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HomeMy WebLinkAbout04090049 Building Plans11 N.EW THE RAPE IJTI%....,. P%1ww/%Mvw�1 F01 ' I . MEIN wiigk' IV ERV W t _ I , .� ,, i.�. Terry Pool Co., Inc. 10350 N. Michigan Road o Carmel, IN 46032 (317) 872-2503 FAX (317) 879-1034 EGORDON CLARK ARCHITECT AIA 4820 Buttonwood Crescent N Indianapolis, Indiana 46208 ■ Area 317 255-2546 ■ `�%1111111,,,,��' DW, TION FOR C01 RUC AELEA�ED TMations No, o Subject to compliance with all Reg _ of State and Local Codes = ° 2537 ° T DEPT OF COMMUNITY SERVICES CITY OF CARMEL / CLAY TOWNSH��R INDIANA H N z W oon�n d • d C i u -R w ani n v 15 zb� O� z o��� v�o v y �o U orvv M u CIO p ov U U O U z �� F5 w o G o �� 3 c ° ° v A � •� m W OfJ y �' o_ z zoo v J `�%1111111,,,,��' DW, TION FOR C01 RUC AELEA�ED TMations No, o Subject to compliance with all Reg _ of State and Local Codes = ° 2537 ° T DEPT OF COMMUNITY SERVICES CITY OF CARMEL / CLAY TOWNSH��R INDIANA ALL LOCKER5 TO 44AVE SLOPED TOP CON'. TREATED WOOD SLOCKWg METAL LOcxIzs SEE SPECIFICATIONS FOR TYPE 8/8' GYPBtM BOARD AND METAL STLD FRAMW5 8EE FLOOR PLAN FOR WALL TYPE. I In' MULU40W Pt ASTIC LAMINATE LOOKER BEAT M + PLASTIC LA11INATE t_ ���L E �9ED . S£E FtMSN SCFIEDILE -02 TYP. LOCKER SECTRON SCALE: 1/2' = 1'-0' cs {nwi r -e ._..n - 01 #01 I�,�EPT,�11 &—�K >vETA{L - 1 0 1LJ - 5C,41 -E:3/4'=)'-0' VESTIBULE O w I In 24'-0n 1 - - 12 I ! ,�- 50LIM SURFACE TOP WITH INTEC-RAL BOWL lO,—gn 18 r�u I (865LA.7, SINK _ p i @ FIf'�PLAGE (DIMPLEX "OPTIFLAME >� ❑ n m ©#BF ! VX) AND S(T'O S CONFERENCE a ARCHITECTURAL CAST ETAIL 02 ON THtS SHEET, f2 III E I MANTEL-"FRANGESGA" #MAN -70R-42) EXAM f20 'EJ ART CLASS EXAM i2 i iR2' O i 2I VENDING MACHINES (OFOi). PROVIDE _ 1 WATER AND DRAIN CONNECTIONS R OFFICEPARTITIONS (OFOi) GENERAL NOTES: @ SLIDING GLASS WINDOW 10'-O" t0' -O" 12'-O" @��RL�A �- I A co � tlJ LlILI 1 n DRAWER5 RECE-55ED INTO _I_.--23•-Pf�rrABRICATEP GYPSUM COLUMN (D PARTIAL HEIGHT WALL TO +42" AFF. PROVIDE SOLID 5URFAGE GAP. O5TAFF WORK5TATION5 (OFOI)!2 GROUND FLOOR PLAN fy. �1l fin, Ta - oz Qyio' PLATE GLASS MIRROR, WALL-TO-WALL, FROM TOP OF CASEWORK 2g - - I i Sr—On gr—Ou 2e"&u f0'—PJn lO,—gn 18 r�u I (865LA.7, _ co 7 ! @ LOCKER BENCH - ALTERNATE #1 REFER TO cc{ a ETAIL 02 ON THtS SHEET, E I � 'EJ ART CLASS iR2' O R OFFICEPARTITIONS (OFOi) GENERAL NOTES: PLAN NOTES: ;-1 (L) @��RL�A j I A co � tlJ LlILI 1 n DRAWER5 RECE-55ED INTO 1. ALL DIMENSIONS ARE TO FACE OF FINISHED WALL, OR CENTERLINE OF GOLUMN5 UNLESS OTHERWI5E NOTED. (D PARTIAL HEIGHT WALL TO +42" AFF. PROVIDE SOLID 5URFAGE GAP. O5TAFF WORK5TATION5 (OFOI)!2 GROUND FLOOR PLAN fy. �1l fin, Ta - oz Qyio' PLATE GLASS MIRROR, WALL-TO-WALL, FROM TOP OF CASEWORK 2g b). � i ym a 45 iln({YZZ aiy��ly BACK5PLASH TO CEILING. 2. REFER TO SHEET 1-1.01 FOR WALL TYPE DE516NATIONS AND WALL RATINGS O SOLID SURFACE TOP WITH INTEGRAL BOWL LAVATORIES 'f C1;AIR LIFT BY POOL CONTRACTOR. wa.L MOUNTED FREEZER (oF01) "A" , SGALE:iIB'=1'-@' R f i -'q r @ &'-O" HICH GLASS UNIT MASONRY HAND AND HAIR LEGENDS. ALL INTERIOR WALL5 ARE TYPE UNLE55 OTHERWISE NOTEDSTAINLE55 wI oy QSTEEL RAILINS BY POLL CONTRACTOR. N O R T � Al I DRYER5 (GFGU OR INDICATED TO BE A SMOKE AND/OR FIRE ENCLOSURE. �3 WALL CENTERS ON CENTERLINE OF WINDOki MULLION. PROVIDE BRAKE METAL ENCLOSURE SETWEEN END OF 0HYDR.00ULATOR i4 ICE MAKER (OFOI) PROVIDE HATER CONNECTION AND DRAIN 31 5NIN5 1T DRYER (OF01) 3. REFER TO SHEET 1.-1,02 FOR HANDICAPPED ACGE5515ILiTY, MANEUVERING WALL AND MULLION. (OFOQ PROVIDE WATER CONNECTION AND 32 CLEARANCES, TYPICAL DiMEN5fON5 AND MOUNTING HEIGHTS. � FLOOR DRAIN IS PLATE GLASS MIRRORS FROM 4" APF TO V -O" AFF (GFGI) PIPE RAIL GATE WITH ELECTRIC STRIKE FACEOF FINISHED WALL ALfCNS WITH WINDOW OPi~NING I@ REFRi6ERATOR/FR:EEZER WITH !GE MAKER (O.F.G.I.) 16 4. REFER TO PROJECT MANUAL FOR TOILET ACCESSORY SCHEDULE, OPENING UNDERGOUNTER REFRIGERATOR (OFOI) SCHEDULE, ROOM FINISH 504EPULE AND CASENORK DESIGNATIONS. O LOCKERS (GFGI) TYPE B. Il MICROWAVE (O_F.O.i.) I7 LOCKERS (GFGI) TYPE A � W o R co 7 cc{ a E I � � ;-1 (L) Z j I A co � tlJ LlILI 1 n 111 } fy. �1l fin, Ta - oz Qyio' b). � i ym a 45 iln({YZZ aiy��ly j l'e -p al ' VI "L llfljy d. 'f , n R f i -'q r .�, Ul wI oy hls�t�i)10 Al I ���a�46e'"grBc seF. \ ce) QLj � LJO fQ (D M� Q X Z Z z J �j � M (bc� cq c a Hca .-r O .-4-���' �N W GROU t? FLOM PLA B101 r a 0 I 0 I 1 I The controlling document for all work under these drawings "II be the Genera Conditions of the Contract for Construction, AIA (American Institute of Architects) Document A201, current edition. Agreement by any party to work under this controlling document shall commence with the start of any work described within these documents. Prior to commencing activities, each contractor and material supplier shall carefully study and compare the Contract Documents and become fully aware of the requirements. Each contractor and material supplier shall take field measurements and verify field conditions and shall carefully compare such measurements and conditions with the Contract Documents. in the event of inconsistencies within or between the Contract Documents, each contractor or material supplier shall provide the better quality or greater quantity of the work, and shall comply with the stricter requirement. inconsistencies discovered shall be immediately reported to the Architect in writing. No pleas of Ignorance resulting from failure to examine the requirements of the Contract Documents or the conditions under which the work 1s to be performed will be accepted as an excuse for failure or omission on the part of each contractor and material supplier to fulfill in every respect all requirements of the Contract Documents. POOL DESIGN CRITERIA: Return piping is designed on a maximum flow rate of 10 fps (feet per second) Supply (skimmer) piping is based on a maximum flow rate of 6 fps (feet per second) Turn over rate shall be & hours unless otherwise noted. Filter sizing is based on a cartridge system. Sizing Is based on .3-15 gpm per square foot of filter area. Modular Media sizing has a flow rate calculated using 125 gpm For a 450 square foot Modular Media filter system. All construction shall be in strict conformance with the Indiana Pool Code, Current Edition. 0%11111111111 / EDWAR,I No,�R��`9�� 2537 0 TATE _ "fill ct 4 U. J 0 O 0— LJ F— D W MMQ Lei. WW .L I- W z M i 1j, t i J Q W its `W cc POOL DECK SURFACE DECK -0 -GRAN PVC DRAN ANC44019D WIT44 SELF-TAPPNG SCMWS (TYP) CAULK AND MACKER ROD BOTH SIDE6 (TYPICAL) RED sRICK BULLNOSE POOL COPNO (3) *4 REBAR V OCG. CCNTtNJOUS TILE HAND WATER LINE 3/4' TYPE 'L' COPPER CONDUIT CCNTNUOUS TO JUNCTION BOX. N E42WRIENT ROOM. GROlND C:l.AMP t tB AWCs DARE COPPER TO MOM - UNDERl4T£R LICsHT 03 REBAR • i' -(d' O.C. EACH WAY C ONTNUCU6 (TYPIC:AL UNLESS OTMM16E NOTED.) POOL WALL SECTION SCALE= 1/2" = T—O" MANUFACTURER'5 RECOMMENDATIONS ACCESSIBILITY LIFT SCALE: 1" = T -O" DECK 0* t £SCUTC PLATES POOL LADDER DETAIL SCALE: 1/2" = T—O' DUUJ40M TIL POOL STEP SECTION MNrr�a= POOL NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODES AND REGULATIONS. 2, ALL PIPE SHALL BE N.S.F. SCHEDULE 40 PVC. T A160 R LM NSION JONTS AND CNCs ANCFIORS AND RIUSAR 6' O.C. CANT, 3. ALL METAL POOL COMPONENTS SHALL BE GROUNDED AND BONDED AS REQUIRED BY THE MOST RECENT N.E.C. AS PUBLISHED BY NFPA. 4. THE SWIMMMG POOL AND EQUIPMENT DESIGN HAS BEEN BASED ON THE INDIANA SWIMMING POOL CODE, SECOND EDITION, EFFECTIVE SEPTEMBER 1989. 5. PROVIDE A HOSE BIB TO FACILITATE FLUSHING OF THE DECK AREAS WITH A FIFTY (50) FOOT HOSE. HOSE BIBS SHALL BE PROVIDED WITH VACUUM BREAKERS, 6. DEPTH MARKINGS AND 'NO DIVING' MARKINGS TO BE IN ACCORDANCE WITH INDIANA SWIMMING POOL CODE, 4' MINIMUM HEIGHT AND LOCATED ON DECK AND ON VERTICAL WALLS. -I. PROVIDE POOL RULES SIGN. VERITY CONTENT WITH OWNER S. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING EQUIPMENT AND DIMENSIONS SHOWN. 9. LOCATE AND SET 4' HIGH PERMANENT DEPTH MARKERS CONTRASTING COLOR ON INSIDE OF POOL AND ON POOL DECK 10, ALL DEPTH MARKERS SHALL HAVE A MAXIMUM SPACING OF 25'-0' AND SHALL HAVE A SLIP RESISTANT FINISH, 11, PROVIDE 'NO DIVING' MARKERS WITH SLIP RESISTANT FINISH'I/g IN DECK, SAME SIZE AND LOCATION AS DEPTH MARKERS. 12. POOL MAKE-UP WATER SHALL BE FROM APPROVED SOURCE. 13, POOL WASTE LINE SHALL HAVE AN AIR GAP BEFORE DISPOSAL TO SEWER 14. POOL SURFACE AND POOL DECK SHALL HAVE 10 FOOT CANDLES OF LIGHTING IF USED AT NIGHT. 15. POOL HOURS SHALL BE CONTINGENT ON PROPER POOL AND DECK LIGHTING. 16. WALKWAYS SHALL BE SLIP-RESISTENT CONCRETE AND POSITIVELY DRAINED. 17. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AS WELL AS NEC. 18. UNDERWATER LIGHTS SHALL MEET NE.G. INCLUDING LOW WATER cut -OFF PROTECTION. 19, PROVIDE AN ELECTRIC WATER COOLER AVAILABLE TO BATHERS. 20. A MINIMUM V-0' HIGH FENCE SHALL SURROUND THIS POOL, WHETHER PROVIDED BY POOL CONTRACTOR OR BY OTHERS. THE POOL SHALL NOT BE READY FOR USE UNTIL AN APPROVED FENCE IS COMPLETED. 0111111111111 EDWAR G\ STE�,FclS,� =� No, O �s c 2537 0 STAT mi' 0 v 0 LL (L OMT 0 0 �-- V UZ Q I- —' W W� Z O W W M -- F- CC W W z u a I a I 0 w I I PERIMETER DRAIN DETAIL aca.e , uz..,.b. PVC GRATE POOL DECK SURFACE STAINLESS STEEL DECK -O -DRAIN PVC DRAIN MAIN DRAIN BOX ANCHORED WITH SELF -TAPPIN(3 SCREWS (TYP) NO LEA4G CAULK AND BACKER ROD FLAW -PE BOTH SIDES (TYPICAL) RED BRICK BULLNOSE POOL COPINCx r Co' POOL FLOOR (3) 04 REBAR 6' HYDROSTATIC RELIEF O.C. CONTINUOUS VALVE TILE BAND _ WATER LINE� 2' MAIN DRAIN MAIN DRAIN BOX scuE ivr-r-V POOL DATA: POOL EOUIPMENT LIST_ POOL SURFACE AREA 11x00 SQUARE FEET 6 INLET POOL PERIMETER 15(0'-0' 2 MAIN DRAIN POOL VOLUME 5200 CUBIC FEET 2 3 HYDRO RELIEF VALVE SKIMMER POOL VOLUME 39,000 CzALLONS 2 UNDERWATER LIGHT TURNOVER RATE SIX (6) HOURS = 108 GPM 1 TRANSFORMER 1 FILL SPOUT FILTER MODEL 450 SF MODULAR MEDIA 1 12' FLEX VACUUM HEAD FILTER RATE 15-20 GPM/SF 1 35' X 1 1/2' VACUUM HOSE 1 FILTER DECK AREA 1494 SQUARE FEET 1 PUMP W1 STRAINER PUMP MODEL MAX-E-GcLAS 3 HORSE 1 TANK MODEL NO. PE&HL 1 BROMINE FEEDER OCCUPANT LOAD 116 PERSONS 2 1 LADDER SHEPHERD'S NOOK W/POLE MINIMUM 12' LONG CLASS: C i THROW LINE 1/4' DIA, 1 TEST KIT 1 VACUUM EQUIPMENT 1 TELESCOPING POLE 1 U.S. COAST GUARD APPROVED LIFE RING ATTACHED TO 1/4' DIA. THROW LINE MIN. (0O' LONG 1 SAFETY ROPE AND FLOATS 1 FIRST AID KIT (24 UNIT) 1 2 1/2' FLOW METER 0 - 1&0 GPM I DIP NET I WALL BRUSH TO POOL ;IMMERS VALVE POOL EQUIPMENT SCHEMATIC WT TO acus EDWAPo No, 0 2537 0 STATE 0 LL —I (L OMT = CL F V .I 0z Q Ui W� T J Q� W w in - W w> z o: M d' z Q z J W Q U a a !f I 0 0 0 r