08-1048-012FBI
C
1
A
A
IN
0
15010 - BASIC MECHANICAL REQUIREMENTS
A. CODES & REFERENCES
1. FLORIDA STATE BUILDING CODE 2004 (WITH 2006 AMENDMENTS).
2. SMACNA
3. NFPA 101 (2003)
4. NFPA 90A (2002)
5. NFPA 99 (2002)
6.2006 GUIDELINES FOR DESIGN & CONSTRUCTION OF HEALTHCARE FACILITIES.
B. SCOPE OF WORK
1. PROVIDE ALL REQUIRED PERMITS, LABOR, MATERIAL AND EQUIPMENT REQUIRED TO
COMPLETE THE SCOPE OF THE PROJECT SHOWN ON THE DRAWINGS COMPLETE AND
READY FOR OCCUPANCY AND USE BY OWNER.THE WORK SHALL INCLUDE BUT IS NOT
LIMITED TO:
a. REMOVAL, RELOCATION AND RE- INSTALLATION OF EXISTING EQUIPMENT AND
SYSTEM.
b. CONNECTIONS TO EXISTING OR NEW EQUIPMENT AND SYSTEMS.
c. MODIFICATION OF EXISTING CHILLED OR HOT WATER SYSTEMS, STEAM SYSTEMS,
CONDENSATE DRAINAGE, DUCTWORK, TEMPERATURE CONTROLS AND LIFE- SAFETY
SYSTEMS.
d. CUTTING AND PATCHING TO REMOVE EXISTING OR INSTALL NEW WORK.
e. CLEANING AND TESTING.
f. INSTRUCTION TO OWNER'S PERSONNEL.
2, PROVIDE ALL BUILDING PENETRATIONS REQUIRED TO COMPLETE PROJECT. ALL
PENETRATIONS TO BE PATCHED AND SEALED TO BE WATERTIGHT. MAINTAIN FIRE
RATINGS OF EXISTING STRUCTURE.
3. PROVIDE ALL NECESSARY DUCT AND EQUIPMENT SUPPORTS AND MATERIALS
REQUIRED FOR INSTALLATION. PER THE REQUIREMENTS OF LOCAL, STATE OR FEDERAL
CODES.
C. REQUIRED SHOP DRAWINGS
1. INSULATION.
2. AIR DEVICES.
3. DUCTWORK COORDINATION DRAWINGS.
D. MAINTENANCE MANUALS
1. PROVIDE MAINTENANCE MANUALS FOR ALL NEW EQUIPMENT CONTAINING ALL
OPERATING AND MAINTENANCE DATA, SUBMITTALS. WARRANTEES. DIAGRAMS,
INSPECTION REPORTS AND VALVE LISTS IN A 3 RING BINDER WITH POCKETS FOR
DRAWINGS. PROVIDE OWNER WITH MINIMUM OF 2 COPIES.
E. AS -BUILT DRAWINGS
1. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE
TO THE CONTRACT DOCUMENTS (AS- BUILT).
2.THE CONTRACTOR SHALL PROVIDE THE ENGINEER 2 SETS OF COMPLETED AS -BUILT
DRAWINGS.
3.THE PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL ACCURATE AS- BUILTS ARE
DELIVERED.
F. SUBSTITUTIONS
I. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND
WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS 'SPECIFIED STANDARD'
OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL
OF THE ENGINEER 10 DAYS PRIOR TO BID DATE.
2.ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL
REQUIREMENTS SHALL BE COORDINATED BY THE MECHANICAL CONTRACTOR AND
EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING
BIDS.
15050 - BASIC MATERIALS AND METHODS
A. ACCESS PANELS - FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BY GENERAL
CONTRACTOR.
1. PROVIDE FOR ACCESS TO ALL SERVICEABLE EQUIPMENT IN WALLS AND CEILINGS.
2. MICOR STYLE M FOR DRYWALL.
3. MICOR STYLE K FOR PLASTER.
4. MINIMUM SIZE 161x16' .
5. NYSTROM, KARP, J.L. INDUSTRIES OR WILLIAMS PAINT.
B. MECHANICAL SYSTEMS CLEANING
1. CLEAN AND TOUCH UP ALL FACTORY FINISHES.
2. FLUSH ALL HVAC SYSTEMS BEFORE CONNECTION TO EQUIPMENT.
3.CLEAN ALL CLOSED HVAC SYSTEMS WITH ALKALINE CLEANER CIRCULATED FOR 72
HOURS.
C. CLEANING TESTING AND ADJUSTING
I. THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST,
CHECK, BALANCE AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED
WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE /SHE SHALL
FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS REQUIRED TO PERFORM
TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES.
2.N0 WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND
TESTED.
D. HANGERS AND SUPPORTS
1. PROVIDE ALL NECESSARY DUCTWORK, HANGERS, RODS, CLAMPS
AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, AND
EQUIPMENT FROM THE BUILDING STRUCTURE.
2. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL
EQUIPMENT AND DUCTWORK.
3. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO
PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER.
4. THE USE OF BAILING WIRE OR PERFORATED METAL STRAPPING IS NOT PERMITTED FOR
SUPPORTS.
E. WARRANTY /GUARANTEE
1. THE CONTRACTOR SHALL WARRANTY /GUARANTEE AND MAINTAIN THE STABILITY OF
WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE
PERIOD OF ONE YEAR.
2. DEFECTS OF ANY KIND DUE TO THE FAULTY WORK OR MATERIALS APPEARING
DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY
THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE
OWNER AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE
DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE
ORIGINAL DEFECT OR REPAIR THERETO.
4
15250 - INSULATION
A. INSULATION, ADHESIVES, COATINGS, SEALERS, TAPES, ETC. SHALL HAVE A FLAME
SPREAD OF 25 OR LESS AND SMOKE DEVELOPMENT OF 50 OR LESS IN ACCORDANCE
WITH ASTM E-84, NFPA 225. UL 723 AND MEET THE REQUIREMENTS OF NFPA 90A.
ALL INSULATING R- VALUES TO MEET THE REQUIREMENTS OF THE FLORIDA ENERGY
CODE.
B. BLANKET TYPE DUCT INSULATION, JOHNS MANVILLE, CERTAINTEED, KNAUF, OWENS
CORNING, MINIMUM R =6.0, FOIL FACED KRAFT VAPOR BARRIER : GLASS FABRIC &
MASTIC ALL JOINTS.
1. ALL SUPPLY, OUTSIDE AIR AND RETURN WHERE CONCEALED FROM VIEW, R -6 .
C. SEMIRIGID BOARD TYPE DUCT INSULATION I.51b DENSITY, CERTAINTEED IB -300,
JOHNS MANVILLE, KNAUF, OWENS CORNING: GLASS FAB & MASTIC ALL JOINTS.
1. ALL SUPPLY, RETURN AND OUTSIDE AIR WHERE EXPOSED AND IN MECHANICAL ROOMS.
2. MINIMUM DUCT INSULATION THICKNESS AND R VALUES ARE AS FOLLOWS:
a. SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 2'(R-6 MINA.)
b. SUPPLY AND RETURN AIR IN CONDITIONED INTERIOR SPACE: 1.5'(R-4.2 MINA.)
c. OUTSIDE AIR: 2' (R -6 MINA.)
d. SUPPLY AIR IN CEILING RETURN AIR PLENUM: 1.5' (R -4.2 MINA.)
e. RETURN AIR IN CEILING RETURN AIR PLENUM: NOT REQUIRED.
D. OUTSIDE INSTALLATION:
1. PIPE INSULATION COVER WITH 18 ga. STAINLESS STEEL COVER. SUBSTITUTE
CELLULAR GLASS OF EQUIVALENT R VALUE FOR FIBERGLASS.
2. DUCT INSULATION CLOSED FOAM POLYISOCYANURATE 2' OR FOAM GLASS 3' THICK
(R -8 MIN) COVER WITH GLASS CLOTH AND SEALER AND COVERED WITH LAMINATED
ALUMINUM POLYESTER FIRM OR ALUMINUM METAL JACKET.
15890 - SHEET METAL DUCTWORK
A. ALL DUCT TO BE INSTALLED ACCORDING TO 1990 EDITION OF SMACNA STANDARDS.
B. ALL DUCT EXCEPT THAT SPECIFICALLY SHOWN IS TO BE GALVANIZED. RETURN,
EXHAUST AND DUCT DOWNSTREAM OF CV BOXES TO BE 0 -2' PRESSURE CLASS.
SUPPLY DUCT FROM FAN TO CV OR VAV BOX TO BE 4' CLASS.
C. ALL SYSTEMS TO BE LEAKAGE TESTED.
D. DUCTWORK ROUTED PARALLEL TO A WALL, RATED OR CORRIDOR SHALL BE INSTALLED
WITH MINIMUM 6" CLEARANCE TO ALLOW FOR INSPECTION OF WALL PENETRATIONS.
CONTRACTOR SHALL PROVIDE 12" CLEARANCE WHERE POSSIBLE, COORDINATE.
E. BUTTON SNAPLOCK JOINTS OR SEAMS ARE NOT PERMITTED.
15910 - SHEET METAL ACCESSORIES
A. AIR INLETS AND OUTLET.
1. REFER TO SCHEDULE.
2. ALL ALUMINUM CONSTRUCTION.
3. ACCEPTABLE MANUFACTURERS: TITUS, PRICE, METAL -AIRE, CARNES, ANEMOSTAT,
NAILOR, POTTORFF.
C. FLEXIBLE DUCTWORK (HOSPITALS)
1. TO BE OMNIAiR 1800 FLEXMASTER, OR WIREMOLD.
2. FLEXIBLE DUCTWORK SHALL BE ACOUSTICAL LOW PRESSURE TYPE WITH FLEXIBLE
METAL INTERIOR. FIBERGLASS INSULATION WITH AN R VALUE OF 6.0 OR GREATER
AND COPOLYMER SEAMLESS OUTSIDE SLEEVE. THE ENTIRE FLEXIBLE DUCT ASSEMBLY
SHALL BE LISTED IN ACCORDANCE WITH UL -181 CLASS I AIR DUCT MATERIAL. THE
MAXIMUM LENGTH OF ANY FLEX DUCT SHALL BE 4' -0'. FLEXIBLE DUCTWORK SHALL
MEET THE FLORIDA MODEL ENERGY EFFICIENCY CODE. ALL JOINTS AT CONNECTIONS
TO DIFFUSERS AND DUCTWORK SHALL BE SEALED WITH GLASS. FABRIC AND MASTIC.
D. TERMINAL CONNECTORS
1. GENERAL - CONNECTORS SHALL BE RATED FOR 12' W.G., AND MEET NFPA 90A
REQUIREMENTS. DUCT SHALL BE FABRICATED OR ALUMINUM SPIRAL HELIX AND
REINFORCED RIP STOP ALUMINUM POLYESTER. PRESSURE DROP SHALL NOT EXCEED
.6' /100' -O' AT 1000 FPM. WHERE INSULATION IS REQUIRED, FURNISH FACTORY APPLIED
FIBERGLASS WITH REINFORCED VAPOR - BARRIER JACKET. INSULATION CONDUCTANCE
VALUE SHALL NOT EXCEED 0.23 . NON - INSULATED DUCT SHALL BE EQUAL TO
FLEXMASTER TYPE 3. INSULATED DUCT SHALL BE EQUAL TO FLEXMASTER 3M.
2. HIGH VELOCITY - MAXIMUM DEVELOPED LENGTH OF CONNECTOR SHALL BE 6' -O'. USE
METAL DUCTS AND FITTINGS TO REACH WITHIN 6' -0' WHERE CONNECTORS ARE
ATTACHED TO INSULATED DUCT, FURNISH INSULATED FLEXIBLE DUCT.
E. BALANCING DAMPERS (RUSKIN MD -35 SERIES)
1. GENERAL -IN ALL DUCTWORK SYSTEMS, PROVIDE DAMPERS FOR PROPER CONTROL
AND BALANCING OF AIR QUANTITIES. CONCEALED DAMPERS TO HAVE CONCEALED
DAMPER REGULATOR. ALL COMPONENTS FOR PROPER OPERATION; Me. GEARS,
LINKAGES, CABLE, ETC.) SHALL BE INCLUDED.
2. TYPE: FACTORY MANUFACTURED ONLY, OPPOSED BLADE FOR 12' AND LARGER AND
SINGLE BLADE UP TO 11' IN HEIGHT.
3. MATERIAL: STEEL, 3V TYPE BLADES MOUNTED IN STEEL CHANNEL FRAME.
4. SHAFT: 3/9 SQUARE ROD OPERATOR WITH END BEARINGS AND GASKET SEAL AT DUCT
PENETRATIONS. TERMINATE SHAFT IN DAMPER FRAME WITH BUSHINGS.
5. OPERATOR: LOCKING QUADRANT HANDLE WITH DAMPER POSITION INDICATOR AND
INSULATION STAND OFF MOUNTING BRACKET FOR EXTERNALLY INSULATED DUCTWORK.
6. MANUFACTURER: RUSKIN MODEL MD -35 SERIES OR EQUAL BY AIR BALANCE, INC. OR
GREENHECK.
F. ACCESS DOORS
I. ACCEPTABLE MANUFACTURERS:
a. RUSKIN MODEL ADH22.
b. VENCO CAD -10.
c. GREENHECK HAD -10.
2. SIZE ACCESS DOOR AS FOLLOWS:
a. DUCT SIZES UNDER 12': DOOR SIZED SUFFICIENT TO EQUIPMENT OR REPLACE
FUSIBLE LINK.
b. DUCT SIZES 12' TO 20': 12 'x12' DOOR.
c. DUCT SIZES 20' TO 36': 18'x!8' DOOR.
d. DUCT SIZES 36' AND ABOVE: 241x24' DOOR.
3. USE DOUBLE PANEL CONSTRUCTION, TWO SHEETS OF AT LEAST 24 GAUGE
GALVANIZED STEEL WITH V THICK INSULATION BETWEEN PANELS.
4. MOUNT DOORS IN A RIGID FRAME OF AT LEAST 22 GAUGE FORMED GALVANIZED
STEEL OR ALUMINUM.
5. PROVIDE LATCHES THAT PERMIT EASY REMOVAL OF ACCESS DOOR WHILE MAINTAINING
POSITIVE CLOSING AND MINIMUM LEAKAGE.
6. PROVIDE SPONGE RUBBER GASKETS FOR ALL DOORS.
7. IN ACCORDANCE WITH NFPA 90A. IDENTIFY EACH ACCESS DOOR WITH s/¢ HIGH
STENCILED LETTERS AS 'FIRE DAMPER'. 'SMOKE DAMPER', OR 'COMBINATION
FIRE /SMOKE DAMPER'.
G. BRANCH CONNECTIONS- CLINCH LOCK TYPE NOT PERMITTED.
3 4
0
m
15990 - TEST AND BALANCE
A. PROVIDE COMPLETE TEST AND BALANCE OF ALL WATER AND AZR "SYSTEMS = IN .,
ACCORDANCE WITH NEBB (NATIONAL ENVIRONMENTAL BALANCING DURi =AU) OR- -AAB4
(ASSOCIATED AIR BALANCE COUNCIL) STANDARDS.
B. TEST AND BALANCE FIRM SHALL BE:
1. TOTAL DYNAMIC BALANCE - (954) 425 -0764. -
2. EARL HAYGOOD, INC. - (305) 266 -7070.
3. GFS CONSULTING - (305) 992 -4348.
C. CONTRACTOR SHALL:
1. VISIT SITE AT START OF PROJECT AND COORDINATE REQUIRED BALANCING EQUIPMENT
AND DAMPERS WITH MECHANICAL CONTRACTOR.
2. AIR SYSTEMS:
a. MAKE CHANGES TO BELTS, PULLEYS, DAMPERS, VOLUME BOXES, ETC. TO OBTAIN
DESIGN CONDITIONS AS REQUIRED BY TAB PROCEDURES.
b. BALANCE SUPPLY" RETURN AND EXHAUST AIR OUTLETS WITHIN 10% OF DESIGN
WHILE MAINTAINING REQUIRED PRESSURE RELATIONSHIPS. RECORD DESIGN AND
ACTUAL TOTALS.
c. MEASURE AND REPORT FAN RPM, FAN SUCTION PRESSURE, FAN DISCHARGE
PRESSURE, FAN TOTAL PRESSURE AND PRESSURE DROP ACROSS COMPONENTS.
DESIGN AND ACTUAL SUPPLY, RETURN, OUTSIDE AND EXHAUST AIR.
d. ACTUAL AND DESIGN NAMEPLATE AMPERAGE ON FAN MOTORS.
e. PRESSURE DIFFERENTIAL ACROSS DUCT SMOKE DETECTORS.
f. ADJUST FANS FOR LOWEST STATIC PRESSURE REQUIRED TO DELIVER TO OUTLETS
AS NOTED IN NEBB OR AABC PROCEDURES.
3. WATER SYSTEMS:
a. ADJUST AND RECORD ACTUAL GPM AND SYSTEM SUCTION AND DISCHARGE
PRESSURES (STATIC AND OPERATING).
B. MOTOR DESIGN AND ACTUAL AMPERAGE AT PUMPS.
c. DESIGN AND ACTUAL GPM AND TEMPERATURE DIFFERENCE ACROSS COILS,
CONVERTERS, CHILLER AND TOWERS.
d. ADJUST AND RECORD SYSTEM MAKEUP PRESSURE, RELIEF PRESSURE SETTING AND
EXPANSION TANK PRESSURE.
4. CONFIRM OPERATION OF ALL CONTROLS, MANOMETERS AND SENSING DEVICES.
5. ON AHCA REVIEWABLE PROJECTS PROVIDE WRITTEN REPORT AT LEAST ONE WEEK
BEFORE FINAL INSPECTION AND PROVIDE A TECHNICIAN DURING FINAL INSPECTION
OF PROJECT.
6. CONTRACTOR SHALL PROVIDE FINAL SHEAVE CHANGE OUT AND ADJUSTMENT FOR
MAXIMUM AMPRAGE TO INCLUDE DIRTY FILTER ALLOWANCE LOADING ALLOWING TH
VFD TO RAMP UP IN RESPONSE TO FILTER LOADING.
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
E (305) 859 -2050 Fax (305) 860 -3700
SOUTH MIAMI
HOSPITAL
6200 SW 73 STREET, MIAMI, FLORIDA 33143
1_7
IC
rRIMMMM:
Smith
Ss�t S eckman
Reid, Inc.
600 West Hillsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421 -1260
FAX: (954) 421 -1466
www.ssr- inc.com
Firm Certification - EB- 0000857
Alfred Esquivet PE - 45863
Bruce W. Peek PE - 35901
Donald Netinho PE -48454
Erik S. Walter PE - 63929
John E. Moulder PE - 33200
Michael A. Steward PE - 65701
Usman A Tariq PE - 66485
SSR JOB # 0732092.0
$�y Y
NO.-
REVISIONS:
PROJECT
SOUTH MIAMI HOSPITAL
LINEAR O.
OBI UPGRADE
PROJECT ADDRESS:
6200 SW 73 STREET
Florida 331434989
KEY PLAN
COMM. NO.
SCALE: AS SHOWN
DATE: 12 -20 -2007
DRAWN:
CHECKED:
A CADD FILE:
DRAWING TITLE:
SHEET
SPECIFICATION -
H VAC
SHEET NO.
M0.2