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12-250-031EEO PLUMBING LEGEND COLD WATER HOT WATER 110'CF --------------- -- SANITARY DRAIN --- - - - - -- SANITARY VENT . . . . . . . . . . . • — CONDENSATE DRAIN CD SHUTOFF VALVE DIRECTION OF FLOW ELBOW DOWN NN ELBOW UP FLOOR CLEANOUT 3FCO TEE TURNED UP FLOOR DRAIN HOSE BBB/WALL HYDRANT H B / HYD PLUMBING EQUIPMENT DESIGNATION EWH — 1 SANITARY WASTE RISER DESIGNATION A VTR 2' CONNECT TO EXISTING WATER U MANHOLE MANWAY 'ro AIR SPACE 'co INLET OUTLET LIQUID DEPTH SQUARE SHAPE 5'0*L X 5DW X 40rD X 7.5 - 750 GALLONS PLUS 20X AIR SPACE I- SEPTIC TAW CALCULATIONS SEPTIC TANK CAPACITY : DAILY USAGE X NUMBER OF SEPTIC TAW CAPACITY 133 X 3 - 399 GALLS MIN. SEPTIC TANK SIZE 750 GALLONS NOTE: WELL SYSTEM MUST BE 100' AWAY FROM SEPTIC SYSTEM WASTE AND VENT RISER DIAGRAM SCALE: NTS r 0. op 0-101 WSHR a PLUMBING NOTES: 1.— THE PLUMBING INSTALLATION SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE LATEST EDITION. 2.— PROVIDE CUT—OFF VALVES AT ALL FIXTURES. 3.— ESCUTCHEONS MUST BE PROVIDED IN FINISHED AREAS. 4.— ALL, VENTS MUST BE 6" ABOVE ROOF AND COVERED WITH LEAD BOOTS. 5.— ALL LINES UNDER SLAB AND/OR ABOVE CEILING TO BE CONTINUOUS PROVIDE AIR CHAMBERS ON ALL SUPPLIES. 6.— IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL CODES AND REGULATIONS OF F.B.C. PLUMBING. 7.— PLUMBER TO PROVIDE 3/4- DRAIN PIPE FOR A/C UNITS. 8.— HOSE THREADS ON MOP SINK FAUCET MUST BE EQUIPPED WITH CHECK VALVES & ATMOSPHERIC VENT BACK FLOW. 9.— ALL WASTE, VENT AND WATER PIPING MUST COMPLY WITH FBCP CHAPTERS 6, 7 & 8. 10.— INSULATE ALL HOT WATER CONDENSATE LINES AND FIRST 8'-0' OF COLD WATER LINE FROM WATER HEATHER. 11.— VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINIG OF REMODELING JOB. Z Z 0 V) I I ...... _ _ ...................... ...... .......... .................... ............ ...... ....... x 0 LLI .......... ........... ...................... .......... ......... ...... ..... ....... ------ - ----- 'M ............. 7 ............... .......... .......... .............. E)0s_nNG (N I C.) 1/2' Al ..# ..... / ............. .................... ........ ....... ................ V. it ............ ............. ............ .......... ... ...... ...... ------- ------ ..... ..... EXI.S�NG (N-1. C.) 2' 3' 1 _41 ........... ............................... ...... ............. ZIj f CONN.T0 E)GSTING C.W. UNE 4 �mmmmmmom �Jn; ti�"' mm-noxomew w1m, . ......... ... - - - ------------------ - - - - -- — — — — — — — — — — — — CONN.T0 EXISTING H.W. UNE — — _1� : j; 0 -E XISTIN-G (N.I.C.�T HATCHED1,AW KKISTING. X / X i 7 JNDICATES// ------------------ ................ ­­ ....... Z 0 I– F:: U) C) 57< o 1.1 <lr 2" 4w 2' 2- - - - - - - - - - - 4- 41 2 2' 0 ............. ....... ......... ....... t 4' SEPTIC TANK 750 GALLS. Al tit I LEACHFIELD LINES ♦ ♦ ♦ 4* DIVERSION NOTE: DRAIN FIELD TO BE SIZE BOX AFTER SOIL PERC. TEST % LEACHFIELD LINES PLUMBING PLAN SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4#0 `= 11-0lo "DRESS 7011 SW 68 CT. S. MIAMI FLORIDA LEGAL DESCRIPTION LOT 2 OF SUNSET CIRCLE ACCORDING TO THE PLAT BOOK 48 PAGE 5 MIAMI-DADE COUNTY, FLORIDA DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT. ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK. THESE PLANS ARE IN COMPLIANCE WTH THE 2007 FLORIDA BUILDING CODE AND 2009 SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED 3—SECOND GUST AND EXPOSURE "B" WIND ZONE w log, HE a °„ I O"� 0-13-�11 PROJ No: 1Q -13-11 DRAWN: G.A.R. CHECKED: A.K. DATE. 01-20-12 W E, 4=> 168 0 0 Al tit I LEACHFIELD LINES ♦ ♦ ♦ 4* DIVERSION NOTE: DRAIN FIELD TO BE SIZE BOX AFTER SOIL PERC. TEST % LEACHFIELD LINES PLUMBING PLAN SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4#0 `= 11-0lo "DRESS 7011 SW 68 CT. S. MIAMI FLORIDA LEGAL DESCRIPTION LOT 2 OF SUNSET CIRCLE ACCORDING TO THE PLAT BOOK 48 PAGE 5 MIAMI-DADE COUNTY, FLORIDA DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT. ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK. THESE PLANS ARE IN COMPLIANCE WTH THE 2007 FLORIDA BUILDING CODE AND 2009 SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED 3—SECOND GUST AND EXPOSURE "B" WIND ZONE w log, HE a °„ I O"� 0-13-�11 PROJ No: 1Q -13-11 DRAWN: G.A.R. CHECKED: A.K. DATE. 01-20-12 W W 07 ...... -K-i r 4=> 168 0 0 e Lq NN m CAM cj C= Ocr_ a W !e Y OD 0 w 0 0: OD Lf) CL 0-% in to oepffler—VAN HEMERT e) 00 p —� U) W 07 ...... -K-i r 4=> 168 0 •P=04 CAM C= o Con w 0 0: CL oepffler—VAN HEMERT SHEET p —� 1 %-.13l 5�