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13-491-027- - - - - - - -- - - - -- - ` - - - - - - ' -- - -- _ - - . --- --- --- _- `�- ~.- �� UU r~ &~� �~/�__K8�,_ ---- -- �-,�- -- ,-______.' ___ - - - - - - - - ---- RESIDENCE ~ GENERA NOTES A. GENERAL- 1. WORK UNDER THIS SECTION INCLUDES FURNISHING ALL LABOR. EQUIPMENT, MATERIALS, SUPPLIES AND COMPONENTS AS PERFORMING ALL OPERA110NS AS NECESSARY FOR THE INSTALLATION OF THE COMPLETE PLUMBING SYSTEM. 2. NO WATER LINES SHALL RUN INSIDE CONCRETE SLABS. J. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. 4. CONTRACTOR 8HALLCOOD|NATE ALL HIS WORK NTH OTHER TRADES AND FIELD CONDITIONS. 5. PLUMBER SHALL NOT DEVIATE FROM THE SANITARY CONNECTION FORMAT WITHOUT ENGINEER'S APPROVAL. B SANITARY WASTE AND VENT PIPING: 1. SCH. 40 PVC W/ DWV FITTINGS. 2 ALL SANITARY HORIZONTAL PIPING SHALL BE SLOPED 1/8" PER LINEAL 1. COLD WATER PIPING SHALL BE COPPER TYPE 1", PRESSURE RATED NTH SWEAT JOINTS, TESTED NTH 100 PSIG. 2. WHEN IN A/C RETURN AIR PLENUMS — PIPING SHALL BE COPPER TUBING TYPE T' WITH BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS. JOINT WITH 95/5 SOLDER; INSTALL PER MANUFACTURER'S 3. INSTALL CAPPED AIR CHAMBERS AND MECHANICAL SHOCK ABSORBERS WHERE SHOWN ON WATER RISERS. CHAMBERS SHALL NOT BE LESS THAN 4. PROVIDE DIELECTRIC ISOLATION BETWEEN CONTACT OF DISSIMILAR 5. C.P. ESCUTCHEON PLATES REQUIRED ON ALL WALL PENETRATIONS. D. PIPE HANGERS AND SUPPORTS: 1. PROVIDE ADJUSTABLE HANGERS, INSERTS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. E. CLEAN0UTS: ^ 1. CLEANOUTS SHALL BE PROVIDED AND INSTALLED AT POINTS INDICATED � BY "C.O." AND "F.C.O." ON DRAWINGS. _ 2. CLEAN0UTS COVERS: WALLS — JOSAM 8600—SS RESILIENT FLOORS JOSAM 8480 FERRULE NTH 8640 CONCRETE FLOORS — JOSAW 8360 F. EXECUTION: 1. ALL WATER PIPING SHALL BE TESTED AT 100 PS|C, STERILIZED AND FLUSHED BEFORE CONNECTION T0 BUILDING SYSTEMS. ow � 1. ALL FIXTURES SHALL BE WATER SAVER TYPE PER F.B.0 8cDADE COUNTY ORDINANCE. 2. THERE SHALL BE NO DRAINAGE PIPE SIZE SMALLER THAN 2" BELOW GRADE SLAB. 1 MIN. SLOPE FOR 2" AND UNDER DRAINAGE PIPE I SHALL BE 1/4^ PER 1'-8". � P.D.I. DESI{NA77ONMANLVF dt MODEL/7X7lRE UNITSCONNECTION - A S/0L<X CHIEF 652_A /—// 112" B SIOUX CHIEF 65J—f7 12—J2 314~ C SIOUX CHIEF 654—C 33-60 /'1 SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS 7D AmS11ASSE 1010 STANDARDS. I (T} BE PROVIDED ATOP OF EVERY RISER OF GROUP OF FIXTURES) ��A�U�X��U��J�� ""^—"" PLUMBING FIXTURE ~°" ^°— "~~~ " ^—~~ FIXTURES SHALL BE PER F8CP 684.4—MIAMI—DADE ORD. SEC. 8-31 2. Residential Indoor Water —Use REQUIREMENTS All now nueidonbo| developments ahnU comply with the following (as per Mionni—Dade County Code Section 8-31j 2. 1 Plumbing Fixtures 2.1'1 Toilets installed ohoU be high efficiency toilet (HET) models rated and tested at o maximum average flush volume of 1.28 go||uno per flush /gpf\ and be certified by the United States Environmental Protection Agency (EPA) WotorSonoe Program. NV flush or conversion devices of any kind mho|| be accepted. 2.1.1.1 Single Flush Toilets The effective flush volume of Single Flush Toilets shall not exceed 1'28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASWE Al 12.19.2. 2.1'1.2 Dual Flush Toilets The effective flush volume of Dual Flush Toilets nhoU not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined on the oompooito, average flush volume of two reduced flushes and one full flush when tooted in accordance with A3ME Al 12.19.2 and ASNE Al 12.19.14. 2.1.2 3honerhoode installed ehoU have o maximum flow rote of 1.5 gallons per minute /npm\ or display the EPA WotarSenoe label when mvoUob|o. A ehmvarhood is defined as including the following types of emitters: o traditional ahowerhood^ rain system, waterfall, bodysproy, bodyopo, or 'at. 2.1.3 Maximum flow rote of lavatory faucets or the lavatory accessory must conform to applicable requirements in ASME A112.18.1/C3A B125.1 and NSF/ANSI Standard 81, Section Q. 2.1,3.1 The rnmx)nnurn flow rote shall not exceed 1.5 gpnn (5.7 liters) at o pressure of OO poi at the inlet, when the water is flowing. 2.1.4 The nnoxinnurn flow rote for kitchen faucets must conform to opp|ioob|a requirements. �J��^ ""=~"^—^ ALL WORK SHALL BE PER FBC 2010 ED PLUMBING SCHEDULE LEGEND SYMBOL LEGEND �""""�� ~�'�� DRA/h 8W REMARKS ------------ CM/ SAN ^ --~--~---~--- SAN. BELOW SLAB - ------------- VENT _ W. C. WATER CLOSET —C»� G4 7E k4[WE KB. VACUUM BREAKER VTR VENT 7BROROOF LAV LAVATORY U� SfR SHOWER W/ ANTI—SCALD VALVE ��A�U�X��U��J�� ""^—"" PLUMBING FIXTURE ~°" ^°— "~~~ " ^—~~ FIXTURES SHALL BE PER F8CP 684.4—MIAMI—DADE ORD. SEC. 8-31 2. Residential Indoor Water —Use REQUIREMENTS All now nueidonbo| developments ahnU comply with the following (as per Mionni—Dade County Code Section 8-31j 2. 1 Plumbing Fixtures 2.1'1 Toilets installed ohoU be high efficiency toilet (HET) models rated and tested at o maximum average flush volume of 1.28 go||uno per flush /gpf\ and be certified by the United States Environmental Protection Agency (EPA) WotorSonoe Program. NV flush or conversion devices of any kind mho|| be accepted. 2.1.1.1 Single Flush Toilets The effective flush volume of Single Flush Toilets shall not exceed 1'28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASWE Al 12.19.2. 2.1'1.2 Dual Flush Toilets The effective flush volume of Dual Flush Toilets nhoU not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined on the oompooito, average flush volume of two reduced flushes and one full flush when tooted in accordance with A3ME Al 12.19.2 and ASNE Al 12.19.14. 2.1.2 3honerhoode installed ehoU have o maximum flow rote of 1.5 gallons per minute /npm\ or display the EPA WotarSenoe label when mvoUob|o. A ehmvarhood is defined as including the following types of emitters: o traditional ahowerhood^ rain system, waterfall, bodysproy, bodyopo, or 'at. 2.1.3 Maximum flow rote of lavatory faucets or the lavatory accessory must conform to applicable requirements in ASME A112.18.1/C3A B125.1 and NSF/ANSI Standard 81, Section Q. 2.1,3.1 The rnmx)nnurn flow rote shall not exceed 1.5 gpnn (5.7 liters) at o pressure of OO poi at the inlet, when the water is flowing. 2.1.4 The nnoxinnurn flow rote for kitchen faucets must conform to opp|ioob|a requirements. �J��^ ""=~"^—^ ALL WORK SHALL BE PER FBC 2010 ED PLUMBING SCHEDULE LEGEND ITEM DRA/h WA TER REMARKS 7601 SW 6MAVE MIAMI, Fi33133 Consulting Engineers 13384 SW 128th ST. SUITE B MIAMI, FLORIDA (305) 232 0031 CA # 0006577 Ismael Leo , PP.E., # 40168 REVISIONS ��q�w��q�/�� n�m��|�� N�km�"�� N��W� 0�'��n�vm�0�� NORTH SEA[ \' SECOND FL. PLUMBING PLAN GIORGIO BALLI ARCHITECTURE INTERIORS CONSTRUCTION JOB NUMBER: 2012.GRAF - CHECKED BY: K8`ENRI[NEZ |��U� ' NOV. 1��1� ._____.'._. ..,~. .~"�—.~- SCALE: AS NOTED SHEET TITLE SHEET NUMBER COPYRIGHT G0RG|O8ALU.PA. 83O1SVVS3AVE MIAMI, FL33143-3US.660.51GO �