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ROOFTOP UNIT
<br />GASKET AND SILICONE 3i$"x6" LAG BOLTS THROUGH UNIT
<br />SEALING RUNNER, WOOD NAILER AND CURB
<br />FRAME. PROVIDE 3 PER LONG
<br />BASE RAIL ON UNIT SIDE AND 2 PER SHORT SIDE.
<br />GASKET & WEATHERSEAL
<br />PRESSURE -TREATED COUNTER FLASHING STRIP
<br />WOOD NAILER STRIP
<br />i 1" RIGID INSULATION
<br />ROOFTO UNI
<br />3" CANT STRIP
<br />/
<br />1/4" HOLE DRILLED IN .CAP FOR CLEAN
<br />OUT AND VENTING OF DRAIN PIPING.
<br />ROOFING
<br />DRAIN PAN
<br />CURB HEIGHT = 8" MIN ROOF INSULATION
<br />ROUTE AS SHOWN ON
<br />FACTORY CURB: NRCA APPROVED, METAL DECKING
<br />X FLOOR PLAN.
<br />18 GAGE, SQUARE WITHIN 1/8
<br />ON DIAGONAL MEASUREMENT, WITH
<br />BOLT SETS: 1/2", (2) PER SIDE,
<br />A MINIMUM OF 8" ABOVE TOP OF THRU BASE OF CURB AND FRAME
<br />DUCT
<br />P-TRAP
<br />ROOF (1700 LBS. TENSION, 2200 LBS,
<br />X=3"MIN.
<br />CURB SET DIRECTLY ON STEEL SHEAR CAPACITY,)
<br />STRUCTURAL SUPPORT FRAME
<br />FOR UNIT & DECKING AT FULL
<br />PERIMETER OF FACTORY CURB
<br />ROOF INSULATION
<br />ROOF DECK
<br />1. MECHANICAL SUBCONTRACTOR SHALL FURNISH ROOF OPENING SIZES & LOCATIONS,
<br />ZFACTORY
<br />FOR STRUCTURAL SUPPORT FRAMING BY GENERAL CONTRACTOR.
<br />CURB
<br />COUNTERFLASHING
<br />STRIP,
<br />2. CURB SHALL BE MANUFACTURED WITH SLOPING BASE TO MATCH ROOF PITCH AND
<br />LEVEL TOP.
<br />3. ALTERNATE METHODS OF TIE -DOWN FOR ROOF TOP EQUIPMENT SHALL BE APPROVED
<br />BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORK OR EQUIPMENT
<br />ORDER.
<br />4. SYSTEM SHALL BE CAPABLE OF WITHSTANDING WIND FORCE IN ACCORDANCE WITH
<br />THE 2010 FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES. (TIE -DOWN SYSTEM
<br />HAS BEEN DESIGNED FOR 146 MPH WIND FORCE MINIMUM).
<br />R.T.U.
<br />CONDENSATE DETAIL
<br />RTU CURB/TIE DOWN DETAIL
<br />SCALE: NONE
<br />SCALE: NONE
<br />PIPE SIZE AS REQUIRED
<br />HANGER SUPPORTS: SPIN -IN FITTING:
<br />SEE DRAWINGS
<br />8'O.C. = 0-35" DUCTS WITH SCOOP AND HANGER STRAP: 1.5", 22 GAGE
<br />------
<br />6'O.C, = 36-59" DUCTS DAMPER, EXCEPT ON 5' MAX. SPACING (TYPICAL)
<br />CENTER DECK PLATE BELOW
<br />IN GYP. BOARD
<br />------ PIPE STAND
<br />CEILINGS, DAMPER ROUND "SNAPLOCK" SHEET METAL
<br />DECK PLATE, RIGID 18
<br />_ ____ _
<br />IN NECK FOR RUN -OUTS GREATER THAN 6',
<br />GA. STAINLESS STEEL,
<br />i �\
<br />WITH 2" WRAP INSULATION
<br />MIRO INDUSTRIES MODEL
<br />DRAINAGE PORTS ON TWO
<br />DP-12-SS, SIZE 12" SQ.
<br />SIDES OF PIPE STAND BASE
<br />FLEXIBLE DUCT:
<br />- -
<br />------
<br />INSULATED, MAXIMUM
<br />SF HO `� 1 I ' 6', DO NOT SAG OR
<br />ARE _ _
<br />-'i' KINK
<br />ARE
<br />----_
<br />PROVIDE ALUMINUM PIPE
<br />PILLOW BLOCK PIPE STAND
<br />STRAPS, FASTEN TO PIPE
<br />MINIMUM RADIUS EQUAL
<br />OF POLYCARBONATE RESIN
<br />STAND WITH STAIN STEEL
<br />TO THE FLEX DUCT
<br />MATERIAL, MIRO INDUSTRIES
<br />PLAN SCREWS
<br />DIAMETER
<br />MODEL 3-R
<br />SADDLE: 22 GAGE
<br />PIPE SHALL REST FIRMLY ON
<br />PILLOW BLOCK PIPE
<br />PIPE STAND WITHOUT GAPS
<br />STAND
<br />PIPE STANDS ARE STACKABLE
<br />WRAP INSULATION ABOVE CEILING DIFFUSER
<br />FOR PROPER ELEVATION OF
<br />CEILING DIFFUSER
<br />DECK PLATE
<br />VARIOUS SIZE PIPE TO
<br />MAINTAIN LEVEL PIPING, NO
<br />ROOFING MATERIAL
<br />'--_--L-' SHIMS OR BLOCKS ARE
<br />ALLOWED
<br />FIL I
<br />_`L - - J/- L
<br />NOTES:
<br />1, HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCTS UP TO 24", AND WITH TRAPEZE
<br />ELEVATION
<br />HANGERS FOR DUCTS 25" AND ABOVE.
<br />2. ELBOWS SHALL BE SQUARE NECK (SAME IN AND OUT DIMENSION) WITH 2" DOUBLE THICKNESS
<br />TURNING VANES.
<br />3. OFFSETS SHALL NOT EXCEED 30 DEGREE ANGLE, AND SHALL NOT REDUCE THE FREE AREA
<br />OF THE DUCT.
<br />SUPPORT SPACING FOR
<br />PIPE SUPPORTS SHALL BE 4'-0" ON CENTER,
<br />4. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED
<br />PLACE DECK PLATES ON ROOFING, SET PIPE STAND FREE ON DECK
<br />TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION).
<br />5. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45 DEGREE ENTRY TYPE, WITH METAL SLEEVE
<br />PLATES, STACK PIPE STAND
<br />WHERE REQUIRED TO ELEVATE PIPING,
<br />& CLINCH LOCK CONNECTION. ENTRY LENGTH SHALL BE 25% OF BRANCH DUCT WIDTH.
<br />6. ROUND BRANCH DUCT CONNECTIONS SHALL BE WITH "FLEXMASTER" FLDE SPIN -IN FITTINGS,
<br />WITH SCOOP, DAMPER AND HANDLE.
<br />7, FLEXIBLE ROUND DUCT SHALL INCLUDE: HELIX COIL FLEXIBLE DUCTING, A 1-1/2" BLANKET
<br />INSULATION WITH MINIMUM 6,0 R VALUE, AND A ALUMINUM FOIL OUTER VAPOR BARRIER,
<br />AND BE UL-181 APPROVED, 25 OR LESS FLAME SPREAD AND 50 OR LESS SMOKE DEVELOPED.
<br />EQUAL TO "FLEXMASTER" TYPE 3M.
<br />ROOF CONDENSATE PIPE SUPPORT DETAIL
<br />CONCEALED FIBERGLASS DUCT DETAIL
<br />SCALE: NONE
<br />SCALE: NONE
<br />OUTSIDE AIR CALCULATION SCHEDULE (MATRESS FIRM)
<br />SPACE
<br />OCCUPANCY
<br />OCCUPANCY
<br />REQUIREMENT
<br />GROSS/NET
<br />AREA (sq.ft.)
<br />AREA
<br />REQUIREMENTS
<br />REQUIRED CFM
<br />PROVIDED CFM
<br />NOTES
<br />SALES
<br />20 PEOPLE
<br />7.5 CFM/PERSON
<br />3,800/1,950
<br />0,12 CFM/sq.ft.
<br />384
<br />400
<br />1 THRU 2
<br />STORAGE
<br />-
<br />7.5 CFM/PERSON
<br />1 160
<br />0,12 CFM/sq.ft.
<br />20
<br />50 1
<br />1 THRU 2
<br />NOTES
<br />1. THE OUTSIDE AIR WAS CALCULATED USING NET OCCUPIABLE SPACE.
<br />2. OUTSIDE AIR CALCULATIONS BASED ON ASHRAE 62.1-2007
<br />OUTSIDE AIR CALCULATION
<br />SCHEDULE (FUTURE
<br />TENANTS)
<br />SPACE
<br />OCCUPANCY
<br />OCCUPANCY
<br />REQUIREMENT
<br />GROSS/NET
<br />AREA (sq.ft.)
<br />AREA
<br />REQUIREMENTS
<br />REQUIRED CFM
<br />PROVIDED
<br />CFM
<br />NOTES
<br />SALES
<br />30 PEOPLE
<br />7.5 CFM/PERSON
<br />5,800/3,530
<br />0,12 CFM/sq.ft,
<br />649
<br />650
<br />1 THRU 2
<br />NOTES
<br />1. THE OUTSIDE AIR WAS CALCULATED USING NET OCCUPIABLE SPACE.
<br />2. OUTSIDE AIR CALCULATIONS BASED ON ASHRAE 62.1-2007
<br />RTU SCHEDULE
<br />MARK
<br />---
<br />RTU-1
<br />RTU-2, 3 & 4
<br />RTU-5, 6
<br />MANUFACTURER
<br />---
<br />TRANE
<br />TRANE
<br />TRANE
<br />MODEL
<br />---
<br />TSCO92
<br />TSC072
<br />TSC048
<br />SUPPLY AIR
<br />CFM
<br />3000
<br />2400
<br />1600
<br />OUTSIDE AIR
<br />CFM
<br />250
<br />200
<br />150
<br />CAPACITY
<br />TONS
<br />7.5
<br />6.0
<br />4.0
<br />TOTAL COOLING
<br />MBH
<br />92.0
<br />72.0
<br />48
<br />SENSIBLE COOLING
<br />MBH
<br />79.0
<br />61.0
<br />42
<br />EXTERNAL STATIC PRESSURE
<br />IN H2O
<br />0.8
<br />0.8
<br />0.5
<br />ELECTRIC HEAT (208V)
<br />KW/STEP
<br />20.3/2
<br />20.3/2
<br />9/2
<br />EVAPORATOR FAN
<br />BHP/FLA
<br />1.5/3.6
<br />1.5/5.0
<br />1/5.0
<br />COMPRESSOR
<br />NO/RLA
<br />2/14.5
<br />1/22.4
<br />1/13.7
<br />CONDENSING FAN
<br />NO/FLA
<br />1/4.0
<br />1/3.85
<br />1/2.0
<br />ELECTRICAL DATA
<br />V/PH/HZ
<br />208/3/60
<br />208/3/60
<br />208/3/60
<br />MCA
<br />AMPS
<br />74.9
<br />76.6
<br />54.6
<br />FUSE/MOCP
<br />AMPS
<br />80
<br />80
<br />60
<br />EFFICIENCY
<br />SEER/EER
<br />--/11.2
<br />--/11.2
<br />SEER 13 1
<br />WEIGHT
<br />LBS.
<br />1800
<br />1400
<br />1400
<br />NOTES
<br />---
<br />1-16
<br />1-16
<br />1-14, 16
<br />NOTES
<br />1, TRAP CONDENSATE DRAIN AT UNIT (FULL SIZE OF OPENING) MIN. 3" WATER
<br />SEAL AND EXTEND AS SHOWN.
<br />2. ALL UNITS SHALL BE SUPPLIED WITH COMPLETE TEMPERATURE CONTROLS AND
<br />AUTOMATIC CHANGEOVER.
<br />3. ALL CAPACITIES AT A.R.I, CONDITIONS.
<br />4. PROVIDE WITH FACTORY FABRICATED EXTENDED HEIGHT INSULATED ROOF CURB
<br />WITH SLOPED BASE TO MATCH ROOF PITCH AND SET TOP LEVEL.
<br />5. ALL OUTSIDE AIR INTAKES SHALL HAVE MOTORIZED VOLUME DAMPERS.
<br />6, PROVIDE SINGLE POINT POWER CONNECTION.
<br />7. PROVIDE DUCT TRANSITIONS FROM THE SUPPLY AND RETURN DUCT OPENINGS TO
<br />THE DUCT SIZES SHOWN ON THE DRAWINGS.
<br />8. HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL ELECTRICAL
<br />COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT.
<br />9. PERMANENTLY IDENTIFY ALL SYSTEMS WITH THE ROOF TOP UNIT DESIGNATION
<br />AND SPACE NUMBER SERVED.
<br />10. INSTALL FILTERS IN UNIT PRIOR TO STARTUP AND PROVIDE NEW SET OF
<br />FILTERS AT COMPLETION OF CONSTRUCTION PRIOR TO TEST AND BALANCE.
<br />11. ELECTRICAL POWER AND CONTROL CONDUITS SHALL RISE UP INSIDE THE CURB
<br />OF THE RTU.
<br />12. DISCONNECT SWITCH SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR.
<br />13, CONVENIENCE OUTLET SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR.
<br />14. APPROVED ALTERNATE MANUFACTURERS: CARRIER AND YORK/JCI
<br />15. PROVIDE SUPPLY AIR SMOKE DETECTOR.
<br />16. PROVIDE WITH HINGED ACCESS DOORS.
<br />AIR DISTRIBUTION SCHEDULE
<br />MARK
<br />MANUFACTURER
<br />MODEL
<br />TYPE
<br />MATERIAL
<br />NOTES
<br />CD1
<br />PRICE
<br />ASCD
<br />CEILING DIFFUSER, LAY -IN
<br />ALUMINUM
<br />1-6
<br />RG1
<br />PRICE
<br />630
<br />RETURN GRILLE, LAY -IN
<br />ALUMINUM
<br />1, 2, 3, 5, 6
<br />TG1
<br />PRICE
<br />630
<br />TRANSFER GRILLE, LAY -IN
<br />ALUMINUM
<br />1, 2, 6
<br />NOTES
<br />1. NOISE CRITERIA NOT TO EXCEED 25.
<br />2. CONTRACTOR TO COORDINATE BORDER WITH CEILING TYPE.
<br />3. REFER TO FLOOR PLAN FOR CFM.
<br />4, AIR DEVICES ARE 4-WAY THROW (UNLESS NOTED OTHERWISE ON DRAWING).
<br />5. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK TAKEOFF FOR BALANCING.
<br />6, APPROVED ALTERNATE MANUFACTURERS: TITUS AND METAL AIRE
<br />BUILDING DESIGN TEMPERATURES
<br />DESIGN AREA
<br />SUMMER DESIGN
<br />WINTER DESIGN
<br />OUTSIDE
<br />INSIDE
<br />OUTSIDE
<br />INSIDE
<br />DB
<br />WB
<br />DB
<br />WB
<br />DB
<br />DB
<br />WB
<br />BUILDING
<br />93
<br />77
<br />75
<br />64
<br />40
<br />70
<br />55
<br />FAN SCHEDULE
<br />MARK
<br />---
<br />EF-1 & 2
<br />EF-3
<br />MANUFACTURER
<br />---
<br />GREENHECK
<br />GREENHECK
<br />MODEL
<br />---
<br />SP-A110
<br />SP-A200
<br />SERVICE
<br />---
<br />RESTROOMS
<br />FILE ROOM
<br />AIR QUANTITY
<br />CFM
<br />75
<br />150
<br />EXTERNAL STATIC PRESSURE
<br />IN H2O
<br />0.375
<br />0.375
<br />FAN TYPE
<br />---
<br />CENTRIFUGAL
<br />CENTRIFUGAL
<br />MAXIMUM FAN SPEED
<br />RPM
<br />950
<br />850
<br />DRIVE
<br />---
<br />DIRECT
<br />DIRECT
<br />MOTOR
<br />HP(W)
<br />49 W
<br />48 W
<br />ELECTRICAL
<br />V/PH/HZ
<br />115/1/60
<br />115/1/60
<br />CONTROLS
<br />---
<br />W/ LIGHTS
<br />W/ LIGHTS
<br />SONES
<br />---
<br />1.2
<br />3.2
<br />WEIGHT
<br />LBS.
<br />15
<br />25
<br />NOTES
<br />---
<br />1 THRU 5
<br />1 THRU 5
<br />NOTES
<br />1. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH.
<br />2. PROVIDE WITH AUTOMATIC BACKDRAFT DAMPER.
<br />3, PROVIDE WALL CAP WITH BIRD SCREEN.
<br />4. PROVIDE WITH SOLID STATE SPEED CONTROLLER.
<br />5. APPROVED ALTERNATE MANUFACTURER: COOK.
<br />0
<br />Job Number: 65173
<br />Colwill Engineering
<br />Consulting Engineers, Inc.
<br />Engineering Business No. 9021
<br />4750 East Adamo Drive Tampa, Florida 33606
<br />Tel: 813-241-2525 Fax: 813-241-2424
<br />© 2013 ALL RIGHTS RESERVED
<br />eS� Tec
<br />:. �..
<br />f V
<br />I.b. a
<br />Associates, Inc. AA26001933
<br />Architecture • Planning Interior Design
<br />14125 N.W. 80th Ave. Suite 303
<br />Miami Lakes, FI. 33016
<br />T. 786-235-9097
<br />F. 305-362-4420
<br />dtiinfo@dtiarchitect.com
<br />www.dtiarchitect.com
<br />R S�♦
<br />*: 0 86 '
<br />-53 S ATE OF
<br />Joseph R. Stolz,
<br />P.E. No.58186
<br />Revisions:
<br />Date Description
<br />10-21-13 OWNER CHANGES
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<br />Job Number:
<br />12049.01
<br />File name:
<br />Issued Date:
<br />07.17.13
<br />Drawn by:
<br />DC/LO
<br />Checked by:
<br />JS
<br />SHEET NAME
<br />MECHANICAL
<br />SCHEDULES &
<br />DETAILS
<br />SHEET NUMBER
<br />M-2, 0
<br />
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