3D VIEW
SCALE: NTS
•
1. IT IS THE DECLARED AND ACKNOWLEDGED INTENTION AND MEANING TO RETAIN THE EXISTING DDG CONTROL
SYSTEM BY JOHNSON CONTROLS THAT SERVES THE COLEMAN BUILDING.
2. THE SYSTEM SHALL RETAIN THE EXISTING SEQUENCE OF OPERATION FOR ALL EXISTING EQUIPMENT NOT
REPLACED IN THIS CONTRACT. ALL EQUIPMENT SHALL BE SERVED BY THE EXISTING DDC CONTROL SYSTEM.
3. PROVIDE ALL SENSORS, ACTUATORS, DETECTORS SHOWN IN DIAGRAMS. ALL DEVICES NEW UNLESS NOTED
OTHERWISE.
4. CONTRACTOR SHALL RE -PROGRAM THE SEQUENCE OF OPERATIONS FOR CONTROLS. THE G.C. SHALL VERIFY
THAT THE SYSTEM IS FULLY OPERATIONAL AFTER INSTALLATION.
5. ADD ALTERNATE: PROVIDE BTU METER KIT AT CHILLED WATER ENTRANCE OF BUILDING, PROVIDE WITH DUAL
TURBINE INSERTION FLOW METER; BTU METER WITH LCD SCREEN, AND HOT TAP THERMOWELL KIT. SEE DETAIL
ON SHEET MR201 FOR ADDITIONAL INFORMATION. BASIS OF DESIGN IS ONICON INC. SYSTEM -10 -BAC.
EXISTING AIR COOLED CHILLER SCHEDULE
TAG
(E)CH-1
NOM. TONNAGE
144.5
EFFICIENCY (IPLV)
10.2 EER
REFRIGERANT
R41 OA
EVAPORATOR
ENTERING/LEAVING TEMP.
56°F / 44°F
FLUID FLOW RATE
280 GPM
PRESS. DROP - MAX
6.3 FT. H2O
CONDENSER
AMBIENT AIR TEMP.
95°F
NUMBER OF FANS
10
HORSPOWER PER FAN
2.0
FAN RPM
1160
DX
DIRECT EXPANSION
COMPRESSOR (SCROLL)
NO. OF COMPRESSORS
5
NO, OF CIRCUITS
2
EXHAUSTFAN
TOTAL UNIT KW
153 KW
EXH
ELECTRICAL (SINGLE POINT)
EQUIP
VOLT./FREQJPHASE
460V/60HZ/3PH
EXTERNAL STATIC PRESSURE
SINGLE POINT MCA/MOP
326A/350A
FD
FIRE DAMPER
FLEX
SHIPPING WEIGHT (LB)
3832.0
FLOOR
LENGTH (IN)
232.7
FINS PER INCH
WIDTH (IN)
88
FEET PER MINUTE
HEIGHT (IN)
94.2
EXISTING EXPANSION
TANK SCHEDULE
A
UNIT DESIGNATION
(E)ET
SERVICE
CHILLED WATER
TYPE
BLADDER
MANUFACTURER
B&G
MODEL NUMBER
B-200
TANK VOLUME GALLONS
53
ACCEPTANCE GALLONS
53
OPERATING TEMP. °F
45
MAXIMUM TEMP. °F
85
OPERATING PRESSURE (PSIG)
40
MAXIMUM PRESSURE (PSIG)
50
NOTES:
1, EQUIPMENT IS EXISTING AND FOR REFERENCE ONLY.
NOTES:
1. EQUIPMENT IS EXISTING AND FOR REFERENCE ONLY.
2. CHILLER CONTAINS HEAT RECOVERY PACKAGE. CONTRACTOR SHALL COORDINATE SHUTDOWN OF HOT WATER
WHILE RELOCATING CHILLER.
1. IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS USED
CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, THE
MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED WITHIN THE
LEGEND.
2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE
CAPACITY, SIZE, LOCATION, DIRECTION, AND GENERAL
ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE
FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE
INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES
WILL NOT BE REQUIRED.
3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT EACH TRADE
SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR EQUIPMENT
(DUCTWORK, PIPING, ELECTRICAL WORK, ET.)
4, VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD
DIMENSIONS.
5. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE
DIMENSIONS.
6. ALL RISES AND DROPS IN PIPING AND DUCTWORK MAY NOT
NECESSARILY HAVE BEEN SHOWN. CONTRACTOR TO VERIFY.
7. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS,
FLASHING, HARDWARE, ET. REQUIRED TO INSTALL A COMPLETE
SYSTEM.
MECHANICAL SYMBOLS LEGEND
A
POINT OF CONNECTION
O
THERMOSTAT
�----�
CHILLED WATER SUPPLY
NP
CHILLED WATER RETURN
----------�
HOT WATER SUPPLY
-----�
HOT WATER RETURN
CFM
COLD WATER SUPPLY
CLG
PIPE TURNING UP
----{--�
PIPE TURNING DOWN
CU
INDICATES DEMOLITION
DB
DRY BULB
NOTE: SOME MECHANICAL SYMBOL LEGENDS MAY NOT APPLY TO THIS PROJECT.
GENERAL SYMBOLS
A
PLAN OR DETAIL NO.
SHEET NUMBER
O
KEYED NOTE TO PLAN
AREVISION
NUMBER
NP
NORTH ARROW
A'BBREVIATIONS
A
AMPERES
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLING UNIT
BHP
BRAKE HORSEPOWER
BTUH
BRITISH THERMAL UNIT PER HOUR
CAV
CONSTANT AIR VOLUME
CFM
CUBIC FEET PER MINUTE
CLG
CEILING
CD
CONDENSATE DRAIN
CU
CONDENSING UNIT
DB
DRY BULB
DN
DOWN
DX
DIRECT EXPANSION
EA
EXHAUST AIR
EAT
ENTERING AIR TEMPERATURE
EF
EXHAUSTFAN
EL
ELEVATION
EXH
EXHAUST
EQUIP
EQUIPMENT
ESP
EXTERNAL STATIC PRESSURE
FB
FILTER BOX
FD
FIRE DAMPER
FLEX
FLEXIBLE
FLR OR FL
FLOOR
FPI
FINS PER INCH
FPM
FEET PER MINUTE
GALV
GALVANIZED
HP
HORSEPOWER
KW
KILOWATT
LBS
POUNDS
MAX
MAXIMUM
MBH
THOUSAND BTU/H
MIN
MINIMUM
OA
OUTSIDE AIR
RA I RETURN AIR AND/OR ROOM AIR
RTU I ROOFTOP UNIT
SA I SUPPLY AIR
TEMP I TEMPERATURE
TYP I TYPICAL
I UC I UNDERCUT
VD I MANUAL VOLUME DAMPER
V I VOLTS I
WB I WET BULB
9
OBD OPPOSED BLADE DAMPER
SQFT SQUARE FEET
TAD TRANSFER AIR DUCT
NOTE: SOME MECHANICAL ABBREVIATIONS MAY NOT APPLY TO THIS
PROJECT.
M CV E I GTH &. MANGUM
ENGINEERING•INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904)483-5200 Fax: (904)636-6770
CA 6330 email: mail@McVeighMangum.com
Ense. of Record: Thomas J. Fugard License No.: 82121
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REVISIONS
THIS DRAWING, ITS DESIGN CONCEPE AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT''..
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
TF
DATE
MAy 15, 2018
PROJECT
16195
SHEET NO.
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MECHANICAL SPECIFICATIONS
PART 1 - GENERAL
1.01 INSTRUCTIONS
A. SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR
A COMPLETE AND PROPERLY
AND CONTRACT DRAWINGS AND
FUNCTIONING INSTALLATION
SIN PECIFICATIONS. WITH LOCAL AND
STATE CODES
1.02 LOCAL CONDITIONS
A. CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING LOCAL CONDITIONS WHICH
WOULDFICATIONS FOR KTH SDPRO ECT ER THIS A DCONTRACT. ONSULT THEMTFFOROR S
HALL EXAMINE ALL PLANS AND
SPECAFFECT IFICATIONSNSTRUCTIONS PERTAINING TO
WORK OF THIS SECTION.
1.03 PERMITS AND FEES
A. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED FOR
PERTAINING TO WORK UNDER THIS CONTRACT AND PAY ALL CHARGES INCIDENTAL THERETO.
DELIVER TO ARCHITECT ALL CERTIFICATES OF INSPECTION ISSUED BY AUTHORITIES HAVING
JURISDICTION.
1.04 CODES AND STANDARDS
A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT REQUIREMENTS OF
NATIONAL, STATE AND MUNICIPAL CODES, RULES REGULATIONS, LAWS, AND STANDARDS AS
THEY ARE ADOPTED BY THE GOVERNING AGENCY AND AS THEY MAY APPLY.
1. FLORIDA BUILDING CODE 2017 EDITION
2. FLORIDA MECHANICAL CODE 2017 EDITION
3. FLORIDA PLUMBING CODE 2017 EDITION
4. FLORIDA ENERGY CONSERVATION CODE 2017 EDITION
5. FLORIDA FIRE PREVENTION CODE (6TH EDITION)
6. STANDARD FOR THE INSTALLATION OF A/C AND VENT SYSTEMS, NFPA 90A (2012 ED.)
UNDERWRITERS LABORATORIES
1.05 SUBMITTALS
A. MATERIAL LIST: WITHIN TWENTY (20) DAYS OF AWARD OF CONTRACT, CONTRACTOR SHALL
SUBMIT TO ARCHITECT A COMPLETE LIST OF MATERIALS TO BE PROVIDED FOR THE HVAC
WORK. THE LIST SHALL INCLUDE SUPPLIERS' NAMES AND MANUFACTURERS' NAMES AND
NUMBER OR SERIES FOR EACH ITEM ON LIST.
B. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE COMMENCING WORK,
SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO BE PROVIDED UNDER THIS
CONTRACT. THE FOLLOWING APPLIES TO THE SHOP DRAWINGS:
1. CONTRACTOR SHALL SUBMIT WITHIN 30 -DAYS AFTER AWARD OF CONTRACT, DRAWINGS
AND/OR CUT SHEETS OF ALL MATERIALS AND EQUIPMENT, AND 1/4" SCALE EQUIPMENT
ROOM DRA ^ APPROVAL BY ARCHITECT -ENGINEER. SUCH SUBMITTALS MUST
CONTAIN t NSIONS, OPERATING CLEARANCES, INSTALLATION, OPERATING AND
MAINTENANCE dl's ,TION AND SUFFICIENT ENGINEERING DATA TO INDICATE
SUBSTANTIAL COMPLIANCE WITH SPECIFICATIONS. ALL SHOP DRAWINGS FOR ONE SECTION
OF WORK OR ONE MECHANICAL SYSTEM SHALL BE SUBMITTED AT ONE TIME IN
LOOSE-LEAF 3 -RING BINDERS; NO APPROVAL WILL BE GIVEN IF SUBMITTED PIECEMEAL.
2. WHERE CONTRACTOR CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS ESSENTIAL TO
PROPER FABRICATION OR INSTALLATION OF EQUIPMENT, DUCTWORK, AND PIPING HE
SHALL PREPARE SUCH CONSISTENT WITH CURRENT INDUSTRY METHODS AND STANDARDS.
ENGINEER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEMS
WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND
WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY INSTALLATION CAN BE MADE
USING CUSTOMARY TRADE METHODS. REMOVAL AND REPLACEMENT SHALL BE DONE
WHEN DIRECTED IN WRITING BY ENGINEER AT THE CONTRACTOR'S EXPENSE AND WITHOUT
ADDITIONAL EXPENSE TO OWNER.
3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY
AND SHALL NOT BE CONSIDERED AS GUARANTEE OF MEASUREMENTS OF BUILDING
CONDITIONS; NOR SHALL IT BE CONSTRUED AS RELIEVING THE MECHANICAL
CONTRACTOR OF BASIC RESPONSIBILITIES UNDER THIS CONTRACT.
4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, STARTERS,
ELECTRICAL EQUIPMENT, WIRING AND CONDUIT, SPACE OPENINGS, WALLS AND CEILINGS,
AND VIBRATION ISOLATION IN ORDER TO ACCOMMODATE SUBSTITUTE EQUIPMENT SHALL
BE MADE AT NO ADDITIONAL COST TO THE OWNER.
5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S APPROVAL
BEFORE INSTALLING MATERIALS OR EQUIPMENT. ANY EQUIPMENT OR MATERIALS
INSTALLED PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS FROM ENGINEER SHALL BE
SUBJECT TO REMOVAL AND/ OR ALTERATION AT THE DISCRETION OF THE MECHANICAL
ENGINEER AT NO ADDITIONAL COST.
6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWINGS FOR MATERIALS, EQUIPMENT,
APPARATUS DEVICES, ARRANGEMENTS AND/OR LAYOUTS WILL NOT RELIEVE THE
CONTRACTOR FROM RESPONSIBILITY OF FURNISHING SAME OF PROPER DIMENSIONS,
CAPACITIES, SIZES, QUANTITIES AND INSTALLATION DETAILS TO EFFICIENTLY PERFORM
REQUIREMENTS AND INTENT OF CONTRACT. SUCH APPROVAL SHALL NOT RELIEVE
CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OF ANY SORT.
C
EQUIPMENT ELECTRICAL ST BE SEPARATELY ACKNOWLEDG DADOCUMENTSCT ED
BY ASUBSTITUTION R REQUEST
ADDITIONALLY NOTED ON THE SUBMITTAL.
D. PROVIDE MECHANICAL SHOP DRAWINGS FOR: AIR HANDLING UNITS, CONDENSING UNITS,
VENTILATORS, AIR INLETS AND OUTLETS, DUCT ACCESSORIES, DUCT INSULATION, PIPE
INSULATION, TEMPERATURE CONTROLS, DUCT MATERIALS, REFRIGERANT PIPING, CONDENSATE
PIPING.
1.06 CONNECTING TO WORK OF OTHERS
A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, MECHANICAL
CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY OTHERS INSOFAR AS
THEY APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING IF
CONDITIONS EXIST WHICH WILL PREVENT SATISFACTORY RESULTS IN INSTALLATION OF
SYSTEM.
B. SHOULD CONTRACTOR START HIS WORK WITHOUT SUCH NOTIFICATION, IT SHALL BE
CONSTRUED AS AN ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY
AT
EXPENSE ALL WORKSTO UNDE RECEIVE SHALL D
WORK OF THIS CONTRACT WHICH MAY HAVE TO BE REMOVED HIS OWN
ON
EX ,
ACCOUNT OF SUCH DEFECTS.
1.07 CONTRACT DRAWINGS
A. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND FULLY
OPERATIONAL, AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO
SEPARATE AND COMPLETELY DEFINE WORK UNDER THIS CONTRACT. HOWEVER, SUCH
SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS SHALL NOT RELIEVE CONTRACTOR
FROM FULL RESPONSIBILITY OF COMPLIANCE WITH WORK OF HIS TRADE WHICH MAY BE
INDICATED ON ANY DRAWING OR IN ANY SECTION OF THE SPECIFICATIONS.
B. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND
MECHANICAL DRAWINGS PRIOR TO SUBMITTING BID. CONTRACTOR WILL BE REQUIRED TO FURNISH,
INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS SHOWN ON ANY DRAWINGS
WITHOUT ADDITIONAL EXPENSE TO OWNER. ARCHITECT SHALL BE NOTIFIED PRIOR TO BID DATE OF
ANY DISCREPANCIES, OMISSIONS, CONFLICTS OR INTERFERENCES WHICH OCCUR BETWEEN
DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS. IF SUCH NOTIFICATION IS RECEIVED IN
ADEQUATE TIME, ADDITIONAL DATA OR CHANGES WILL BE ISSUED BY ADDENDUM TO ALL
BIDDERS. SUBMITTAL OF BID BY CONTRACTOR SHALL INDICATE THE CONTRACTOR'S
ACKNOWLEDGEMENT
TO MEET THE INTENT OF THEDRAWINGSAND SPECIFICATIONS NTO PROVIDE ALL NECESSARY UTACCORDAN ERIALS D
WITH ALL
LABOR
CODE REQUIREMENTS.
C. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MECHANICAL DRAWINGS WITH
REFERENCE TO BUILDING CONSTRUCTION. MECHANICAL DRAWINGS ARE DIAGRAMMATIC BUT SHALL
BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION OF BUILDING AND WORK OF OTHER
TRADES WILL PERMIT. WHERE LOCATIONS OF EQUIPMENT, DEVICES OR FIXTURES ARE CONTROLLED
BY ARCHITECTURAL FEATURES, ESTABLISH SUCH LOCATIONS BY REFERRING TO DIMENSIONS ON
ARCHITECTURAL DRAWINGS AND NOT BY SCALING DRAWINGS. CHANGES FROM DRAWINGS
NECESSARY TO MAKE WORK OF CONTRACTOR CONFORM WITH BUILDING AS CONSTRUCTED AND TO
FIT WORK OF OTHER TRADES OR RULES OF BODIES HAVING JURISDICTION SHALL BE MADE BY
CONTRACTOR AT HIS OWN EXPENSE. SOME DRAWINGS MAY HAVE BEEN PREPARED FROM EXISTING
DRAWINGS WITH INTENT OF PROVIDING THE CONTRACTOR WITH INFORMATION CONCERNING THE
EXISTING CONDITIONS. DATA SHOWN HAS NOT BEEN COMPLETELY VERIFIED BY
ARCHITECT/ENGINEER AND NO GUARANTEE OF ACCURACY OF THIS INFORMATION IS GIVEN OR
INTENDED. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING
CONDITIONS. DATA WHICH IS SHOWN BUT PROVES TO BE INCORRECT SHALL IN NO WAY RELIEVE
THE CONTRACTOR FROM INSTALLING HIS WORK WITHIN THE INTENT OF PLANS AND
SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE ORDER UNLESS, IN THE
OPINION OF THE ARCHITECT/ENGINEER IT IS DETERMINED TO BE AN EXTRA COST OVER AND
ABOVE THE BASIC INTENT OF THESE PLANS AND SPECIFICATIONS.
1.08 DAMAGE TO OTHER WORK
A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PROTECTIVE MEASURES WHEN WORKING
OVERHEAD OR IN FINISHED AREAS. HE/SHE SHALL REPAIR, REPLACE OR TOUCH-UP ALL FINISHED
SURFACES WHICH MAY BE DAMAGED AS A RESULT OF HIS OPERATIONS.
1.09 STORAGE AND WORK AREAS
A. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER, DAMAGE, MOISTURE,
STORED EBRIS, ET. USE OF CARDBOARD, OUTSIDECS NOT ACCEPTABLE. DO NOT U INSTALL DAMAGED EEN, OR OTHER I EQUIPMENT.
PMENLAR IT..RIALS WHILE
1.10 APPROVAL OF MATERIAL
A. EQUIPMENT OTHER THAN SPECIFIED IN THE CONTRACT DOCUMENTS REQUIRES APPROVAL
FROM ENGINEER 10 DAYS PRIOR TO BID DATE.
B. WRITTEN REQUEST FOR PRIOR APPROVAL MUST BE RECEIVED IN ENGINEER'S OFFICE BY
SCLOSE HALL COON BUSINESS
INFORMATION ATION ONR THAN 10 AYS PRIOR TO E PROPOSED CITEMULED THISBID
DATE.
SHALINCLUDE:
1. CATALOG CUTS SHEETS
2. DETAILED SPECIFICATIONS
3. DESCRIPTION OF DEVIATION FROM SPECIFIED ITEM.
C PROSPECTIVE CONTRACTORS LISTING ALL
PRIOR APPROVED MANUFACTURERS AND PRODUCTS
PART 2 - PRODUCTS
1.1 COPPER TUBE AND FITTINGS
A. DRAWN -TEMPER COPPER TUBING: ASTM B 88, TYPE L, ASTM B 88, TYPE M.
B. ANNEALED -TEMPER COPPER TUBING: ASTM B 88, TYPE K.
C. WROUGHT -COPPER FITTINGS: ASME 816.22.
D. WROUGHT -COPPER UNIONS: ASME B16.22.
A. STEEL PIPE: ASTM A 53/A 53M, BLACK STEEL WITH PLAIN ENDS; TYPE, GRADE,
AND WALL THICKNESS AS INDICATED IN PART 3 "PIPING APPLICATIONS" ARTICLE.
B. MALLEABLE -IRON THREADED FITTINGS: ASME 816.3, CLASSES 150 AND 300 AS
INDICATED IN PART 3 "PIPING APPLICATIONS" ARTICLE.
C. MALLEABLE -IRON UNIONS: ASME 816.39; CLASSES 150, 250, AND 300 AS
INDICATED IN PART 3 "PIPING APPLICATIONS" ARTICLE.
D. WROUGHT -STEEL FITTINGS: ASTM A 234/A 234M, WALL THICKNESS TO MATCH
ADJOINING PIPE.
E. WROUGHT CAST- AND FORGED -STEEL FLANGES AND FLANGED FITTINGS:
ASME B16.5, INCLUDING BOLTS, NUTS, AND GASKETS OF THE FOLLOWING MATERIAL
GROUP, END CONNECTIONS, AND FACINGS:
1. MATERIAL GROUP: 1.1.
2. END CONNECTIONS: BUTT WELDING.
3. FACINGS: RAISED FACE.
G. STEEL PIPE NIPPLES: ASTM A 733, MADE OF SAME MATERIALS AND WALL
THICKNESSES AS PIPE IN WHICH THEY ARE INSTALLED.
1.3 JOINING MATERIALS
A. PIPE -FLANGE GASKET MATERIALS: SUITABLE FOR CHEMICAL AND THERMAL
CONDITIONS OF PIPING SYSTEM CONTENTS.
1. ASME 816.21, NONMETALLIC, FLAT, ASBESTOS FREE, 1/8 -INCH MAXIMUM
THICKNESS UNLESS THICKNESS OR SPECIFIC MATERIAL IS INDICATED.
B. FLANGE BOLTS AND NUTS: ASME 818.2.1, CARBON STEEL, UNLESS OTHERWISE
INDICATED.
C. SOLDER FILLER METALS: ASTM B 32, LEAD-FREE ALLOYS. INCLUDE
WATER-FLUSHABLE FLUX ACCORDING TO ASTM B 813.
D. BRAZING FILLER METALS: AWS A5.8, BCUP SERIES, COPPER -PHOSPHORUS ALLOYS
FOR JOINING COPPER WITH COPPER; OR BAG -1, SILVER ALLOY FOR JOINING COPPER
WITH BRONZE OR STEEL.
WS
E. WELDING FILLER
MATERIALS APPROPRIATE SFOR WALL PLY WITH A D
L THICK SSAND CHEMICAL WELDING
AL ANALYSIS OD10.12M FOR STEEL
PIPE BEING WELDED.
F. GASKET MATERIAL: THICKNESS, MATERIAL, AND TYPE SUITABLE FOR FLUID TO BE
HANDLED AND WORKING TEMPERATURES AND PRESSURES.
1.4 DIELECTRIC FITTINGS
A. DESCRIPTION: COMBINATION FITTING OF COPPER -ALLOY AND FERROUS MATERIALS
WITH THREADED, SOLDER -JOINT, PLAIN, OR WELD -NECK END CONNECTIONS THAT
MATCH PIPING SYSTEM MATERIALS.
B. INSULATING MATERIAL: SUITABLE FOR SYSTEM FLUID, PRESSURE, AND
TEMPERATURE.
C. DIELECTRIC UNIONS:
1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE
WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
CAPITOL MANUFACTURING COMPANY.
CENTRAL PLASTICS COMPANY.
HART INDUSTRIES INTERNATIONAL, INC.
WATTS REGULATOR CO.; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.
FACTORY -FABRICATED UNION ASSEMBLY, FOR 250-PSIG MINIMUM WORKING
PRESSURE AT 180 DEG F .
D. DIELECTRIC FLANGES:
1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE
WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
CAPITOL MANUFACTURING COMPANY.
CENTRAL PLASTICS COMPANY.
WATTS REGULATOR CO.; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.
2. FACTORY -FABRICATED COMPANION -FLANGE ASSEMBLY, FOR 150- OR 300-PSIG
MINIMUM WORKING PRESSURE AS REQUIRED TO SUIT SYSTEM PRESSURES.
E. DIELECTRIC COUPLINGS:
1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE
WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE
PRODUCTS BY ONE OF THE FOLLOWING:
CALPICO, INC.
LOCHINVAR CORPORATION.
3. GALVANIZED -STEEL COUPLING WITH INERT AND NONCORROSIVE THERMOPLASTIC
LINING; THREADED ENDS; AND 300-PSIG MINIMUM WORKING PRESSURE AT 225
DEG F .
F. DIELECTRIC NIPPLES:
1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE
WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE
PRODUCTS BY ONE OF THE FOLLOWING:
PERFECTION CORPORATION; A SUBSIDIARY OF AMERICAN METER COMPANY.
PRECISION PLUMBING PRODUCTS, INC.
SIOUX CHIEF MANUFACTURING COMPANY, INC.
VICTAULIC COMPANY OF AMERICA.
3. ELECTROPLATED STEEL NIPPLE WITH INERT AND NONCORROSIVE, THERMOPLASTIC
LINING; PLAIN, THREADED, OR GROOVED ENDS; AND 300-PSIG MINIMUM WORKING
PRESSURE AT 225 DEG F .
2.5 VALVES
GENERAL REQUIREMENTS FOR VALVES
A. REFER TO VALVE SCHEDULE ARTICLES FOR APPLICATIONS OF VALVES.
B. VALVE PRESSURE AND TEMPERATURE RATINGS: NOT LESS THAN INDICATED AND
AS REQUIRED FOR SYSTEM PRESSURES AND TEMPERATURES.
C. VALVE SIZES: SAME AS UPSTREAM PIPING UNLESS OTHERWISE INDICATED.
D. VALVE ACTUATOR TYPES:
1. GEAR ACTUATOR: FOR QUARTER -TURN VALVES NPS 8 (DN 200) AND LARGER.
2. HANDWHEEL: FOR VALVES OTHER THAN QUARTER -TURN TYPES.
3. HANDLEVER: FOR QUARTER -TURN VALVES NPS 6 (DN 150) AND SMALLER.
4. CHAINWHEEL: DEVICE FOR ATTACHMENT TO VALVE HANDWHEEL, STEM, OR
OTHER ACTUATOR; OF SIZE AND WITH CHAIN FOR MOUNTING HEIGHT, AS
INDICATED IN THE "VALVE INSTALLATION" ARTICLE.
E. VALVES IN INSULATED PIPING: WITH 2 -INCH (50 -MM) STEM EXTENSIONS AND THE
FOLLOWING FEATURES:
1. GATE VALVES: WITH RISING STEM.
2. BALL VALVES: WITH EXTENDED OPERATING HANDLE OF
NON -THERMAL -CONDUCTIVE MATERIAL, AND PROTECTIVE SLEEVE THAT ALLOWS
OPERATION OF VALVE WITHOUT BREAKING THE VAPOR SEAL OR DISTURBING
INSULATION.
3. BUTTERFLY VALVES: WITH EXTENDED NECK.
F. VALVE -END CONNECTIONS:
1. FLANGED: WITH FLANGES ACCORDING TO ASME 816.1 FOR IRON VALVES.
2. SOLDER JOINT: WITH SOCKETS ACCORDING TO ASME B16.18.
3. THREADED: WITH THREADS ACCORDING TO ASME 81.20.1.
G. NSF COMPLIANCE: NSF 61 ANNEX G FOR VALVE MATERIALS FOR POTABLE -WATER
SERVICE.
H. BRONZE VALVES SHALL BE MADE WITH DEZINCIFICATION-RESISTANT MATERIALS.
BRONZE VALVES MADE WITH COPPER ALLOY (BRASS) CONTAINING MORE THAN 15
PERCENT ZINC ARE NOT PERMITTED.
I. VALVE PRESSURE -TEMPERATURE RATINGS: NOT LESS THAN INDICATED AND AS
REQUIRED FOR SYSTEM PRESSURES AND TEMPERATURES.
J. VALVE BYPASS AND DRAIN CONNECTIONS: MSS SP -45.
BRONZE BALL VALVES
A. BRONZE BALL VALVES, TWO-PIECE WITH FULL PORT, AND BRONZE TRIM:
L DESCRIPTION:
1. STANDARD: MSS SP -110.
2. CWP RATING: 600 PSIG (4140 KPA).
3. BODY DESIGN: TWO PIECE.
4. BODY MATERIAL: BRONZE.
5. ENDS: THREADED AND SOLDERED.
6. SEATS: PTFE.
7. STEM: BRONZE OR BRASS.
8. BALL' CHROME -PLATED BRASS.
9. PORT: FULL.
IRON, SINGLE -FLANGE BUTTERFLY VALVES
A. IRON, SINGLE -FLANGE BUTTERFLY VALVES WITH ALUMINUM -BRONZE DISC:
I. DESCRIPTION:
1. STANDARD: MSS SP -67, TYPE I.
2. CWP RATING: 200 PSIG (1380 KPA).
3. BODY DESIGN: LUG TYPE; SUITABLE FOR BIDIRECTIONAL DEAD-END SERVICE AT
RATED PRESSURE WITHOUT USE OF DOWNSTREAM FLANGE.
4. BODY MATERIAL: ASTM A 126, CAST IRON OR ASTM A 536, DUCTILE IRON.
5. SEAT: EPDM OR NBR.
6. STEM: ONE- OR TWO-PIECE STAINLESS STEEL.
7. DISC: ALUMINUM BRONZE.
IRON, SINGLE -FLANGE BUTTERFLY VALVES WITH DUCTILE -IRON DISC:
A. DESCRIPTION:
1. STANDARD: MSS SP -67, TYPE I.
2. CWP RATING: 200 PSIG (1380 KPA).
3. BODY DESIGN: LUG TYPE; SUITABLE FOR BIDIRECTIONAL DEAD-END SERVICE AT
RATED PRESSURE WITHOUT USE OF DOWNSTREAM FLANGE.
4. BODY MATERIAL: ASTM A 126, CAST IRON OR ASTM A 536, DUCTILE IRON.
5. SEAT: EPDM OR NBR.
6. STEM: ONE- OR TWO-PIECE STAINLESS STEEL.
7. DISC: NICKEL -PLATED OR -COATED DUCTILE IRON.
BRONZE GATE VALVES
A. BRONZE GATE VALVES, NRS, CLASS 125:
B. DESCRIPTION:
1. STANDARD: MSS SP -80, TYPE 1.
2. CWP RATING: 200 PSIG (1380 KPA).
3. BODY MATERIAL: BRONZE WITH INTEGRAL SEAT AND SCREW-IN BONNET
4. ENDS: THREADED OR SOLDER JOINT.
5. STEM: BRONZE.
6. DISC: SOLID WEDGE; BRONZE.
7. PACKING: ASBESTOS FREE.
8. HANDWHEEL: MALLEABLE IRON, BRONZE, OR ALUMINUM.
IRON GATE VALVES
A. IRON GATE VALVES, NRS, CLASS 125:
B. DESCRIPTION:
1. STANDARD: MSS SP -70, TYPE I.
2. CWP RATING: 200 PSIG (1380 KPA).
3. BODY MATERIAL: GRAY IRON WITH BOLTED BONNET.
4. ENDS: FLANGED.
5. TRIM: BRONZE.
6. DISC: SOLID WEDGE.
7. PACKING AND GASKET: ASBESTOS FREE.
BRONZE, CALIBRATED -ORIFICE, BALANCING VALVES:
1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE
WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
ARMSTRONG PUMPS, INC.
BELL & GOSSETT DOMESTIC PUMP; A DIVISION OF ITT INDUSTRIES.
FLOW DESIGN INC.
GERAND ENGINEERING CO.
GRISWOLD CONTROLS.
TACO.
2. BODY: BRONZE, BALL OR PLUG TYPE WITH CALIBRATED ORIFICE OR VENTURI.
3. BALL: BRASS OR STAINLESS STEEL.
4. PLUG: RESIN.
5. SEAT: PTFE.
6. END CONNECTIONS: THREADED OR SOCKET.
7. PRESSURE GAGE CONNECTIONS: INTEGRAL SEALS FOR PORTABLE DIFFERENTIAL
PRESSURE METER.
8. HANDLE STYLE: LEVER, WITH MEMORY STOP TO RETAIN SET POSITION.
9. CWP RATING: MINIMUM 125 PSIG .
10. MAXIMUM OPERATING TEMPERATURE: 250 DEG F .
0. CAST-IRON OR STEEL, CALIBRATED -ORIFICE, BALANCING VALVES:
1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE
WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
ARMSTRONG PUMPS, INC.
BELL & GOSSETT DOMESTIC PUMP; A DIVISION OF ITT INDUSTRIES.
FLOW DESIGN INC.
GERAND ENGINEERING CO.
GRISWOLD CONTROLS.
TACO.
TOUR & ANDERSSON; AVAILABLE THROUGH VICTAULIC COMPANY OF AMERICA,
2. BODY: CAST-IRON OR STEEL BODY, BALL, PLUG, OR GLOBE PATTERN WITH
CALIBRATED ORIFICE OR VENTURI.
3. BALL: BRASS OR STAINLESS STEEL
4. STEM SEALS: EPDM O -RINGS.
5. DISC: GLASS AND CARBON -FILLED PTFE.
6. SEAT: PTFE.
7. END CONNECTIONS: FLANGED OR GROOVED.
8. PRESSURE GAGE CONNECTIONS: INTEGRAL SEALS FOR PORTABLE DIFFERENTIAL
PRESSURE METER.
9. HANDLE STYLE: LEVER, WITH MEMORY STOP TO RETAIN SET POSITION.
10. CWP RATING: MINIMUM 125 PSIG .
11. MAXIMUM OPERATING TEMPERATURE: 250 DEG F .
2.6 AIR CONTROL DEVICES
1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE
WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
A. AMTROL, INC.
B. ARMSTRONG PUMPS, INC.
C. BELL & GOSSETT DOMESTIC PUMP; A DIVISION OF ITT INDUSTRIES.
D. TACO.
AIR VENTS AID IN SYSTEM FILLING. AIR REMOVAL AFTER INITIAL STARTUP IS
ACCOMPLISHED BY AIR SEPARATOR OR BOILER DIP -TUBE.
LEAKAGE FROM AUTOMATIC AIR VENTS MAY CAUSE DAMAGE TO CEILINGS AND OTHER
FINISHED SURFACES. MANUAL AIR VENTS MAY BE PREFERRED OVER AUTOMATIC AIR
VENTS IN FINISHED SPACES.
D. MANUAL AIR VENTS:
1. BODY: BRONZE.
2. INTERNAL PARTS: NONFERROUS.
3. OPERATOR: SCREWDRIVER OR THUMBSCREW.
4. INLET CONNECTION: NPS 1/2 .
5. DISCHARGE CONNECTION: NPS 1/8 .
6. CWP RATING: 150 PSIG .
7. MAXIMUM OPERATING TEMPERATURE: 225 DEG F .
C. AUTOMATIC AIR VENTS:
1. BODY: BRONZE OR CAST IRON.
2. INTERNAL PARTS: NONFERROUS.
3. OPERATOR: NONCORROSIVE METAL FLOAT.
4. INLET CONNECTION: NPS 1/2 .
5. DISCHARGE CONNECTION: NPS 1/4 .
6. CWP RATING: 150 PSIG .
7. MAXIMUM OPERATING TEMPERATURE: 240 DEG F .
D. AIR PURGERS:
1. BODY: CAST IRON WITH INTERNAL BAFFLES THAT SLOW THE WATER VELOCITY
TO SEPARATE THE AIR FROM SOLUTION AND DIVERT IT TO THE VENT FOR QUICK
REMOVAL
2. MAXIMUM WORKING PRESSURE: 150 PSIG .
3. MAXIMUM OPERATING TEMPERATURE: 250 DEG F .
2.7
HYDRONIC PIPING SPECIALTIES
A.
Y -PATTERN
STRAINERS:
1.
BODY: ASTM A 126, CLASS B, CAST IRON WITH BOLTED COVER AND BOTTOM
DRAIN CONNECTION.
2.
END CONNECTIONS: THREADED ENDS FOR NPS 2 AND SMALLER; FLANGED ENDS
FOR NPS 2-1/2 AND LARGER.
3.
STRAINER SCREEN: 60 -MESH STARTUP STRAINER, AND PERFORATED
STAINLESS-STEEL BASKET WITH 50 PERCENT FREE AREA.
4.
CWP RATING: 125 PSIG .
B.
STAINLESS-STEEL BELLOW, FLEXIBLE CONNECTORS:
1.
BODY: STAINLESS-STEEL BELLOWS WITH WOVEN, FLEXIBLE, BRONZE,
WIRE -REINFORCING PROTECTIVE JACKET.
2.
END CONNECTIONS: THREADED OR FLANGED TO MATCH EQUIPMENT CONNECTED.
3.
PERFORMANCE: CAPABLE OF 3/4 -INCH MISALIGNMENT.
4.
CWP RATING: 150 PSIG .
5.
MAXIMUM OPERATING TEMPERATURE: 250 DEG F .
C.
SPHERICAL, RUBBER, FLEXIBLE CONNECTORS:
1.
BODY: FIBER -REINFORCED RUBBER BODY.
2.
END CONNECTIONS: STEEL FLANGES DRILLED TO ALIGN WITH CLASSES 150 AND
300 STEEL FLANGES.
3.
PERFORMANCE: CAPABLE OF MISALIGNMENT.
4.
CWP RATING: 150 PSIG .
MAXIMUM OPERATING TEMPERATURE: 250 DEG F
PART 3 - EXECUTION
3.03 OPENINGS, CUTTING AND PATCHING
A. GENERAL: CONTRACTOR SHALL SET IN POSITION ALL SLEEVES AND INSERTS REQUIRED
IN WALLS, PARTITIONS, CEILINGS, OR FLOORS, AND SHALL HAVE A REPRESENTATIVE
ON-SITE DURING POURING OF CONCRETE TO MAINTAIN POSITION OF SLEEVES AND
INSERTS UNTIL CONCRETE IS SET. CLOSE COORDINATION IS REQUIRED TO INSURE THAT
ALL SLEEVES ARE PROPERLY SET. CORRECTNESS OF SIZE AND LOCATION OF OPENINGS
SHALL BE VERIFIED BY CONTRACTOR AFTER FRAMING IS IN PLACE. CONTRACTOR SHALL
DO ALL CUTTING AND PATCHING OF EXISTING AND/OR NEW BUILDING MATERIALS
REQUIRED FOR INSTALLATION OF WORK HEREIN SPECIFIED. NO STRUCTURAL MEMBERS
SHALL BE CUT WITHOUT APPROVAL OF STRUCTURAL ENGINEER AND ALL SUCH CUTTING
SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER, MEETING WITH APPROVAL OF
STRUCTURAL ENGINEER TO MATCH ADJOINING SURFACES AND FINISHES, BY MECHANICS
OF PARTICULAR TRADE INVOLVED. SLEEVES AND OPENINGS NOT USED DURING
CONSTRUCTION SHALL BE SEALED WITH GROUT BY CONTRACTOR. OPENINGS BETWEEN
PIPES AND SLEEVES THROUGH FIRE AND SMOKE WALLS OR FLOORS SHALL BE SEALED
TO PREVENT PASSAGE OF SMOKE OR HEAT USING AN UNDERWRITERS' LABORATORIES
APPROVED METHOD RATED AT LEAST EQUAL TO THE BARRIER BEING PENETRATED.
METHOD OF SEALING SHALL BE SUBMITTED WITH PROOF OF U.L. APPROVAL WITH OTHER
SUBMITTALS. ALL OPENINGS REQUIRED IN CONCRETE WHICH WERE OMITTED WHEN
CONCRETE WAS POURED SHALL BE CAREFULLY MADE BY USE OF CORE BORING
OPERATION WITH 5 -IN. MAXIMUM HOLE SIZE UNLESS LARGER SIZE IS APPROVED BY
STRUCTURAL ENGINEER. CUT NO OPENINGS IN PRESTRESSED OR PRECAST MEMBERS
WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
B. SLEEVES:
1. WALLS AND PARTITIONS:
A. PIPE SLEEVES 8 -INCH DIAMETER AND SMALLER (ABOVE GRADE):
SLEEVES SHALL BE MILD STEEL PIPE OR PLASTIC SLEEVES BUILT INTO WALL,
PARTITION OR BEAM, SIZED TO PASS PIPE AND COVERING, LEAVING A
CLEAR SPACE OF 1/4 -INCH MINIMUM BETWEEN COVERING AND SLEEVE.
PENETRATIONS OF FIRE RATED BARRIERS SHALL HAVE MILD STEEL SLEEVES.
B. PIPE SLEEVES INSTALLED IN EXTERIOR WALLS BELOW GRADE: SCHEDULE
40 STEEL HOT DIPPED GALVANIZED AFTER FABRICATION OR CAST IRON
SLEEVE WITH 1/4 -INCH X 3 -INCH CENTER FLANGE (WATER STOP) AROUND
THE OUTSIDE.
2. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE
GALVANIZED SHEET STEEL OR PLASTIC, SET BEFORE FLOOR IS POURED, SIZED TO
PASS PIPE AND COVERING, LEAVING A CLEAR SPACE OF 1/4 -INCH BETWEEN
COVERING AND SLEEVE, AND SHALL EXTEND 1/2 -INCH ABOVE FINISHED FLOOR.
3. DUCT SLEEVES: SLEEVES OR OPENINGS SIZED TO PASS MECHANICAL DUCTS AND
COVERING SHALL BE OF FRAMED CONSTRUCTION IN ROOF, WALL, OR PARTITIONS.
C. SEALING OF SLEEVES:
1. SLEEVES BELOW GRADE: CAULK ANNULAR SPACE BETWEEN PIPE AND SLEEVE
USING OAKUM AND POURED LEAD BOTH SIDES MINIMUM ONE INCH DEEP TO MAKE
WALL PENETRATION WATER TIGHT.
2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES, DUCT, ETC., PASSING THROUGH
SLEEVES SHALL BE MADE DRAFT FREE AND VERMIN -PROOF BY PACKING SOLIDLY
WITH MINERAL WOOL OR FIBERGLASS.
3. SEALING OF SLEEVES THROUGH FIRE RATED BARRIERS: OPENINGS AROUND
PIPES, ETC., THROUGH FIRE RATED BARRIERS SHALL BE SEALED USING AN U.L.
APPROVED METHOD RATED AT LEAST EQUAL TO THE WALL BEING PENETRATED.
3.04 REMOVAL OF RUBBISH:
CONTRACTOR SHALL AT ALL 11MES KEEP PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIAL OR RUBBISH GENERATED BY WORK UNDER THIS CONTRACT.
3.05 EXCAVATION, BACKFILLING AND COMPACTION:
ALL EXCAVATION, BACKFILLING, COMPACTION, TESTING, ETC. REQUIRED FOR THE INSTALLATION
OF UNDERGROUND PIPING IN THIS DIVISION OF THE SPECIFICATIONS SHALL BE DONE BY THE
MECHANICAL CONTRACTOR. THIS WORK SHALL BE DONE IN STRICT ACCORDANCE WITH
EXCAVATION AND BACKFILLING SECTION OF DIVISION 2.
3.06 CLEANING AND ADJUSTMENTS:
UPON COMPLETION OF WORK, CONTRACTOR SHALL CLEAN, OIL AND GREASE ALL FANS,
MOTORS AND OTHER RUNNING EQUIPMENT AND APPARATUS WHICH HE INSTALLS AND MAKE
CERTAIN ALL SUCH APPARATUS AND MECHANISMS ARE IN PROPER WORKING ORDER AND
READY FOR TEST. REFER TO SECTION ENTITLED "SYSTEMS COMPLETION".
3.07 AS -BUILT DRAWINGS:
UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE
ARCHITECT A SET OF DRAWINGS, MARKED TO SCALE, INDICATING THE SIZE AND LOCATION
OF PIPING AND DUCTS, AND NOTING ALL MAJOR CHANGES MADE DURING CONSTRUCTION.
THE CONTRACTOR SHALL OBTAIN THE DRAWINGS FROM THE ARCHITECT AND SHALL BEAR
ALL COSTS IN OBTAINING THE DRAWINGS AND PROVIDING THE AS -BUILT DRAWINGS. THE
CONTRACTOR SHALL DELIVER THE DRAWINGS PLUS TWO SETS OF AS -BUILT DRAWINGS TO
THE ARCHITECT. EACH SHEET IN EACH SET SHALL BE SIGNED BY A PRINCIPAL
REPRESENTATIVE OF THE CONTRACTOR, DATED AND HAVE "AS -BUILT" STAMPED NEAR THE
SIGNATURE. DRAWINGS SHALL GIVE ACCURATE DIMENSIONS MEASURED FROM COLUMNS,
WALLS, BEAMS AND OTHER FIXED PARTS OF THE BUILDING TO THE CONCEALED MATERIALS.
THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS AT THE SITE AND EACH DAY
SHALL RECORD INSTALLATION OF PIPE, DUCTS, ETC. TO INSURE ACCURATE "AS -BUILT"
DRAWINGS. THE CONTRACTOR SHALL ALSO FURNISH A SET OF DRAWINGS AND TWO SETS
OF CONTRACTOR SIGNED AND DATED AS -BUILT DRAWINGS OF THE CONTROLS.
3.08 GUARANTEE AND SERVICE:
A. IN ADDITION TO THE GUARANTEE OF EQUIPMENT BY THE MANUFACTURER OF EACH
PIECE OF EQUIPMENT SPECIFIED HEREIN, THE MECHANICAL CONTRACTOR SHALL ALSO
GUARANTEE SUCH EQUIPMENT AND SHALL BE HELD RESPONSIBLE FOR A PERIOD OF
ONE YEAR FROM FINAL ACCEPTANCE FOR NECESSARY ADJUSTMENTS AND/OR
REPLACEMENTS OF ALL DEFECTIVE EQUIPMENT, MATERIALS AND WORKMANSHIP
WITHOUT EXPENSE TO THE OWNER. PROVIDE A LETTER TO THE OWNER STATING THE
CONTRACTOR'S GUARANTEE AND DATES OF GUARANTEE COVERAGE.
B. CLEANING OF PERMANENT TYPE FILTERS; LUBRICATION, AND CLEANING OF STRAINERS
SHALL BE TO 30 -DAYS AFTER THE FINAL ACCEPTANCE.
C. THE CONTRACTOR SHALL PROVIDE FOR A REPRESENTATIVE OF HIS FIRM, THE
CONTROL SYSTEM CONTRACTOR, AND THE OWNER'S REPRESENTATIVE TO RETURN TO
THE JOB AT THE CHANGE OF SEASONS, (SUMMER TO WINTER OR WINTER TO SUMMER)
FOR THE FIRST YEAR ONLY, TO ADJUST THE AIR CONDITIONING SYSTEMS AND
RECHECK OR RECALIBRATE CONTROLS AS MAY BE REQUIRED OF THE SEASON CHANGE
FROM COOLING TO HEATING OR VICE VERSA.
3.09 ACCEPTANCE
A. AS A PREREQUISITE TO REQUESTING FINAL INSPECTION, CONTRACTOR SHALL:
1. EMPLOY THE SERVICES OF A NEBB OR AABC CERTIFIED TEST AND BALANCE
CONTRACTOR TO TEST AND BALANCE EACH SYSTEM TO ASSURE DESIGN
PERFORMANCE AND PROVIDE ARCHITECT AND ENGINEER WITH PRELIMINARY TEST
RESULTS.
2. FURNISH LETTER FROM AUTHORIZED REPRESENTATIVE OF CONTROL
MANUFACTURER THAT ALL CONTROLS HAVE BEEN CHECKED FOR OPERATION
AND CALIBRATION AND THAT ALL SYSTEMS ARE OPERATING AS INTENDED.
B. ACCEPTANCE WILL BE MADE BY THE ARCHITECT -ENGINEER OR HIS REPRESENTATIVE
ON THE BASIS OF TESTS AND INSPECTION OF THE JOB. CONTRACTOR SHALL
FURNISH THE NECESSARY MECHANICS TO OPERATE SYSTEMS, MAKE ANY NECESSARY
ADJUSTMENTS AND ASSIST WITH THE FINAL INSPECTION.
No. 82121
Of
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STATE OF
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OR
M CVEIGH & MANGUM
ENGINEERING•INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904) 483-5200 Fax: (904) 636-6770
CA 6330 email: mail agMcVeighMangum.com
Eng, of Record: Thomas J. Fugard License No.: 82121
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WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOI
DRAWN BY
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DATE
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UNDERGROUND TO SERVE THE COLEMAN BUILDING. SEE SHEET
iz
MR101 FOR ADDITIONAL INFORMATION.
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HWS/R PIPING, AND CAP ENDS BELOW GRADE AS ALLOWED BY AHJ.
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3
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ROUTING OF PIPE IS APPROXIMATE. MECHANICAL CONTRACTOR
TEMPORARY SURVEY MARKINGS
SHALL FIELD VERIFY ROUTING OF CHILLED WATER AND HOT WATER
f
f
PIPING TO AND FROM THE COLEMAN BUILDING PRIOR TO
GAS, OIL, STEAM, PETROLEUM
CONSTRUCTION. ANY MAJOR DISCREPANCIES SHALL BE REPORTED
- !
TO THE OWNER.
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MECHANICAL CONTRACTOR SHALL COORDINATE WITH GENERAL
<<,
CONTRACTOR AND MAKE PREPARATIONS FOR THE INTERCEPTION
P,
AND REDIRECTION OF ALL EXISTING UNDER GROUND PIPING AND
I;
CONTROL CABLES TO NEW LOCATION.
It
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CHILLER CONTAINS HEAT RECOVERY PACKAGE, CONTRACTOR
SHALL COORDINATE SHUTDOWN OF HOT WATER WHILE
I
RELOCATING CHILLER.
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1. EXISTING CHILLER AND CHILLED WATER PUMP TO BE RELOCATED
t f
TO COLEMAN BUILDING PROPERTY. CURRENTLY PIPING IS RUN
I
UNDERGROUND TO SERVE THE COLEMAN BUILDING. SEE SHEET
J{f
MR101 FOR ADDITIONAL INFORMATION.
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%f
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CONNECTIONS. OTHERWISE, ABANDON IN PLACE ALL CHWS/R &
r
HWS/R PIPING, AND CAP ENDS BELOW GRADE AS ALLOWED BY AHJ.
--- ._-------
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GRADE.
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5. PROVIDE NEW 3/4" CW MAKEUP. CONNECT TO EXISTING WATER
K2 ;i0-
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'BEFORE YOU DIG'
IN FLORIDA CALL
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REgI&51014a
QOi4NER REVISIONS
15 MAY 2018
MCEIGH MANGUM
ENGINEERING•INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904)483-5200 Fax: (904)636-6770
CA 6330 email: mail@McVeighMangun com
Eug. of Record: Thomas J. Fugard License No.: 82121
DRAWING, IFS DESIGN CONCEPT AND ITS DETAIL ARE
E SOLE PROPERTY OF AS ARCHITECTURE, INC_ AND SHALL j
NOS BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR 3
DRAWN BY
T
DATE
MAy 15, 2018
PROJECT
16195
SHEET NO.
0 0
Typical Plans
WHITE
PROPOSED EXCAVATION
PINK
TEMPORARY SURVEY MARKINGS
RED
ELEC PWR LINES, CABLES, CONDUITS
YELLOW
GAS, OIL, STEAM, PETROLEUM
ORANGE
COMMUNICATION, ALARM, SIGNAL
BLUE
POTABLE WATER
PURPLE
RECLAIMED WATER, IRRIGATION
GREEN
SEWER AND DRAIN LINES
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P I a n mI i n 11
REgI&51014a
QOi4NER REVISIONS
15 MAY 2018
MCEIGH MANGUM
ENGINEERING•INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904)483-5200 Fax: (904)636-6770
CA 6330 email: mail@McVeighMangun com
Eug. of Record: Thomas J. Fugard License No.: 82121
DRAWING, IFS DESIGN CONCEPT AND ITS DETAIL ARE
E SOLE PROPERTY OF AS ARCHITECTURE, INC_ AND SHALL j
NOS BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR 3
DRAWN BY
T
DATE
MAy 15, 2018
PROJECT
16195
SHEET NO.
0 0
Typical Plans
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SCALE: 1/4" = V-0"
® KEYED DEMOLITION NOTES:
1. DEMOLISH EXISTING CHWS/CHWR/HWS/HWR PIPING COMPLETE
INCLUDING INSULATION, HANGERS, AND SUPPORTS. DEMOLISH ALL
ASSOCIATED VALVES AND FITTINGS.
2. DEMOLISH EXISTING CW MAKEUP SUPPLY. CAP BELOW GRADE.
3. DEMOLISH EXISTING CONCRETE EQUIPMENT PAD COMPLETE.
4, EXISTING AIR COOLED CHILLER TO BE REUSED IN NEW WORK.
5. EXISTING CHILLED WATER PUMP TO BE REUSED IN NEW WORK.
6. EXISTING AIR SEPARATOR TO BE RESUED IN NEW WORK.
7. EXISTING EXPANSION TANK TO BE REUSED IN NEW WORK.
8. EXISTING CHEMICAL SHOT FEEDER TO BE REUSED IN NEW WORK.
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2. EXISTING CHILLED WATER PUMP RELOCATED TO BE REUSED IN
NEW WORK.
1 EXISTING EXPANSION TANK RELOCATED TO BE REUSED IN NEW
WORK.
4. EXISTING AIR SEPARATOR RELOCATED TO BE REUSED IN NEW
WORK,
5. EXISTING CHEMICAL SHOT FEEDER RELOCATED TO BE REUSED IN
NEW WORK.
6. PROVIDE NEW CHWS/CHWR/HWS/HWR PIPING FROM RELOCATED
EQUIPMENT TO INDICATED POINT OF CONNECTION INCLUDING
INSULATION, HANGERS, AND SUPPORTS. SEE PIPING SCHEMATIC
ON SHEET MR102 FOR ADDITIONAL INFORMATION.
PROVIDE NEW 3/4° CW MAKEUP CONNECT TO EXISTING WATER
GENERAL NOTES:
1. NOT ALL VALVES, FITTINGS, AND GAUGES ARE SHOWN FOR
CLARITY. SEE SCHEMATIC ON SHEET MR102 FOR ADDITIONAL
INFORMATION.
2. CHILLER SHALL FOLLOW SAME SEQUENCE OF OPERATION FOR
EXISTING CONTROLS. ALL DEVICES NECESSARY FOR EXISTING
OPERATION SHALL BE PROVIDED.
3, EXISTING CONTROLS ARE JOHNSON CONTROLS
LINE. SEE CIVIL FOR ADDITIONAL INFORMATION. SEE PIPING \`�`,`��llttt1111It111�/l�
SCHEMATIC ON SHEET MR102 FOR ADDITIONAL INFORMATION..i.In.......
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McVEIGH & MANGUM
ENGINEERING• INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904)483-5200 Fax: (904)636-6770
CA 6330 email: mail@McVcighMangum.com
Eng. of Record: Thomas J. Fugard License No.: 82121
"I4E4 UNDER T%OD AVE,
WAUWATOSA, W9 5.3215
414 431.3131 TEL
414,431.0531 FAX
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THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE I
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NOT BE COPIED IN ANY FORM OR MANNER WITHOUT';
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR i
DRAWN BY
IT
DATE
MAy 1.5, 2018
PROJECT
16195
SHEET NO.
i'domm 1/4" MECH PLENLARGED PLANS MR101
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METAL BAND OF
BELT INSTALLED
PER MFGS
INSTRUCTIONS
RIVETS OR
SCREWS AT
SEAMS
METAL JACKET W/TOP
LAP FACING DOWN
LEA. tUNNLU1Vr_%1 k
RESSURE GAUGE (TYP.)
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MOUNT ON EXISTING
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BETWEEN FIRST
BAND AND OVER
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NOTES:
1 LONGITUDINAL JACKETING SEAMS POSITIONED
AT 3 OR 9 O'CLOCK ONLY W/TOP
LAP FACING DOWN FOR WEATHER PROOFING
2 OVERLAP JACKETING A MIN OF 1-1/2-
5PIPE JACKETING DETAIL.
R --- I
102 NTS
DISCHARGE PIPE
PRESSURE GAUGE
GAUGE COCK
BUTTERFLY VALVE
ECENTRIC REDUCER
(FLAT ON TOP)
STRAINER 7
SIM11111
INSTALL SUPPORT AS CLOSE
TO PIPE ELBOW AS POSSIBLE
TRIPLE DUTY VALVE
THERMOMETER
FLEXIBLE CONNECTOR
CONCENTRIC REDUCER
MOTOR
EQUIPMENT PAD WITH
CHAMFERED EDGES
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6" MIN
6" MIN
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:6 i UNDERGROUND PIPE DETAIL
R102J I NTS
(E)AS-1
HIGH-CAPACITY AUTOMATIC AIR VENT
WITH C.I. BODY AND STAINLESS STEEL
INTERNAL COMPONENTS.
1" MAKE-UP
WATER
6" CHILLED
WATER INLET
AIR SEPARATOR WITH
INTEGRAL STRAINER
BALL VALVE FOR
BLOWDOWN
NTS
GALV. SADDLE UNDER
PIPE, MIN. 12" LONG-
GALV. ANGLE, SIZE
AS REQ'D
MIN. 3' DIA. GALV. PIPE
OR EQUIVALENT CHANNEL
PRIME AND PAINT ENTIRE
ASSEMBLY, COLOR TO BE
SELECTED BY OWNER
—SECURE "Un BOLT W/ DOUBLE NUTS
o€ SUCH THAT BOLT WILL RESTRICT
U-1
W LATERAL PIPE MOVEMENT, WHILE
W ALLOWING EXPANSION.
120 x 12" x y" GALV PLATE
—SECURE TO SLAB W/ MIN.
(4) EXPANSION ANCHORS
CONCRETE SLAB ON GRADE
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ENGINEERING- INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256 1
Ph: (904) 483-5200 Fax: (904) 636-6770
CA 6330 email: mailgMeVeighMangum.com
Eng. of Record: Thomas J. Fugard License No.. 82121
1414 UN05ffW000 AVE,
WAUWAT05A, W 53213
4,'94.431.31 31TEL
43 4.•A31 053 1 FAX
W WW AG A R
n
g.
REVISIONS
e4e
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIONEWCREATOR
DRAWN! BY
IT
DATE
MAy 15, 2018
PROJECT
16195
SHEET NO.
lqxft�
1/4" MECH DwtRz0mTA1L%40.'_")"' MR�002
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FIELD PHOTO #1 - EXISTING CHILLER
I OURmemamt SIM
FIELD PHOTO #2 - EXISTING STREET
EXISTING LOAD DATA
EXISTING 350A/48OV/3PH FUSED
DISCONNECT FEEDING AN EXISTING
CHILLER TO BE RELOCTED
ADJACENT TO COLEMAN BUILDING.
EXISTING
CONDITIONS
_.......:_..._............__..................r._...__...................._.....
TRENCHING OF EXISTING
PARKING LOT
3 #400, #3G, 3"C — —
(1) 3"C SPARE WIPULLWIRE
–� H1-26
D=- U1-36' U1-34 /
EXISTING
CHILLER F.DISC
400A/3/350/3R
480/3PH
O
EXISTING
CT's
EXISTING
UTILITY COMPANY
TRANSFORMER
48012770V13PH/4W
FIELD PHOTO #3 -EXISTING PARKING LOT
'NEW WORK' IS SHOWN AS: BOLD LINE WEIGHTS.
'EXISTING WORK' IS SHOWN AS: LIGHT L 1N 'i`vii-.`J aHTS.
I0,
1414 UNDERWOOD A -'o, E.
WAUWATOSA, Wb 53213
41 4.43 4 .05 3 1 FAX
WW W A04. R 14 C0fly.
ng
REVISION
AOWNER REVI5ION5
15 MAY 2018
�,.•'�GENSF
OAK t u
0� •. STPD 4c�'
�j•
.090 ••.FOA
C R, .••'�`
M CVEIGH &, MANGUM
ENGINEERING •INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904) 483-5200 Fax: (904) 636-6770
CA 6330 email: mail@McVeighMangum.com
Eng. of Record: Andrew M. May License No.: 73102
ELECTRICAL POWER RISER AND NOTES
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL AS
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHAT
NOT BE COPIED IN ANY FORM OR MANNER WTTHOL
WRITTEN AUTHORIZATION Of ITS DESIGNER/CREATO
DRAWN BY
LW
DATE
MAy 15, 2018
PROJECT
16195
SHEET NO.
I aLa1I1]
Typical Plans
1
EXISTING i NEW ELEC POWER RISER
ER100
NOT TO SCALE
GENERAL PLAN NOTES.
ALL NEW UNDERGROUND ELECTRICAL RUNS SHALL BE IN SCHEDULE 40PVC AND A MINIMUM OF
24" BELOW GRADE.
OKEYED
RISER NOTES
1.
PRIOR TO BID THE ELEC CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE WITH
GENERAL AND MECHANICAL CONTRACTORS TO VERIFY WHO WILL BE RESPONSIBLE FOR
TRENCHING AND PATCHING EXISTING PARKING LOT.
2.
PROVIDE ENGRAVED LABEL FOR FUSED DISCONNECT TO READ LINE ONE "CHILLER FUSED
y
DISC", LINE 2 "480V/3PHASE".
3.
EXISTING (3) 120V CIRCUITS TO BE REDIRECTED TO NEW CHILLER LOCATION. VERIFY WITH
CHILLER CONTRACTOR IF ALL 3 ARE STILL REQUIRED.
4.
FIELD VERIFY AND IF NOT EXISTING PROVIDE WEATHER PROTECTED WHILE IN USE ENCLOSURE
AND GFI RECEPTACLE FOR EQUIPMENT MAINTENANCE.
FIELD PHOTO #3 -EXISTING PARKING LOT
'NEW WORK' IS SHOWN AS: BOLD LINE WEIGHTS.
'EXISTING WORK' IS SHOWN AS: LIGHT L 1N 'i`vii-.`J aHTS.
I0,
1414 UNDERWOOD A -'o, E.
WAUWATOSA, Wb 53213
41 4.43 4 .05 3 1 FAX
WW W A04. R 14 C0fly.
ng
REVISION
AOWNER REVI5ION5
15 MAY 2018
�,.•'�GENSF
OAK t u
0� •. STPD 4c�'
�j•
.090 ••.FOA
C R, .••'�`
M CVEIGH &, MANGUM
ENGINEERING •INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904) 483-5200 Fax: (904) 636-6770
CA 6330 email: mail@McVeighMangum.com
Eng. of Record: Andrew M. May License No.: 73102
ELECTRICAL POWER RISER AND NOTES
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL AS
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHAT
NOT BE COPIED IN ANY FORM OR MANNER WTTHOL
WRITTEN AUTHORIZATION Of ITS DESIGNER/CREATO
DRAWN BY
LW
DATE
MAy 15, 2018
PROJECT
16195
SHEET NO.
I aLa1I1]
Typical Plans
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3—STORY ADMNISTF�ATIVE
16, G 40 f k,
'NEW WORK' IS SHOWN AS: BOLD LINE WEIGHTS.
'EXISTING WORK' IS SHOWN AS: LIGHT LINE WEIGHTS.
4
ARIEL PHOTOGRAPH VIEW
I 'B ORE 151
IN FLORIDA CALL
811 FOR
UNDERGROUND
UTILITIES
...........
....................................... ...................
..................................................
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I Re.
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...........
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ELEC PWR LINES, CABLES, CONDUITS
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. . ....... . ........
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SEWER AND DRAIN LINES
.............
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EAST WINDS APTS
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24,425 sq -ft,
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EXISTING N
ELECTRICAL
f.
COLEMAN CENTER.
3—STORY ADMNISTF�ATIVE
16, G 40 f k,
'NEW WORK' IS SHOWN AS: BOLD LINE WEIGHTS.
'EXISTING WORK' IS SHOWN AS: LIGHT LINE WEIGHTS.
4
ARIEL PHOTOGRAPH VIEW
I 'B ORE 151
IN FLORIDA CALL
811 FOR
UNDERGROUND
UTILITIES
...........
....................................... ...................
..................................................
WHITE
PROPOSED EXCAVATION
PINK
TEMPORARY SURVEY MARKINGS
RED
ELEC PWR LINES, CABLES, CONDUITS
YELLOW
GAS, OIL, STEAM, PETROLEUM
ORANGE
COMMUNICATION, ALARM, SIGNAL
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EAST WINDS APTS
2 STOPY APARTMDT BUIDING
24,425 sq -ft,
tt
. . .........
- — - — — ------- - ------ 7Q
— — -------- — — ----
4_j
JJki,. i J .......... ...
g WELL2
iAl
EXISTING N
ELECTRICAL
f.
COLEMAN CENTER.
3—STORY ADMNISTF�ATIVE
16, G 40 f k,
'NEW WORK' IS SHOWN AS: BOLD LINE WEIGHTS.
'EXISTING WORK' IS SHOWN AS: LIGHT LINE WEIGHTS.
4
ARIEL PHOTOGRAPH VIEW
I 'B ORE 151
IN FLORIDA CALL
811 FOR
UNDERGROUND
UTILITIES
...........
....................................... ...................
..................................................
WHITE
PROPOSED EXCAVATION
PINK
TEMPORARY SURVEY MARKINGS
RED
ELEC PWR LINES, CABLES, CONDUITS
YELLOW
GAS, OIL, STEAM, PETROLEUM
ORANGE
COMMUNICATION, ALARM, SIGNAL
BLUE
POTABLE WATER
PURPLE
RECLAIMED WATER, IRRIGATI
GREEN
SEWER AND DRAIN LINES
M OVE
Olun & NLA
I u NGUM
ENGINEERING -INC
9133 R.G. Skinner Parkway
Jacksonville, Florida 32256
Ph: (904)483-5200 Fax: (904)636-6770
CA 6330 email: mailgMcVeighMangum.com
Eng. of Record: Andrew M. May License No.: 73102
M.
•�p ENS
.7 10
ST OF
1
OA 410 N AV
THIS ..., ITS DESIGN CONCEPT AND ITS DETAIL Al
THE SOLE PROPERTY OF AS ARCHITECTURE, INC. AND SHA
NOT BE COPIED IN ANY FORM OR MANNER WITHOL
WRITTEN AUTHORIZATION OF ITS DIESIGNERICREATC
DRAWN BY
LW
DATE
MAy 15, 2018
PROJECT
16195
SHEET NO.
E
LE ITE CHILLER RELOCATION PLAN ER101
Typical Plans
... . . . ......... . . . . ....... .. ......... ......... ... . ......... . — — ------- . . .......... ............ . ....... . — — -- . . . . ................ . ...... . . .....