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00-1388-007 V) PLUMPTNC' J O me SYMBOLS w PLUMBING _s,aF.N( ERAL OTES N ® 0 � Q 1. THE ENGINEER'S SERVICES DO NOT INCLUDE CONTRACT 16. UNLESS SEPIAS OF THE DRAWINGS ARE TO BE FURNISHED BY THE Z ADMINISTRATION OR SUPERVISION OF THIS PROJECT. THERFORE THE ARCHITECT/ENGINEER FOR PREPARATION OF RECORD DRAWINGS. SOIL & WASTE A F'CSE BIB U ENGINEER DIVESTS HIMSELF OF ALL THE RESPONSIBILITY RESULTING FURNISH ARCHITECT/ENGINEER WITH 2 SETS OF ACCURATELY MARKED I I o 0 FROM THE MISINTERPRETATION OF THESE PLANS. COPIES OF THE DRAWINGS, INDICATING ALL CHANGES FROM _____®_______ VENT CIAL THERMOMETER �- -� 0 ORIGINALS AS INSTALLED. O O 2. THE ENGINEER SHALL BE THE FINAL INTERPRETER OF THE WORK - - COLD WATER FLEXIBLE CONNECTOR L J r J 17. FURNISH OWNER WITH ALL GUARANTEES FOR EQUIPMENT OR L 0 z PROVIDED UNDER THE ENGINEER'S CONTRACT WITH THE ARCHITECT. MATERIALS EXTENDING BEYOND THE GUARANTEE PERIOD ---- • • -- - --- HOT WATER -----°v RISER UP V) 0 SPECIFIED IN THE GENERAL CONDITIONS OF THESE U 3. ANY COST ESTIMATION FOR THIS 'WORK SHALL BE BASED ON THE SPECIFICATIONS. F FIRE MAIN J RISER DOWN E}CISTING 3/4' WATER METER AND EXISTING 3/4 WATER METER AND 0 � U BUILDING DEPARTMENT APPROVED DOCUMENTS. 4. ANY AND ALL INTENDED CHANGES TO THE PLANS SHALL FIRST BE 1g, PLUMBING SYSTEMS SHALL BE PROVIDED COMPLETE. SHOULD A -G GAS MAN e C.O. FLOOR CLEANOUT SO.Y. IN CONCRETE BOX, VERIFY S,O.V. IN CONCRETE BOX. VERIFY COMMUNICATED 70 THE ARCHITECT IN WRITTEN FORM USING CHANGE LOCATION IN FIELD, (Tk$ LUATER MAIN I LOCATION IN FIELD, 0 0 0 ORDER FORMAT. CHANGE ORDERS SHALL BE INITIATED BY THE OWNER SYSTEM OR ANY PART THEROF FAIL TO MEET PERFORMANCE --St) STORM DRAIN C.T.G. CLEAN OUT TO GRADE IS NOT BEING USED.) REQUIREMENTS, NECESSARY REPLACEMENTS, ALTERATIONS OR REPAIRS 0 ONLY, AS REQUIRED BY THE ARCHITECTURE/ENGINEER, SHALL BE MADE TO __ SPECIFIED REQUIREMENTS AND ALL -�°- GATE VALVE O.R.D. ROOF DRAIN 4.1 EQUIPMENT SPECIFIED SHALL BE ADHERED TO. HOWEVER, OWNER HAS BRING PERFORMANCE UP TO S P E BY SUCH F < 0 � � � THE FINAL DECISION ON THE TYPE AND QUALITY OF EQUIPMENT TO BE BUILDING CONSTRUCTION AND FINISHES DAMAGED OR MARRED ----i`-�---- CHECK VALVE V.T.R. VENT THRU ROOF SUPLLIED. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM REPLACEMENTS, ALTERATIONS OR REPAIRS SHALL BE RESTORED 70 + _ _ THE OWNER PRIOR TO PURCHASING SUBSTITUTING EQUIPMENT. PRIOR CONDITION AT NO ADDITIONAL COST TO OWNER. 04* ---- OS & Y VALVE C.I, CAST IRON y�m- ����- - _ _ - - 1 I----- ------ r- 0 � W ' NTRACTOR SHALL BEAR THE COST OF ALL ENGINEERING WORK �, ' CO z RELATED TO SUBSTITUDED EQUIPMENT. 19. PLUMBING CONTRACTOR SHALL INCLUDE W HIS BID, PROVISION FOR O ROOF DRAIN D.F. DRINKING FOUNTAIN PROVIDING TEMPORARY WATER FOR USE DURING CONSTRUCTION AS Ex15T, ALUM, STORiWPi�ONT h 5. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT PRESSURE RELIEF F.U. FIXTURE UNITS N _ BUILDING SITE. SUBMIT DESCREPANCIES AND DIFFERENCES TO REQUIRED. FOR CONSIDERATION AND DECISION BEFORE �' Z ARCHITECT/ENGINEER 0 PROCEEDING. 20. SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO THE WORK OF OTHER SUB-CONTRACTORS, OR TO THE BUILDING, OR TO ITS Z T UT GRADES AND ELEVATIONS, SET SLEEVES CONTENTS, PEOPLE, ETC.; CAUSED BY LEAKS IN ANY OF THE I - 0 I w Y � 5. PROVIDE ACCURATE LAYOUT, DISCONNECTED PIPES, FAILURES,S 0 R AND OPENINGS IN AMPLE TIME, TAKE PROPER PRECAUTIONS TO EQUIPMENT, B MATERIAL LU E , PROTECT WORK AND EQUIPMENT FROM DAMAGE, FITTINGS OR BY OVERFLOWS, AND SHALL MAKE AT HIS OWN EXPENSE, i ALL REPAIRS TO MATERIALS AND EQUIPMENT SO DAMAGED. U 0 7 7. DO ALL TRENCHING, EXCAVATING AND BACKFILLING NECESSARY TO A M ATE THE WORK UNDER THIS DIVISION. TRENCH WIDTHS TO 21. ALL WORK, EQUIPMENT AND MATERIALS SHALL BE PROTECTED AT ALL Q N CCO OD TIMES TO PREVENT OBSTRUCTION, DAMAGE, OR BREAKAGE. ALL PIPE BE ADEQUATE TO PERMIT ;NSTALLATION ALLOWING A MINIMUM OF 8'" C pq LEARANCE ON EACH SIDE OF PIPE. BOTTOM OF TRENCH TO BE OPENINGS SHALL BE CLOSED WITH CAPS OR PLUGS. i I w tION AREA TAMPERED FIRM AND EVENLY GRADED TO PROVIDE SPECIFIED PITCH. SHEATH AND BRACE TRENCHES AND EXCAVATIONS. AFTER TESTING 22. PLUMBING FIXTURES SHALL BE TESTED FOR PROPER OPERATION AND AND INSPECTION, BACKFILL WITH CLEAN EARTH. BACKFILLING AND ALL FLUSH VALVES ADJUSTED. r- ~1 REMOVAL OF ANY SHEATHING AND BRACING TO BE DONE WITHOUT I I DISTURBING INSTALLED PIPING. 23. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND 0 j Z WASTE PIPE, r _) r� D S. EQUIPMENT SCHEDULES ON THE DRAWINGS WERE USED TO ARRIVE AT RANCHES AND SEWER LINES I f SPACE AND SERVICE REQUIREMENTS, 24. A MINIMUM PITCH OF ALL HORIZONTAL B � I �Y SHALL BE 1/4" PER LINEAL FOOT FOR 2" AND SMALLER PIPE SIZES Z 9. ANY SUBSTITUTE EQUIPMENT MUST BE EQUAL IN ALL RESPECTS AND AND 1/8" PER FT. MIN. FOR 2 1/2" AND LARGER PIPE SIZES. WILL BE ALLOWED ONLY UPON WRITTEN APPROVAL BY ENGINEER PRIOR Z TO SUBMISSION OF BIDS. 25. ALL UNDERGROUND PIPING SHALL BE COPPER TYPE L. ALL OTHER O WATER PIPING SHALL BE COPPER TYPE M. i z 10. SHOP DRAWINGS TO BE SUBMITTED FOR THE FOLLOWING ITEMS: �� � w DRAINAGE SPECIALITIES, FIRE PROTECTION EQUIPMENT, PLUMBING 26. IN GENERAL ALL WORK OF THIS TRADE MUST COMPLY WITH THE SOUTH : �I ttl A A I 0 FIXTURES, PRESSURE CONTROL SYSTEMS, VALVES, VIBRATION FLORIDA BUILDING CODE AND ALL OTHER CODES IN EFFECT. ISOLATION EQUIPMENT, D 7 PROVIDE SAFEWASTE FOR AIR CONDITIONING UNfT CONDENSATE WITH w.. I Fj w z 11. DRAWINGS, ARE APPROXIMATE ONLY AND ARE UNDERSTOOD TO BE TRAP. I _ SUBJECT TO SUCH REVISIONS AS MAY PROVE NECESSARY OR 2g, PROVIDE PAN DRAINS TO BUILDING EXTERIOR 6" ABOVE GRADE DESIRABLE AT THE TIME THE WORK IS INSTALLED. EACH PARATEDLY . FAIR GL1ttING AREA (`11 I i �� -. N CONTRACTOR WILL BE REQUIRED TO INSTALL HIS WORK WITH TURNED DOWN (EACH SE ) L J1 I � IJ/ Q 60 0 RELATION 70 EXISTING BUILDING CONDITIONS AND WILL BE 29. ALL HOSE BIBBS SHALL BE PROVIDED WITH VACUUM BREAKERS ,- ENTIRELY RESPONSIBLE FOR FINISH ELEVATIONS, ETC. EXTERIOR WATTS 8A) AND SHUT OFF VALVE. UTILITIES SHOWN ON DRAWINGS ARE DIAGRAMMATIC ONLY; THEIR EXACT LOCATIONS, DEPTHS AND INVERT ELEVATIONS ARE AS 3p. ALL OUTSIDE CLEANOUT SHALL BE BROUGHT TO GRADE WITH COVER. I� _.�II _�I i I w rn REQUIRED FOR PROPER FLOW AND COORDINATION WITH OTHER TRADES (REFER TO CIVIL ENGINEER PLANS). 31. PROVIDE CLEANOUT EVERY 75 FEET INSIDE BUILDING. _� [ Q u N 12. DRAWING SHOW ARRANGEMENT OF PIPING AND EQUIPMENT. SHOULD I 1 THE 32. WHERE PERMITTED BY CODE AN IN APPROPRIATELY RATED CHASES AND LOCAL CONDITIONS NECESSITATE ANY REARRANGMENT, OR IF E PIPING CAN BE INSTALLED TO BETTER ADVANTAGE IN A DIFFERENT AS APPROVED PRIOR TO SIGNING OF THIS SUBCONTRACT BY OWNER MANAGER THE CONTRACTOR SHALL BEFORE PROCEEDING WITH WORK, AND ENGINEER, PVC PIPE, DWV PIPE AND FITTINGS ARE ACCEPTED. l Q t� SUBMIT 2 COPIES OF DRAWINGS OF PROPOSED ARRANGEMENT FOR 33, INSULATE ALL HOT & COLD WATER CONNECTIONS AT WATER HEATERS -� ENGINEER 70 REVIEW. SELF-SEALING = `° Z THICK EL SEAL G P T 8 FT. THEREAFTER WITH 1 IN. C S -•� ,L _ AND U 0 I ' / 0 13. IF CONTRACTOR PROPOSED 70 INSTALL EQUIPMENT, INCLUDING TYPE INSULATION (R=4.2 MIN.) j 1 PIPING REQUIRING SPACE CONDITIONS OTHER THAN THOSE SHOWN, OR 34. APPLY A WATER PRESSURE TEST TO ALL PARTS OF THE WATER i r1 TO REARRANGE EQUIPMENTS, HE SHALL ASSUME FULL RESPONSIBILITY SUPPLY AND DRAINAGE SYSTEMS BEFORE THE PIPING IS CONCEALED FOR REARRANGEMENT OF SPACE AND SHALL HAVE ARCHITECT REVIEW AND BEFORE THE FIXTURES AND EQUIPMENT ARE CONNECTED. H?.}. S BEFORE PROCEEDING WITH THE WORK. REQUEST FOR SUCH HYDRO-STATIC PRESSURE OF NOT LESS C ..E FOR THE WATER SYSTEM USE A HYDRO S C I I, CHANGES SHALL BE ACCOMPNIED BY SHOP DRAWINGS OF SPACE IN 0 QUESTION. THAN 150 PSIG OR 1.25 TIMES THE SYSTEM WORKING PRESSURE, � APPLIED TO THE SYSTEM FOR A PERIOD OF 4 HOURS. THERE SHALL M I - ®� '4 =�' I Ii w w BE NO LEAKS AT ANY POINT IN THE SYSTEM AT THIS PRESSURE. THE PROPER LOCATION AND ,C6, �j 14. EACH CONTRACTOR IS RESPONSIBLE FOR E P 0 FOR THE DRAINAGE SYSTEM USE NOT LESS THAN 10 FT. OF _j SIZE OF SLOTS, HOLES OR OPENINGS IN BUILDING STRUCTURE HYDROSTATIC HEAD. LEAVE THE WATER IN THE SYSTEM FOR NOT LESS ` PERTAINING TO HIS WORK AND FOR CORRECT LOCATION OF PIPE MINUTES, AFTER WHICH TIME NO LEAKS AT ANY POINT OR I 1 C, Q SLEEVES. THAN 30 MI U ES, __ LOWERING OF THE WATER LEVEL AT THE OVERFLOW SHALL BE � J I I VISIBLE. LEAVE CONCEALED WORK UNCOVERED UNTIL REQUIRE TESTS �-- N 15. EACH CONTRACTOR SHALL SO HARMONIZE HIS WORK WITH THAT OF THE HAVE BEEN COMPLETED. MAKE REPAIRS OF DEFECTS THAT ARE SEVERAL OTHER TRADES SO THAT IT MAY BE INSTLALLED IN A MOST DISCOVERED WITH NEW MATERIALS. CAULKING OF SCREW JOINTS, r DIRECT AND WORKMANLIKE MANNER WITHOUT HINDERING OR ° OR HOLES WILL NOT BE ACCEPTED. REPEAT TESTS AFTER O HANDICAPPING OTHER TRADES. PIPING INTERFERENCES SHALL BE CRACK., HANDLED BY GIVING PRECEDENCE 70 PIPELINES WHICH REQUIRE A DEFECTS HAVE BEEN ELIMINATED, STATED GRADE FOR PROPER OPERATION, SEWER LINES SHALL TAKE IN WHEN JOINING DISSIMILAR METALS. a I Z PRECEDENCE OVER WATER LINES REQUIRING STATED GRADE FOR THEIR 35• PROVIDE DIELECTRIC FITTINGS t r � 0 U PROPER P RATIONS SHALL HAVE PRECEDEN..F. OVER ELECTRICAL OPERATIONS CONDUIT AND DUCTWORK. 04ti my F-7-T- C� - ----- i G,k / PEDICURE AREA 0 G.S. H I F V) Z J 0 U I II �r I'. I I I.I I o Z 1 I Z b 0 CATC 0 LL li 0 III Z 1/2' I ,UJ. 4 C UJ, PIPES p RUN BELOW SLAB, I - H rn Q 3 m I � , � r_�.__, m CL O rn n z b 7 3 L V - - - ---------- yl II I I 1- o c 0 O EXIST. Ac I AL Roots I A.W U. orr-1 V) I z o i 00 II M I � ,� .a UJO EN'S � O EXISTING A.1�4.L1, � � °L"�° TOILET ;' � I �c- � � z I i v I I I I Q I I I I O I ' r F- 0 I - I = I U d E x8 t L I I MEN, C. AT � - -°� ,III T I t z ExIBt. I - GL�G. � �• � ELECT. I -. I� ROOM E x i ST. I, 4 H 2' C. TO BLDG, EXTERIOR TO r l 10'm042' DEEP CONDENSATE `J \ J DRYLJELL FILLED LJ/ 3/4' CRU$HED Q a I ROCK. SLOPE PIPE AT 1/4' PER FT. Q -,; MIN. Q per ►�o ®w 3/4' P. T. RELIEF LINE TO T N� y GUSTA O � 0 �._JANO P E . N i o BLDG. EXTERIOR W AFF, t} ► , z 0- TURNED DOWN. ,. ' r. . U ". NELU 3 TON WALL MOUNTED .. mechanical electrical �. 2 ; kcar-isultiri eri irzeer• Z A/C UNIT, ON ROOF. .0 ; v " Q >. p �. (LOCATE UNIT 10 -0 _ I I}�} I �6 .fla. registration # : 3 4 9 2 3 0 �� �� o AND FROM ANY EXHAUST I\ ,moll �l v L UI I I ,� ,�+�� $. y ' ' 0 ���, s, 7410 s.w. 48th. ST miami fl. 33155 N 1/4' _ , 0 ; � 3 0 5 } 6 6 5 - 6 1 5 1 © z� -1-- ;