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11-1104R-007PLUMBING ABBREVIATIONS A/E ARCHITECT /ENGINEER AC AIR CONDITIONING AD AREA DRAIN AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AG ABOVE GROUND AHU AIR HANDLING UNIT AP ACCESS PANEL APPROX APPROXIMATE APT APARTMENT AR ACID RESISTANT ASME AMERICAN SOCIETY OF MECHANICAL MOD ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND NA, N/A MATERIALS AV ACID VENT AW ACID WASTE AWS AMERICAN WELDING SOCIETY AWWA AMERICAN WATER WORKS ASSOCIATION BLDG BUILDING BOT BOTTOM BT BATHTUB CA COMPRESSED AIR CB CATCH BASIN CHKV CHECK VALVE CI CAST IRON CIP CAST IRON PIPE /CAST -IN -PLACE CO CLEANOUT COND CONDENSATE CONN CONNECTION CONT CONTINUOUS /CONTINUATION CPVC CHLORINATED POLYVINYL CHLORIDE CW COLD WATER DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DOM DOMESTIC DR DRAIN DS DOWNSPOUT DW DISHWASHER DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL EMER EMERGENCY EPDM ETHYLENE PROPYLENE DIENE MONOMER EO EMERGENCY OVERFLOW EQUIP EQUIPMENT EWC ELECTRICAL WATER COOLER EWH ELECTRICAL WATER HEATER EXIST EXISTING FCO FLOOR CLEANOUT FD FLOOR DRAIN FF FINISHED FLOOR FIN FINISH FLR FLOOR, FLOORING FM FACTORY MUTUAUFORCE MAIN FO FUEL OIL FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FS FLOOR SINK FT FEET /FOOT FU FIXTURE UNIT FLIT FUTURE G GAS GA GAGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GATE VALVE GW GREASY WASTE H &CW HOT AND COLD WATER HB HOSE BIBB HD HEAD HD HUB DRAIN HP HORSE POWER HR HOUR HW HOT WATER ID INSIDE DIAMETER IND INDIRECT INV INVERT ISO ISOMETRIC IW INDIRECT WASTE /INDUSTRIAL WASTE IWH INSTANTANEOUS WATER HEATER KIT KITCHEN KPA KILOPASCAL KW KILOWATT LAV LAVATORY MECH MECHANICAL MH MANHOLE MIN MINIMUM /MINUTE MOD MODEL MTD MOUNTED NA, N/A NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NIC NOT IN CONTRACT NPS NATIONAL PIPE STANDARD NTS NOT TO SCALE OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OS & Y OUTSIDE SCREW AND YOKE PD PLANTER DRAIN P &T PRESSURE & TEMPERATURE PKD PARKING DRAIN PLUM PLUMBING PRV PRESSURE REDUCING VALVE PSIG POUNDS PER SQUARE INCH, GAGE PVC POLYVINYL CHLORIDE PVDF POLYVINYLIDINE FLUORIDE R RADIUS, RADII, RELIEF PIPE RD ROOF DRAIN REINF REINFORCEMENT REQ'D REQUIRED RM ROOM RPM REVOLUTIONS PER MINUTE RWL RAIN WATER LEADER SAN SANITARY SCH SCHEDULE SD STORM DRAIN SECT SECTION SF SQUARE FEET SHR SHOWER SHT SHEET SPECS SPECIFICATIONS SS STAINLESS STEEUSANITARY SEWER SSK SERVICE SINK TD TRENCH DRAIN TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TOP TOP OF PIPE TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORIES LION UNLESS OTHERWISE NOTED UR URINAL V VENT VAC VACUUM VB VACUUM BREAKER VIV VALVE IN VERTICAL VTR VENT THRU ROOF VS VENT STACK W/ WITH WC WATER CLOSET WCO WALL CLEANOUT W/O WITHOUT PLUMBING LEGEND SYMBOL DESCRIPTION SANITARY PIPE RWL RAIN WATER LEADER SD STORM DRAIN ------ - - - - -- VENT PIPE - - DOMESTIC COLD WATER PIPE - -- - -- DOMESTIC HOT WATER PIPE - -- DOMESTIC HOT WATER RETURN PIPE CD CONDENSATE DRAIN PIPE PT PRESSURE TEMP RELIEF PIPE PD PAN DRAIN PIPE DIRECTION OF FLOW VALVE IN VERTICAL WCO I WCO 0-i I WALL CLEAN -OUT FCIO FLOOR CLEAN -OUT GATE VALVE -��f- BALL VALVE CHECK VALVE -C+ HOSE BIBB D--C- WATER HAMMER ARRESTOR -JIL VTR VENT THRU ROOF 0 ® FLOOR DRAIN, AREA DRAIN OR ROOF DRAIN WITH FULL GRATE FLOOR DRAIN WITH TRAP RESEAL PRESSURE AND TEMPERATURE RELIEF VALVE CONNECT NEW TO EXISTING SYSTEMS Q DEMOLITION TERMINATION POINT [ TEMPORARY OR PERMANENT CAP fhthtt.�,�,tht EXISTING LINE TO BE REMOVED APPLICABLE CODES /STANDARDS APPLICABLE CODES AND STANDARDS SHALL INCLUDE ALL STATE LAWS, LOCAL ORDINANCES, UTILITY COMPANY REGULATIONS AND THE APPLICABLE REQUIREMENTS OF THE FOLLOWING ACCEPTED CODES AND STANDARDS, WITHOUT LIMITING THE NUMBER, AS FOLLOWS: 1. FLORIDA BUILDING CODE - 2010 2. GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH DEPARTMENT CARE FACILITIES 2010 3. AGENCY FOR HEALTH CARE ADMINISTRATION, AHCA, 59A -3. 4. NATIONAL ELECTRIC CODE (NEC 2008). 5. ENVIRONMENTAL PROTECTION AGENCY (EPA). 6. DEPARTMENT OF ENVIRONMENTAL REGULATION MANAGEMENT (DERM). 7. LOCAL ORDINANCES, REGULATIONS OF THE BUILDING DEPARTMENTS AND FIRE DEPARTMENTS. 8. NATIONAL ELECTRICAL SAFETY CODE 2002. 9. OCCUPATIONAL SAFETY AND HEALTH STANDARD. 10. RECOMMENDATION OF NFPA, IN GENERAL AND IN PARTICULAR: A. LIFE SAFETY, NFPA (2009) B. HAVC, NFPA 90A (2009) C. HVAC, NFPA 90B (2009) D. HVAC, NFPA 96 (2008) E. HOSPITALS, NFPA 99 (2005) F. SMOKE CONTROL, NFPA 92A (2009),92B (2009) G. MEDICAL GAS, NFPA 99 (2005) H. STANDARD FOR INSTALLATION OF EXHAUST SYSTEMS, NFPA 91 (2004) I. STANDARD FOR INSTALLATION OF SPRINKLER SYSTEM, NFPA 13 (2007) 11. RECOMMENDATION OF ASHRAE (2001), INCLUDING ASHRAE 90 -75. 12. JOINT COMMISSIONS FIRE ALARM POLICY. 13. FLORIDA WITH DISABILITIES ACCESSIBILITY ACT (2004). 14. SMACNA (2005). PLUMBING GENERAL NOTES: 1. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010 AND ALL APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES. 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE PLUMBING SYSTEMS, ALL IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS. 3. 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. 4. 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. 5. IT IS THE INTENT OF THE PLANS AND GENERAL NOTES TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING ALL NECESSARY ITEMS REQUIRED, EVEN THOUGH ITEMS ARE NOT INDICATED ON THE DRAWINGS OR IN THE NOTES. ALL WORK CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER NOT SHOWN ON THE PLANS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO BIDS OTHERWISE WORK SHALL NOT BE ADDITIONALLY CHARGED AFTER BID IS AWARDED. 6. UPON COMPLETION, CONTRACTOR SHALL CLEAN ALL DUST AND DEBRIS IN AREAS WHERE WORK WAS CONDUCTED. 7. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT. 8. THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE SYSTEMS SHOWN ON DRAWINGS. 9. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND, OFFSET, ELBOW OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN THE SPACE ALLOCATED. 10. DRAWINGS ARE NOT TO BE SCALED. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE ARCHITECTURAL AND /OR SITE CONDITIONS SHALL GOVERN EXACT LOCATION OF PIPING AND EQUIPMENT TO BE INSTALLED. 11. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW AND OF GOOD QUALITY OF RESPECTIVE KIND AND GRADE AND MUST BE FURNISHED SO AS TO PREVENT ANY DELAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. 12. FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS. DO NOT ROUGH -IN ANY PLUMBING FIXTURE AND /OR EQUIPMENT WITHOUT AN APPROVED COPY OF THE CORRESPONDING SHOP DRAWINGS. INFECTION CONTROL NOTE CONTRACTOR SHALL OBTAIN A COPY OF THE INFECTION CONTROL RISK ASSESMENT FOR THIS PROJECT. ALL WORK SHALL BE IN COMPLIANCE WITH THE REPORT. ALL WORK OUTSIDE THE SCOPE OF WORK AREA REQUIRED FOR THIS PROJECT, SHALL BE COORDINATED WITH OWNER AND BE IN COMPLIANCE WITH THE ICRA REPORT AND BE SUPERVISED BY THE OWNER'S REPRESENTATIVE. BID NOTE THE DRAWINGS DO NOT INDICATE EXISTING INSTALLATIONS OTHER THAN TO IDENTIFY MODIFICATIONS OR EXTENSIONS THERETO. VISIT THE SITE AND ASCERTAIN THE EXISTING CONDITIONS. REVIEW CONSTRUCTION DETAILS OF THE EXISTING PORTION OF THE BUILDING DURING THE SITE INSPECTION. INCLUDE ALL WORK REQUIRED TO REMOVE OR MODIFY PORTIONS OF THE EXISTING INSTALLATION IN ORDER TO ACCOMMODATE THE NEW WORK. FAILURE TO COMPLY WITH THIS WILL NOT BE CONSIDERED GROUNDS FOR ADDITIONAL PAYMENT IN CONNECTION WITH REMOVING OR MODIFYING ANY PART OF THE EXISTING INSTALLATION OR INSTALLING ANY NEW OR TEMPORARY WORK. COORDINATION DRAWINGS 1. THE CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS TO ARCH. /ENG AND OWNER'S PROJECT MANAGER FOR APPROVAL PRIOR TO ANY FABRICATION AND INSTALLATION. 2. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW PIPING, DUCTWORK, CONDUITS, ECT. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS OF THE BUILDING. VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOBSITE PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT AND MATERIALS. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT /ENGINEER PRIOR TO BEGINNING OF CONSTRUCTION. COORDINATION NOTE AS PART OF THIS CONTRACT, THE SUB - CONTRACTOR AND THE CONTRACTOR ARE RESPONSIBLE FOR COORDINATION AND VERIFICATION THAT ALL EQUIPMENT, SHOWN IN THE ARCHITECTURAL DRAWINGS PARTICULARLY, BUT NOT LIMITED TO THE ARCHITECTURAL EQUIPMENT PLAN, INCLUDE ALL SERVICE /UTILITY REQUIRED TO OPERATE THE EQUIPMENT SHOWN. ANY DISCREPANCIES ARE TO BE POINTED OUT DURING THE BIDDING PROCESS. DISCREPANCIES NOT POINTED OUT DURING THE BIDDING PROCESS WILL BE RESOLVED BY THE CONTRACTOR AS PER THE ARCHITECT DETAILS AT NO ADDITIONAL COST TO THE OWNER. GENERAL NOTE: AS PART OF THIS CONTRACT, THE SUB - CONTRACTOR AND THE CONTRACTOR ARE RESPONSIBLE FOR COORDINATION AND VERIFICATION THAT ALL EQUIPMENT, SHOWN IN THE ARCHITECTURAL DRAWINGS PARTICULARLY, BUT NOT LIMITED TO THE ARCHITECTURAL EQUIPMENT PLAN, INCLUDE ALL SERVICE /UTILITY REQUIRED TO OPERATE THE EQUIPMENT SHOWN. ANY DISCREPANCIES ARE TO BE POINTED OUT DURING THE BIDDING PROCESS. DISCREPANCIES NOT POINTED OUT DURING THE BIDDING PROCESS WILL BE RESOLVED BY THE CONTRACTOR AS PER THE ARCHITECT DETAILS AT NO ADDITIONAL COST TO THE OWNER. PLUMBING DEMOLITION NOTES: 1. SITE INVESTIGATION: - - THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING UTILITIES STUB -OUTS, PIPING, EQUIPMENT, E'4 G.,- - AND /OR - AM. CONDITION THAT MAY AFFECT HIS WORK. ALL THE NECESSARY -RE-ROUTING: - RELOCATING AND /OR REMOVAL OF EXISTING PIPING, EQUIPMENT, -ETC., SHALL BE --- INCLUDED IN THE SCOPE OF WORK. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT. 2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE DESIGNER ENGINEERS AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS TO SHOW AND VERIFY, WHERE POSSIBLE, THE LOCATION OF THE EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS: HOWEVER MINOR DEVIATIONS MAY BECOME EVIDENT AS THE JOB PROGRESSES. NO ADVANTAGE IS TO BE TAKEN BY THE PLUMBING CONTRACTOR BECAUSE THESE MINOR DIFFERENCES. THE PLUMBING CONTRACTOR SHALL PERFORM A FIELD VERIFICATION BEFORE BIDDING THIS PROJECT. 3. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS DEMOLITION WORK WITH OTHER TRADES, AND TO PROTECT FROM DAMAGE EXISTING PIPES USED FOR FUTURE CONNECTIONS. 4. EXISTING PIPES SERVING AREAS REMAINING IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED UNLESS A TEMPORARY INTERRUPTION IS COORDINATED WITH THE OWNER. 5. ALL SERVICE INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER. 6. 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 WORK OPERATIONS. PATCH AND REPAIR EXISTING SURFACES DAMAGED AS REQUIRED TO MATCH ADJACENT SURFACES. 7. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL EXISTING CONSTRUCTION, INCLUDING EXISTING TO REMAIN AND TO BE REMOVED. ITEMS AND DEBRIS TO BE REMOVED WILL BE PROPERLY DISPOSED OF BY THE CONTRACTOR, WITHIN HIS CONTRACT, AT NO COST TO THE OWNER. 8. ANY UTILITY LINES TO REMAIN AND THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO THE CONTRACT PRICE, OR SHALL BE REPAIRED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. 9. ANY DISCREPANCIES BETWEEN THE WORK DEPICTED ON THESE DOCUMENTS AND THE ACTUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT PROMPTLY TO THE ENGINEER FOR REVIEW AND CLARIFICATION. 10. ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION PLUMBING SPECIFICATIONS: SANITARY WASTE AND VENT PIPING A. ALL HORIZONTAL BRANCHES, SEWER AND DRAIN LINES SHALL BE SLOPED A MINIMUM OF 1/8 INCH PER FOOT UNLESS OTHERWISE INDICATED ON PLANS. B. EVERY FIXTURE CONNECTED TO THE DRAINAGE SYSTEM SHALL BE EQUIPPED WITH A WATER SEAL TRAP. C. VENT STACKS SHALL NOT PASS THROUGH ROOF AT VALLEYS, ROOF CRICKETS, IN FRONT OF WINDOWS OR WITHIN 6' -0" OF ROOF EDGE. D. MATERIALS SHALL BE AS FOLLOWS: 1) DRAINAGE AND VENT PIPING (ABOVE GRADE): SHALL BE HUBLESS SERVICE WEIGHT CAST IRON WITH NEOPRENE GASKETS AND STAINLESS STEEL BAND JOINTS. 2) BRANCH ARM PIPING SHALL BE COPPER TYPE DWV. DOMESTIC COLD AND HOT WATER PIPING A. PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED. B. ESCUTCHEONS SHALL BE CHROME PLATED BRASS WITH LOCKING SCREWS WHERE PIPES PASS THROUGH FINISHED WALLS. C. PROVIDE PIPING AS FOLLOWS: 1) WATER PIPING (ABOVE GRADE): SHALL BE COPPER TYPE "L" ASTM B -88 WITH WROUGHT COPPER FITTINGS AND 95 -5 SOLDERED JOINTS. COPPER TYPE "K" ASTM B -88 UNDER GROUND. D. ALL EXPOSED PIPING WITHIN TOILET ROOMS SHALL BE CHROME PLATED. VALVES A. PROVIDE CONTROL VALVES WHERE NOTED ON PLANS, AND AS REQUIRED FOR COMPLETE REGULATION OR CONTROL OF ALL SYSTEM MAINS, BRANCHES TO GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. B. PROVIDE ACCESS PANELS AS REQUIRED TO VALVES, OR GROUP OF VALVES, WHERE CONCEALED AND FOR PROPER MAINTENANCE AND OPERATION OF SYSTEM. C. GATE VALVES: 1) 2 -1/2 INCHES AND SMALLER SHALL BE BRONZE BODY, SCREWED BONNET, NON - RISING STEM, SOLID WEDGE, CLASS 125,200 PSI NON -SHOCK WATER; THREADED END WATTS WGV- SERIES, SOLDERED END WATTS WGVS- SERIES. TESTING A. COMPLETE WATER PIPING SYSTEM SHALL BE PRESSURE TESTED BY CAPPING OR PLUGGING OPENINGS, FILLING SYSTEM WITH WATER AND APPLYING HYDROSTATIC PRESSURE OF 125 PSI FOR PERIOD OF NOT LESS THAN 2 HOURS. B. SOIL, WASTE AND VENT PIPING SHALL BE TESTED BY CAPPING THE ENDS OF THE SYSTEM AND ALL LINES FILLED WITH WATER TO HIGHEST POINT AND ALLOW TO STAND UNTIL INSPECTION IS MADE AND WATER LEVEL REMAINS CONSTANT. W I: �L4 O d' x W cM Q r� 0 v 3 � t/1 O 0 O SALTZ MICHELSON, A R C H I T E C T S 3501 Griffin Road Ft. Lauderdale, FL 33312 (954) 266 -2700 Fx: (954) 266 -2701 sma @saltzmichelson.com AA- 0002897 PROJ. No. 22046 CA 924 LOUIS J. AGUIRRE & ASSOCIATES P.A. CONSULTING ENGINEERS 9150 SOUTH DADELAND BLVD. STE 900 MIAMI, FLORIDA 33156 TELEPHONE: (305) 670 -0141 FAX: (305) 670 -0144 WWW.LJAAPA.COM Eduardo A. Suarez PE64759 Fil g 0 g C, 0 R Project No.: 2011 -117 Drawn By: EAS Checked By: EAS Date: 01 -21 -13 Revisions o.