MC-09-2013_Plans REVISIONS DRAWN BY
STRUCTURAL STEEL ST RUCTURAL STEEL (CONT'), GENERAL S TRUCTURAL NOTES GGDS /DCW
ATE
1. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS 13. PROPERLY MARK AND MATCH - MARK MATERIALS FOR FIELD
UENCE 12/18/09
OF THE "AISC'S SPECIFICATION FOR THE DESIGN, FABRICATION AND ASSEMBLY. FABRICATE FOR DELIVERY SE FBC
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" , LATEST EDITION. Q WHICH WILL EXPEDITE 1. GOVERNING CODE: FLORIDA BUILDING CODE ( )'
ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS. 2007 EDITION ANSI / ASCE 1 - 05 FOR WIND LOADS. c ,
2. STRUCTURAL STEEL PLACEMENT DRAWINGS AND MATERIAL LISTS SHALL 14. USE s" DIAMETER x 6" LONG WELDED STEEL STUDS AT 12" O.C. 2. REFERENCE STANDARDS REFERENCE TO ASTM AND OTHER STAND- °
CONFORM TO AISC'S "STRUCTURAL STEEL DETAILING ", LATEST EDITION.
SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A (MAXIMUM), STAGGERED FOR ALL PRIMARY FLOOR TRUSS TOP CHORDS. ARDS SHALL MEAN THE LATEST EDITION IN EFFECT ON THE BID
REGISTERED ENGINEER AND SUBMITTED FOR REVIEW PRIOR TO FABRICATION. REFER TO DETAILS 8 ON S -507. DATE OR DATE OF OWNER - CONTRACTOR AGREEMENT UNLESS NOTED IN
(ONE PAPER SEPIA AND ONE PRINT OF EACH DRAWING). THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE.
3. ALI STRUCTURAL STEEL MEMBERS AND MISC. METALS SHALL CONFORM 15. USE s" DIAMETER WELDED STEEL STUDS @ 12" 0/C MAXIMUM (� (�
WITH THE FOLLOWING UNLESS OTHERWISE NOTED: FOR ALL COMPOSITE STEEL JOISTS, U.O.N. LENGTHS OF STUDS SHALL 3. NOTES. NOTES ON THE INDIVIDUAL STRUCTURAL DRAWINGS SHALL V
CONFORM TO THE REQUIREMENTS OF COMMENTARY ON THE AISC TAKE PRIORITY OVER STRUCTURAL NOTES ON THIS SHEET. M
STRUCTURAL SHAPE ASTM SPECIFICATIONS MIN FY (KSI) SPECIFICATION, SECTION 15 FIGURE C -15.1. STUDS SHALL BE WELDED
W -SHAPE A572 50 THROUGH THE STEEL DECK AS SPECIFIED IN AWS D1.1, SECTION 4, 4. SPECIFICATIONS. REFER TC THE SPECIFICATIONS FOR INFORMA- Q
CHANNEL A36 36 PART F. TION IN ADDITION TO THESE NOTES AND THE STRUCTURAL DRAW -
ANGLES A36 36 INGS. EXIST w
SQUARE AND A500, GRADE B 46 6" SLAB W Cc
RECTANGULAR H.S.S. 16. FOR SHOP PAINT REQUIREMENTS SEE SPECIFICATION: SECTION 5. DISCREPANCIES. IN CASE OF DISCREPANCIES BETWEEN THE
ROUND H.S.S. A500, GRADE B 42 05120. PLANS, SPECIFICATIONS, REFERENCE STANDARDS AND GOVERNING
PLATE AND BARS A36 36 CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DIS- J
ANCHOR BOLTS F 1554 WITH WELDABILITY 55 17. HOT DIP GALVANIZE, AFTER FABRICATION, ALL STRUCTURAL STEEL CREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EN- - ILL
SUPPLEMENT S1 EXPOSED TO THE WEATHER. GINEER BEFORE PROCEEDING WITH THE WORK. r I�
A 307, TENSILE STRENGTH 60 KSI 18. REFER TO ARCHITECTURAL PLANS FOR FIREPROOFING OF 6. SITE VERIFICATION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, 9 ' - 4 11 Z :L
REFER TO S -505 FOR LOCATION OF ANCHOR BOLT GRADES STRUCTURAL STEEL MEMBERS. ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK, AND THE W C) Lo
ENGINEER / ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF > fn (.0 4. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE LATEST 19. FOR MISCELLANEOUS STEEL NOT SHOWN ON STRUCTURAL ANY S, SEC . IN NO CASE SHALL DIMENSIONS BE SCALED FROM Q
EDITION OF THE STRUCTURAL WELDING CODE AWS D1.1, PUBLISHED BY DRAWINGS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. PLANS, SECT OR DETAILS ON THE STRUCTURAL DRAWINGS. OUTLINE OF >� m O
THE AMERICAN WELDING SOCIETY (AWS). USE ELECTRODES 7. OMISSIONS /CONFLICTS. IN CASE OF OMISSIONS AND CONFLICTS cy) NEW 6 " SLAB COOLING TOWER r
20. IN STEEL FRAMING WHERE BAR JOISTS ARE UTILIZED BETWEEN THE PLANS, SPECIFICATIONS, AND SITE CONDITIONS THE ^ ... Q 00
CONFORMING TO AWS D1.1, E70 SERIES, U.O.N. SHOW ALL SHOP EE LA SPEC r I �
AND COLUMNS ARE NOT FRAMED IN AT LEAST TWO ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - 0
WELDS ON THE FABRICATION DRAWINGS AND ALL FIELD WELDS ON THE DIRECTIONS WITH STRUCTURAL STEEL MEMBERS A BAR WORK.
ERECTION DRAWINGS. W 8 X 24 r O r
JOISTS SHALL BE FIELD - BOLTED AT COLUMNS TO I i I M L t
PROVIDE LATERAL STABILITY DURING CONSTRUCTION. 8. CONTRACTOR RESPONSIBILITIES. THE CONTRACTOR IS RESPONSIBLE
5. ALL SHOP AND FIELD WELDERS, WELDING OPERATORS, AND TACKERS FOR THE SAFETY AT THE SITE AND FOR THE STRENGTH AND I ( N
SHALL BE CERTIFIED ACCORDING TO AWS PROCEDURES FOR THE STABILITY OF ALL PARTLY COMPLETED STRUCTURE.
NEW SLAB
WELDING PROCESS AND WELDING POSITION USED.
1 0
I I
` 9. LOAD LIMITS.
�I SHALL BE
E LOADS ON THE STRUCTURE SHALL NOT EXCEED DESIGN LOADS.
6. ALL JOINT WELDING PROCEDURES TO BE USED SHALL BE PREPAREDec' 6 ", 3000 PSI I W W
BY THE FABRICATOR OR CONTRACTOR AS WRITTEN PROCEDURE
SPECIFICATIONS. ALL JOINT WELDING PROCEDURES SHALL BE P, 04 rl CONCRETE
i E 3 LQCAT I � ,, I o o
QUALIFIED PRIOR TO USE ACCORDING TO AWS PROCEDURES. PROPERLY s ; , _} I _ 10. EXISTING FACILITIES. CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES W/ W 1.4 -
DOCUMENTED EVIDENCE OF QUALIFICATION TESTS SHALL BE AND UTILITIES FROM DAMAGE; PROTECT HIS WORK, ADJACENT PROPERTY, AND TO THE PUBLIC. WWF AND U?
MAINTAINED BY THE CONTRACTOR. " CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. 1 - #5 REBAR I U U
�c x �+ �°
AROUND
I I' 11. SUBMITTALS. WHERE SHOP DRAWINGS, MILL TESTS, OR OTHER
7. BOLTED CONNECTIONS SHALL BE MADE WITH s DIAMETER A -325 w 1 ITEMS ARE REQUESTED, SUBMITTAL SHALL BE MADE TO THE STRUC PERIMETER I N Z' Z N
I.
BOLTS AS INDICATED, UNLESS OTHERWISE NOTED. F 1ffi TURAL ENGINEER BEFORE FABRICATION OR INSTALLATION N THE DOWELED O O
ua ,s STRUCTURE, UNLESS SPECIFICALLY NOTED. W/ EPDXY
A.) A -325 BOLTS SHALL CONFORM TO ASTM A -325 TYPE 1 HIGH
TO EXIST
STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS. NUTS SHALL� ` 12. ALTERNATES. ALTERNATES FOR SPECIFIED ITEMS MAY BE SUBMITTED
xa� 7 r
CONFORM TO ASTM A -563. , TO THE ENGINEER FOR APPROVAL. CONTRACTOR SHALL BUDGET SLAB.
' a '1 FOR ASSOCIATED ENGINEERING FEES FOR REVIEWING THESE
SUBMITTALS. I W 8 X 24
B.) USE HARDENED STEEL WASHERS CONFORMING TO ASTM F436 IN
Frp
ALL CONNECTIONS REQUIRING A325 BOLTS. PLACE HARDENED STEEL , 13. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE �'I- - - - - - - - - - - - - - - - - - - -`- - - - - - - - - - - - - - - - -
z _
WASHERS UNDER THE PART BEING TURNED AND UNDER BOLTS, NUTS �•� PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS. c�
AND /OR DIRECT TENSION INDICATORS BEARING ON OUTER PLIES OF a OF r
'k" A MINIMUM OF ONE FIELD OBSERVATION BY THE ENGINEER
STEEL HAVING OVERSIZE OR SHORT SLOTTED HOLES. Co
RECORD IS REQUIRED NEAR THE COMPLETION OF THE BUILDING
' STRUCTURE AND PRIOR TO OCCUPANCY FOR DETERMINING f f
`
r
C.) ALL BOLTS SHALL BE NEW. DO NOT REUSE BOLTS. USE ONLY _. - 1 -O 7 -9 7 -9 1 -0
s �_.�..
�,, GENERAL PERFORMANCE OF THE DESIGN. co
NON- GALVANIZED NUTS AND BOLTS THAT ARE CLEAN, RUST -FREE AND u... ADDITIONAL OBSERVATIONS SHALL BE ARRANGED AS DESCRIBED (�
WELL LUBRICATED. LOCATION MAP D IN NOTE #15 BELOW /� `, \/�/
D.) BEARING TYPE BOLTS (A -325 N OR X) SHALL BE TIGHTENED BY NO SALE 15. NO LATER THAN 24 HOURS IN ADVANCE, THE STRUCTURAL PLAN V I E V V w
THE TURN -OF- THE -NUT METHOD. ENGINEER SHALL BE NOTIFIED TO OBSERVE THE WORK AS
REQUIRED BY OWNER TO BE DETERMINED AT • 1/2 ° =1' -O" * 1
PRE- CONSTRUCTION MEETINX 5.: _.v
E.) FRICTION TYPE BOLTS (A -325F) SHALL BE USED IN SLIP - CRITICAL" /
CONNECTIONS AND SHALL BE TIGHTENED TO THE MINIMUM FASTENER
.TENSION INDICATED IN "SPECIFICATION FOR STRUCTURAL JOINTS USING ljj
ASTM A -325 OR ASTM A -490 BOLTS ", SECTION 8, TABLE 4. FRICTION z Lj-
TYPE CONNECTIONS ARE REQUIRED FOR THE FOLLOWING CONDITIONS: '-
1.) PRIMARY TRUSS MEMBERS (TRUSSES T -1 TO T -4, RT -1)
SPLICED IN PLACE. C)
2.) DIAGONALS AND GIRTS OF PRIMARY WIND BRACING FRAMES M
SHOWN ON S -201 THROUGH S -204.
3.) SECONDARY DIAGONAL WIND BRACING ELEMENTS SHOWN
ON DETAILS. i
4.) SHEAR CONNECTIONS OF WELDED MOMENT RESISTANT
CONNECTIONS.
5.) CONNECTIONS WITH OVERSIZED HOLES.
6.) CONNECTIONS SPECIFICALLY CALLED FOR ON DETAILS.
F.) ALL FASTENERS, INCLUDING TENSION CONTROL FASTENERS, ARE ui
SUBJECT TO FIELD VERIFICATION AND INSPECTION AND MUST BE
ACCOMPANIED BY MANUFACTURERS CERTIFICATES.
8. THE NUMBER OF BOLTS REQUIRED FOR FIELD BEAM END
CONNECTIONS SHALL BE A MINIMUM OF THE FOLLOWING:
A.) NUMBER OF BOLTS SPECIFICALLY INDICATED BY NUMBER, SIZE AND NEW COOLING TOWER NEW COOLING TOWER
TYPE ON PLANS AND DETAILS. WEIGHT = 12,328 LBS
00
B.) NUMBER OF BOLTS DETERMINED AS PER 8/S -510. O
C.) NUMBER SPECIFIED BY THE SPECIALTY ENGINEER (WHERE
2 Z
APPLICABLE). O= � 1 -3/4" O D
D.) USE A MINIMUM OF (2) -s" DIAMETER A -325 BOLTS FOR ALL w w BOLT A307
STRUCTURAL CONNECTIONS, EXCEPT WHERE ONLY ONE BOLT IS w w EA CORNER O
SPECIFIED FOR PARTICULAR CONNECTIONS. SHOP DRAWINGS SHALL U
CLEARLY SHOW THE TYPE OF BOLT USED IN EACH CONNECTION AND W
THE ALLOWABLE VALUES USED FOR EACH BOLT TYPE.
9. CONNECTIONS NOT COMPLETELY DETAILED ON STRUCTURAL 3 1/2" SCH 40 P
oo W 8 X 24
PIP W
DRAWI GS SHALL BE N HA DESIGNED AND DETAILED BY FABRICATORS
SPECIALTY ENGINEER ACCORDING TO AISC SPECIFICATIONS AND THE
SPECIFIED LOADS AND IN COM WITH PARAGRAPHS 7 AND 8 OF TYP. TYP. r�
THESE NOTES. 7' iv 3 1/2" SCH 40 (J U -
T PIPE LEGS PLATE
10. CUT, DRILL OR PUNCH HOLES PERPENDICULAR TO METAL Lo 1/2" X 8 "X 8" W/
M
SURFACES. DO NOT FLAME CUT HOLES OR ENLARGE HOLES BY 7' -9" 7' -9" 4 -1/2" O WEDGE ANCHOR
BURNING. I TYP.
11. SPLICING OF STRUCTURAL STEEL MEMBERS IN THE FIELD OR IN THE
O
SHOP IS PROHIBITED EXCEPT WHERE INDICATED ON THE DRAWINGS. ; „ „ U
12. FABRICATE AND ASSEMBLE STRUCTURAL COMPONENTS IN SHOP TO
THE GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF STRUCTURAL
STEEL IN ACCORDANCE WITH AISC SPECIFICATION AND AS INDICATED ON WEST ELEVATION c V O � T 1 u 1 ELEVATION
FINAL SHOP DRAWINGS. FABRICATOR SHALL COORDINATE JOINT FIT -UP EET O.
PROCEDURES WITH ERECTOR. CONTRACTOR IS TO COORDINATE SLOPEY ENGINEERING, LLC
PROVISION OF ALL ERECTION BOLTS, LIFTING LUGS OR OTHER DEVICES 1/2 "= 1' -0' 1/2 =1' -0" 2731 NE9AVE �_�
REQUIRED FOR ERECTION WITH THE FABRICATOR AND THE ERECTOR. POMPANO BEACH FL 33064
(954) 731 -0765
REG. # 31415 OF
DATE: DEC R. 20(;y 1 1
PROJECT NO. 09122
JOB NO,
09122
BARRY UNIVERSITY
a - S -1
FLOW CONTROL VALVE
(TYP
' = ER MFR. C OOLING
y- 1 Notes: COOLING TOWER SCHEDULE
HVAC Genera
y:
UNIT DESIGNATION C
1. THE WORK IS TO BE DONE UNDER THIS HEADING INCLUDES THE COOLIN
FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, PERMITS, TOWER LOCATION GRADE
FEES, INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR
THE REPLACENMENT OF THE COOLING TOWER SYSTEM SHOWN ON 6 61. OPERATING WEIGHT, LBS. (TOTAL) 12,500
»
DRAWINGS AND /OR LISTED BELOW. TOTAL NUMBER OF CELLS 1 W.
FLOW CONTROL VALVE INLET SIZE, INCHES 2 0 6"
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST
OUTLET SIZE, INCHES 8
EDITION OF THE FLORIDA BUILDING CODE AND ALL w
LOCAL ORDINANCES. FILL P.V.C.
3
3. CONTRACTORS SHALL VERIFY SPACE CONDITIONS AND DIMENSIONS " CASING, BASIN & STRUCTURAL MEMBERS STAINLESS STEEL
AND SHALL COORDINATE WORK WITH ALL OTHER TRADES AT THE 3/4 MAKE -UP o0
WATER LINE AIR INLET SCREEN GALVANIZED STEEL 30% L4
JOB SITE PRIOR TO ORDERING AND INSTALLATION OF
TYPE CROSS FLOW uj
PIPING AND EQUIPMENT.
WATER FLOW, G.P.M. 951
4. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN � WATER TEMP. F ENTERCNG /LEAVING 95 / 85 _ �
COMPLIANCE WITH ALL APPLICABLE CODES. DESIGN WET BULB TEMP.. F 79
a �
STRICT CO PUMP HEAD REQUIRED, IFT. OF H20 9.5 OC PVC OVRFOW 5. NOT USED. DRAIN LINEETOLOUTSIDE HEAT REJECTION (BTU /HI) -
6. ALL EQUIPMENT INSTALLATION SHALL BE PER MANUFACTURER'S DRIVE TYPE GEAR uj
RECOMMENDATIONS.
NUMBER OF FAN SECTIONS 1
7. CONDENSER WATER PIPING SHALL BE BLACK STEEL PIPE, SCHEDULE 40, NEW 8" CWR WHEEL TYPE PROP.
ASTM A 53-78, GRADE A. FITTINGS SHALL BE STANDARD WEIGHT BLACK
STEEL, WELDED FITTINGS, ANSI B 16.5, ARRANGE PIPING SO AS NOT TO NEW DIAMETER IN. /NUMBER OF BLADES 8" CWS
-
INTERFERE WITH REMOVAL OF OTHER EQUIPMENT OR BLOCK ACCESS EXISTING _
AIRFLOW CFM
TO DOORS, PANEL ETC. AFTER EACH SECTION OF PIPING IS INSTALLED
FLUSH WITH CLEAN WATER. ALL WELDED PIPING SHALL BE IN CHILLER `" MOTOR TYPE TEFC, PREMIUM EFFICIENCY
ACCORDANCE WITH ANSI "CODE FOR PRESSURE PIPING" WELDER SHALL CONDENSER
MOTOR H.P. 7.5
BE QUALIFIED PER BOILER AND PRESSURE VESSEL CODE
REQUIREMENTS. LONG RADIUS ELBOW SHALL BE USED EXCEPT WHERE EX. 8" CWS MOTOR SPEED, R.P.M. 1200
SPACE CONDITION DO NOT PERMIT. REDUCTIONS IN PIPE SIZES SHALL BE MOTOR STARTER TYPE MAGNETIC
MADE WITH REDUCERS ONLY. LEAK TEST ALL PIPING. PROVIDE
ALTERNATE BID FOR NEW CONDENSER WATER PIPING TO BE SCHEDULE ELECTRICAL SERVICE AVAILABLE 480 -3 -60
40 PVC CONNECTED TO EXISTING METAL PIPING. OWNER'S OPTION TO -
ESTIMATED EVAPORATION
ACCEPT.
SOUND LEVEL
8. STRAINERS SHALL BE "Y" OR BASKET TYPE AND SHALL HAVE 20 MESH te r _ EXIST. SHUT -OFF MODEL NC8302DL�f
MONEL SCREENS OR SUFFICIENT ARE TO PROVIDE A MAXIMUM PRESSURE VALVE (TYP.) ui
DROP OF 1 PSI. STRAINERS SHALL BE PROVIDED WITH FULL SIZE BLOW EXIST. EXIST MANUFACTURER MARLEY
OFF CONNECTION, COMPLETE WITH GATE . VALVE. PROVIDE PRESSURE BALANCING VA EXIST EXT. OIL SIGHT GAGE YES
VALVE �– . STRAINER
GAUGE AT INLET AND OUTLET OF STRAINER. PRESSURE GAUGE TO BE _
STANDARD DEPTH, ALUMINUM ALLOY CASE, FACE DIAMETER MINIMUM . DIST. BASIN COVERS YES
CHECK VALVE
3 FLOW CONTROL VALVES ui
INCHES, RANGE SELECTED SO OPERATING PRESSURE IS AT MIDDLE
OF RANGE. THERMOMETERS SHALL BE WEATHERPROOF STRAIGHT TYPE; YES
MERCURY FILLED 9 INCHES "V" SHAPED ADJUSTABLE ANGLE. EXIST. a LADDER &HANDRAIL YES
.w CWP -1
9. VALVES SHALL BE IRON BODY, BRASS OR BRONZE TRIMMED, FLANGED VIBRATION SWITCH YES
ENDS. BUTTERFLY VALVES SHALL BE 150 L.B. W.S.P. CAST IRON BODY,
BUNA SEAT, STAINLESS STEEL STEM, CADMIUM
PLATED IRON DISC
TWO FLANGED, LUGGED, CLASS 125 IRON FLANGES, VALVES RATED AND
TESTED FOR BUBBLE TIGHTNESS AT 200 PSI, EXTENDED NECK. PROVIDE
GEAR OPERATORS, BALANCING VALVE SHALL BE 175 PSI W.O.G. NON -
LUBRICATING ECCENTRIC TYPE NICKEL SEAT SEMI -STEEL BODY
NEOPRENE RESILIENT PLUG, TYPE, PACKING, WIT MEMORY STOP AND COOLING TOWER AND PUMP PIPING SCHEMATIC DIAGRA
LEVER HANDLE. SILENT CHECK VALVES SHALL BE VERTICAL IRON BODY, N.T.S.
BRONZE TRIM, SPRING LOADED, 250 PSI W.O.G.
10. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE
ORDERING ANY EQUIPMENT.
11. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT FOR ell
APPROVAL PRIOR TO ORDERING OF FABRICATION.
12. ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR A
PERIOD OF MINIMUM ONE YEAR. EQUIPMENT PARTS MAY CARRY EXTENDED
FACTORY WARRANTY.
13. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER'S
RECOMMENDATION OR AS SCHEDULED ON DRAWINGS.
VALVE (np) CONTROL FAN VALVE (TYP) 6" TO FLOW CONTROL
14. ALL OUTSIDE EQUIPMENT SHALL BE SECURED TO WITHSTAND 150 M.P.H. �+ WALL —� BPI 6"
WINDS. HVAC LEGEND
15. ALL FAN DRIVES SHALL BE ADJUSTED TO DELIVER THE SPECIFIED IN
3/4" MAKE -UP
CFM AGAINST THE ACTUAL STATIC PRESSURE OF THE INSTALLATION.
8" PVC CWR --- WATER LINE REVISIONS
FROM CHILLER
16. COOLING TOWER SHALL BE RESILIENTLY SUPPORTED ON VERTICAL CWS CONDENSER WATER SUPPLY PIPE CONDENSER
RESTRAINED STEEL SPRING VIBRATION ISOLATION MOUNTINGS. COOLING TOWER
MINIMUM STATIC DEFLECTION 2.5 INCHES. SPRING MOUNTINGS SHALL CWR CONDENSER WATER RETURN PIPE
INCORPORATE UNRESTRAINED STABLE SPRINGS WITH BUILT-IN
LEVELING DEVICE AND RESILIENT VERTICAL LIMIT STOPS TO PREVENT CWP CONDENSER WATER PUMP
SPRING ELONGATION WHEN PARTAL LOAD IS REMOVED. THE CT COOLING TOWER
MOUNTINGS SHALL BE CAPABLE OF PROVIDING RIGID ANCHOR DJRING
E OF TOWER, SO SHALL HAV TWO ELDAYERS FIXED
ACOUSTICAL NEOPRENE.
EXISTING CHILLER
17. MOUNTING SYSTEM EXPOSED TO WEATHER OR OTHER CORROSIVE AND PUMP ROOM
ENVIRONMENTS SHALL BE PROTECTED WITH FACTORY CORROSION
RESILINT COATING. METAL PARTS OF MOUNTING (EXCEPT SPRINGS AND
HARDWARTO BE HOT DIPPED GALVANIZED. SPRINGS SHALL BE
CADMIUM PLATED AND NEOPRENE COATED. NUTS AND BOLTS SHALL BE
CADMIUM PLATED. lic
18. ALL EXPOSED METAL SUPPORT STRUCTURES AND PIPING SHALL BE H VAC DE SIGN REQUIRES: YE NO
PAINTED (2 COATS), COLOR SELECTED BY OWNER. CWS I-BEAM IL DUCT SMOKE DETECTOR � I -BEAM
19. ALL EQUIPMENT SHALL BE INSTALLED MAINTAINING RECOMMENDED CLEARANCES
FOR AIR FLOW AND SERVICE. COORDINATE LOCATION WITH STRUCTURAL FRAMING. FIRE DAMPERS)
20. CONTRACTOR SHALL VISIT THE JOBSITE PRIOR TO BID AND BECOME FAMILIAR WITH SMOKE DAMPER(S) ---4 PVC OVERFLOW —4" PVC OV FL W /
THE EXISTING CONDITIONS. ANY CLARIFICATION REQUIRED SHALL BE BROUGHT TO FIRE RATED ENCLOSURE / 6 SUPPORT COLUMNS
DRAIN LINE TERMINATED (TYP. OF 6) DRAIN PIPIN
THE ENGINEER'S ATTENTION. FIRE RATED ROOF /FLOOR
ON SOUTH SIDE OF SLAB
CEILING ASSEMBLY 6" CONC.
SLAB
FIRE STOPPING 8" PVC TO COND.
SMOKE CONTROL WATER PUMP IN PROJECT No.
CHILLER ROOM ELE V ATION END V IEUJ
DRAWN BY: S.G.
DESING BY: S.G.
CHECKED BY: S.G.
COOS. I NCB TOLUE R MOUNTING DETAIL DATE: 01 -06 -10
SCALE: 318 " =1' - 0" SCALE: AS SHOWN
N
C C G ('0
11 vim
- - L C C G G G
i