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HomeMy WebLinkAboutP01-0 - PLUMBING NOTES, SCHEDULES, DETAILS & ISOMETRICS - V5 - 343867 - 120717.pdfSDGASSSWASTE LINE VENT LINE COLD WATER LINE HOT WATER LINE GAS LINE STORM DRAIN CONDENSATE LINE LINE UP LINE DOWNABV.AFFABOVE FINISH FLOOR BFPBACKFLOW PREVENTOR CICAST IRON FCOFLOOR CLEANOUT WCOWALL CLEANOUT FDFLOOR DRAIN INVINVERT JSJANITOR'S SINK KSKITCHEN SINK LAVLAVATORY WCWATER CLOSET SANSANITARY SOVSHUT OFF VALVE VTRVENT THROUGH ROOF WHWALL HYDRANT DFDRINKING FOUNTAIN TPTRAP PRIMER HWHWATER HEATER YCOGRADE CLEANOUTPLUMBING SYMBOLS LEGEND: WC 4" 4" V . T . R . FDLAV D F W C O WC FD LAV JS WCO D F W C O LAV LAV WCO W CO W C W C K S HD S P - 1 3 " 2 " 2 " 3 " 2 " 4" 4" V . T . R . 4" 4" 4" 4" 2" 3" 3" 4 " 3" 1-1/2" 2" 1-1/2" 3" 3 " SS SS SS S S S S S S S S JS W CO F D2" FD FD 1-1/2" 2" 4" 4" 4" HD 4 " W CO SS SS 3 " 3 " SE E C I V I L P L A N S FO R C O N T I N U A T I O N 4 " 4" 2" B F P W C WC TP LAV LAV D F TP B F P J S K S W C W C LAV LAV D F H W H W H 3/4" C W 1" C W SH U T - O F F VA L V E 1 " C W 1-1/2" C W 1 - 1 / 2 " C W 1-1/2" C W SH U T - O F F VA L V E AT 2 4 " A F F SH U T - O F F VA L V E (T Y P . ) 3/4" H W 3/4" C W 3/4" C W 1" C W 1 " C W 3/4" C W 1 " C W 1 " C W 1" C W 1" C W3/4" C W 3 / 4 " C W 1" CW 3/4" CW 3/4" C W NO T E : PL U M B I N G C O N T R A C T O R I S TO C L E A R L Y L A B E L P R I M A R Y SH U T - O F F V A L V E S . 3/4" C W TP 3 / 4 " H W 1/2" 1-1/2" C W H W H 3/4" C W J S PL U M B I N G F I X T U R E S C H E D U L E MA R K DF FD HW H JS KS LA V TP WC WH DE S C R I P T I O N DR I N K I N G F O U N T A I N - W A L L M O U N T E D . E Q U A L T O H A W S M O D EL # 1 1 1 9 . 1 4 , 1 - 1 / 4 " N P T L O W P R O F I L E P - T R A P , M O D E L # 00 0 5 9 8 2 9 0 0 0 A N D BA C K P L A T . M O U N T U N I T T O M E E T A D A G U I D E L I N E S FL O O R D R A I N - E Q U A L T O Z U R N Z - 4 1 5 . D R A I N S H A L L H A V E C A S T I R O N B O D Y W I T H B O T T O M O U T L E T . C O M B I N A T I O N I N V ER T I B L E ME M B R A N E C L A M P A N D A D J U S T A B L E C O L L A R , W I D E F L A N G E D HE A D A N D P O L I S H E D N I C K L E B R O N Z E S T R A I N E R . WA T E R H E A T E R S H A L L B E L O C H I N V A R M O D E L # J R C 0 1 2 E O R A PP R O V E D E Q U A L , 1 2 G L . 1 2 0 V O L T S , S I N G L E P H A S E , 1 5 0 0 W A T T S . JA N I T O R S I N K - 2 4 " X 2 4 " X 1 0 " O N E P I E C E M O L D E D S T O NE W I T H 3 " D R A I N E Q U A L T O F I A T M S B - 2 4 2 4 W I T H E 7 7 - A A B U M P E R G U A R D . PR O V I D E W I T H F A U C E T M O D E L K O H L E R , K - 8 9 0 7 , W I T H V A C C UM B R E A K E R , P A I L H O O K A N D B R A C E , E Q U I V A L E N T I N Q U A L IT Y , AP P E A R A N C E & P E R F O R M A N C E . KI T C H E N S I N K - 1 7 " X 2 2 " X 6 " D . 1 8 G A 3 0 4 1 8 - 8 S T A I NL E S S S T E E L . T H R E E ( 3 ) H O L E P U N C H E Q U A L T O E L K A Y L R ad - 1 7 2 2 W I T H O F F CE N T E R E D D R A I N . P R O V I D E W I T H S I N K D R A I N E Q U A L T O E L KA Y L K - 3 5 . P R O V I D E W I T H F A U C E T E Q U A L T O K O H L E R K - 7 3 13 K W I T H K- 1 6 0 1 2 - 5 H A N D L E S . P R O V I D E W I T H P - T R A P E Q U A L T O K O H LE R K - 9 0 0 0 . LA V A T O R Y - 2 1 " X 1 8 " W H I T E V I T R E O U S C H I N A , 4 " C E N T E RS , F R O N T O V E R F L O W E Q U A L T O K O H L E R K - 2 0 0 5 W I T H B A T T ER Y A U T O F A U C E T , EQ U A L T O T E C H N I C A L C O N C E P T S " M I L A N O " 5 0 0 4 8 3 . M O U N T AT B A R R I E R F R E E H E I G H T . M E E T S A D A R E Q U I R E M E N T S . TR A P P R I M E R B Y P R E C I S I O N P L U M B I N G P R O D U C T S ( P P P ) , M OD E L # P R - 5 0 0 WA T E R C L O S E T - E L O N G A T E D C O M B I N A T I O N T O I L E T S H A L L B E 1 2 " R O U G H - I N . T O I L E T S H A L L B E M A D E O F V I T R E O U S C H IN A . T O I L E T SH A L L H A V E 2 " G L A Z E D T R A P W A Y . T O I L E T S H A L L I N C L U D E PO L I S H E D C H R O M E T R I P L E V E R . T O I L E T S H A L L B E A D A C O M PL I A N T . T O I L E T SH A L L B E P R O V I D E D W I T H O P E N E N D S E A T B Y B E M I S # 1 6 5 5 -C A N D S U P P L Y S T O P . T O I L E T S H A L L H A V E T A N K C O V E R L O CK S . T O I L E T SH A L L B E E Q U A L T O K O H L E R K - 3 5 1 9 . WA L L H Y D R A N T - E Q U A L T O Z U R N Z - 1 3 1 5 . E X P O S E D , N O N F RE E Z I N G T Y P E W I T H B R O N Z E C A S I N G , A L L B R O N Z E I N T E R I O R P A R T S , N O N TU R N I N G O P E R A T I N G R O D W I T H F R E E F L O A T I N G C O M P R E S S I O N C L O S U R E V A L V E . R E P L A C E A B L E B R O N Z E S E A T A N D S E A T W AS H E R , AN D C O M B I N A T I O N 3 / 4 " F E M A L E O R 1 " M A L E S T R A I G H T I P IN L E T . C O M P L E T E W I T H O P E R A T I N G K E Y S . I N S T A L L 2 4 " A B OV E G R A D E . SA N . 1- 1 / 2 " 3"NA 3" 1- 1 / 2 " 1- 1 / 2 " 4"3"NA VE N T 1- 1 / 2 " 1- 1 / 2 " NA 1- 1 / 2 " 1- 1 / 4 " 1- 1 / 4 " 2" 1- 1 / 2 " NA CW 3/ 8 " NA 3/ 4 " 3/ 4 " 1/ 2 " 1/ 2 " 3/ 4 " 1/ 2 " 3/ 4 " HW NA NA 3/ 4 " 3/ 4 " 1/ 2 " 1/ 2 " NA NA NA FL O W 0. 8 G P M NA NA 2. 5 G P M 2. 0 G P M 0. 5 G P M 0. 0 1 G P D 1. 0 G P F 2. 5 G P M GA S L O A D S U M M A R Y EQ U I P M E N T DH - 1 DH - 2 NO T E : G A S S Y S T E M I S B A S E D O N A 7 " W C D E L I V E R Y PR E S S U R E A N D A 7 5 ' T O T A L D E V E L O P E D L E N G T H . BT U / H 30 0 30 0 TO T A L : QT Y 1 1 2 TO T A L 30 0 30 0 60 0 GA S C O N T R O L V A L V E (F U R N I S H E D B Y H E A T E R MA N U F A C T U R E R ) DU C T HE A T E R TY P E B GA S V E N T UN I O N 8" D I R T L E T W/ C A P BA L L V A L V E SU M P P I T W / G A L V A N I Z E D LID ( P R O V I D E D B Y O T H E R S ) EL E V A T O R P I T F L O O R FL O O R EX T E N D & C O N N E C T T O (V E R I F Y E X A C T L O C A T I O N BA L L V A L V E CH E C K V A L V E SA N I T A R Y S Y S T E M PL U G V E R I F Y L E N G T H PO W E R C O R D A N D BY E L E C . C O N T R . PIP E S L E E V E PO W E R R E C E P T A C L E 1 1 / 2 " IN F I E L D ) . PU M P CO 3/ 4 " H W 1 1/2" EL E C T R I C 6'- 0 " ( M I N . ) A . F . F . 1 1/2" 30 ° (S Q U A R E S H E L F ) WA T E R H E A T E R DI A . + 3 " ( M I N . ) 3/ 4 " C W 1 1 / 2 " X 1 1 / 2 " X 1 / 8 " AL L W E L D E D S T E E L AN G L E & P A I N T E D WI T H G L O S S E N A M E L (2 ) V E R T I C A L & ( 2 ) DI A G O N A L A N G L E S WA T E R H E A T E R RO U T E D R A I N T O A D J A C E N T JA N I T O R S I N K . (4 ) A N G L E S 3/ 4 " P L Y W O O D 12" (MIN.) WA T T S # D E T - 5 T H E R M A L EX P A N S I O N T A N K . I N S T A L L PE R M F R S I N S T R U C T I O N . DI E L E C T R I C U N I O N ( T Y P . ) T & P R E L I E F V A L V E SE C U R E L Y A N C H O R T O W A L L ST U D S W / M I N . O F F O U R ( 4 ) 1/ 4 " S T E E L F A S T E N E R S DR A I N P A N FI N I S H F L O O R EX T E R I O R W A L L DO W N S P O U T A N D P R O V I D E W E A T H E R FI N I S H G R A D E DO W N S P O U T S E E A R C H . D R A W I N G S FO R L O C A T I O N S A N D S I Z E S NO T E : DE T A I L T Y P I C A L O F DO W N S P O U T C O N N E C T I O N FI T W I T H T E E C L E A N O U T AT B A S E I F R E Q U I R E D A T 12 " A B O V E F I N I S H G R A D E . SEE CIVIL DWGS. FOR DEPTH ST O R M D R A I N SE E C I V I L D W G S . TI G H T A D A P T O R B O O T T Y P I C A L ST U B U P S T O R M T O C O L L E C T 6" ± 1/2" C.W.TEE.AG-500 AIR GAP FITTING1/2" C.W.1/2" S.O.V.C.W. LINE ABOVE CEILING P-TRAPWASTE LINEFINISH FLOORFLOOR DRAIN15 1/2"1/2" COPPER TUBING TRAP SUPPLIES. ROUTE BELOW FLOOR TO FLOOR DRAIN TRAPS. SEE PLAN AND RISERS.DISTRIBUTION UNIT #DU-3SECURE DISTRIBUTION UNIT TO STRUCTURAL WHERE STUDS DO-NOT GO UP PAST CEILING.TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT.PRECISION PLUMBING PRODUCTS #PR-500 SECURE DISTRIBUTION UNIT TO BACKING SHEET BETWEEN STUDS.TAPPED P-TRAP ADAPTER,PPP INC. OR EQUAL MAY EXTEND AS A WASTE OR VENT PLUGGED TEE WITH CLEANOUT 1/8 C.I. BENDBALANCE OF PIPING SAME AS CLEANOUT TO GRADEFLOORCHROME WALLCOVER AND SCREWWALL CI V I L E N G I N E E R I N G C O N S U L T A N T I S : 3. ) C O O R D I N A T I O N W I T H T H E C I V I L E N G I N E E R I N G D O C U M E N TS H A S B E E N C O M P L E T E D E N G I N E E R I N G W O R K S H A L L D O S O A T T H E I R O W N R I S K . 2. ) C O N T R A C T O R S R E L Y I N G O N D O C U M E N T S N O T C O O R D I N A T E D W I T H T H E C I V I L 1. ) C I V I L E N G I N E E R I N G F O R T H I S P R O J E C T I S B E I N G P E R FO R M E D B Y O T H E R S . -- -C- 1 4 1 DL R 4 / 5 / 1 2 IN I T I A L IN I T I A L DA T E D A T E D A T E DA T E NO . DA T E NO . DI S C I P L I N E : CO O R D I N A T I O N C H E C K E D B Y IN I T I A L DA T E NO . DW G . T I T L E DW G . N O . O N L Y A S S H O W N B E L O W . NO T I C E T O A L L P A R T I E S H A V I N G A N I N T E R E S T I N T H I S C O NS T R U C T I O N P R O J E C T : CI V I L E N G I N E E R I N G D E S I G N C O O R D I N A T I O N N O T I C E RE V . RE V . RE V . RE V . RE V . RE V . CI V I L S H E E T CI V I L S H T . -UT I L I T Y P L A N P L U M B I N G GP D G R O U P 0 1 1 / 1 4 / 1 1 1 2 3 34 4 5 5 ms consultants, inc.engineers, architects, planners 2221 Schrock Road Columbus, Ohio 43229 phone (614) 898-7100 fax (614) 898-7570 SHEETSHEET TITLESCALEISSUE DATEDRAWN BY CHECKED BY APPROVED BY BANKING CENTER FOR:PROJECT NO.:REVISIONBID SETAs indicated 7/17/2012 4:24:05 PM 205 EAST CARMEL DRIVE PLUMBING NOTES, SCHEDULES,DETAILS & ISOMETRICS P01.0 62-40188-21DLR06/14/12JJC/MRM CARMEL, INDIANA 46032 NPAL - CARMEL DRIVE PL U M B I N G G E N E R A L N O T E S : 1. A L L W O R K S H A L L B E P E R F O R M E D I N A C C O R D A N C E W I T H A L L APPLICABLE STATE AND LOCAL BUILDING CODES. 2. A L L W A S T E D R A I N A G E L I N E S I N D I C A T E D O N P L U M B I N G S H EET SHALL BE SLOPED IN THE DIRECTION OF FLOW AT 1/8" PER FOOT. 3. A L L E Q U I P M E N T A N D M A T E R I A L S C A P A B L E O F B E I N G U L L ABELED OR LISTED SHALL BEAR THE UL LABEL. 4. A L L D I M E N S I O N S S H O W N O N D R A W I N G S A R E F O R C O N V E N I E NCE AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD PR I O R T O I N S T A L L A T I O N . D O N O T S C A L E D R A W I N G S F O R T HE PURPOSE OF OBTAINING FINAL DIMENSIONS. 5. I N C A S E S W H E N T H E W O R K O N T H E C O N T R A C T D O C U M E N T S EXCEED MINIMUM CODE REQUIREMENTS, STANDARD, RULE OR RE G U L A T I O N , T H E C O N T R A C T D O C U M E N T S S H A L L G O V E R N W O R K UNDER THIS PROJECT. 6. C O N T R A C T O R S H A L L V E R I F Y T H E L O C A T I O N A N D D E P T H O F UTILITIES AT POINTS OF CONNECTION BEFORE ANY PURCHASING, RO U G H I N G I N A N D / O R I N S T A L L A T I O N O F A N Y M A T E R I A L S . 7. R E F E R T O A R C H I T E C T U R A L D R A W I N G S F O R E X A C T L O C A T I O N OF PLUMBING FIXTURES. 8. A L L P I P I N G I N F I N I S H E D A R E A S S H A L L B E R O U T E D C O N C EALED ABOVE THE CEILING. EXPOSED PIPING WHERE NECESSARY, SH A L L B E R U N A S H I G H A S P O S S I B L E . 9. C O O R D I N A T E A L L W O R K W I T H O T H E R T R A D E S A N D C O N T R A C TORS. 10 . T E S T N E W S A N I T A R Y T O V E R I F Y F R E E F L O W I N G . 11 . P L U M B I N G C O N T R A C T O R S H A L L V E R I F Y V O L T A G E , P H A S E AND MCA OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CO N N E C T I O N W I T H E L E C T R I C A L C O N T R A C T O R P R I O R T O P U R C HASE OF EQUIPMENT. 12 . E X P O S E D P I P E S U N D E R H A N D I C A P P E D L A V A T O R I E S S H A L L HAVE AN 'ADA' PROTECTIVE ENCLOSURE 'SLOAN' ETF-529 OP T I S H E I L D T O C O N C E A L A L L P I P E S A N D F I T T I N G S . 13 . I N S U L A T E C O L D W A T E R A N D H O T W A T E R P I P E S P E R S P E C IFICATION DIVISION 15. 14 . A I R H A N D L I N G U N I T S S H A L L B E P R O V I D E D W I T H T R A P P E D CONDENSATE DRAINS THE SAME SIZE AS THE UNIT CONNECTION. THE DR A I N P I P I N G S H A L L B E R O U T E D T O A V O I D I N T E R F E R I N G W ITH ACCESS PANELS AND GENERAL MAINTENANCE OF THE UNITS. 15 . V A L V E S S H A L L B E L I N E S I Z E ( F U L L P O R T ) U N L E S S O T H ERWISE NOTED. 16 . D O N O T L O C A T E S P R I N K L E R P I P I N G , P L U M B I N G P I P I N G , EQUIPMENT, ETC. OVER ELECTRICAL PANELS WHEREVER POSSIBLE. 17 . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A L L E X C A V A T I ON AND BACK FILL NECESSARY FOR INSTALLATION OF UN D E R G R O U N D L I N E S . 18 . S E A L A R O U N D A L L P I P E S P E N E T R A T I N G F I R E W A L L S , S M OKE WALLS OR FLOORS IN ACCORDANCE WITH DIVISION 7 OF SP E C I F I C A T I O N S . S E E A R C H I T E C T U R A L D R A W I N G S F O R L O C ATION OF FIRE AND/OR SMOKE WALLS. 19 . A L L S P R I N K L E R D E S I G N M A T E R I A L A N D I N S T A L L A T I O N S HALL BE IN ACCORDANCE WITH NFPA 13, LOCAL AUTHORITY HAVING JU R I S D I C T I O N A N D O W N E R S I N S U R A N C E C A R R I E R . 20 . M A I N T A I N C O D E R E Q U I R E D C L E A R A N C E S B E T W E E N E Q U I P M ENT AND ELECTRICAL PANELS. 21 . P R O V I D E W A T E R H A M M E R A R R E S T O R S O N H O T A N D C O L D W ATER PIPING IN ACCORDANCE WITH PLUMBING AND DRAINAGE IN S T I T U T E ( P D I ) S T A N D A R D P D 1 - 5 0 0 . UT I L I T Y N O T E S : - C O N T R A C T O R S H A L L V E R I F Y P O I N T O F C O N N E C T I O N TO S I T E U T I L I T Y S E R V I C E P R I O R T O C O M M E N C I N G IN S T A L L A T I O N . - C O N T R A C T O R S H A L L A D J U S T L O C A T I O N A N D D E P T H OF S I T E S E R V I C E S A S R E Q U I R E D T O C O N N E C T T O UT I L I T Y L O C A T I O N S . - C O N T R A C T O R S H A L L M A K E F I N A L C O N N E C T I O N T O SI T E U T I L I T Y S E R V I C E ( U N L E S S O T H E R P R O V I S I O N S HA V E B E E N M A D E ) . - C O N T R A C T O R ' S F A I L U R E T O P R O P E R L Y CO O R D I N A T E S E R V I C E S S H A L L N O T B E J U S T I F I C A T I O N FO R A N Y E X T R A C H A R G E S . NO T E : BU I L D I N G S A N I T A R Y , S T O R M S E W E R A N D D O M E S T I C WA T E R S E R V I C E U T I L I T I E S B Y P L U M B I N G C O N T R A C T O R . CO O R D I N A T E W I T H S I T E C O N T R A C T O R P R I O R T O P I P E IN S T A L L A T I O N , OU T S I D E A I R N O T E : TH E M I N I M U M D I S T A N C E B E T W E E N A N Y I N T A K E V E N T SH A L L B E M A I N T A I N E D A S R E Q U I R E D B Y L O C A L C O D E . PI P I N G S P E C I F I C A T I O N S WA S T E A N D V E N T P I P I N G A B O V E A N D B E L O W G R O U N D S H A L L BE SC H E D U L E S E R V I C E W E I G H T H U B L E S S C A S T I R O N O R S C H E D U LE 40 P V C P I P E W H E R E A P P R O V E D B Y L O C A L C O D E W I T H S O L V E NT WE L D E D J O I N T S . B E L O W G R O U N D S H A L L B E S E R V I C E W E I G H T CA S T I R O N W I T H B E L L A N D S P I G O T F I T T I N G S O R S C H E D U L E 4 0 P V C PI P E W H E R E A P P R O V E D B Y L O C A L C O D E , W I T H S O L V E N T W E L DE D JO I N T S . U S E C O L O R E D P R I M E R P R I O R T O J O I N T A S S E M B L Y . HO T A N D C O L D W A T E R P I P I N G A B O V E G R A D E S H A L L B E T Y P E " L " CO P P E R W I T H S O L D E R E D F I T T I N G S . B E L O W G R A D E S H A L L B E TY P E " K " . I N S U L A T E H O T A N D C O L D W A T E R P I P I N G W I T H 1" T H I C K FI B E R G L A S S I N S U L A T I O N . SC A L E = N . T . S . P0 1 . 0 WA T E R H E A T E R S U P P O R T & P I P I N G 7 SC A L E = N . T . S . P0 1 . 0 DO W N S P O U T C O N N E C T I O N 6 SCALE = N.T.S.P01.0TRAP PRIMER3 SCALE = N.T.S.P01.0WALL CLEANOUT5 SU M P P U M P S C H E D U L E MA R K MO D E L N O . (B A S E D O N Z O E L L E R ) LO C A T I O N T Y P E G P M HE A D (F T . W A T E R ) MO T O R RE M A R K S H. P . A M P S V O L T S / P H A S E SP - 1 D O S E - M A T E N 1 5 2 E L E V A T O R P I T S U B M E R S I B L E 1 5 11 5 / 1 1 , 2 , 3 1. N O N - C L O G G I N G V O R T E X I M P E L L E R , I N T E G R A L F L O A T O P P E RA T E D S U B M E R S I B L E P U M P . 2. P R O V I D E W I T H 9 F T . S T A N D A R D U L L I S T E D C O R D A N D P L UG . 3. P R O V I D E W I T H O I L A L A R M S Y S T E M C O N S I S T I N G O F N E M A 4- X A L A R M P A N E L E N C L O S U R E , A U D I B L E / V I S U A L A L A R M S , T ES T A N D S I L E N C E S W I T C H E S ( B A S E D O N Z O E L L E R "O I L G U A R D " P U M P S W I T C H A N D P A N E L ) . SC A L E = N . T . S . P0 1 . 0 WA S T E S C H E M A T I C R I S E R 1 SC A L E = N . T . S . P0 1 . 0 WA T E R S C H E M A T I C R I S E R 2 IS O M E T R I C K E Y E D N O T E S : # 1 1 / 2 " H O T A N D C O L D W A T E R L I N E S D O W N I N W A L L T O K I T C HE N S I N K . 2 3 / 4 " C W L I N E D O W N , I N S T A L L T I G H T T O I N T E R I O R O F W A LL T O W A L L H Y D R A N T . PR O V I D E W I T H S H U T O F F V A L V E A T 4 8 " A . F . F . C O O R D I N A T E W A L L H Y D R A N T LO C A T I O N W I T H D O W N S P O U T . 3 3 / 4 " H O T A N D C O L D W A T E R L I N E S D O W N T O J A N I T O R ' S S I NK . 4 3 / 4 " H O T A N D C O L D W A T E R L I N E S T O A N D F R O M W A T E R H E AT E R . 5 P R O V I D E T R A P P R I M E R T O F L O O R D R A I N , S E E S H E E T P 0 1 . 0 F O R D E T A I L . SC A L E = N . T . S . P0 1 . 0 GA S F I R E D H E A T E R 8 SC A L E = N . T . S . P0 1 . 0 EL E V A T O R S U M P P U M P S C H E M A T I C 4 SE E C I V I L P L A N S FO R C O N T I N U A T I O N #DATEDESCRIPTION 206/04/12OWNER COMMENTS