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10-797-024U _ �y[cY U V C1 U U V '. e,0 r;� GOG U J U t1UG_ J t•; G 1. day, tl CG 0 C) U G U U Ci U J Li c? u U U E U U JU�":j a U<<: ;'r.VU uUGi0 _ o � V G r; _ e, W .., µ U +^+ EXTRA D>=1=P x z i�LUi"ISIN� CxENEi�4L NC�TEa ANC Sfi�EGI � 4 ACCESS FRAME Hl=AY1' pUGTY I. A. SCOPE OF WORK SECURED COVER A THE WORK SHAI-L INCLUDE ALL PLUMBING NEDI�Sa RY SHOWN ON THE FLOOR DRAWINGS' SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE—GASKETED ABS SURFACE 4; .: SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED tO< CLEANOUT PLU r 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS ' 2, SANITARY DRAIN AND VENT SYSTEMS .a ,_. _ 3. PLUMBING FIXTURES AND TRIM 4, AIR CONDITIONING CONDENSATE DRAINS 5. PRESSURE AND TEMPERATURE RELIEF FROM WATER HEATER 6. PIPIN16 INSULATION n 1. SUPPORTS AND HANGERS ANCHOR FLANGES ALL PLUMBINGWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE ,FLORIDA BUILDING CODE--20@"I° AND LOCAL ORDINANCES AND IN COMPLIANCE WITH THE "FLORIDA ENEiY EFFICIENCY COD E FOR n STANDARDS MANUAL BUILDINCs CONSTRUCTION", EFFICIENCY ST-AND. RD " IN T T OF CONFLICT BETWEEN ANY CODE OR REGULATIONS, HRS REGULATIONS, HE EVEN THREADED COUNTERSUNK THE MORE STRINGENT REQUIREMENTS WILL GOVERN GLEANOUT PLUG' ax: 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL COVER 1 1 EXISTING LINI=S FOR' CONNI�GTfON BEI=ORE INSTALLAT ON OF ANY P PING 3� U) U} fi C) Q Z 2@@ PlumbingSections V 1 INOUS 1) FIXTURES TO �N'Ii�LY W/FBC 3, UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH ;4 GOAT � IS.TUM _ 4@Er-421, 6@3,f t 6P43 t.4; 6@i.l, .2; �-1, �; <@9,1, AND. COMPOUND BEFORE COVERING - -U EMCIENGY STANDARDS MANUAL P 1hIAMI DALE WATER -USE � 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH. AIR CHAMBERS 2) ANTI SCALD VALVE- C37 CD r ATH/SHOWER COMBINATION$ $HALL Q ICK CLOSING VALVES'SHALL HAVE WATER ALL SHOWERS B � . OR SHOCK ABSORBERS (ARRESTORS) FIXTURES W1cU L - COUNTERSUNK PROTECTED WITH A CONTROL VALVE OF THE U HAMMER ARRESTOR FOR BOTH CW 4 HW. E SCREW Sit PRESSURE BALANCE, TH1RMOSTSTIC MIXING OR:COM- �' . U 0 U n 2 Y T. HANDLE POSITION STOPS PER � THE NEAREST LENNGTH STANDARD BINATIAN TYPE C C S. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 112 LINE FRQI"1 E N1= RE CLANGER LENGTHS MANUFAGTUF�RS IN$tRUGTIt?NS AT TIME OF INSTALLATION PLUMBING FIXTURE, Q N OPTIONAL AT EXTRA TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE AF 120T-. Cll (D E COST) 0 WITH T- APPROVED MATERIALS 0 CL' Z �. PLUMBING FIXTURES MALL BE CONSTRUCTED_ HE PPR , SHALL HAVE ;SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS 00 CONC A E FOULING'SURFACE3. ALL FIXTURE TRIM TO BE CHROME PLATED: *I AND E , L DMn ,°� VI WITH SUPPORTS, HANGERS ETC, GLEANOUT DETAILS � FIXTURES SHALL BE PROVIDED F'P©i4 o o . o a) O I <L O n 0 n N.T.S. p lY cL © 0 a_ "1. UNDERGROUND WASTE LINES 3 AND ABOVE t0 BE PVC SCH. 40 AND SLOPE lt8 / FT WASTE LINES 2 AND UNDER, AND ABOVE GROUND PIPES SLOPE 0 1/4 JF T. l; 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE �' PIPING AT E T N AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS Y CHANGE OF D[REC lO AND EVER C E AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 0. VENT LINES TO Blr PVC SHEDULE 40 AND EXTENDS MIN. ABOVE ROOF AND FLASH WITH LEAD. � N _ ry + U 10, WATER PIPE BELOWGROUND SHALL BECAPPER TYPE "K" ABOVE GROUND TO BE COPPER TYPE L OR M , OR APPROVER' CPVC . NO JOINTS ALLOWED UNDERGROUND. il: PIPING 3/411 Ti2AC P # T m _ m_ m Cn v 0 A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. IS. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION SLABS OR v I- _ v MASONRY WALLS, CAULK OPENINGS BETWEEN PIPE AND SLEEVES. t 3/4" GALV. PIPE o 0cn ci O GRILL C. WHEN EXPOSED PIPES .PASS THROUGH FLOORS, WALL$ R CEILINGS, PROVIDE ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE E EEONS RANGE ' i.— DIAMETER t0 COVER THE SLEEVED'OPENINGS FOR THE PIPES. PROVIDE (140 MBTUIH) lJ CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. � I 12. INSPECTIONS AND TESTS I `+— A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE 3/4,,GALV. PIPE CU AUTHORITIES.. HAVING JURISDICTION- AS THE WORK PROGRESSES. ALL -_ S SHALL BE TESTED BY CODE AND/OR LOCAL REGULATIONS. I I SYSTEM LL '�J Q) U B. DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF L 0 SHALL CAPPED AND ALL LINES FILLED WITH THE WATER TO THE E SYSTEMS ALL i3i✓ 00 N ALLOWED TO STAND UNTIL INSPECTION 15 MADE 13Y AN [ +� HIGHEST POINT AND LL � � OWNER REPRESENTATIVE. LD 13, STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO (2) POUNDS OF CHLORINATED R TO EACH 1.000 GALLONS OF WATER (50 PP�I OF AVAILA15LE CHLORINE). ..LIME E + Q (I) RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER E BEFORE PLACING IN SERVICE 00 Cn►``- N rn U N U Li J 00 34' NOT 5 1 USE THE FLORIDA BUILDING CODE -FUEL LL_ 0 I GAS TABLE 402.4(2) TO DETERMINE PfPE o� In SIZES. c a I 2. USE PLOYPIPE FOR UNDEIYROUND CONNECTION a AND METALLIC PIPE FAR EQUIPMENT CONNECTION.. p r F I A I ING 150METRIC — i NTS (D ,li GUERRERC� GaNZALE M lip, ENGINEERS, f ENGINEERS, INC " f �^ '°' ^` ':,•x t yet, ,..<' Michael G. Guerrero. P.E. Mechanical. End, die, �15235 „: � •° { .. '',, 5 Aw N Rafael L Gonzalez, P.E. ° ' tt y,� ; y� , •�`%: J � Electrical Eng. LIG, u1 1 OS7 8230 Coral way � ,.: • i"µ ,,,, i �,., , . +, L �G t 4 Miami Florida.:33155 ,^'+ e', �r Tel, (3t?5).262. 3944. Fox (305r..�7.821� :�_, .:. �•.;,..' ..., ,..: �� ".;:.,:. E—mail: PRWECTSOGUERREROG „.. CA 0007612 !! 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