Loading...
Plans (64) M EC2019 -00681 C)F�IIiC �.vs- s 3 f1 N 3 A d 4169 MS _ , ,FF'CE COPY Go,.4e Maps 11769 SW 69th Ave LJ L SPECIFICATIONS: pa — EXCAVATION – THE SUBGRADE OF THE SWIMMING POOL SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% T-99 a a yN°^k cen'plure<. C 77 N 6 L1 L T I N ENGINEERS OF RELATIVE MAXIMUM DENSITY. ANY SOFT OR UNSTABLE SUB GRADE MATERIALS ARE TO BE REMOVED AND BACKFILLED WITH °nA is R""ems _ CRUSHED ROCK AND COMPACTED TO THE REQUIRED DENSITY. �T MECHANICAL AND ELECTRICAL SYSTEMS West d qe9 MetlPCaIQ aD� ""� f,warnna r - 6915 SW MACADAM AVE. rgam anw Q _ - SUITE 200 REINFORCED STEEL - STANDARD DEFORMED BARS, INTERMEDIATE GRADE, FREE OF RUST AND DIRT, SHALL BE PROPERLY , POSITIONED AND TIED IN PLACE WITH STAGGERED SPLICES. LAP 40 BAR DIAMETERS. SEE REINFORCING SCHEDULE. • , . o PORTLAND, 50REGON 98819 hr = SN A'"r•>i Q SNNeN 5 0 Cr n 0<(efic N°nM1wesl GUNITE – MINIMUM WALL THICKNESS 6"; THROUGH COVES 6"; 1:4 MIX, 7 SACK, ULTIMATE STRENGTH 3,000 PSI AT 28 DAYS. Q on^"' ° "°"V Q "°° "is,e = 0 £ — - - - _ FAX: 503.892.1190 Regal TigeM Connoisseur Concenvates - - _ _ _ CONTACT...RICK DUSA p Reaant Health Therapy. INSULATION – THERE SHALL BE A MINIMUM OF R-12 INSULATION AROUND THE SIDES AND BOTTOM OF THE SPA PER F,^• mcone29 ? 9 N' _ engineering@mke–ine.com 0 WASHINGTON STATE ENERGY CODE SECTION C404.10.3. e,la s, a.„"w sw awl"s �,.,a.�N 77 MaunlMac6 nery� New VibeTmimn9 p p q p • / BONDING – POOL FIXTURES, PIPING SYSTEMS, REINFORCING STEEL, CONDUIT, AND OTHER APPURTENANCES TO THE POOL SHALL ©Wncaf° d BE BONDED AND CONFORM TO ALL PROVISIONS AS SET FORTH IN THE NATIONAL ELECTRIC CODE ART .680 SWIMMING POOLS ,,s° „ea, –v / / o Z �¢D PROFF FOR 1987 N.B.F.U. N0. 70. BY OWNER. °"'°°'❑R°iaaMra o, 9°n Mee cm wz <«s O CerU°onica FTM y 169th Avewe VASSnOallpn(OMA) O ,<�Ca1NE�c S�0 z GROUND FAULT INTERRUPTER – A GROUND FAULT INTERRUPTER SHALL BE PROVIDED ON ALL BRANCH CIRCUITS INVOLVED IN 9.i,ndeNWd 9 Sw°.msw �� 77959 E LIGHTING OR RECEPTACLE OUTLETS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE BY ELECTRICAL CONTRACTOR. QKxanewBAsencinteE v Meadow Spnnps Cpmmnady Church ALL ELECTRICAL WORK SHALL BE PREFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IS NOT THE RESPONSIBILITY OF Q Tlu ,.h VMIeY Flre THE POOL CONTRACTOR OR DESIGNER. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK AND LOCATIONS OF °'^a' w°� AR°°4Oe(TVF&R). � OREGON Q EQUIPMENT WITH POOL BUILDER PRIOR TO ROUGH IN. ""' ' 0 �► Lp� Ov ,.hv .e 6rch Q CMOs ,je ^ syln."mwna Wesrane Prap�es I �� Q�• Yg �SJpPnW�SnndwiMt's {gr Ol Sahflle , PIPING – ALL PIPING SHALL BE PVC AND SHALL BE NSF APPROVED. PIPING SHOWN IS SCHEMATIC. FIELD ADJUSTMENTS SHALL dlh` "AS0C10e6 �9P P nr the Nnnnwesl BE VERIFIED WITH ENGINEER AND GENERAL CONTRACTOR. Gnb Ha.r PeslaMh°n Center taMlniark FOM Lincdn0 SURrb"air aiM More9 e aMmerk fortl Lincoln - OLsndmerk Used HEATING SYSTEM – HEATING SYSTEM SHALL BE EQUIPPED WITH 18" CPVP ON BOTH SIDES OF THE HEATER, PLUS TWO HIGH E SeM,",,,"m,n,� Cer Center TEMPERATURE ASME RELIEF VALVES AT 50 PSI PLUMBED TO WITHIN 6" OF THE FLOOR. IScaercenkaQ T' slvfln"vmr ='a Eb,Ma:'" ADDITIONAL WORK BY OTHERS – FRESH WATER SUPPLY TO EQUIPMENT ROOM WITH PROPER BACK FLOW PREVENTION DEVICE IN AlHom Do991eDavccaar- GO"'igle i a F -- – – – – – – – – – – – – – – –LLL. – – – p�/1CIv�'D PLACE, GROUND FAULT INTERRUPTERS, VENTING FOR HEATERS AND SEWER LINES FOR BACK WASH OR DECK DRAINAGE, W:, p C•°rdDa.,: A siLLLI 1 l VC DECKING AND DRAINAGE. GENERAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. Map data©zol9Google Zoon AUG 27 2019 DECKING - LL BWATER REMOVAL THE POOL TIS DESIGNED E WITH WTO HAVE EL AND LWATER IGHT BROOM I AT AALL TIMES.GREMOVAL MINUS 2OF WATER% FROM COPING DRAINS.TO POOLRE AR OR 3 VICINITY MAP – N BUILDING DIVISION CLEANING SHALL OCCUR WHEN THE GROUND TABLE IS BELOW THE BOTTOM OF THE POOL. SP 1 SCALE: AS NOTED SIGNS – STATE AND FEDERAL HEALTH SIGNS ARE TO BE POSTED AT THE ENTRANCE OF THE POOL. 2 FLOOR PLA N SP1 SCALE: 1 " = 40'-0" 0 20' 40' 80' REGULATIONS – OPERATING INSTRUCTIONS ARE TO BE FURNISHED TO THE OWNER BY THE POOL CONTRACTOR, AND THE OWNER VALIDITY OF PERMIT MUST FOLLOW ALL CITY, COUNTY AND, STATE AND FEDERAL CODES AND LAWS GOVERNING THE USE AND OPERATION OF THE THE ISSUANCE OFA PERMIT POOL. BASED ON CONSTRUCTION i DOCUMENTS AND OTHER DRAWINGS – ALL DRAWINGS ARE SCHEMATIC CONTRACTOR SHALL COORDINATE WITH ACTUAL SITE MEASUREMENTS AND 1 2 3 4 DATA SHALL NOT PREVENT LOCATIONS. ALL MODIFICATIONS FROM THE PLANS SHALL BE APPROVED BY THE POOL DESIGNER, STRUCTURAL ENGINEER AND THE CODE OFFICIAL FROM LOCALREQUIRING THE CORRECTION �I — - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - I - - - - - - - - - � - - - - - - - - — — — — — —— DF–ERRORS. m I – _ W GENERAL NOTES: FSR ROOM 5'-0" 16'-0” 4'-0" 10'-7" 5'-6" FOR REFERENCE ONLY F054 W 1- MINIMUM CONCRETE STRENGTH: 3000 P.S.I.AT 28 DAYS GENERAL THICKNESS AND REINFORCING SCHEDULE I _ SEE ELECTRICAL PLANS 0 ASTM A 615 GRADE 60 ' -- — FRESH W TER 10'-0" Q N 2- REINFORCING: ASTM A-615 GRADE 60 R In s ) ` 'A'BARS 'B' BARS 'T'MIN. s ( , AUTO FILL 3- ALL POURED CONCRETE TO HAVE A MAXIMUM SLUMP OF 4". I _I 6"TO 2'-0" #3 AT 1'-0" - 6" -� --- ,�}� O 4- ALL GUNITE TO HAVE 0"TO 1"SLUMP. ��� z'-o^TO 3'-0^ #3 AT 1'-0" - 6" LIGHT d'I I LIGHT 'H' FRESH WATER 5- THIS DESIGN IS PROVIDED FOR THE"NAMED PROJECT"ONLY. 3'-0"TO 4'-0" #3 AT 1'-0" #3 AT 1'-0" 7" AUTO FILL 'O' D DESIGN IS NOT APPLICABLE TO OTHER LOCATIONS OR CONDITIONS. HANDRAILS k 4'-0"TO 5'-0" #3 AT V-0" #3 AT V-0" 8" VALVED' 6- 3'-3"DIMENSION IS MAXIMUM DIMENSION ALLOWED FOR GENERAL 5'-0"TO 6'-0" #3 AT V-0" #3 AT V-0" 9" 4,-0" „�� I-LO_ THICKNESS AND REINFORCING SCHEDULE TO BE USED. r HYDROSTATIC RELIEF _ 7- EXTEND BOTH'A'AND'B'BARS TO TOP OF POOL WALL WHEN SPECIFIC g'-7" POOL POOL THICKNESS AND REINFORCING SCHEDULE IS USED. b jS P!A EQUIP. 0'-7"X7'— HYDRO M N DRAIN MAIN DRAIN 'C' RECIRC MAIN DRAIN -- ----- W GRAB RAILS 'J' s 4 DEHY. O Q VLM � ' EQUIP. 3'- MIN / D OTHERS 12"CONCRETE DECK RETURN BY ENGINEERING + DESIGN POOL SIGNAGE a A F193 1 C g" (6)#3 BARS CONT. 3933 SW Kelly Avenue-Portland,Oregon 97239 ( HYDRO JET ' L 503.222.4453 w .vlmk.conn DEPTH MARKER 'w' F- #3@a"xza",za^o.c. o POOL SKIMMER 'e' ADA LIFT 'I' m o I • N 27'X1 61I — ao - - 'A'BARS(SEE SCHEDULES) 7'-10" - o I 15MIN. TIME 'm' M w EMERGENCY HUT OFF 'n' o'-s" v RETURN 'F' TRENCH DRAIN 'FO SPA SIGNAGE 't' CORRIDOR i REFERENCE ONLY 1 SEE PLUMBING P S VESTIBULE 197 1 003 NOTE: ( SKIMMER 'E' 1. PROVIDE SPECIFIED REINFORCING I 5 0 __ - AT SKIMMER. RELOCATE ABOVE OR BELOW AS REQUIRED. HANDRAILS 'I' " 3"CLEAR TYPICAL 2. HOLD ALL REINFORCING CLEAR OF I 10'-7PATIO STORAGE VESTIBULE FACE OF CONCRETE-TYPIPI CAL, I 053 004 . ISSUE DATE: #3 AT 12"O.C.TYP. �\ / Jv I DEPTH MARKERS 'W' ® 08-12-2019 'B'BARS(SEE SECHEDULES), � .r� a SET TYPE: EXTEND'B'BARS TO TOP OF rj ,O.FFICE, COPY HEALTH PERMIT c POOL WHEN SPECIFIC �4r/ •� _ CITY OF TIGAPD REVISIONS: THICKNESS AND REINFORCING � -- ' SCHEDULE IS USED. L71\ KING REVIEWED FOR CODE COMPLIANCE I 'T(SEE SCHEDULE) . ADA LIFT 'N' - _ - STAIR#1 STUDIO OZ'S l 0 n 160 105 J nn R 1 DRAWN BY: POOLAddress: n KENDAL P. a 050 P o s R L Suite 'L7 9 y �'�.� �� N 0-6 052 By: Date: ay. DESIGNED NDAL P. #3 AT 12"ON CENTER EACH WAY CHECKED BY: rn RICK DUSA (N O MKE JOB #: BL-5255 N 00 V-0" LAP ALL REINFORCING r-0"MINIMUM. TYPICAL POOL SITE PLAN zPOOL STRUCTURAL o� ILn TYPICAL WALL SECTION - TOP OF POOL AT GRADE H.5 L RY STATEMENT oSCALE: NOT TO SCALE THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE w Nn N FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS Y J 1 LAYOUT PLAN CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR ofCOMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF Imo'0 S P 1 SCALE: 1/4" = 1 '-0" 1--3 0 2' 4' 8' THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN of spi POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. -J .. a-x ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MIKE d ASSOCIATES, INC. CHEMICAL FEED SYSTEM 'o' NOTES: FLOW PROVIDE ELECTRICAL CONNECTION 1. MAINTAIN FULL PIPE SIZE UNLESS OTHERWISE NOTED. METER 'r' TO RECIRULATION PUMP TO SALINE SYSTEM SIGNAL WHEN NOT IN OPERATION 2. PROVIDE TRU–UNION ISOLATION VALVES OR FLANGES AT ALL EQUIPMENT. g, ALL VALVES 3" OR LARGER SHALL BE PVC BUTTERFLY VALVES. ALL VALVES 2-1/2" OR SMALLER SHALL BE TRU–UNION PVC BALL TYPE. SIGHT GLASS 'u' BUILDING 3. ALL CW PIPING INTO THE EQUIPMENT ROOM SHALL BE SUPPLIED AND INSTALLED BY PRIME PLUMBING CONTRACTOR. c o N S U LT I N o E N DI I N E E R S INTERIOR WALL MECHANICAL AND ELECTRICAL SYSTEMS PRESSURE VACUUM 4. NATURAL GAS PIPING AND FITTINGS, COMBUSTION AIR, VENTILATION AND EXHAUST SYSTEM BY MECHANICAL CONTRACTOR.FI GAUGE 'c' 6915 SW MACADAM AVE. 4.1 . AIR REQUIREMENTS FOR HEATER: FREE COMBUSTION AIR 1 SQ.INCH PER 2000 BTU LOCATED ABOVE DRAFT HOOD AT FLOOR LEVEL. SUITE 200 GAUGE 's' PI FI PORTLAND, OREGON 97219 PI 4.2. ADEQUATE VENTILATION SHALL BE PROVIDED TO MAINTAIN AIR QUALITY AND TO PROVEN MOISTURE BUILDUP IN INDOOR AREA. PHONE: 503.892.1188 2-1/2" PI FAX: 503.892.1 190 5. SECURE ALL PIPING OFF WALLS OR BRACKETED SUPPORTS OFF FLOOR WITH COATED UNISTRUTS. CONTACT...RICK DUSA C � � engineering�mke–inc.com C 6. ALL HARDWARE SHALL BE STAINLESS STEEL. RECIRCULATION 3 HYDRO AIR BLOWER 7• LIGHTING PROVIDED IN EQUIPMENT ROOM SHALL MEET CODE AND ARE BY ELECTRICAL CONTRACTOR. O PROF -"– – — — - 7.1. ALL ELECTRICAL EQUIPMENT, EQUIPMENT ROOM RECEPTACLES SHALL BE GFCI PROTECTED. AE E HEATER 'h' FILTER 'b' WER �� ` GINE ArcTj PUMP 'a' " PUMP 'z' PUMP ' 8, ALL CONSTRUCTION MATERIALS WITHIN THE EQUIPMENT ROOM SHALL BE IMPERVIOUS TO WATER AND CHEMICAL RESISTANT TO CONDITIONS NORMALLY STENER PUMP 'p' ENCOUNTERED WITH OPERATION OF A SWIMMING POOL OR SPA. 2 77959PE r MURATIC ACID _ - BACKWASH TO 9. EQUIPMENT ROOM DOOR SHALL BE LOCKABLE. EQUIPMENT ROOM TO BE ADEQUATELY VENTILATED FOR GAS BOILER. CITY SANITARY 'v' OREGON Q 10. ALL DOORS TO POOL AREA SHALL BE SELF CLOSING, LATCHING AND LOCKABLE. VALVE SKIMMER ." �Fij,GNF 02,2���1©v a LINE TO 28 GPMz 11. ALL WINDOWS SHALL BE SOLID PANELS AND DO NOT OPEN. a o O z 12. LOCATE ALL RETURNS 18 INCHES BELOW FULL WATER LEVEL ANGLED TOWARD SKIMMER ACROSS CREATING GOOD CIRCULATION. 3 z ° z < 0 _ =3w w = 0 13. POOL BUILDER SHALL SUBMIT DETAILED PHOTOS AND NOTES TAKEN DURING ALL PROCESSES OF CONSTRUCTION TO THE DESIGNER PRIOR TO COMPLETION OF A V) W w CONSTRUCTION REPORT OR SIGN OFF FORM THE ENVIRONMENTAL HEALTH DEPARTMENT. THIS INCLUDES, BUT NOT LIMITED TO THE FOLLOWING: N N Y N \ _ 13.1. PRE–GUNITE PHOTOS OF REBAR LAYOUT, STEPS, PIPING LAYOUT, DRAIN MANIFOLD LAYOUT AND THE LIKE. PHOTO SHALL HAVE A TAPE MEASURE SHOWING DIMENSIONS. FINAL CONSTRUCTION PHOTOS OF GENERAL POOL LAYOUT, MECHANICAL ROOM LAYOUT, DRAIN MANIFOLD LAYOUT, MAIN DRAIN SUMP FROM OUTLET PIPE TO GRATE COVER, MAIN DRAIN GRATE SUMP SIZE, STAIR HEIGHT AND WIDTH AND THE LIKE. PHOTO SHALL HAVE A TAPE MEASURE SHOWING DIMENSIONS. 2 SPA FLOW DIAGRAM 13.2. POOL BUILDER SHALL SUBMIT THE FOLLOWING DOCUMENTATION TO THE DESIGNER PRIOR TO COMPLETION OF A CONSTRUCTION REPORT OR SIGN OFF FORM S P 2 SCALE: NTS THE ENVIRONMENTAL HEALTH DEPARTMENT. CUT SHEETS OF ALL EQUIPMENT INSTALLED CLEARLY INDICATING MAKE AND MODEL NUMBER. EQUIPMENT SUBMITTALS SHALL INCLUDE BUT NOT LIMITED TO: FILTERS, EQUALIZER OUTLET COVERS, REMOTE WATER LEVEL CONTROLLER, PUMPS, DRAINS FRAME COVER 1 O AND SUMPS, HEATER AND THE LIKE. DETAILED REDLINED AS BUILT DRAWINGS SHOWING ALL DEVIATIONS OF PLANS. ALL INSPECTION REPORTS. 1 Ito 3450 RPM -- �- " "SKIMMER – -- _ __ 100 — 3 50 High Speed POOL DATA: • 2-1/2" MAIN DRAIN – ECIRCULATION 'C' — 2 HP High Speed DECK AREA 562 SQ. FT. • •• ••• 2" RETURN 'F' ' 90 -- 1 1/2 HP High Speed POOL AREA 400 SQ. FT. a POOL CAPACITY 12,800 GAL. 1 " FRESH WATER AUTO F LL '0' — 1 HP High Speed TURN OVER RATE 74 GPM 2" SKIMMER 'E' " 3 80 — 3/4 HP High Speed M - _ o — 1/2 HP High Speed TURN OVER TIME REQUIRED 6 HOURS – TURN OVER TIME DESIGNED 2.9 HOURS -- d 70 FILTER AREA REQUIRED 4.11 SQ. FT. — (''� 2" SKI a ti FILTER AREA DESIGNED 4.91 SQ. FT. W I 1" FRESH WATER E 60 RECIRCULATION RATE DESIGNED 74 GPM AUTO :ILL 'j' FSR ROOM RECIRCULATION RATE MAX. 100 GPM Q N RECIRCULATION RATE MIN. 35.6 GPM —j N • ••• –.1 _ 0 50 BATHER LOAD 16 PEOPLE O a r Oj E 0 u,v, ® 40 SPA DATA: T,U o Low Speed DECK AREA 554 SQ. FT. h g m 30 1750 RPM SPA AREA 75 SQ. FT. b G SPA CAPACITY 1,156 GAL. L0 0 TURN OVER RATE 74 GPM I- - 2-1/2"HYDROI _ 20 TURN OVER TIME REQUIRED 30 MIN. _ JETS 'c' – V 10 TURN OVER TIME DESIGNED 15.6 MIN. FILTER AREA REQUIRED 4.17 SQ. FT. (f� 2" RETURN 'i' POOL FILTER AREA DESIGNED 4.91 SQ. FT. Z W a EQUIP. 0L RECIRCULATION RATE DESIGNED 74 GPM 051 Q 0 10 20 30 40 50 60 70 80 9 100 110 120 130 140 150 160 170 180 RECIRCULATION RATE MAX. 100 GPM O Q E RECIRCULATION RATE MIN. 19.3 GPM ` ) Ec]U P. EII A Water Flow Rate i Gallons Per Minute BATHER LOAD 5 PEOPLE m — POOL I I 193 Y 1–POOL RECIRCULATION 1–SPA RECIRCULATION I c PENTAIR WHISPERFLO WEF-4 1 HP SPA EQUIPMENT LIST Z Q 2-1/2" MAIN DRAIN f : – RECIRCULATION 'f' el 1–SPA HYDROTHERAPY SYMBOL OTY. DESCRIPTION MANUF. CAT. NO. - 2" SKIMMER 'e' f a PENTAIR WHISPERFLO WEF-6 1 .5HP e a 1 WHISPERFLOWPUMP(1HP)RECIRC PENTAIR WFE-4 b 1 SAND FILTER (4.91 SOFT.) PENTAIR TR 100C L C 8 HYDRO- INLETS(1-112") SWIMQUIP 46540100 d 1 INTELIBRITE LIGHT (100W) PENTAIR 78415100 POOL EQUIPMENT LIST 1 LIGHT NICHE PENTAIR 78210400 VESTIBULE SYMBOL QTY. DESCRIPTION MANUF. CAT. NO. e 2 SKIMMER PENTAIR U-3 003 f 4 32"CHANNEL DRAIN FLATE GRATE AQUASTAR 32CDLTxxx A 1 WHISPERFLO PUMP(1HP) PENTAIR WFE-4 9 1 2" HYDROSTATIC RELIEF VALVE SWIMQUIP 07017-158 B 1 SAND FILTER(4.91 SQ. FT) PENTAIR TR 100C h 1 GAS HEATER(250,000 BTU) PENTAIR MASTER TEMP 250 Ell – C 2 32"CHANNEL DRAIN FLATE GRATE AQUASTAR 32CDLTxxx i 4 RETURN INLETS-WALL SWMQUIP 8434 Ll D 1 2"HYDROSTATIC RELIEF VALVE SWIMQUIP 07017-168 I 1 AUTOMATIC FILL MP INDUSTRIES MP-1953J PATIO E 2 SKIMMERS PENTAIR U-3 k 1 HAND RAIL(SS) S.R.SMITH STORAGE VES IBULE F 4 RETURN INLETS-WALL PENTAIR 542405 I 1 ADA LIFT AQUA CREEK RANGER 053 004 m 1 15 MIN.TIMER SWITCH INTERMAC FF15(BY ELETRICAL CONTR.) ISSUE DATE: G 1 GAS HEATER(250,000 BTU) PENTAIR MASTER TEMP 250 H 1 INTELIBRITE LIGHT(500" PENTAIR 601302 n 1 AUDIBLE EMERGENCY SHUT OFF BY ELECTRICAL CONTRACTOR 08-12-2019 1 LIGHT NICHE PENTAIR 78210400 0 1 CHEMICAL FEED CONTROL PENTAIR INTELICHEM 520970 SET TYPE: I 1 2 HAND RAIL(SS) S.R.SMITH 2 HR-5-065 p 1 STENER PUMP STENER FSPECCSHA HEALTH PERMIT J 1 GRAB RAIL(SS) S.R.SMITH q 1 SALT SYSTEM PENTAIR IC40 REVISIONS: CIA r --• � ••• ••• K 1 3"FLOW METER BLUE-WHITE F -300 r 1 3" FLOWMETER BLUE-WHITE F-300 L 2 PRESSURE GUAGE SWIMQUIP 33606-0003 s 2 PRESSURE GUAGE SWIMQUIP 33606-0003 M 2 VACUUM GUAGE SWIMQUIP 33600-0013 t 2 VACUUM GUAGE SWMQUIP 33600-0013 STAIR#1 N 1 ADA LIFT AQUA CREEK RANGER 1 BACK-FLOW PREVENT ER FEBCO (BY PLUMBING CONTRACTOR) 180 0 1 AUTOMATIC FILL MP INDUSTRIES MP-1953J U 1 BACKWASH SIGHT GLASS DRAWN BY: KENDAL P. Q 1 CHEMICAL FEED CONTROL PENTAIR INTELICHEM 520970 v 1 BACKWASH TO CITY SANITARY WITH 6"AIR GAP DEPTH MARKERS ALSO ON DECK DESIGNED BY: CL POOL R 1 SALINE SYSTEM PENTAIR IC40 w KENDAL P. �r p RR S 1 STENER PUMP STENER FSPECCSHA 1 THERMOMETER RAINBOW 129 c�i p 052 T 1 BACKWASH SIGHT GLASS 1 RING BUOY AND 30FT. ROPE POOLMASTER 553 CHECKED DDU BY:. rn _ U 1 BACKWASH TO CITY SANITARY WITH 6"AIR GAP 1 BODY HOOK W/12FT.POLE RAINBOW 153 MKE JOB #: V 1 FLOOR DRAIN 1 VACUUM SET COMPLETE HAYWARD SP-1069DL N BL-5255 ccv O W DEPTH MARKERS ALSO ON DECK x 1 SIGNAGE PER OAR 333-060-0180 00 X 1 SIGNAGE PER OAR 333-060-0215 y 1 HYDRO JET AIR BLOWER-2HP PENTAIR PIPING PLAN Z 1 WHISPERFLOWPUMP(1.5HP)HYDRO PENTAIR WFE-6 SPA FLOW DIAGRAM oa EQUIPMENT LIST ao I PROPRIETARY STATEMENT 04 a THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE ?0 LLAYOUT PLAN FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS Y� SP2 SCALE: 1/4" = 1 '-0" CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR SP2 m 0 2 4 8' COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF 0 3 THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN of POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. J .. CL X ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE h ASSOCIATES, INC. 6" F.P. NON-SLIP TILE STAINLESS STEEL CENTER LINE RAIL DEPTH MARKER - ALSO STAINLESS STEEL CENTER LINE RAIL ON DECK WATER LEVEL MIRROR FINISH 1.90"X.065" WALL MIRROR FINISH 1.90"X.065" WALL BRICK BULLNOSE INSTALLED PER MANUFACTURES INSTALLED PER MANUFACTURES WATER LEVEL I 6 F.P. CERAMIC COPING INSTRUCTIONS & PER LOCAL CODES INSTRUCTIONS & PER LOCAL CODES 4'-7" TILE C CI N 811 LT I N G ENGINEERS WHITE PRECAST GRAB RAILS MASTIC JOINT MECHANICAL AND ELECTRICAL SYSTEMS COPING 6" F.P. NON-SLIP TILE 6" F.P. CERAMIC 6915 SW MACADAM AVE. DEPTH MARKER - ALSO WHITE PRECAST SUITE 200 o ON DECK COPING o TILE PORTLAND, OREGON 97219 2% SLOPE 2% SLOPE 2% SLOPE 3•, 2% SLOPE P FAOX:E 503.892 1190 8 ,. 6 6" F.P. CERAMIC TILE CONTACT...RICK DUSA 1M engineering®mke—inacom 9• is" INTERIOR FINISH a 2" WHITE MARBELITE n �4ED PRoFFiS MASTIC JOINT R1'-�" P Rt'-O" ° ��� �yyGINF�9 sio� INTERIOR FINISH 9 e R1'-9" WHITE MARBELITE 77959PE f 2" BULL NOSE, NON-SLIP, 12-0. 4 -0" (4)RISERS ® 11.75" EACH ° ° ✓� L< F.P. CERAMIC TILE. TYP. EACH CHANNEL MAIN DRAIN 16'-�" WYATERLINE TREAD AND BENCH EDGE. tP v OREGON .� p COLOR TO BE DETERMINED MAIN DRAIN RECIRCULATION SKIMMER SKIMMER ° THROAT LINED �� 02,P CSO TO EQUIPMENT ROOM ASSEMBLY �'. (4)RISERS ® 12' EACH LOCATED EQUALLY BETWEEN WITH 6" SQ.F.P. �M C. 3'-6" 18'-6" 5'-0" BOTH MAIN DRAINS TO EQUIPMENT r CERAMIC TILE ROOM. SIZE PER HYDRO STATIC PIPING PLANS 27'-0" RELIEF VALVE a EQUALIZER LINE CAPPED a ` NOT FOR USE o° ° POOL LONGITUDINAL SECTION 2 POOL SHALLOW END TRANSVERSE SECTION 3 SKIMMER DETAIL SP3 SCALE: 1/4" = t '-O" 0 2, 4' 8' SP3 SCALE: 1/4" = 1 '-0" 0 2' 4' 8' SP3 SCALE: 1/4" = 1 '-O" 0 2' 4' 8' STAINLESS STEEL CENTER LINE RAIL STAINLESS STEEL CENTER LINE RAIL 6" F.P. NON-SLIP TILE 6" F.P. NON-SLIP TILE MIRROR FINISH 1 .90"X.065" WALL DEPTH MARKER - ALSO DEPTH MARKER - ALSO INSTALLED PER MANUFACTURES 6" F.P. NON-SLIP TILE MIRROR FINISH 1.90"X.065" WALL ON DECK ON DECK INSTRUCTIONS & PER LOCAL CODES DEPTH MARKER - ALSO INSTALLED PER MANUFACTURES BRICK BULLNOSE WHITE PRECAST ON DECK INSTRUCTIONS & PER LOCAL CODES WATER LEVEL WATER LEVEL COPING 4'-6" WATER LEVEL WHITE PRECAST �� COPING COPING C� MASTIC JOINT 6 F.P. CERAMIC 6" F.P. CERAMIC Lz TILE 6" F.P. CERAMIC o TILE I o 2X SLOPE 2% SLOPE 3" 2% SLOPE 2% SLOPE 3" n 3" 2X SLOPE O r n > 1 l z VJ N ° -� Q C\1 M O N I M 0 "� MASTIC JOINT O O I MASTIC JOINT � INTERIOR FINISH 2" BULL NOSE, NON-SLIP, INTERIOR FINISH 2" BULL NOSE NON-SLIP, INTERIOR FINISH WHITE MARBELITE F.P. CERAMIC TILE. TYP. EACH WHITE MARBELITE TREAD AND BENCH EDGE. A F.P. CERAMIC TILE. TYP. EACH z WHITE MARBELITETREAD AND BENCH EDGE. COLOR TO BE DETERMINED CHANNEL MAIN DRAIN COLOR TO BE DETERMINED z O (4)RISERS ® 10.4" EACH CHANNEL MAIN DRAIN _ HYDRO STATIC ' (4)RISERS ® 10.4" EACH CHANNEL MAIN DRAIN RELIEF VALVE RELIEF VALVE 18" 2" O" 2" 2'-D" 3'-6" HYDRO STATIC z WV) E) 5'-D" 5'-0" TO EQUIPMENT ROOM 18" '-7" 2'-6" 18" MAIN DRAIN RECIRCULATION MAIN DRAIN RECIRCULATION 10'-7" MAIN DRAIN RECIRCULATION -1" TO EQUIPMENT ROOM TO EQUIPMENT ROOM O O O� Q 6'-0" LOCATED EQUALLY BETWEEN LOCATED EQUALLY BETWEEN -I BOTH MAIN DRAINS BOTH MAIN DRAINS LOCATED EQUALLY BETWEEN BOTH MAIN DRAINS O HYDRO STATIC n (— RELIEF VALVE 5 SPA LONGITUDINAL SECTION s SPA TRANSVERSE SECTION Q 4 POOL DEEP END TRANSVERSE SECTION SP3 SCALE: 1/4" = 1 '-O" 0 2' 4' s' SP3 SCALE: 1/4" = l '-O" 0 2' 4' s' O SP3 SCALE: 1/4" = 1 '-0" 0 2' 4' 8' CHEMICAL FEED SYSTEM 'Q' MAIN DRAIN OUTLET COVER FLOW PROVIDE ELECTRICAL CONNECTION SEE EQUIPMENT LIST METER 'K' TO RECIRULATION PUMP TO SUMP PER SALINE SYSTEM SIGNAL WHEN NOT IN OPERATION EQUIPMENT LIST POOL FLOOR T SIGHT GLASS 'T' BUILDING . .- , : • .• .• -, INTERIOR WALL VACUUM PRESSURE FI GAUGE 'M' GAUGE 'L' PI FI ISSUE DATE: 08-12-2019 PI 2-1/2" SET TYPE: • I I oPm p - - - — — — — — — — HEALTH PERMIT �° °$ °$°d a• i 8° SUCTION LINE PER PIPING PLAN C i REVISIONS: 0881:°8° ; 8 '$b STAINLESS STEEL GRAB RAIL (� HYDRO STATIC RELIEF MIRROR FINISH as o8 °' ) 8 °B o ° HEATER 'G' FILTER 'B' RECIRCULATION 8 a° °a�o> 8 °8'� 8 24" x 24" GRAVEL SUMP. a 4$ RUN 8" x 8 ' DRAINS TO PUMP 'A' It a8 8 8�$°8° Sg AL W T„ SPOTS. FILL STENER PUMP 'S' DRAWN BY: a8 ao $° 8 , as Se W 3 4 GRAVEL WRAPPED a, I FIC ER FABRIC MURATIC ACID KENDAL P. o Mp 6" RAD. BACKWASH TO DESIGNED BY: 7 HYDRO STATIC RELIEF DETAIL CITY SANITARY 'U' KENDAL P. 12 1 2" CANTILEVERED DECK COPING SP3 SCALE: 1/4" = 1 '-0" 0 2' 4' 8' CHECKED BY: VALVE SKIMMER iv RICK DUSA o a LINE TO 28 GPM z MKE JOB #: ne w 4 BL-5255 N Q O 24• 3 z w `` 00 Z POOL & SPA SECTIONS z N W W m m POOL FLOW DIAGRAMS OTe S2 04� N N In N PROPRIETARY STATEMENT DETAILS 0-C-4 I J1n N N N o Lo THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE Z,N FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS Lo Y--I 8 GRAB RAIL DETAIL CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR 6 m S P 3 SCALE: 1/4" = 1 '-O" 0 2' 4' 8' S P 3 POOL FLOW DIAGRAM COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF SCALE: NTS THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN SP3 POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. of I - ax ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE t ASSOCIATES, INC.