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HVAC NOTES 1. All equipment is new, air handlers located on steel channell, supported from deck above with concrete deck anchors. Bottom of plenum box of return held 2" off bottom of stand with emergency condensate drain pan extending out 3" on all four sides with emergency overflow shut down switch on condensate overflow mounted on emergency pan. 2. rectangular ductwork to be 1.5" fiberous duetboard, Joints to be sealed with pressure sensitive "UL" 181 silver tape and staples as recommended by manufacuterer. Round ductwork to be R-6 flex duct using silver tape, "UV 181 and nylon panduit straps at Crown dampened collar. 3. All duct sizes are clear inside dimensions, allow for 1.5" R-6 fiberglass ductwork. 4. Rectangular ductwork to be hung with 2" u-channel & minimum 12-gauge wire on 6' centers and flex duct to be hung with 2" metal strap on 5' centers and at elbow down to air distribution as needed. All duct materials and installation of same to comply with section 503 of Florida Energy code for Building Construction effective March 1, 2002, 5. Smoke detectors shall be installed in return duct to shut down system, located prior to introduction of ventilation outside air. 6. Coordinate location of air distribution with ceiling grid and lights. 7. Contractor test and balance of systems to within 10% of design airflows shown and submit air balance report and equipment performance to owner upon completion. g. Thermostats to be mounted at 52" AFF. 4 TON, 13 SEER (MIN.) 7.8 HSPF (MIN.) CONDENSER TYPICAL C SLAB SLAB TO BE 4" WIDER THEN THE UNIT. 4 TON, 13 SEER (MIN.) 7.8 HSPF (MIN.) CONDENSER TYPICAL A& SLAB SLAB TO BE 4" WIDER THEN THE UNIT. V '" 'tt►ettaar►rae s Z/�, • •�i E N •", "7" i �+ No.42712 ®•,'EJ STATE OF �eie�I C�C1 ' 4 0 R \'O �i-N�Kle S/QfVA` E�,+, SYSTEM #1 & 2 HVAC NOTES DETAILS AND SCHEDULES SYSTEM #1 & #2 DESCRIPTION — 4.0 Ton Package Heat Pump EQUIPMENT SCHEDULE: TRANE XL15i 13 SEER HEAT PUMP SYSTEM with "R-41OA" refrigerant AH MD GAF2AOA34821SA HEAT PUMP CU MD# 4TWX5048A BTUH COOLING CAPACITY 48,000 SEER 13.00 MIN. HSPF 7.8 MIN BTUH HEATING CAPACITY 48,000 BLOWER SPEED CFM 0 .3" WC Cooling 1600 Heating 1600 ELECTRICAL REQUIREMENTS AH-1 MINIMUM AMPACITY 32.5 MAX FUSE 50 AMPS CU-1 MCA 35 MOCP 40 AMPS VOLTS 120 240 1 60 PIPING SIZE 3 8" LIQUID 1 1 8" SUCTION wZ 1 2" INSULATION 3 4" CONDENSATE DRAIN CONTROLS: Programmable Thermostat FILTER TYPE: 1" pleated throw —a —ways DUCT SYSTEM: R-6 fiberglass/foil—flex w/Crown #1580 register boxes, damper collars, and Air Mate grilles. All joints sealed with Fasson #0801 pressure sensitive tape. All work shall conform to the requirements of the Current Florida Unified Mechanical Code, 2008 National Electrical Code, and all Pasco Country Codes. Note: General Contractor has the option of utilizing an Equivalent Manufacturers HVAC Package Heat Pump System. FEN • • • • fe� MENI llA •�i a • M.10 a • • �'. ' ... • ---------------------- .. • if . ��//IMMMMI%///� ® • _ �I o INSULATED OR STORM ice• + ...�i IM VIN �,JIM 1. PLANS INDICATE THE GENERAL LAYOUT AND LOCATION OF THE MECHANICAL SYSTEM COMPONENTS. UNLESS SPECIFIED DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THOSE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. 2. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES ADOPTED AT THE TIME OF PERMIT APPLICATION AND THE 2010 FLORIDA UNIFIED BUILDING CODE, FLORIDA MECHANICAL AND ENERGY CODES. 3, SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIAL FOR REVIEW. INSTALL AND TEST ALL EQUIPMENT AND MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 4. DUCTWORK, AIR DEVICES AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT TO THE CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF ALL AIR DEVICES. WALL CAPS, ROOF CAPS AND LOUVERS WITH ELECTRICAL, ARCHITECTURAL AND PLUMBING WORK. 5. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" DUCT CONSTRUCTION STANDARDS AND COMPLY WITH THE LATEST "NFPA" 90A REQUIREMENTS. 6. ALL DUCT DINIENSION AS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ADD 3" FOR EXTERIOR DUCT DIMENSIONS. 7. ALL FLEXIBLE DUCT SHALL BE CLASS 1 R-6 INSULATED REINFORCED METALIZED JACKET, AIR —TIGHT, INNER CORE, WITH ENCAPSULATED WIRE HELIX. 8. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 54" ABOVE FINISHED FLOOR UNLESS NOTED ON DRAWINGS. LOCATION OF THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE, FINAL LOCATION OF THE THERMOSTAT SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD. 9. PROVIDE A CONDENSATE DRAIN SYSTEM PER THE 2001 FLORIDA MECHANICAL CODE SECTION 307. a. PROVIDE P—TRAPS AT ALL CONDENSATE DRAIN LINES. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE. b. (MINIMUM 1 /8" PER FOOT). INSULATE DRAIN LINES WITH 1 /2" THICK CLOSED CELL RUBBER PIPE INSULATION. c. CONDENSATE LINES TO BE PVC. LINES TO BE A MINIMUM OF 3/4" diameter. EXTEND TERMINATION OF DRAINS 12" FROM THE EXTERIOR WALL TO GREEN AREA. 10. PROVIDE REINFORCED CONCRETE EQUIPMENT PADS FOR THE CONDENSINIG UNITS. PADS TO BE SIZED AND SPACED TO PROVIDE MANUFACTURER'S REQUIRED SERVICE CLEARANCES. Digitally signed by William H Roberts, DN: cn=William H Roberts, PE, o=EGI, ou=Engineering, email=rroberts.eg i @gmail.com, c=US Date: 2013.09.01 16:52:37 DO NOT SCALE DRAWINGS 1/2"X6" — STAi2TrN& COLLAR PANT ALKYD GLOSS —� LACK. ADJUSTABLE STAND CAN BE SUBMTED IN PLACE OF STEEL STAND ON THREE TON AND UNDER COOLING SYSTEMS. 2"x2"' PLATE, sET oN CflRIcjRUBBEI 1ABRATIOM PADS IN EMERGENCY DRAIN PAN WITH FLOAT SNATCH SHUTDOWN. The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 TEL (813) 334-0271 CA #29098 8-26-13 DATE OT VAUD WITHOUT FOR SEAT. OR STAMP) rw" A j ■ m■.■■■m NNINEEMEMM11 .. ■o ■r mo ■O ■M! ■o ■o No r No No ■O - t ■o ON ■0 ■o ■o ■E _ _ - ■o No, AM ■0 No ; ' :- ON! No ■� 00 ON E No No ■' �. ■■■m■■■MENOMINEE it I s • r � i i i DRAVN CLEM TRAUTWEIN SCALD 1/4" = 1'—O» CkMCKED & APPROVLD CET 8-22-13 C13542 SHEET 9 OF 14 rroberts.egiOgmail.com trautwein—clem@outlook.com