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Plans (2) BUP2019 -00233 2nN3AV 41 69 MS Goy .gle Maps 11769 SW 69th Ave RECEIVED SPECIFICATIONS: — — — — AUG 22 2019 EXCAVATION - THE SUBGRADE OF THE SWIMMING POOL SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95Y T-99 °bwa> ° CITY OF TIGARD r K,Iom' . 0 '+. QPumic Emd9yaea ® C EIN S U LT I N G ENGINEERS Dregon Educatmn R t emem OF RELATIVE MAXIMUM DENSITY. ANY SOFT OR UNSTABLE SUB GRADE MATERIALS ARE TO BE REMOVED AND BACKFILLED WITH ® Nerba,y AaaaalafdnP 17 V = BUILDING DIVISION MECHANICAL AND ELECTRICAL SYSTEMS CRUSHED ROCK AND COMPACTED TO THE REQUIRED DENSITY. -',in W.V,iule Dianne 9 4Gymnaahca aegnnMed"alv - 6915 SW MACADAM AVE. r;p,ta�MQ Fvawavpna r REINFORCED STEEL - STANDARD DEFORMED BARS, INTERMEDIATE GRADE, FREE OF RUST AND DIRT, SHALL BE PROPERLYkep : — — � SUITE 200 POSITIONED AND TIED IN PLACE WITH STAGGERED SPLICES. LAP 40 BAR DIAMETERS. SEE REINFORCIWG SCHEDULE. , • a PORTLAND, OREGON 97219 w IM•r o axaaw.s a aw s PHONE: 503.892.1188 IGdbOosea f PBCIhC N.nhweu V ® e ®N Dat , nseCoalnm.eGarde"�"mesas 4 — — FAX: 503.892.1190 GUNITE - MINIMUM WALL THICKNESS 6„ , THROUGH COVES 6"; 1:4 MIX, 7 SACK, ULTIMATE STRENGTH 3,000 PSI AT 28 DAYS. V a 0 AW" mene © A - sw°,L,izm Regal T,Wd i Cpirm,.oeurc...m,ates i CONTACT...RICK DUSA Fiord!lmomeP ° Ridlam Healdi Therapy AP, INSULATION - THERE SHALL BE A MINIMUM OF R-12 INSULATION AROUND THE SIDES AND BOTTOM OF THE SPA PER A 0 .� V engineeringOmke-ine.com WASHINGTON STATE ENERGY CODE SECTION C404.10.3. „ wamws wa„.A ” 3 Mountain Pacific New Vibe Trainin d LU t y y / Machinery , 6, P P s / rnBONDING - POOL FIXTURES, PIPING SYSTEMS, REINFORCING STEEL, CONDUIT, AND OTHER APPURTENANCES TO THE POOL SHALL QWinC9F9oda i iBE BONDED AND CONFORM TO ALL PROVISIONS AS SET FORTH IN THE NATIONAL ELECTRIC CODE ART .680 SWIMMING POOLS tuber Rudeopra f 69SgdM1weat 6 o z PED PROt69IM1 Avenue �Aasocla o OaMAI ' Sb aanMwa �a /FOR 1987 N.B.F.U. N0. 70. BY OWNER. CerdhomcsATMGROUND FAULT INTERRUPTER - A GROUND FAULT INTERRUPTER SHALL BE PROVIDED ON ALL BRANCH CIRCUITS INVOLVED IN 0 we ",s aw�4 awew,w ° g - 79 9PELIGHTING OR RECEPTACLE OUTLETS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE BY ELECTRICAL CONTRACTOR. j I I lj 71 OR ahawKAaan;a,ea^ Meadow Sgi,gsCommunity Church ALL ELECTRICAL WORK SHALL BE PREFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IS NOT THE RESPONSIBILITY OF „ Q TualmMVaileyF,re - ® OREGON . QTHE POOL CONTRACTOR OR DESIGNER. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK AND LOCATIONS OF �i^°'ar aeaBR acus mF6R)EQUIPMENT WITH POOL BUILDER PRIOR TO ROUGH IN. o°e: creenalp, WeinorleRpPaniea —� �� 1 �� NE02 WhCh W O Sween"..© ©SUP.mrSandwiches DrS[hellePIPING - ALL PIPING SHALL BE PVC AND SHALL BE NSF APPROVED. PIPING SHOWN IS SCHEMATIC. FIELD ADJUSTMENTS SHALL 64 o�e'NoArw;;.Ie5 9 17 awaaw••a C.BE VERIFIED WITH ENGINEER AND GENERAL CONTRACTOR. °abelHai, V Festorafn Cerner Landmark Ford L;nodnSuperb HaU and More e`„ Landmerx Ford Lincoln QL+^dmarkUsed — — — — — HEATING SYSTEM - HEATING SYSTEM SHALL BE EQUIPPED WITH 18 CPVP ON BOTH SIDES OF THE HEATER, PLUS TWO HIGH f SeWkeDepaoment0 Car Ce er N TEMPERATURE ASME RELIEF VALVES AT 50 PSI PLUMBED TO WITHIN 6” OF THE FLOOR. Supercenle, � aw Ek"tu”s sw aa�n::,as � ADDITIONAL WORK BY OTHERS - FRESH WATER SUPPLY TO EQUIPMENT ROOM WITH PROPER BACK FLOW PREVENTION DEVICE IN At Home Done Dayeare Google __ _ _ _ ;- PLACE, GROUND FAULT INTERRUPTERS, VENTING FOR HEATERS AND SEWER LINES FOR BACK WASH OR DECK DRAINAGE, KeyWaynp V - �FoldPuma s ❑i❑ DECKING AND DRAINAGE. GENERAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. Map data 02019 Google 200th I I DECKING - SHALL BE CONCRETE WITH TROWEL AND LIGHT BROOM FINISH, SLOPING MINUS 2Y FROM COPING TO DRAINS. WATER REMOVAL - THE POOL IS DESIGNED TO HAVE WATER IN IT AT ALL TIMES. REMOVAL OF WATER FOR POOL REPAIR OR 3 VICINITY M A P CLEANING SHALL OCCUR WHEN THE GROUND TABLE IS BELOW THE BOTTOM OF THE POOL. SP 1 SCALE: AS NOTED N VALIDITY OF PERMIT SIGNS - STATE AND FEDERAL HEALTH SIGNS ARE TO BE POSTED AT THE ENTRANCE OF THE POOL. Z FLOOR PLAN THE ISSUANCE OF A PERMIT SCALE: 1" = 40'-0" BASED ON CONSTRUCTION S P 1 0 20' 40' 80' DOCUMENTS AND OTHER REGULATIONS - OPERATING INSTRUCTIONS ARE TO BE FURNISHED TO THE OWNER BY THE POOL CONTRACTOR, AND THE OWNER DATA SHALL NOT PREVENT MUST FOLLOW ALL CITY, COUNTY AND, STATE AND FEDERAL CODES AND LAWS GOVERNING THE USE AND OPERATION OF THE 0 THE CODE OFFICIAL FROM POOL. REQUIRING THE CORRECTION DRAWINGS - ALL DRAWINGS ARE SCHEMATIC CONTRACTOR SHALL COORDINATE WITH ACTUAL SITE MEASUREMENTS AND 1 OZ 3 4 OF ERRORS. OSSC 105.4 LOCATIONS. ALL MODIFICATIONS FROM THE PLANS SHALL BE APPROVED BY THE POOL DESIGNER, STRUCTURAL ENGINEER AND LOCAL JURISDICTIONS PRIOR TO BEING BUILT. - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - — / n — I— GENERAL NOTES: FSR ROOM — 5'-0" 16'-0" 4'-0" 10'-7" 5'-6" FOR REF RENCE ONLY 054 W GENERAL THICKNESS AND REINFORCING SCHEDULE I SEE ELECTRICAL PLANS / /'� > 1- MINIMUM CONCRETE STRENGTH: 3000 P.S.I.AT 28 DAYS ` o V / ASTM A 615 GRADE 60 - - - - - - - _ 10'-0" ` V 2- REINFORCING: ASTM A-615 GRADE 60 ,R, _ �Lo ) FRESH W TER _ Q 'A'BARS 'B'BARS 'T MIN. L ;I I ` V 3- ALL POURED CONCRETE TO HAVE A MAXIMUM SLUMP OF 4". I s 3 i II AUTO FIL ' ' _ O 6"TO 2'-O" #3 AT V-0" - 6' , -- 4- ALL GUNITE TO HAVE 0"TO 1"SLUMP. LIGHT d a ��� -- 2'-o"T03'-o^ #3 AT 1'-o" - 6" I LIGHT 'H'—/ FRESH WATERI o r 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 '01--\-, HANDRAIL 'k' DESIGN IS NOT APPLICABLE TO OTHER LOCATIONS OR CONDITIONS. 4'-0"TO 5'-0" #3 AT 1'-0" #3 AT 1'-0" Be" -- 6- 3'-3"DIMENSION IS MAXIMUM DIMENSION ALLOWED FOR GENERAL 5'-O"TO 6'-0" #3 AT V-0" #3 AT V-0" 9" HYDROSTATIC RELIEF VALVE 'D' -- "�I = t 4'-0" ��o THICKNESS AND REINFORCING SCHEDULE TO BE USED. _____.__ ® z O 7- EXTEND BOTH'A'AND'B'BARS TO TOP OF POOL WALL WHEN SPECIFIC I g'_y^ POOL POOL THICKNESS AND REINFORCING SCHEDULE IS USED. SPADo EQUIP. h 10'-7"X7'-1 " HYDRO MAIN DRAIN W MAIN DRAIN 'C' RECIRC M N DRAIN ' VLMK I GRAB RAILS 'J' 1 � DEHY. ) '°o _ RETURN 'I EQUIP. 0 3'- " MIN. � r� CONCRETE DECK I I _ �J BY OTHERS 12" POOL SIGNAGE 'X' (7'- 3"CLEAR I 193 ' n m ENGINEERING + DESIGN LL 8• (6)#3 BARS CONT. 3933 SW Kelly Avenue-Portland,Oregon 97239 I[ HYDRO JET C' x- 503.222.4453 www.vlmk.com DEPTH MARKER 'w' #3 @ 8"x 24",z4.O.C. I b POOL I SKIMMER 'e' ADA LIFT 'I' N 27'x16' FFICE COPY = 'A'BARS(SEE SCHEDULES) LLI I - _ _-__ __ _. _ --- - ---_. _ 10" , e __ _ OP TIGARD °z CL I 15MIN. TIME m - W EMERGENCY HUT OFF n 8-8" REVUMVEDD,FO'R CODE COMPLIANCE 0'-s" v RETURN 'F' I SPA SIGNAGE 't' TRENCH DRAIN FO CORRIDOR OTCs [ py REFERENCE ON Y VESTIBULE 197 Permit#t CO SEE PLUMBING PLANS Addms: v I suite#1 _ 5', 0" SKIMMER 'E' NOTE: 1. PROVIDE SPECIFIED REINFORCING K — -- - --- --- ---- - -- - ------ ---- -- - _ ate. - AT SKIMMER. RELOCATE ABOVE OR 11 ---- - - _- - .-' • BELOW AS REQUIRED. < HANDRAILS I I ' TYPICAL 2. HOLD ALL REINFORCING 3"CLEAR OF I 10'-7" PATIO STORAGE VES IBULE FACE OF CONCRETE-TYPICAL. 7, I —r— I I 053 004 ISSUE DATE: #3 AT 12"O.C.TYP. I I - DEPTH MARKERS 'w' SPECIAL INSPECTION REQUIRED D8-12-2019 4 4v 1 I © State of Oregon Structural Specialty Code O �" a 'B'BARS(SEE SECHEDULES), k v�4' I ConcrIlle and Reinforcing Steel SET TYPE: EXTEND'B'BARS TO TOP OF I I HEALTH PERMIT POOL WHEN SPECIFIC �, - Bogs Instated In Concrete THICKNESS AND REINFORCING SCHEDULE IS USED. I ETI\— ADA ❑ Special Moment-ROSisting Concrete FrameREVISIONS: `T(SEE SCHEDULE) Rei',tordng Steel b PresUessing Steel Tendons LIFT 'N' KING STAIR#1 STUDIO ❑ Structural Welding m M p180 105 ❑ High-Strangrlt Bolting DRAWN BY: POOLb POOL ED structural Masonry KENDAL P. 0- 050 RR ❑ Reinforced Gypsum COncnte DESIGNED BY: a) 0'-6" •e KENDAL P. a) 052 [3insulating Concrete Fill #3 AT 12"ON CENTER CHECKED BY: H WAY [3 spray Applied Fire-Resistive MaMriN8 RICK DUSA 0 O [3Pil'mgs,Drilled Piers and Caissons MIKE JOB #: N N ' EAC O\ IAP ALL REINFORCING C I ❑ Shotcrete BL-5255 1'-0"MINIMUM. TYPICAL I ❑ Special Grading, cxravation and FNNnp POOL SITE PLAN zSmoke-Control Systems POOL STRUCTURAL IL JIn - Inspections - _ 5 11 a� TYPICAL WALL SECTION TOP OF POOL AT GRADE L _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ _ _ _ _ _ _ - o SCALE:NOT To SCALE THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE w 04 N FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS Y J 1 LAYOUT PLAN CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR 0° COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF Lj0 SP1 of SCALE: 1/4" = 1'-0" k—3. 0 2' 4' 8' THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN spi POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. 0-x ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MIKE k ASSOCIATES. INC. CHEMICAL FEED SYSTEM 'o' NOTES: FLOW PROVIDE ELECTRICAL CONNECTION 1. MAINTAIN FULL PIPE SIZE UNLESS OTHERWISE NOTED. FF METER 'r' TO RECIRULATION PUMP TO LINE SYSTEM SIGNAL WHEN NOT IN OPERATION 2. PROVIDE TRU-UNION ISOLATION VALVES OR FLANGES AT ALL EQUIPMENT. SALINE ALL VALVES 3" OR LARGER SHALL BE PVC BUTTERFLY VALVES. ALL VALVES 2-1/2" OR SMALLER SHALL BE TRU-UNION PVC BALL TYPE. I 721wj: mw SIGHT GLASS 'u' MKE 6 ASSOCIATES , INC . 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 ENGINEERS INTERIOR WALL MECHANICAL AND ELECTRICAL SYSTEMS VACUUM 4. NATURAL GAS PIPING AND FITTINGS, COMBUSTION AIR, VENTILATION AND EXHAUST SYSTEM BY MECHANICAL CONTRACTOR. 6915 SW MACADAM AVE. PRESSURE FI GAUGE 'c' 4.1. AIR REQUIREMENTS FOR HEATER: FREE COMBUSTION AIR 1SQ.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 I2-1/2" PI FAX: 503.892.1 190 all- - — — — — — — — — — — — — 5. SECURE ALL PIPING OFF WALLS OR BRACKETED SUPPORTS OFF FLOOR WITH COATED UNISTRUTS. CONTACT...RICK DUSA C engineering@mke—inc.com C I 6. ALL HARDWARE SHALL BE STAINLESS STEEL. 7. LIGHTING PROVIDED IN EQUIPMENT ROOM SHALL MEET CODE AND ARE BY ELECTRICAL CONTRACTOR. Q PRO HEATER 'h F — TER 'b' _ 7.1. ALL ELECTRICAL EQUIPMENT, EQUIPMENT ROOM RECEPTACLES SHALL BE GFCI PROTECTED. (�� E ' FIL RECIRCULATION ,� HYDRO AIR BLOWER GiNE. PUMP 'a' 3 PUMP 'z' PUMP 'Y' 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. 95 MURATIC ACID E 9( BACKWASH TO 9. EQUIPMENT ROOM DOOR SHALL BE LOCKABLE. EQUIPMENT ROOM TO BE ADEQUATELY VENTILATED FOR GAS BOILER. CITY SANITARY 'v' 10. ALL DOORS TO POOL AREA SHALL BE SELF CLOSING, LATCHING AND LOCKABLE. 0REGON1� O VALVE SKIMMER v 9F�GNlC 02,2 a� a LINE TO 28 GPM z r 11. ALL WINDOWS SHALL BE SOLID PANELS AND DO NOT OPEN. OqN C. PQ' a m 0 z_ 12. LOCATE ALL RETURNS 18 INCHES BELOW FULL WATER LEVEL ANGLED TOWARD SKIMMER ACROSS CREATING GOOD CIRCULATION. 0 _ w m w m 0 13. POOL BUILDER SHALL SUBMIT DETAILED PHOTOS AND NOTES TAKEN DURING ALL PROCESSES OF CONSTRUCTION TO THE DESIGNER PRIOR TO COMPLETION OF A w w m mm w CONSTRUCTION REPORT OR SIGN OFF FORM THE ENVIRONMENTAL HEALTH DEPARTMENT. THIS INCLUDES, BUT NOT LIMITED TO THE FOLLOWING: a V) \ U) \ 13.1. PRE-GUNITE PHOTOS OF REBAR LAYOUT, STEPS, PIPING LAYOUT, DRAIN MANIFOLD LAYOUT AND THE LIKE. PHOTO SHALL HAVE A TAPE MEASURE SHOWING iv a iv ry M o 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 SP2 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 i O A AND SUMPS, HEATER AND THE LIKE. DETAILED REDLINED AS BUILT DRAWINGS SHOWING ALL DEVIATIONS OF PLANS. ALL INSPECTION REPORTS. `F 110 3450 RPM 10a POOL DATA: - - -SKIMMER 'E' - -- — 3 HP High Speed DECK AREA 562 SQ. FT. • 2-1/2" MAIN DRAIN - ECIRCULATION 'C' — 2HP High Speed POOL AREA 400 SQ. FT. •• ••• ••• ••• 2" RETURN 'F' 6. 90 — 1 1/2 HP High Speed ar POOL CAPACITY 12,800 GAL. • 1" FRESH WATER AUTO F LL '0' — 1 HP High Speed 2" SKIMMER 'E' 3 80 — 3/4 HP High Speed TURN OVER RATE 74 GPM " _ a — 1/2 H OVER TIME REQUIRED6 HOURS Lij TUR -_ - - 70 d A I SQUIRED NED 4.11 HOURS FT. P High Spee N TURN OVER — _. FILTER ARE 2" SKI a Ei FILTER AREA DESIGNED 4.91 SQ. FT. j 1" FRESH WATER 60 RECIRCULATION RATE DESIGNED 74 GPM AUTO ILL 'j' FSR ROOM m RECIRCULATION RATE MAX. 100 GPM U Q N 054 0 50 RECIRCULATION RATE MIN. 35.6 GPM (� ... ... ( } u BATHER LOAD 16 PEOPLE O s' t 0,1 E 0 0 It c 40 SPA DATA F— T,U� G Low Speed DECK AREA 554 SQ. FT. m h B 30 1750 RPM SPA AREA 75 SQ. FT. b G F SPA CAPACITY 1,156 GAL. TURN OVER RATE 74 GPM 0 _ — 2-1/2"HYDRO 20 - TURN OVER TIME REQUIRED 30 MIN JETS 'c' y TURN OVER TIME DESIGNED 15.6 MIN. 2" RETURN 'i' 10 FILTER AREA REQUIRED 4.17 SQ. FT. (f� POOL FILTER AREA DESIGNED 4.91 SQ. FT. Z LJ EQUIP. 0 RECIRCULATION RATE DESIGNED 74 GPM 051 Q 0 10 20 30150 60 70 80 9 100 110 120 130 140 150 160 170 180 RECIRCULATION RATE MAX. 100 GPM O � Q E ty IT DEHY. G91140'c Water Flow Rate i Gallons Per Minute RECIRCULATION RATE MIN. 19.3 GPM EQUIP. EBATHER LOAD 5 PEOPLE m POOL I I fit 193 Y 1-POOL RECIRCULATION 050 1-SPA RECIRCULATION U a z PENTAIR WHISPERFLO WEF-4 1 HP SPA EQUIPMENT LIST 2-1/2" MAIN DRAIN f , RECIRCULATION 'f' a 1-SPA HYDROTHERAPY SYMBOL QTY. DESCRIPTION MANUF. CAT. NO. 2" SKIMMER 'e' f a PENTAIR WHISPERFLO WEF-6 1.5HP I I ell a 1 WHISPERFLOW PUMP(1HP)RECIRC PENTAIR WFE-4 n b 1 SAND FILTER(4.91 SQ.FTJ PENTAIR TR 100C L C 8 HYDRO-INLETS(1-112") SWIMQUIP 46540100 d 1 INTELIBRITE LIGHT(100" PENTAIR 78415100 VESTIBULE POOL EQUIPMENT LIST 1 LIGHT NICHE PENTAIR 78210400 SYMBOL QTY. DESCRIPTION MANUF. CAT. N0. 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 C 2 32"CHANNEL DRAIN FLATE GRATE AQUASTAR 32CDLTxxx i 4 RETURN INLETS-WALL SWIMQUIP 8434 \� D 1 2"HYDROSTATIC RELIEF VALVE SWIMQUIP 07017-168 1 1 AUTOMATIC FILL MP INDUSTRIES MP-1953J PATIO E 2 SKIMMERS PENTAIR U-3 k 1 HAND RAIL(SS) S.R.SMITH STORAGE VESTIBULE F 4 RETURN INLETS-WALL PENTAIR 542405 I 1 ADA LIFT AQUA CREEK RANGER 053 004 G 1 GAS HEATER(250,000 BTU) PENTAIR MASTER TEMP 250 m 1 15 MIN.TIMER SWITCH INTERMAC FF15(BY ELETRICAL CONTR.) ISSUE DATE: 19 H 1 INTELIBRITE LIGHT(500W) PENTAIR 601302 n 1 AUDIBLE EMERGENCY SHUT OFF BY ELECTRICAL CONTRACTOR OS-12-20: ® 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 f J 1 GRAB RAIL(SS) S.R.SMITH q 1 SALT SYSTEM PENTAIR IC40 REVISIONS: •• ... K 1 3"FLOW METER BLUE-WHITE F-300 r 1 T FLOW METER 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 SWIMQUIP 33600-0013 STAIR#1 N 1 ADA LIFT AQUACREEK RANGER 1 BACK-FLOWPREVENTER FEBCO (BY PLUMBING CONTRACTOR) 180 0 1 AUTOMATIC FILL MP INDUSTRIES MP-1953J U 1 BACKWASH SIGHT GLASS DRAWN BY: F1 Q 1 CHEMICAL FEED CONTROL PENTAIR INTELICHEM 520970 v 1 BACKWASH TO CITY SANITARY WTH 6"AIR GAP KENDAL P. - POOL DESIGNED BY: R 1 SALINE SYSTEM PENTAIR C40 w DEPTH MARKERS ALSO ON DECK RR S 1 STENER PUMP STENER FSPECCSHA 1 THERMOMETER RAINBOW 129 KENDAL P. c l 052 T 1 BACKWASH SIGHT GLASS 1 RING BUOY AND 30FT.ROPE POOLMASTER 553 CHECKED BY: RICK DUSA 0) U 1 BACKWASH TO CITY SANITARY WITH 6"AIR GAP 1 BODY HOOK W112FT.POLE RAINBOW 153 04 V 1 FLOOR DRAIN 1 VACUUM SET COMPLETE HAYWARD SP-1069DL MKE JOB #: ON BL-5255 W DEPTH MARKERS ALSO ON DECK x 1 SIGNAGE PER OAR 333-060-0180 N X 1 SIGNAGE PER OAR 333-060-0215 y 1 HYDRO JET AIR BLOWER-2HP PENTAIR PIPING PLAN Z N z 1 WHISPERFLOWPUMP(1.5HP) HYDRO PENTAIR WFE-6 SPA FLOW DIAGRAM oN EQUIPMENT LIST a� - - PROPRIETARY STATEMENT I L o� H,S - THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE W N LAYOUT PLAN FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS to Y SP2 SCALE: 1/4" = 1 '-0" 0 2' 4' 8' CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR m COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF mSP2 W 3m m THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN moi POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. J „ ax ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF NKE h ASSOCIATES, INC. 6" F.P. NON-SLIP TILE STAINLESS STEEL CENTER LINE RAIL DEPTH MARKER - ALSO STAINLESS STEEL CENTER LINE RAIL MIRROR FINISH 1.90"X.065" WALL ON DECK MIRROR FINISH 1.90"X.065" WALL WATER LEVEL BRICK BULLNOSE INSTALLED PER MANUFACTURES INSTALLED PER MANUFACTURES 6" F.P. CERAMIC WATER LEVEL I INSTRUCTIONS & PER LOCAL CODES 4'_7" COPING INSTRUCTIONS & PER LOCAL CODES CONSULTING ENGINEERS WHITE PRECAST TILE 6" F.P. NON-SLIP TILE GRAB RAILS MASTIC JOINT MECHANICAL AND ELECTRICAL SYSTEMS COPING 6" F.P. CERAMIC 6915 S SUITE 200M AVE. DEPTH MARKER - ALSO WHITE PRECAST o ON DECK COPING o TILE PORTLAND, OREGON 97219 I I 2X SLOPE "T 2X SLOPE 2% SLOPE PHONE: 503.892.1188 3" 2% SLOPE FAX: 503.892.1 190 1, 6" F.P. CERAMIC TILE CONering .RIke DUSA TR engineering�mke-inc.com 18" o04INTERIOR FINISH (oWHITE MARBELITErr Rl'-o" rD PROFFsMASTIC JOINT Rl'-0" _ � GINE SiINTERIOR FINISHN4UO NFO'-9" WHITE MARBELITE � 795 E2 BULL NOSE, NON-SLIP, 12'-0" 4'-0" (4)RISERS 0 11.75" EACH °c F.P. CERAMIC TILE. TYP. EACH HANNEL MAIN DRAIN 16'-0" ° WATERLINE TREAD AND BENCH EDGE. COLOR TO BE DETERMINED AIN DRAIN RECIRCULATION SKIMMER a aSKIMMEROREGON .� O4 RISERS 0 12" EACH O EQUIPMENT ROOM cF02.O OCATED EQUALLY BETWEEN WITH 6" SQ.F.P.ASSEMBLY � THROAT LINED � G3'-6" 18'-6" 5'-0OTH MAIN DRAINS TO EQUIPMENT CERAMIC TILE �oqN C. HYDRO STATIC ROOM. SIZE PER PIPING PLANSIr ° 27'-0" RELIEF VALVE ° EQUALIZER LINE CAPPED a " NOT FOR USE o ° a POOL LONGITUDINAL SECTION 2 POOL SHALLOW END TRANSVERSE SECTION 3 SKIMMER DETAIL SP3 SCALE: 1/4" = l '-0" 0 2' 4, 8' SP3 SCALE: 1/4" = l '-0" 0 2' 4' 8' SP3 SCALE: 1/4" = l '-0" 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 ON DECK INSTRUCTIONS & PER LOCAL CODES BRICK BULLNOSE WHITE PRECAST WATER LEVEL WATER LEVEL COPING 4'_6" COPING WATER LEVEL WHITE PRECAST / n MASTIC JOINT 6" F.P. CERAMIC 6" F.P. CERAMIC COPING 11 1 TILE TILE W 6 F.P. CERAMIC o = 00 TILE I o 2% SLOPE 3" 2% SLOPE 7 r n 2% SLOPE 3^ 2X SLOPE 2X SLOPE 3" V / /u (� Q N � I � N I 7 1 I iv I O MASTIC JOINT MASTIC JOINT Q7 to INTERIOR FINISH 2" BULL NOSE, NON-SLIP, INTERIOR FINISH4 E „ WHITE MARBELITE F.P. CERAMIC TILE. TYP. EACH WHITE MARBELITE 2 BULL NOSE, NON-SLIP, INTERIOR FINISHF.P. CERAMIC TILE. TYP. EACH WHITE MARBELITE TREAD AND BENCH EDGE. Q .TREAD AND BENCH EDGE COLOR TO BE DETERMINED O CHANNEL MAIN DRAIN COLOR TO BE DETERMINED z (4)RISERS 0 10.4 EACH CHANNEL MAIN DRAIN > HYDRO STATIC (4)RISERS 0 10.4" EACH CHANNEL MAIN DRAIN RELIEF VALVE 18" " 2" 0 2" 2'-0" 3'-6" HYDRO STATIC 11 Ir RELIEF VALVE 18" '-7" 2'-6" 18" 0 MAIN DRAIN RECIRCULATION MAIN DRAIN RECIRCULATION 10'-7" MAIN DRAIN RECIRCULATION 5'-0" 6'-0" 5'-0" TO EQUIPMENT ROOM TO EQUIPMENT ROOM TO EQUIPMENT ROOM O Q LOCATED EQUALLY BETWEEN LOCATED EQUALLY BETWEEN LOCATED EQUALLY BETWEEN 16'-0" BOTH MAIN DRAINS BOTH MAIN DRAINS BOTH MAIN DRAINS M HYDRO STATIC RELIEF VALVE s SPA LONGITUDINAL SECTION s SPA TRANSVERSE SECTION Q 4 POOL DEEP END TRANSVERSE SECTION sP3 SCALE: 1/4" = l '-0" 0 2' 4' 8' SP3 SCALE: 1/4" = l '-0" 0 2' 4' 8' 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 SIGNAL IWHENTI N PUMP OPERATION SUMP PER POOL FLOOR SALINE SYSTEM EQUIPMENT LIST ,R, SIGHT GLASS 'T' BUILDING I INTERIOR WALL PRESSURE VACUUM GAUGE 'L' FI FI GAUGE 'M' ISSUE DATE: PI OSET TYPE: 19 / „ / o $� t a / C —I r — — - - - - - - - - - HEALTH PERMIT 6'a m°b 'aa I go m„ oa o Vb SUCTION LINE PER PIPING PLAN REVISIONS: C 163 . °a STAINLESS STEEL GRAB RAIL n 08 08 ab�6 ` J 88 8 24DR0"24ATIC RAVELESUMP. MIRROR FINISH �T HEATER 'G' FILTER 'B' RECIRCULATION ) J RUN 8 x 8 DRAINS TO 8ad8 Bo AL W T„ SPOTS. FILL STENER PUMP 'S' PUMP A o$moo% �$' 8a a 8e W 3 4 GRAVEL WRAPPED �0 6" RAD. `�' DRAWN BY: I FIL ER FABRIC MURATIC ACID KENDAL P. IL BACKWASH TO DESIGNED BY: N 7 H Y D R 0 STATIC RELIEF D ETA I L 12 1 2" CANTILEVERED DECK COPING CITY SANITARY 'U' KENDAL P. S P 3 / 0 2 4 8 o CHECKED BY: 0) SCALE: 1 4 =1 —0 a LINE TO 28 GPM U N z MKE JOB #: � — w BL-5255 N L 3 W W m 00 24" 1 Z ^� Of m W m a POOL & SPA SECTIONS Lu zv) � ;, Ir m POOL FLOW DIAGRAMS o� L` J = Y Y DETAILS W� N y PROPRIETARY STATEMENT a� R I J N N N au oU THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE w 04 LO FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS Y m 8 GRAB RAIL DETAIL CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR o SCALE: 1/4" = 1 '-0" 9 POOL FLOW DIAGRAM COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF 3 S P 3 0 2 4 8 S P 3 SCALE: NTS THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN of POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. SP3 ax ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE d ASSOCIATES. INC.