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13-62-028PLUMBING ABBREVIATIONS A/E ARCHITECT /ENGINEER ID INSIDE DIAMETER AC AIR CONDITIONING IND INDIRECT AD AREA DRAIN INV INVERT AFC ABOVE FINISHED CEILING ISO ISOMETRIC AFF ABOVE FINISHED FLOOR W INDIRECT WASTE /INDUSTRIAL WASTE AFG ABOVE FINISHED GRADE IWH INSTANTANEOUS WATER HEATER AG ABOVE GROUND VALVE IN VERTICAL WCO WCO O--i AHU AIR HANDLING UNIT KIT KITCHEN AP ACCESS PANEL KPA KILOPASCAL APPROX APPROXIMATE KW KILOWATT APT APARTMENT WATER HAMMER ARRESTOR L VTR AR ACID RESISTANT LAV LAVATORY ASME AMERICAN SOCIETY OF MECHANICAL FLOOR DRRAIN WITH TRAP RESEAL ENGINEERS MECH MECHANICAL ASTM AMERICAN SOCIETY FOR TESTING AND MH MANHOLE TEMPORARY OR PERMANENT CAP MATERIALS MIN MINIMUM /MINUTE AV ACID VENT MOD MODEL AW ACID WASTE MTD MOUNTED AWS AMERICAN WELDING SOCIETY FAX: (305) 670 -0144 AWWA AMERICAN WATER WORKS ASSOCIATION NA, N/A NOT APPLICABLE NC NORMALLY CLOSED BLDG BUILDING NO NORMALLY OPEN BOT BOTTOM NIC NOT IN CONTRACT BT BATHTUB NPS NATIONAL PIPE STANDARD 11/13/2012 NTS NOT TO SCALE CA COMPRESSED AIR REVISIONS CB CATCH BASIN OD OUTSIDE DIAMETER CHKV CHECK VALVE OFD OVERFLOW DRAIN CI CAST IRON OS & Y OUTSIDE SCREW AND YOKE CIP CAST IRON PIPE /CAST -IN -PLACE CO CLEANOUT PD PLANTER DRAIN COND CONDENSATE P &T PRESSURE & TEMPERATURE CONN CONNECTION PKD PARKING DRAIN CONT CONTINUOUS /CONTINUATION PLUM PLUMBING CPVC CHLORINATED POLYVINYL CHLORIDE PRV PRESSURE REDUCING VALVE CW COLD WATER PSIG POUNDS PER SQUARE INCH, GAGE PVC POLYVINYL CHLORIDE DET DETAIL PVDF POLYVINYLIDINE FLUORIDE DF DRINKING FOUNTAIN EDUARDO A, SUAREZ, P.E. DIA DIAMETER R RADIUS, RADII, RELIEF PIPE DIM DIMENSION RD ROOF DRAIN DN DOWN REINF REINFORCEMENT DOM DOMESTIC REQ'D REQUIRED DR DRAIN RM ROOM DS DOWNSPOUT RPM REVOLUTIONS PER MINUTE DW DISHWASHER RWL RAIN WATER LEADER DWG DRAWING SAN SANITARY EA EACH SCH SCHEDULE EL ELEVATION SD STORM DRAIN ELEC ELECTRICAL SECT SECTION EMER EMERGENCY SF SQUAREFEET EPDM ETHYLENE PROPYLENE DIENE MONOMER SHR SHOWER EO EMERGENCY OVERFLOW SHT SHEET EQUIP EQUIPMENT SPECS SPECIFICATIONS EWC ELECTRICAL WATER COOLER SS STAINLESS STEEL /SANITARY SEWER EWH ELECTRICAL WATER HEATER SSK SERVICE SINK EXIST EXISTING TD TRENCH DRAIN FCO FLOOR CLEANOUT TDH TOTAL DYNAMIC HEAD FD FLOOR DRAIN TEMP TEMPERATURE FF FINISHED FLOOR TOP TOP OF PIPE FIN FINISH TYP TYPICAL FLR FLOOR, FLOORING FM FACTORY MUTUAL /FORCE MAIN UG UNDERGROUND FO FUEL OIL UL UNDERWRITERS LABORATORIES FOR FUEL OIL RETURN UON UNLESS OTHERWISE NOTED FOS FUEL OIL SUPPLY UR URINAL FS FLOOR SINK FT FEET /FOOT V VENT FU FIXTURE UNIT VAC VACUUM FUT FUTURE VB VACUUM BREAKER VIV VALVE IN VERTICAL G GAS VTR VENT THRU ROOF GA GAGE VS VENT STACK GAL GALLON GALV GALVANIZED W/ WITH GC GENERAL CONTRACTOR WC WATER CLOSET GPD GALLONS PER DAY WCO WALL CLEANOUT GPH GALLONS PER HOUR W/0 WITHOUT 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 PLUMBING LEGEND SYMBOL DESCRIPTION SANITARY PIPE RWL RAIN WATER LEADER SD STORM DRAIN ____________ VENT PIPE - - DOMESTiIC 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 so DIRECTION OF FLOW VALVE IN VERTICAL WCO WCO O--i WALL CLEAN -OUT FCO FLOOR CLEAN -OUT GATE VALVE -- -{�F -- BALL VALVE ES -r. 1915 CHECK VALVE HOSE BIBS [}- C WATER HAMMER ARRESTOR L VTR VENT THRU ROOF i LJ ® FLOOR DRAIN, AREA DRAIN OR ROOF Architect DRAIN WII,TH FULL GRATE FLOOR DRRAIN WITH TRAP RESEAL PRESSURE AND TEMPERATURE', RELIEF VALVE CONNECT NEW TO EXISTING SYSTEMS DEMOLITION TERMINATION POINT C TEMPORARY OR PERMANENT CAP /thffhf�fhthf EXISTING''LINE TO BE REMOVED I APPLICABLE CODES'/ STANDARDS I 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. I 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 (200 9) 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. I 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, CONDUIT -S, 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, ETC., AND /OR ANY CONDITION THAT MAY AFFECT HIS WORK. ALL THE NECESSARY RE- `OUTING, RELOCATING AND /OR REMOVAL OF EXISTING PIPING, EQUIPMENT, ETC., SHA -L 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. 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. 2) PRESSURE AND TEMPERATURE RELIEF LINES: SHALL BE TYPE "M" COPPER WITH WROUGHT COPPER FITTINGS AND 95 -5 SOLDERED JOINTS. D. ALL EXPOSED PIPING WITHIN TOILET ROOMS SHALL BE CHROME PLATED. 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. INSULATION A. INSULATION SHALL RUN CONTINUOUS THROUGH WALLS, FLOORS AND CEILINGS. B. WHERE INSULATION PASSES THROUGH HANGERS IT SHALL BE PROVIDED WITH A PROTECTION SHIELD, 180 DEGREE ARC GALVANIZED SHEET METAL COVERING 12 INCHES LONG. C. ALL A/C CONDENSATE DRAIN LINES ABOVE GRADE SHALL BE INSULATED WITH 1/2" ARMAFLEX PIPE INSULATION. SEAL ALL SEAMS WITH INSULATION MANUFACTURER'S SOLVENT. NO TAPES ARE ALLOWED. D. DOMESTIC HOT WATER SUPPLY AND RETURN PIPING: 1/2 INCH THICK GLASS FIBER MOLDED INSULATION WITH PRE -SIZED FACTORY APPLIED FIRE RATED JACKET OF GLASS CLOTH WITH LONGITUDINAL LAP AND BUTT JOINT STRIPS WITH SELF - SEALING ADHESIVE. 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. SOUTH MIAMI HOSPITAL SUNSET CAFE CAFETERIA RENOVATION 6200 S.W. 73rd STREET MIAMI, FL 33143 Owner General Contractor R C H I r E (: ERIEOERSTN�ZE LEDADAL EN LAN N I N G ES -r. 1915 3.390 Mary Street, Suite 216 Miami Florida 33133 USA 1: 305.46-1.9480 F: 305.461-3686 Architect Associate Architect PROJ. No. 22016 CA 924 LOUIS A AGUIRRE & ASSOCIATES P.A. CONSULTING ENGINEERS 9150 SOUTH DADELAND BLVD. SUITE 900 MIAMI, FLORIDA 33156 TELEPHONE: (305) 670 -0141 FAX: (305) 670 -0144 www.ljaapa.com N CAFETERIA Nut to Scale 061 -10064 -020 Architects Project NUmber FOR PERMIT 11/13/2012 Thawing Issue REVISIONS NO, DESCRIPTION DATE LEO A DALY COMPANY Copyright 2012 P t rjzr t �, v r}"0, Cfa MECHANICAL: EDUARDO A, SUAREZ, P.E. seal LICENSE n 64759 GENERAL NOTES AND SYMBOL LEGEND PLUMBING Sheet Title PO,00 I I Sheet Ne17 b r