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13-1163-007i 14MAIIIIIII • i • + + • -r+ r -. •- r+ : r it t t r • + t t r • ! + r -r - + • • r r r r • ! + • • ` j +• ' •� t r + ! • r • it - •� - • r - r • r• r + + i � • • r r - r • r• • r + + • • • • r + c •� r• Y • . . .: r ii r ♦ • r • r i • r -♦ ♦• +• r r • ♦ i .♦r •• • i i •i r •- 'Y i.r r •• i • i• r r' r •• y r •+ r, • r ! i r r • i , , r r • i r i • r r i -+ • mw 1 ! ■FY J*k G '•\ A AMPERES AC AIR CONDENSING UNIT (DX TYPE) AD ACCESS DOOR AFC AIR FAN CURTAIN AFF ABOVE FINISHED FLOOR AFMD AIR FLOWING MEASURING DEVICE AHU AIR HANDLING UNIT APD AIR PRESSURE DIFFERENTIAL ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATING AND AIR CONDITIONING ENGINEERS BD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR BOP BOTTOM OF PIPE BOD BOTTOM OF DUCT CF CUBIC FOOT CFM CUBIC FEET PER MINUTE CHW CHILLED WATER CO CLEAN OUT CU CONDENSING UNIT CV CONSTANT VOLUME CW CONDENSER WATER DA DRY AIR DB DRY BULB (TEMPERATURE) DB DECIBEL (UNIT OF LOGARITHMIC SOUND POWER OR SOUND PRESSURE RATIO) DDC DIRECT DIGITAL CONTROL DG DOOR GRILLE DP DIFFERENTIAL PRESSURE DT DIFFERENTIAL TEMPERATURE DX DIRECT EXPANSION (COIL) EA EACH E/A EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDH ELECTRIC DUCT HEATER EEF EMERGENCY EXHAUST FAN (E.H.P.A.) EF EXHAUST FAN EG EXHAUST GRILLE EMCS ENERGY MANAGEMENT & CONTROL SYSTEM ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE F &BPD FACE & BY -PASS DAMPER FBC FLORIDA BUILDING N GODS BUILDING FBC -M FLORIDA BUILDING CODE - MECHANICAL F FIRE DAMPER FEEL FLORIDA ENERGY EFFICIENCY CODE FLA FULL LOAD AMPS FPF FINS PER FOOT (IN THE COIL) FPi FINS PER INCH (IN THE COiL) FPM FEET PER MINUTE FPS FEET PER SECOND H HUMIDISTAT HP HORSEPOWER HVAC HEATING VENTILATION AND AIR CONDITIONING IAQ INDOOR AIR QUALITY iD INSIDE DIAMETER KW KILOWATT = 1000 WATTS LAT LEAVING AIR TEMPERATURE LAT LATENT (HEAT LOAD) LB POUND (UNIT OF MASS) LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MAX MAXIMUM M MOTORIZED MBH THOUSANDS OF BTUS PER HOUR MUA MAKE UP AIR NC NOISE CRITERIA O/A OUTDOOR AIR OAD OUTDOOR AIR DAMPER OAF OUTSIDE AIR FAN ON OUTDOOR AIR INTAKE OAL OUTDOOR AIR LOUVER OAR OUTDOOR AIR RELIEF IN -r. r -■ NO U-6 s • • . ■. i • , r R/A RETURN AIR RE RELIEF EXHAUST CAP REF RELIEF EXHAUST FAN RG RETURN GRILLE RH RELATIVE HUMIDITY ( %) RPM REVOLUTIONS PER MINUTE RV RELIEF VENT S SMOKE DAMPER S/A SUPPLY AIR SAT SUPPLY AIR TEMPERATURE SAT SATURATION, SATURATED SCBA SELF CONTAINED BREATHING APPARATUS SCT SATURATION CONDENSING TEMPERATURE SD SMOKE DETECTOR SEN SENSIBLE (HEAT LOAD) SF SUPPLY FAN SH SENSIBLE HEAT SHG SENSIBLE HEAT GAIN SHR SENSIBLE HEAT RATIO SMACNASHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SST SATURATION SUCTION TEMPERATURE SZ SINGLE ZONE (TYPE OF AHU) T THERMOSTAT TD TRANSFER DUCT TG TRANSFER GRILLE TR TRANSFER REGISTER TSP TOTAL STATIC PRESSURE TU TERMINAL UNIT UC DOOR UNDERCUT (IN HVAC DRAWINGS) V VOLTS VAV VARIABLE AIR VOLUME (TYPE OF HVAC EQUIPMENT) VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE W WATT (UNIT OF POWER) WB WET BULB (TEMPERATURE) WPD WATER PRESSURE DIFFERENTIAL EQUIPMENT SPECIFICATIONS: SUPPLY, RETURN, TRANSFER, EXHAUST AND OUTSIDE AIR DUCTWORK: SHALL BE GALVANIZED SHEET STEEL, DESIGNED, CONSTRUCTED AND INSTALLED PER 2" STATIC PRESSURE CLASSIFICATION OF THE SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS- METAL AND FLEXIBLE" MANUAL, LATEST EDITION. STAINLESS STEEL DUCTWORK: ASTM A 4801A 480M, TYPE 304, AND HAVING A NO. 2D FINISH FOR CONCEALED DUCTS AND EXPOSED DUCTS. EXTERIOR DUCTWORK INSULATION: SHALL BE 2.2 INCH THICK, 3/4 PCF DENSITY FIBERGLASS BLANKET WITH UL APPROVED ALUMINUM FOIL VAPOR SEAL JACKET REINFORCED WITH FIBERGLASS SCRIM, LAMINATED TO 30 LB. KRAFT PAPER, R = 6.0 MINIMUM. JACKET TO BE LAPPED NOT LESS THAN TWO INCHES AT ALL JOINTS AND SEAMS, AND SEALED WITH A VAPOR - RETARDER MASTIC. INSTALLED THICKNESS OF INSULATION SHALL NOT BE LESS THAN TWO INCHES. INSULATE THE FOLLOWING DUCT SYSTEMS: INDOOR CONCEALED SUPPLY, RETURN AND OUTSIDE AiR DUCTWORK, INDOOR EXPOSED SUPPLY, RETURN AND OUTSIDE DUCTWORK. FLEXIBLE CONNECTORS: SHALL BE STANDARD METAL -EDGED CONNECTOR BY VENTFABRICS OR EQUAL. FACTORY FABRICATED WITH A STRIP OF NONCOMBUSTIBLE FABRIC 3 -1/2" INCHES WIDE ATTACHED TO TWO STRIPS OF 2 -3/4 INCH WIDE, .028- INCH - THICK, GALVANIZED SHEET STEEL. FLEXIBLE DUCTWORK: SHALL BE CLASS 1 STANDARD 181, INSULATED ROUND DUCT BY THERMAFLEX OR EQUAL; R -6 MINIMUM. FACTORY FABRICATED WITH AN OUTER JACKET ENCLOSING 1 -1/2 INCH THICK GLASS FIBER INSULATION AROUND A CONTINUOUS POLYETHYLENE FILM INNER LINER. STEEL WIRE HELIX REINFORCEMENT ENCAPSULATED AROUND INNER LINER. GLASS - REINFORCED SILVER MYLAR OUTER JACKET WITH A CONTINUOUS HANGING TAB, FLEXIBLE DUCT SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE 2010 CHAPTER 419.3.6.4. RECTANGULAR MANUAL VOLUME DAMPERS: SHALL BE RUSKIN MODEL MD35 OR EQUAL. MULTIPLE OPPOSED BLADE OR SINGLE BLADE, FURNISHED COMPLETE WiTH FACTORY FABRICATED LOCKING HAND QUADRANT. PROVIDE WITH 2- STAND -OFF WHEN INSTALLED ON EXTERNALLY INSULATED DUCT. DUCT SUPPORTS: SHALL BE GALVANIZED SHEET STEEL STRAP. WIDTH, GAGE AND SUPPORT INTERVALS PER SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE- MANUAL, LATEST EDITION. SUPPLY CEILING DIFFUSERS, RETURN, EXHAUST GRILLE/REGISTER: AS SCHEDULED. ELECTRIC DUCT HEATER EDH: AS SCHEDULED. CHILLED WATER PIPING: ASTM A53, GRADE B, SEAMLESS BLACK STEEL, SCHEDULE 40, BY DOMESTIC MANUFACTURERS ONLY. FOR 2 -INCH NPS AND SMALLER, PROVIDE WITH THREADED JOINTS. FOR 2 -1/2 INCH NPS AND LARGER, PROVIDE WITH WELDED AND FLANGED JOINTS, CHILLED WATER PIPING INSULATION: CELLULAR GLASS, WITH FACTORY APPLIED FOIL AND PAPER JACKET, BY PITTSBURGH - CORNING CORP. INORGANIC, FOAMED OR CELLULATED GLASS, ANNEALED, RIGID, HERMETICALLY SEALED CELLS, INCOMBUSTIBLE. 2" THICKNESS FOR INSTALLATION INSIDE THE BUILDING. FOR FITTINGS, SPECIALTIES, APPLY PRE - MOLDED INSULATION SECTIONS WHEN AVAILABLE; OTHERWISE, APPLY MITERED SECTIONS OF CELLULAR GLASS INSULATION. SEAL LONGITUDINAL SEAMS AND END JOINTS WITH VAPOR RETARDER MASTIC. FOLLOW ALL MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. INSULATION SECTIONS FOR FITTINGS AND SPECIALTIES (INDOORS OR OUTDOORS) SHALL BE FINISHED WITH FIELD APPLIED GLASS -CLOTH JACKET BY EMBEDDING GLASS CLOTH BETWEEN TWO 0.062 -INCH THICK COATS OF VAPOR RETARDER MASTIC. BUTTERFLY VALVES: MSS SP -67, 200 -PSI CWP, 150 -PSI MAXIMUM PRESSURE DIFFERENTIAL, ASTM A 126 CAST IRON BODY AND BONNET, EXTENDED NECK, STAINLESS STEEL STEM, FIELD - REPLACEABLE EPDM OR BUNA N SLEEVE AND STEM SEALS, LUG STYLE, ALUMINUM BRONZE DISC, STANDARD LEVER HANDLE WITH MEMORY STOP. NIBCO, INC. OR ACCEPTABLE EQUIVALENT. Y- PATTERN STRAINERS: 125 -PSIG WORKING PRESSURE; CAST IRON BODY (ASTM A126, CLASS B), THREADED CONNECTIONS FOR 2 -INCH NPS AND SMALLER, FLANGED END CONNECTIONS FOR 2 -1/2 INCH NPS AND LARGER. BOLTED COVER, PERFORATED TYPE 304 STAINLESS -STEEL BASKET, AND BOTTOM DRAIN CONNECTION. BALANCING PLUG VALVES•. 125 -PSIG WORKING PRESSURE, 250 DEG F MAXIMUM OPERATING TEMPERATURE, BRONZE BODY, PLUG TYPE VALVE WITH CALIBRATED ORIFICE. PROVIDE WiTH CONNECTIONS FOR PORTABLE DIFFERENTIAL PRESSURE METER WITH INTEGRAL CHECK VALVES AND SEALS. VALVE SHALL HAVE INTEGRAL POINTER AND CALIBRATED SCALE TO REGISTER DEGREE OF VALVE OPENING. VALVES 2 -INCH NPS AND SMALLER SHALL HAVE THREADED CONNECTIONS, AND 2 -1/2 INCH NPS AND LARGER SHALL HAVE FLANGED END CONNECTIONS. ITT BELL & GOSSETT OR ACCEPTABLE EQUIVALENT. BALL VALVES: MSS SP -110 CLASS 150, 600 PSi CWP, ASTM B584 BRONZE BODY AND BONNET, 2 -PIECE CONSTRUCTION, CHROME PLATED BRASS BALL, BRONZE STEM, TEFLON SEATS AND SEALS AND VINYL - COVERED STEEL LEVER HANDLE. PROVIDE SUFFICIENT STEM EXTENSION FOR INSTALLATION ON INSULATED PIPING. THREADED END CONNECTIONS. NIBCO, INC. OR ACCEPTABLE EQUIVALENT. CHECK VALVES: CLASS 125, ASTM A126 CLASS B, CAST IRON BODY , HORIZONTAL SWING, BOLTED BONNET, CAST BRONZE DISC. NIBCO T -918 -B OR ACCEPTABLE EQUIVALENT. GENERAL DEMOLITION NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE OF THE WORK AND BECOMING FAMILIAR WITH THE CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID. THE CONTRACTOR iS REQUIRED TO BECOME FAMILIAR WITH ALL THE CONTRACT DOCUMENTS PERTAINING TO THE PROPOSED WORK. THE SUBMISSION OF A BID SHALL BE SUFFICIENT TO ESTABLISH THAT THE CONTRACTOR HAS INVESTIGATED THE SITE OF THE WORK AND IS SATISFIED AS TO ALL REASONABLE CONDITIONS TO BE ENCOUNTERED, THE WORK TO BE PERFORMED AND THE MATERIALS TO BE PROVIDED IN THE COMPLETION OF THE PROJECT. 2. FAILURE OF BIDDERS TO MAKE REQUIRED VISITATIONS AND /OR INVESTIGATIONS TO INFORM THEMSELVES FULLY OF EXISTING CONDITIONS, AND TO INCLUDE iN THEIR PROPOSALS A SUM SUFFICIENT TO COVER ALL POSSIBLE FIELD CONDITIONS, WILL NOT IN ANY WAY ENTITLE THEM TO ANY EXTRA CHARGES OVER AND ABOVE THEIR ORIGINAL PROPOSALS. 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT PROPERTY IN AREAS WHERE WORK IS BEING CONDUCTED. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED TO BUILDING COMPONENTS DUE TO DEMOLITION OPERATIONS. PATCH AND REPAIR EXISTING SURFACES DAMAGED AS REQUIRED TO MATCH ADJACENT SURFACES. 4. REMOVE, CUT, ALTER, REPLACE, PATCH AND REPAIR EXISTING WORK AS NECESSARY TO INSTALL NEW WORK, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. DO NOT CUT ALTER OR REMOVE ANY STRUCTURAL WORK AND DO NOT DISTURB ANY DUCTS, PLUMBING, ELECTRICAL WORK, WALLS, CEILING, PARTITIONS OR FLOORS. MECHANICAL AND ELECTRICAL WORK DISTURBED OR REMOVED AS A RESULT OF PERFORMING REQUIRED NEW WORK SHALL BE REFINISHED AND LEFT IN AS GOOD CONDITION AS EXISTED BEFORE COMMENCING WORK. EXISTING WORK TO BE ALTERED OR EXTENDED AND THAT IS FOUND TO BE DEFECTIVE IN ANY WAY, SHALL BE REPORTED TO THE ARCHITECT BEFORE IT IS DISTURBED. MATERIALS AND WORKMANSHIP USED IN RESTORING WORK, SHALL CONFORM IN TYPE AND QUALITY TO THAT OF ORIGINAL EXISTING CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, 5. ALL SERVICE LINES SUCH AS WIRES, CABLES, CONDUITS, DUCTS, PIPES AND THEIR HANGERS OR SUPPORTS, WHICH ARE TO BE ABANDONED BUT ARE NOT REQUIRED TO BE ENTIRELY REMOVED SHALL BE SEALED, CAPPED OR PLUGGED IN CEILINGS, WITHIN FURRED SPACES, IN UNFINISHED AREAS, OR WITHIN WALL OR PARTITIONS SO THAT THEY ARE COMPLETELY BEHIND PLASTERED AREAS, OR OTHER FINISHED SURFACES. ABANDONED LINES MUST BE CAPPED AT BOTH ENDS, SO THAT NO DEAD ENDS ARE LE=T. 6. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL EXISTING CONSTRUCTION, r a REMAIN r• - • r ITEMS • r DEBRIS TO BE REMOVED WILL BE PROPERLY DISPOSED O BY • •. WITHIN HIS CONTRACT, AT • COST TO THE OWNER. 7. CONTRACTOR SHALL PROVIDE DEMOLITION OPERATIONS ALL r FEATURES REQUIRED BY -- CODES, r REGULATIONS HAVING JURISDICTION OVER THE PROJECT. 8. THE DEMOLITION DRAWINGS ONLY • ASSIST IN SHOWING O OF DEMOLITION W• • AND ARE NOT INTENDED TO INDICATE ALL DEMOLITION. • •. REMOVE SHALL ALL AS • TO CONTRACT PROPERLY COMPLETE ALL THE WORK INDICATED IN THE r• 9. ANY UTILITY LINES TO REMAIN AND THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SH REPAIRED • •- AT • ADDITIONAL CHARGE • THE CONTRACT 10. HOLES AND OPENINGS ON THE BUILDING CEILING SLAB AND WALLS THAT REMAIN AFTER THE DEMOLITION PATCHED TO MATCH THE EXISTING CEILING SLAB AND WALL CONSTRUCTION, 11. ALL WORK SHALL • R • WITH ALL OTHER INSTALLATION TRADES AT JOB SITE PRIOR TO FABRICATION AND OF • DISCREPANCIES BETWEEN THE WORK DEPICTED • DOCUMENTS AND THE ACTUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT PROMPTLY TO THE ENGINEER FOR REVIEW AND CLARIFICATION. DUST • NTAINMENT: CONTRACTOR SHALL PROVIDE VISQUEEN BARRIERS AROUND CORRIDOR AREAS WHERE DEMOLITION WORK IS BEING PERFORMED. BARRIERS SHOULD HAVE NO HOLES OR GAPS BETWEEN THEM. THERE SHALL • BE NO GAPS BETWEEN THE CEILING AND THE ALL EDGES OF BARRIERS SHALL BE COMPLETELY ♦ r OFF. CONTRACTOR SHALL ALSO HAVE STICKY FLOOR MATS IN PLACE AROUND THE WORK AREAS. AREAS. 13. AREA OF CONSTRUCTION SHALL BE MAINTAINED UNDER NEGATIVE PRESSURE IN RELATION TO SURROUNDING • • AREAS TO BE r WEEKLY TO ASSURE A NEGATIVE PRESSURE OF 0.03 INCHES WATER GAUGE IN BEING MAINTAINED WHEN ALL DOORS r WINDOWS • r ALL OUTLETS AND WALL SHALL PENETRATIONS SHALL BE BLOCKED OF TO MAINTAIN NEGATIVE PRESSURE IN THE TO EXHAUST THE CONSTRUCTION AREA TO MAINTAIN NEGATIVE PRESSURE. IF ADDITIONAL EXHAUST IS REQUIRED, CONTRACTOR PROVIDE , TEMPORARY Y PROJ, No. 22059 CA 924 _ LOUIS J. AGUIRRE & ASSOCIATES P.A. - CONSULTING ENGINEERS, n 9150 SOUTH DADELAND BLVD. S °litT,E_ 000 MIAMI, FLORIDA 33156 TELEPHONE: (305) 670 -0141 -- -- FAX: (305) 670 -0144 www.ljaapo.com AIR DISTRIBUTION LEGEND DOUBLE WALL INSULATED DUCT (SEE NOTE u3) - -- ----- - - - - DIRECTION OF FLOW TYPE OF DIFFUSER 6X6^ DUCT: FIRST FIGURE IS SIDE tv1 SHOWN. SIZES ARE INSIDE DIMENSION. 20 X 10 — 2O X to :K MOUNT OF CFM SIZE OF DIFFUSER A OVAL DUCT SECTION NUMBER--- - DRAWING NUMBER ---- -- _ 20 WHERE LOCATED O AD ROUND DUCT DUCT MTD. SMOKE DETECTOR W /REMOTE & TEST LIGHT SWITCH FFIRE STOPPING - °_________ -------------`-- �} (PROVIDE ACCESS DOOR) SD AP ADM �/�� FC Mr` Y Y t a AD EDN C ., EXISTING DUCTWORK OR EQUIPMENT TO REMAIN ACCESS PANEIL/DOOR EXISTING DUCTWORK 012 EQUIPMENT TO BE REMOVED FLEXIBLE FLEXIBLE DUCT, FLEXIBLE CONNECTION (FC} DUCT RISE IN DIRECTION OF FLOW ELECT. STRIP I- F-ATER (MUST USE ACC. DOOR) c w 2 -F, Eduard ' Lich53, ., W • f►4.i4� � ��� `•lam 6 � DUCT DROP IN DIRECTION OF OF FLOW FAN, WALL, ROOF �pQp °o °o � Dp O ©0004 �VOO QO� TRANSITION RECTANGULAR TO ROUND cNV O UNDERCUT DOOR U' G' _.. DUCT WITH CAPPED END < w 0!� cn Q O I -- 0- --I = a� 0 E aIR FLOW _o _ ~ V) p > MEASURING DEVICE A.F.M.D V, L J, 0 ° 0 60 DUCT SECTION: SUPPLY 6 0 V) RETURN THERMOSTAT T ALL ELBOWS MUST BE PROVIDED, WITH TURNING VANES WHETHER SHOWN OR NOT ON DWGS. ( t �V�D 1-IUMIDISTAT C N �} TYR 45° TAP -OFF WITH VOLUME DAMPER POINT OF CONNECTION BETWEEN NEW AND EXISTING — 0 WORK ......111 �-.- MOTORIZED DAMPER WITH ACCESS DOOR ® CAP DEMOLITION TO THIS POINT SPUTTER DAMPER �� A.D. 0 COMBINATION FIRE /SMOKE DAMPER (MUST USE ACCESS FIRE DAMPER AD. 0 DOOR} V) (MUST USE ACCES DOOR) F A.D. ® __....... _. SMOKE DAMPER (MUST USE ACCESS DOOR} S W NOTES 1. 45 0 TAP -OFFS, SPUTTERS AT EACH TAP -OFF AND TEE, AND ACCESS DOORS SHALL BE USED WHERE REQUIRED, WHETHER OR NOT INDICATED IN THE DRAWINGS, 2. IN AREAS WHERE NON - REMOVABLE CEILINGS ARE USED, PROVIDE 45° TAP -OFFS OF THE FIXED TYPE, WITH WIDTH PROPORTIONAL TO BRANCH CFM. RELATTVE PRESSURE GENERAL DEMOLITION NOTES: ALL MECHANICAL EQUIPMENT INSTALLED OUTDOORS (CHILLERS, FANS, CONDENSING UNITS, AHU'S, ETC.) EXTERIOR LOUVERS SYSTEM, DUCT SYSTEM ARE TO BE DESIGNED TO RESIST THE WIND LOAD; AND DESIGNED AND CONSTRUCTED TO MEET THE STRUCTURAL REQUIREMENTS OF THE CODE AND DEBRIS IMPACT REQUIREMENTS OF THE CODE AND DEBRIS IMPACT REQUIREMENTS AS SPECIFIED IN FLORIDA BUILDING CODE (2010 EDITION), SECTION 1626.2 THROUGH 1626.4 SEE FLORIDA BUILDING CODE. (F.B.C.,2010 EDITION) SECTION 419.4.2.5.1 AND 419.4.2.6.) �n ��- - 0 a l . r A : ♦ -® SMOKE •. -E• mm Q FIRE RATED ROOF/FLOO2 CEILING ASSEMBLY ■ 0 co FFIRE STOPPING .p h ® +,, • • i ! -� CD m m c RELATTVE PRESSURE GENERAL DEMOLITION NOTES: ALL MECHANICAL EQUIPMENT INSTALLED OUTDOORS (CHILLERS, FANS, CONDENSING UNITS, AHU'S, ETC.) EXTERIOR LOUVERS SYSTEM, DUCT SYSTEM ARE TO BE DESIGNED TO RESIST THE WIND LOAD; AND DESIGNED AND CONSTRUCTED TO MEET THE STRUCTURAL REQUIREMENTS OF THE CODE AND DEBRIS IMPACT REQUIREMENTS OF THE CODE AND DEBRIS IMPACT REQUIREMENTS AS SPECIFIED IN FLORIDA BUILDING CODE (2010 EDITION), SECTION 1626.2 THROUGH 1626.4 SEE FLORIDA BUILDING CODE. (F.B.C.,2010 EDITION) SECTION 419.4.2.5.1 AND 419.4.2.6.) �n ��- - 0 a �ryR Q 0 co .p h ® +,, a CD m m c ... ........ t3) f c w 2 S E E Eduard ' Lich53, ., W • f►4.i4� � ��� `•lam 6 Ak �pQp °o °o � Dp O ©0004 �VOO QO� 0 cNV O o — :> z 0 �- 0 . F-^ li < w 0!� cn Q O I -- 0- --I = a� 0 E o z O w L. CCS�► _o _ ~ V) p > W o (� Q 0 U) _ O V, L J, 0 ° 0 60 < z 0 V) 4 V) W ix COMM. NO. 2012_]5 DRAWN BY: JB DATE: sag -12 -13 ISSUED: sag -12 -13 SCALE: ,45 NOTED TITLE: vi'M50L LEGEND AND GENERAL NOTES - HV,4 SHEET NO. 110.0 OF