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6230 SW 70 ST EB-09-022-017 PLUMBING CIF L NO S 1. not used 16. UNLESS SEPIAS OF THE DRAWINGS ARE TO BE FURNISHED BY THE I ARCHITECT/ENGINEER FOR PREPARATION OF RECORD DRAWINGS, FURNISH ARCHITECT/ENGINEER WITH 2 SETS OF ACCURATELY MARKED COPIES OF THE DRAWINGS, INDICATING ALL CHANGES FROM ORIGINALS INSTALLED. ti 2. THE ENGINEER SHALL BE THE FINAL INTERPRETER OF THE WORK ® i ; " PROVIDED UNDER THE ENGINEER'S CONTRACT WITH E ARCHITECT. 17. FURNISH OWNER W ALL GUARANTEES FOR EQUIPMENT OR MATER EXTENDING BEYOND THE GUARANTEE PERIOD -......._ ( COND. DRAIN 4,: 3. COST E TION FOR IS WORK S BE ED ON THE SPECIFIED IN THE GENERAL CONDITIONS OF THESE TO PERVIOUS 3 h SPECIFICATIONS. SOIL WASTE DEPARTMENT APPROVED DOCUMENTS. HOSE BIB » & stub so b for electrcal GROUND. ground _--------®- DIAL THERMOM R 4. ANY AND ALL INTENDED CHANGES TO THE PLANS SHALL FIRST BE 18. PLUMBING MSS LL E PROVIDED COMP SHOD A COMMUNI TED TO THE GRIT IN WRITTEN FOR USING CHANGE • COLD WATER FLEXIBLE CONNECTOR I -_-% ORDER FORMAT. CHANGE ORDERS S BE INITIATED THE OWNER SYSTEM OR P THEREOF FAIL TO MEET PERFOR NCE REQUIREMENTS, NECESSARY REPLACEMENTS, ALTERATIONS OR REPAIRS ®.. �.. ONLY. REQUIRED BY THE ARCH CTURE/ENGINEER, S BE MADE TO HOT A R RISER UP - ---.....,..,. __..................._..._,._.-.....-----_. _.-. BRING PERFORMANCE UP TO SPECIFIED REQUIREME D -- 4.1 EQUIPMENT SPECIFIED SHALL BE HEED T0, HOWEVER. OWNER THE FINAL DECISION ON THE E AND QUA OF EQUIPMENT TO BE BUILDING CONSTRUCTION D FINISHES DAMAGED OR RED SUCH F FIRE N a RISER DOWN _ --- -----_._- _................._.., I SUPllID. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM REPLACEMENTS, TE TIONS OR REPAIRS SHALL BE RESTORED TO G GAS MAIN C.O. FLOOR C OUT E OWNER PRIOR TO PURCHASING SUBSTITUTING EQUIPMENT. PRIOR CONDITION AT NO ADDITIONAL COST TO OWNER. r CONTRACTOR SHALL BEAR THE COST OF ALL ENGINEERING WORK STORM DRAIN C.T.G. CLEAN OUT TO GRADE RELATED TO SUB DED EQUIPMENT. 3/4 H /SOV a 1 PLUMBING CONTRACTOR S INCLUDE IN HIS BID, PROVISION FOR GATE VALVE O.R.D. ROOF DRAIN VD Ir' �' » --- ? �F 5, PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT PROVIDING TEMPORARY WATER FOR USE DURING CONSTRUCTION AS I o BUILDING SITE SUBMIT DESCREPANCIES AND DIFFERENCES TO REQUIRED. CHECK VALVE V.T.R. VENT THRU ROOF _.-------.---__ jO r -- - I ,�, ARCHITECT/ENGINEER FOR CONSIDERATION AND DECISION BEFORE 20, SUB-CONTRACTOR S BE RESPONSIBLE FOR OS Y VALVE G.I. IRON t PROCEEDING. G TO THE WORK O IS F OTHER SUB-CONTRACTORS, OR TO THE BUILDING, OR TO ITS t _ ---------------. _. 6. PROVIDE ACCU TE LAYOUT, G ES D E ATIQNS, SET SLE S CONTENTS, PEOPLE, ETC., USED BY KS IN OF THE ROOF DRAIN D.F. DRINKING FOUNTAIN D OPENINGS IN AMPLE TIME® T E PROPER PRECAUTIONS TO EQUIPMENT, OR TER FAILURES, OR DISCONNECTED PIPES, i PRESSURE RELIEF F.U. FIXTURE PROTECT WORK AND EQUIPMENT FROM DAMAGE. F INGS OR OVERFLOWS, D SHALL MAKE AT HIS OWN EXPENSE, RE UN ALL REPAIRS TO MATERIALS AND EQUIPMENT SO DAMAGED. __.....-.............................._-..-.____--..-,........... ...._..-.----_...__._. , 7, DO TRENCHING, EXCAVATING D CKFILLING NEC TO - - - - - - - - - - - _ _ _ _ _ _ _ ACCOMODATE THE WORK UNDER THIS DIVISION. TRENCH WIDTHS TO 21. ALL WORK, EQUIPMENT AND MATERIALS SHALL BE PROTECTED AT ALL BE ADEQUATE TO PERMIT INSTALLATION ALLOWING A MINIMUM OF 6' TIMES TO PREVENT OBSTRUCTION, DAMAGE, OR BREAKAGE. ALL PIPE CLEARANCE ON EACH SIDE OF PIPE. BOTTOM OF TRENCH TO BE OPENINGS SHALL BE CLOSED WITH CAPS OR PLUGS. TAMPERED FIRM AND EVENLY GRADED TO PROVIDE SPECIFIED PITCH. 1 SHEATH AND BRACE TRENCHES AND EXCAVATIONS. AFTER TESTING 22. PLUMBING FIXTURES SHALL BE TESTED FOR PROPER OPERATION AND !!! AND INSPECTION, CKFILL WITH C CKFI NG D ALL FLUSH VALVES ADJUSTED. e REMOVAL OF ANY SHEATHING AND BRACING TO BE DONE WITHOUT DI RBING INST D PIPING. 2 . A CL OUT SHALL BE PROVIDED AT THE E OF EACH SOIL AND WASTE PIPE. B. EQUIPMENT SCHEDULES ON THE DRAWINGS WERE USED TO ARRIVE AT SPACE D SERVICE REQUIREMENTS. 24. A MINIMUM PITCH OF HORIZONTAL BRANCHES AND E LINES I........................_..,__...._....__.-._...-.._..,_,.....-_._._. » S BE 1/4� PER LINEAL FOOT FOR 2° AND SMALLER PIPE SIZES ; , _-,----------- t 9. SUBSTITUTE EQUIPMENT MU E EQUAL IN RESPECTS D D 1/8ffi PER FT. MIN. FOR 3° AND LARGER PIPE SIZES. » W CT WILL BE OWED ONLY UPON WRITTEN APPROVAL ENGINEER PRIOR AHU TO SUBMISSION OF BIDS. 25. UNDERGROUND PIPING SHALL BE COPPER E L OTHER I _.__.,...- _. _ � t LIU WATER PIPING SHALL BE COPPER E M. I 10. SHOP DRAWINGS TO BE SUBMITTED FOR E FOLLOWING ITEMS. DRAINAGE SPEC ES, FIRE PROTECTION EQUIPMENT, PLUMBING 26. IN GENE WORK OF THIS DE MUST COMPLY W THE ; }- FIXTURES, PRESSURE CONTROL SYSTEMS, VALVES, VIBRATION FLORIDA PLUMBING BUILDING CODE AND L OTHER COD IN EFFECT, f f_.- ISOLATION EQUIPMENT. 27. PROVIDE FOR AIR CONDITIONING UNIT CONDENSATE W t o I 11. DRAWINGS, E APPROXIMATE ONLY D E UNDERSTOOD TO BE P° SUBJECT TO SUCH REVISIONS Y PRO NECESSARY OR 26. PROVIDE P DRAINS TO BUILDING EXTERIOR 6� ABOVE GRADE AT THE TIME THE WORK IS INSTALLED. EACH t.............................•,. TURNED DOWN (EACH SEPA DLY). - Im ---------........ -------------a CONTRACTOR WILL BE REQUIRED TO INSTALL HIS WORK WITH : L...._............. __...-.-.----. I RELATION TO EXISTING BUILDING CONDITIONS AND WILL BE ENTIRELY RESPONSIBLE FOR FINISH ELEVATIONS, C. EXTERIOR 29, HOSE BfBBS SHALL BE PROVIDED VACUUM BREAKERS I UTILITIES SHOWN ON DRAWINGS ARE DIAGRAMMATIC ONLY; (WA ) D SHUT OFF VALVE. T THEIR 'I, LINE RUNS ABOVE Ci EXACT LOCATIONS, DEPTHS AND INVERT ELEVATIONS E 30. L OUTSIDE G NOUT S BE BROUGHT TO E WITH COVER. REQUIRED FOR PROPER FLOW D COORDINATION W OTHER DES i _. " I s J :� a--°' WALL. ATTACHED TO (REFER TO CIVIL ENGINEER PLANS). 31. PROVIDE C NOUT EVERY 75 FE INSIDE BUILDING. E ( 4 _ 12. DRAWING SHAW ARRANGEMENT OF PIPING D EQUIPMENT. SHOULD 32. WHERE PERMITTED CODE IN APPROPRIATELY TED CHASES D `¢ BACK FLOW PR ETOR LO CONDITIONS NECESSITATE R GMENT, OR IF THE PROVED PRIOR TO SIGNING F THIS SUBCONTRACT BY OWNER PIPING C BE INSTALLED TO BETTER ADVANTAGE IN A DIFFERENT AND ENGINEER PVC PIPE D PIPE D FITTINGS E ACCEPTED. ` ` ' PROVIDE A MAIN SOV MANAGER, THE CONTRACTOR S BEFORE PROCEEDING W WORK, k IN PIPE RISE, SUBMIT 2 COPIES OFD WINGS OF PROPOSED ARRANGEMENT FOR 33. INSULATE L HOT & COLD WA CONNECTIONS AT WATER HEATERS ENGINEER TOR AND UP TO B FT. THEREAFTER W 1 IN. THICK SELF-SEALING 13. IF CONTRACTOR PROPOSED TO INSTALL EQUIPMENT, INCLUDING E INSULATION (R=4.2 MIN.) ( _ PIPING REQUIRING SPACE CONDITIONS OTHER THOSE SHOWN, OR 34, PLY A WATER PRESSURE TEST TO ALL P OF THE WATER TOR GE EQUIPMENTS, HE SHALL ASSUME FULL RESPONSIBILITY SUPPLY D DRAINAGE EMS BEFORE THE PIPING IS CONCEALED FOR REARRANGEMENT OF SPACE D SHALL HAVE ARCHITECT R r `_ ---------- _ _ -_-- e AND BEFORE E FIXTURES AND EQUIPMENT ARE CONNECTED. --- A- C G BEFORE PROCEEDING WITH THE WORK. REQUEST FOR SUCH ..............^ " R FOR THE WATER M USE A HYDRO-STATIC PRESSURE OF NOT LESS - - - ... .._ W.::::.::. :::::::::::::. -::. ____ _ _..---------.. CHANGES SHALL BE ACCOMPNIED SHOP DRAWINGS OF SPACE IN �"' _ /4 H / OV ................. 3 QUESTION. 150 PSIG OR 1.25 TIMES THE M WORKING PRESSURE, APPLIED TO THE M FOR A PERIOD OF 4 HOURS. THERE SHALL 14. EACH CONTRACTOR IS RESPONSIBLE FOR THE PROPER LOCATION D BE NO SAT Y POI IN THE EM AT THIS PRESSURE. FOR THE DRAINAGE M USE NOT LESS THAN 10 FT. OF SIZE OF SLOTS, HO OR OPENINGS IN BUILDING STRUCTURE HYDROSTATIC H , ._. _-_.....__............. _...._. ......-_- --- _ _...-.. LEAVE THE WATER IN THE E FOR NOT LESS PERTAINING TO HIS WORK D FOR CORRECT LOCATION OF PIPE 30 MINUTES, R WHICH TIME NO S AT POINT OR n s t SLEEVES. LOWERING OF E WATER LEVEL AT THE OVERFLOW SHALL BE ; VISIBLE. LEAVE CONCEALED WORK UNCOVERED UNTIL REQUIRE TESTS E. , _ ,- _ :__:::_.: e : w - I ( 15. EACH CONTRACTOR SHALL SO HARMONIZE HIS WORK W T OF E BEEN C t SEE SITE PLAN FPR N OMP D, E REPAIRS OF DEFECTS T E �".G SEVERAL OTHER DES SO THAT IT Y BE IN ED IN A MOST `: DIRECT D WORKMANLIKE MANNER OUT HINDERING OR DISCOVER WITH N CAULKING OF SCR JOINTS, E I » CONTINUATION HANDICAPPING OTHER ES. PIPING INTERFERENCES H BE CRACKS OR HOLES WILL NOT BE ACCEPTED. REPEAT T R HANDLED GIVING PRECEDENCE TO PIPELINES WHICH REQUIRE A DE BEEN ELIMINATED. STATED GRADE FOR PROPER OPERATION. SEWER LINES SHALL TAKE °' `! PRECEDENCE OVER WATER LINES REQUIRING STATED GRADE FOR THEIR 35, PROVIDE DIELECTRIC FITTINGS WHEN JOINING DISSIMILAR MET I PROPER OPERATIONS S HAVE PRECEDENCE OVER ELECTRICAL CONDUIT AND DUCTWORK. ._--.-------._,_..._.-.._..._------------------_.._,_._..__..--------.- R 0 Op A 6.A Wn'' I IN' G FLOOR PLAIN m 4� ;may$ �'_' _. _► r. � �° ;, v Scale: 1 /4' 1 '_0 `) s.``f , V m == t• m e m 4" SEE SITE �. CT0 PLAN FOR m CONT. LAV V 7 i JOG == f Or m m m m m 1/2- BACK FLOW ' C \-PREVENTOR AIN SOV /4- H /SOV V SEE SITE PLAN FO CONTINUATION. H Lj:::�_WATER RIS.ER U TA A P.E. mechanical ical / electrical cc)ns lta c� i ccr° fla. registration - 3 4 9 2 3 COMM NO 7410-B sx. 48th. 3T., iami, fl. 33155 t e 1 ( 305 } 665 6151 cab 92