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Plans (10) BU P2019-00087 OFFICE COPY ENGINEER: RFT"'7I1/ED REQUIRE() SIGNS GENERAL NOTES: APR - 9 2019 OCCUPANT LOAD SIGNS WITH CLEARLY LEGIBLE LETTERS NOT LESS THAN 4" HIGH SHALL BE POSTED IN A 1. ALL INFORMATION HEREIN IS BASED ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT OR POOL BUILDER. THE CONSPICUOUS PLACE NEAR THE MAIN ENTRANCE TO THE POOL WHICH SHALL INDICATE THE NUMBER OF OCCUPANTS POOL BUILDER SHALL VERIFIFY ALL DIMENSIONS HEREIN WITH THE OWNERS, AND/OR ARCHITECTS PLANS. ANY pool GG1 ` ' D PERMITTED FOR THE POOL: VARIATION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF POOL ENGINEERING, INC. englneef 111 `AOSiON 2. SEE ARCHITECTURAL PLANS FOR EQUIPMENT LOCATION. OCCUPANT LOAD FOR SWIMMING POOL OCCUPANT LOAD FOR SPA inc. (1 BATHER PER 24 S.F.) (1 BATHER PER 10 S.F.) SAFETY EQUIPMENT: THE OPERATOR AND STAFF MUST KEEP THE LIFESAVING EQUIPMENT IN GOOD REPAIR AND IN READY CONDITION. THE OPERATOR IS RESPONSIBLE FOR POSTING AND ENFORCING THE POOL RULES GOVERNING SAFETY AND SANITATION. 1. LIFE HOOK. THE OPERATOR MUST PROVIDE A LIFE HOOK IN THE POOL AREA. POOLS WITH EXISTING POOL RULE SIGNS MAY WAIT TO COMPLY WITH THE REQUIREMENTS OF THIS RULE UNTIL THE 2. LIFE BUOY. IF THE POOL IS OVER 25 FT (7.6m) WIDE A US COAST GUARD APPROVED RING BUOY OR RESCUE BUOY America's Experts in Swimming SIGNS ARE REPLACED, REPAIRED OR MOVED. MUST BE PROVIDED BY THE OPERATOR, Pool Structural Design and 1. LOCATION AND SIZE - POST THE RULES IN A CONSPICUOUS PLACE NEAR THE ENTRANCE TO THE POOL AREA AND 3. RESCUE TUBE. THE OPERATOR MUST PROVIDE EACH LIFEGUARD ON GUARD DUTY A RESCUE TUBE. Construction Trade Practice. THE DRESSING ROOM. THE MINIMUM SIZE FOR THE SIGN IS 18 INCHES (450 MM) BY 24 INCHES (600 MM) WITH 4. FIRST AID SUPPLIES. LETTERING THAT IS EASILY LEGIBLE AND AT LEAST 1/2 INCH (12.5 MM)(36 POINT TYPE) HIGH. 5. BLOODBORNE PATHOGEN CLEANUP KIT. 1201 N. Tustin Ave. 2. CONTENT - POOLS. AT ALL POOLS THE OPERATOR MUST POST AND ENFORCE A SIGN THAT INCLUDES THE LANGUAGE 6. AUTOMATIC EXTERNAL DEFIBRILLATORS (AED). IN THIS RULE OR EQUIVALENT LANGUAGE: Anaheim, CA 92807 A. AT POOLS WHERE LIFEGUARDS ARE NOT PROVIDED: EQUIPMENT NOTES: Phone: (714) 630-6100 •NO LIFEGUARD ON DUTY (IN LETTERS AT LEAST 4 INCHES HIGH.) 1. PROVIDE PRESSURE GAUGES ON INLET & OUTLET LINE TO FILTER AT SAME ELEVATIONS. Fax.: (714) 630-6114 •BRING A FRIEND - DO NOT SWIM ALONE. •CHILDREN UNDER 14 - BRING AN ADULT. NON-SWIMMERS AND CHILDREN UNDER 14 YEARS OF AGE NEED 2. FLOW METER MUST BE LOCATED IN EFFLUENT LINE 10X PIPE DIA. DOWNSTREAM AND 4X DIA. UPSTREAM FROM ANY www.pooleng.com RESPONSIBLE ADULT SUPERVISION. OBSTRUCTION, FITTING OR CHANGE IN DIRECTION. B. AT ALL POOLS: 3. RATE CONTROL VALVE MUST BE LOCATED ADJACENT OR ACCESSIBLE TO FLOW METER. •PROTECT OUR WATER - PLEASE DO NOT USE THE POOL IF YOU HAVE HAD DIARRHEA IN THE PAST TWO WEEKS, 4. WHEN REQUIRED A SEPARATION TANK IS TO BE PROVIDED TO COLLECT WASTE DIATOMACEOUS EARTH AFTER OR A DISEASE COMMUNICABLE BY WATER. BACKWASHING FILTER BEFORE FINAL DISPOSAL TO DRYWELL OR SEWER. REVISIONS: •SHOWER YOUR CHILD AND YOURSELF. TAKE A CLEANSING SHOWER BEFORE ENTERING THE POOL OR AFTER USING 5. BACKWASH AND DRAIN LINE MUST BE CONNECTED TO CITY SEWER VIA A SIGHT GLASS & AIR GAP. THE TOILET. 6. POST IN EQUIPMENT AREA MANUFACTURER'S INSTRUCTIONS FOR OPERATION OF MECHANICAL & ELECTRICAL # REASON OR ISSUE DATE •SWIMMERS WHO ARE NOT TOILET TRAINED MUST WEAR A SWIM DIAPER. EQUIPMENT. •IMMUNO-COMPROMISED INDIVIDUALS SHOULD USE CAUTION WHEN USING A PUBLIC POOL. 7. ALL VALVES TO BE IDENTIFIED BY APPROPRIATE MARKINGS. A EHS CORRECTIONS 01/31/19 •WATER AND ALCOHOL DON'T MIX. NO PERSON UNDER THE INFLUENCE OF ALCOHOL MAY USE THE POOL. 8. EQUIPMENT ROOMS SHALL BE ADEQUATELY VENTILATED. A •NO RUNNING OR ROUGH PLAY. 9. POOL EQUIPMENT ON CONCRETE FLOOR W/ SLOPE TO DRAIN. •NO GLASS OR PLASTIC THAT WILL SHATTER. Q •NO FOOD OR DRINK IN THE POOL.""NO DIVING ALLOWED", OR "NO DIVING, EXCEPT IN DESIGNATED DIVING AREAS. •NO ANIMALS IN THE POOL AREA. FINISH COLOR AND MARKINGS: A 3. WITH THE APPROVAL OF THE DIVISION, THE REQUIREMENTS IN SECTION (3) OF OARS, 333-060-0215 MAY BE 1. WALL AND FLOOR FINISHES SHALL BE OF NON-TOXIC MATERIALS, SHALL BE IMPERVIOUS AND ENDURING. SUCH ELIMINATED, MODIFIED OR ADDED TO IN CONNECTION WITH WATER RECREATION ATTRACTION POOLS, AND SPECIAL-USE FINISHES SHALL BE SMOOTH AND EASILY CLEANABLE: A POOLS DEFINED IN THIS RULE. •FLOORS AND WALLS OF PUBLIC SWIMMING POOLS AND PUBLIC WADING POOLS SHALL BE WHITE, OF A LIGHT COLOR 4. ALL PUBLIC SPA POOLS SHALL POST A SIGN AT THE ENTRANCE TO THE SPA POOL ENCLOSURE READING AS OR A LIGHT-COLORED PATTERN. FOLLOWS: 2. THE BREAK IN GRADE OF THE POOL SHALL BE MARKED WITH A 4" (10cm) MINIMUM WIDTH OF FLOOR TILE OR 'ROPERTY RIGHTS TO ALL DRAWINGS, STOP PAINTED STRIPE OR TO SUPERVISED SWIMMING INSTRUCTION BY A CERTIFIED SWIM INSTRUC-TOR. REPtESENTA11ONS, IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES OR ORIGINALS • ALL PERSONS ARE REQUIRED TO TAKE A CLEANSING SHOWER BEFORE ENTERING THE SPA POOL. 3. DEPTH OF WATER (IN FEET) SHALL BE PLAINLY AND CONSPICUOUSLY MARKED ABOVE OR AT THE WATER LEVEL ON THE THERE OF THAT MAY BE INCORPORATED INTO CAUTION VERTICAL POOL WALL EXCEPT FOR SPLASH-OUT (DECK LEVEL OVERFLOW) POOLS AND ON THE TOP OF THE COPING THIS DESIGN Y OF POOL ENGINEERING, INC.POERMSSION FORPERTY ANY • ELDERLY PERSONS AND THOSE SUFFERING FROM HEART DISEASE, DIABETES OR HIGH BLOOD PRESSURE SHOULD OR EDGE OF THE DECK OR WALK NEXT TO THE POOL. THERE SHALL BE SUCH MARKERS AT THE MAXIMUM AND COPIES OF SAID COPYRIGHTED MATERIALS, CONSULT THEIR PHYSICIAN BEFORE USING THE SPA POOL. NO PERSON SUFFERING FROM A COMMUNICABLE DISEASE, MINIMUM DEPTH POINTS AND AT 1' 30cm DEPTH INCREMENTS IN THE SHALLOW PORTION OF THE POOL. DEPTH DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS ( ) AND SPECIFICATIONS EITHER ORIGINALS OR TRANSMISSIBLE VIA WATER, SHALL USE THE SPA POOL. PERSONS USING PRESCRIPTION MEDICATIONS SHOULD MARKINGS SHALL BE SPACED AT NO MORE THAN 25' (7.6n) INTERVALS. THERE SHALL BE DEPTH MARKINGS AT SLOPE COPIES THERE OF TO BE MADE, COPIED OR CONSULT THEIR PHYSICIAN BEFORE USING THE SPA POOL, BREAKS. POOLS BUILT PRIOR TO MARCH 1, 1979 SHALL COMPLY WITH THIS RULE PERTAINING TO VERTICAL POOL WALL ALTERED BY ANY PERSON, BUSINESS, OR • INDIVIDUALS UNDER THE INFLUENCE OF ALCOHOL SHOULD NOT USE THE SPA POOL. CORPORATION MAY ONLY BE AUTHORIZED WITH MARKINGS WHEN THE INTERIOR POOL FINISH IS REPAIRED OR RESURFACED. THE EXPRESSED WRITTEN PERMISSION OF POOL • ALL CHILDREN UNDER 14 YEARS OF AGE SHALL BE ACCOMPANIED BY A RESPONSIBLE ADULT OBSERVER. 4. DEPTH MARKINGS SHALL BE A LEAST 4" (10cM) IN HEIGHT AND OF A COLOR CONTRASTING WITH THE BACKGROUND. ENGINEERING, INC. BY THE USE OF THIS PLAN, • NO PERSON SHALL RUN OR ENGAGE IN HORSEPLAY IN OR AROUND THE POOL. THE USER ACKNOWLEDGES THAT HE/SHE READ & UNDERSTANDS ALL OF THE NOTES INCLUDED ENCLOSURE REQUIREMENT: DECORATIVE DESIGNS: HEREIN. 1. PUBLIC SWIMMING POOLS SHALL BE PROTECTED BY AN ENCLOSURE. SUCH ENCLOSURE SHALL BE A FENCE, WALL, DESIGNS ON THE BOTTOM OR WALLS OF THE POOL WHICH ARE SHAPED IN A FORM THAT MIGHT REASONABLY BE OR BUILDING WITHOUT PRIVATE ENTRANCES TO THE POOL AREA. MISTAKEN FOR; OR GIVE THE ILLUSION OF BEING, A HUMAN FORM SHALL BE PROHIBITED. PROJECT: 2. SWIMMING POOL ENCLOSURES INCLUDING WINDOWS, GATES AND DOORS SHALL BE CONSTRUCTED IN SUCH A MANNER POOL NOTES: SO AS TO DISCOURAGE ACCESS TO THE POOL BY UNSUPERVISED CHILDREN AND/OR DOMESTIC ANIMALS AND SHALL - INCORPORATE THE FOLLOWING CONSTRUCTION STANDARDS: 1. THE FOLLOWING MINIMUM CONTINUOUS UNOBSTRUCTED DECK WIDTHS, WHICH MAY INCLUDE THE COPING, SHALL BE A. ENCLOSURES SHALL BE NOT LESS THAN 4' (1.2M) IN HEIGHT MEASURED FROM THE OUTSIDE GROUND LEVEL AT PROVIDED AT ALL PUBLIC POOLS AND PUBLIC WADING POOLS: A POINT 1' (30CM) HORIZONTAL FROM THE BASE OF THE ENCLOSURE; A. GENERAL-USE SWIMMING POOLS - 8' (2.4M). B. THERE SHALL BE NOT MORE THAN 4" (10CM) OF SPACE BETWEEN THE BOTTOM OF THE ENCLOSURE AND THE B. LIMITED-USE SWIMMING POOLS, SPRAY POOLS, WADING POOLS -- 4' (1.2M). GROUND'S SURFACE OR POOL DECK; C. (POOLS BUILT PRIOR TO MARCH 1, 1979, SHALL HAVE 4' (1.2M) OF DECK ON AT LEAST TWO SIDES OF THE C. SEPARATION BETWEEN VERTICAL SECTIONS AND BARS SHALL BE A MAXIMUM OF 4" (10CM); POOL.D. PUBLIC WADING POOLS AND SPRAY POOLS BUILT PRIOR TO JULY 1, 2006 MUST HAVE A MINIMUM OF 4' (1.2M) TIGARD APARTMENTS D. HORIZONTAL RAILS SHALL BE SPACED WITH A MINIMUM 42" (105CM) SEPARATION; OF DECK AROUND THE POOL. WADING POOLS BUILT AFTER JULY 1, 2006 E. ALL EXTERIOR PROJECTIONS OR RECESSIONS SHALL BE 42" (105CM) FROM EITHER THE TOP OR BOTTOM OF 8900 SW OAK STREET E. MUST COMPLY WITH THE DECK REQUIREMENTS OF OAR 333-060-0505(8). THE FENCE; F. A MINIMUM OF 4' (1.2M) UNOBSTRUCTED DECK SHALL BE PROVIDED ON ALL SIDES OF DIVING EQUIPMENT AND TIGARD OR 97223 F. GATES AND DOORS IN SWIMMING POOL ENCLOSURES SHALL BE SELF-CLOSING AND SHALL BE EQUIPPED WITH A , LOCKABLE SELF LATCHING DEVICE. THE OPERATING CONTROLS FOR THE SELF-LATCHING DEVICE SHALL BE SLIDES. LOCATED AT LEAST 42" (105CM) ABOVE THE EXTERIOR GROUND SURFACE OR POOL DECK. GATES AND DOORS ON G. DECKS SHALL SLOPE NO LESS THAN 1/4" PER FOOT (6MM PER 30CM) AND SHALL BE DRAINED TO PERIMETER NEW POOLS MUST SWING "OUT" OF THE POOL ENCLOSURE, OR AWAY FROM THE POOL. EXISTING POOLS MUST OR AREA DRAINS. MAKE THE DOOR OR GATE SWING CHANGE WHEN THERE IS NOT AN UNDO ECONOMIC IMPACT, 2. DECK SURFACES: G. ENTRANCES WITH SELF-CLOSING AND SELF-LOCKING DEVICES REQUIRING THE USE OF A KEY, KEY CARD, OR A. SHALL BE CONSTRUCTED OF CONCRETE, NON-SLIP TILE, OR EQUALLY IMPERVIOUS MATERIAL WITH A COMBINATION CODE TO GAIN ACCESS MAY HAVE CONTROLS 36" TO 54" (0.9 M TO 1,35 M) ABOVE THE EXTERIOR SLIP-RESISTANT, EASILY CLEANABLE SURFACE IMPERVIOUS TO WATER. GROUND SURFACE. THE GATES OR DOORS CANNOT REQUIRE A KEY, KEYCARD OR COMBINATION TO EXIT THE POOL B. SURFACES MEETING THE REQUIREMENTS OF (4)(A) OF THIS RULE MUST BE MAINTAINED FOR A MINIMUM WIDTH AREA; OF 8' (2.4M) AROUND THE PERIMETER OF GENERAL-USE POOLS AND H. CONSTRUCTION METHODS AND MATERIALS SHALL BE USED THAT PROVIDE A DURABLE AND LOW MAINTENANCE C. 4' (1.2M) 'ROUND THE PERIMETER OF LIMITED-USE POOLS OR WITHIN THE LIMITS OF THE DECK DRAINAGE CONTRACTOR: STRUCTURE; AND AREA, WHICHEVER IS GREATER. WOOD DECKING, CARPETING OR ARTIFICIAL TURF DECK I. BUILDINGS ENCLOSING PUBLIC SWIMMING POOLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE D. SURFACES ARE PROHIBITED WITHIN 8' (2.4M) OF GENERAL-USE POOLS OR 4' (1.2M) OF LIMITED-USE POOLS REQUIREMENTS OF THE OREGON STATE STRUCTURAL SPECIALTY CODE 2007 EDITION, AS AMENDED BY THE OR WITHIN THE LIMITS OF THE DECK DRAINAGE AREA, WHICHEVER IS GREATER. BUILDING CODES AGENCY, ADOPTED APRIL 1, 2007. E. POOLS PREVIOUSLY APPROVED WITH DECK SURFACES NOT COMPLYING WITH (4)(A) OF THIS RULE SHALL COMPLY & 3. THE DIVISION MAY APPROVE ALTERNATE ENCLOSURE MATERIALS AND METHODS WHERE THE DIVISION FINDS SUCH AT SUCH TIME AS THE SURFACE REQUIRES REPAIR OR IS REPLACED. PREMIER POOLS MATERIALS AND METHODS EQUIVALENT TO THOSE DESCRIBED IN SECTION (2) OF THIS RULE. F. JOINTS BETWEEN CONCRETE DECK SLABS SHALL BE WATERTIGHT AND SHALL BE DESIGNED SO AS TO PROTECT 4. SWIMMING POOL ENCLOSURES CONSTRUCTED PRIOR TO MARCH 1, 1979, WHICH ARE A MINIMUM OF 42" (105CM) IN THE POOL, COPING AND ITS MORTAR BED FROM MOVEMENT OF THE DECK. SPAS - OREGON HEIGHT; OR WITH SPACING NOT GREATER THAN 5" (13CM) BETWEEN VERTICAL BOARDS (BARS); OR WITH SPACING G. DECKS SHALL BE PROVIDED WITH EXPANSION JOINTS. NOT GREATER THAN 5" (13CM) BETWEEN THE BOTTOM OF THE FENCE AND THE POOL DECK; OR WITH SPACES H. VOIDS BETWEEN ADJOINING CONCRETE DECK SLABS SHALL BE NO GREATER THAN 3/16" (5MM). 9150 SW PIONEER CT. BETWEEN THE HORIZONTAL RAILS NOT LESS THAN 38" (95CM), SHALL BE ACCEPTABLE UNTIL SUCH TIME AS THE I. ADJOINING DECK SURFACE ELEVATIONS SHALL VARY NO MORE THAN 1/4" (6MM). STE. G ENCLOSURE REQUIRES REPAIR OR REPLACEMENT. J. NEW AND REPLACEMENT EXPANSION JOINTS SHALL NOT BE CONSTRUCTED OF WOOD. A. POOLS WITHOUT CONSTANT SUPERVISION IN THE POOL AREA MAY PROVIDE ACCESS THROUGH CONTROLLED ENTRY SPA NOTES: WILSONVILLE, OR 97070 POINTS BASED ON ONE OF THE FOLLOWING CONDITIONS: 1. A 6' X 8' CONTINUOUS UNOBSTRUCTED DECK SHALL BE PROVIDED ON AT LEAST ONE SIDE OF ALL PUBLIC SPA POOLS (503) 943-9673 B. WHEN ONLY ADULTS OVER THE AGE OF 18 ARE ALLOWED ACCESS TO THE POOL AREA THROUGH A WITH LESS THAN 100 SQUARE FEET OF WATER SURFACE. PUBLIC SPA POOLS WITH 100 SQUARE FEET OF WATER CONTROLLED-ACCESS POINT SUCH AS A REGISTRATION OR CHECK-IN DESK, THEY MAY HAVE DIRECT ACCESS TO SURFACE AREA OR MORE SHALL PROVIDE ADDITIONAL DECK AREA AT LEAST 4 FEET WIDE AROUND AT LEAST 50% OF THE POOL WITHOUT PASSING THROUGH CLOSED DOORS OR GATES. THE POOL ENTRY MUST BE ABLE TO BE THE SPA. LOCKED AND SECURED WHEN THE POOL IS CLOSED. 2. WALKWAYS AND DECKS SHALL BE CONSTRUCTED OF CONCRETE, NON-SLIP TILE OR EQUALLY IMPERVIOUS MATERIAL C. iF PERSONS UNDER THE AGE OF 18 MIGHT HAVE ACCESS TO THE POOL AREA, THEN THE OPERATOR MUST WITH A SMOOTH, BUT NON-SLIP, EASILY CLEANABLE SURFACE. PROVIDE A LOCKABLE, SELF-CLOSING DOOR OR GATE WITH A SELF-LATCHING DEVICE. THE OPERATING CONTROLS 3. DECKS SHALL SLOPE NO LESS THAN 1/4" PER FOOT (6MM PER 30 CM). FOR THE LATCH MUST BE LOCATED 42" TO 54" (1.2 M TO 1.35 M) ABOVE THE EXTERIOR GROUND SURFACE; OR 4. DECK SURFACES SHALL BE SLIP-RESISTANT. D. WHEN A POOL IS CLOSED TO PATRONS, ALL ENTRY/EXIT POINTS ARE TO BE PROPERLY MAINTAINED AND SECURED 5. JOINTS BETWEEN CONCRETE DECK SLABS SHALL BE WATER TIGHT AND SHALL BE DESIGNED SO AS TO PROTECT THE SHEET CONTENTS: AGAINST UNAUTHORIZED ENTRY. POOL, COPING AND ITS MORTAR BED FROM MOVEMENT OF THE DECK. 6. DECKS SHALL BE PROVIDED WITH EXPANSION JOINTS. NEW AND REPLACEMENT EXPANSION JOINTS SHALL NOT BE CONSTRUCTED OF WOOD. 7. VOIDS BETWEEN ADJOINING CONCRETE DECK SLABS SHALL BE NO GREATER THAN 3/16" (5MM). 8. ADJOINING DECK SURFACE ELEVATIONS SHALL VARY NO MORE THAN 1/4" (6MM). 9. DECKS SHALL BE DRAINED TO PERIMETER DRAINS. 10.WOOD DECKING, AROUND PUBLIC SPA POOLS IS PROHIBITED. NOTES AND SPECIFICATIONS City of Tigard Erosion Con r INDEX SHEET To Schedule Inspecti� rts: Call (503) 639-�1 f S SHEET NAME SHEET NUMBER Initial inspection: Prior to footing inspection NOTES P--1.0 Final inspeCtlOf1: Prior to final bu{!ding inso s� POOL PLUMBING PLAN & CALCULATIONS P-2A ENGINEER'S STA /c • TJ ••ecFn IJ� .. SPECIAL INSPECTION REQa SPA PLUMBING PLAN & CALCULATIONS P-3.0 ��- I N �� DIRE© 84496PE� State o'f Oregon Structural Sped Ity a,,,:',. SECTIONS & DETAILS P-4.0 Concrete and Reinforcing Steel OREGON , o0L 'rr14°KGs'' Botts Installed in Concrete EE \-P • ❑ Special Moment-Resisting Concrete Frame I Ex,fres 12/31/2020 I ❑ Reinforcing Steel&Prestressing Steel Tendons • PLAN 'ALJD ONLY WITH ENGINEER'S ❑ Structural Welding SIGNATURE N RED INK ON PLAN. 0 high-Strengrrt Bolting CITY OF TIGARD JOB j/: 18-0679 I FOR CODE COMPLIANCE ❑ Structural Masonry Approved: 1 SCALE: PER DETAIL ❑ Reinforced Gypsum Concrete OTC: j J DATE: 12/17/2018 • ❑ Insulating Concrete Fill Permit#t tit,pa() 1 9-00 0 8 CALCS BY: R.A.L. ❑ Spray Applied Fire-Resistive Materials Address: �9 o7 ,c tom, Om 1s .1 DRAWN BY: R.A.L. 0 Pilings,DnIled Piers and Caissons Suite#' By: Date: CHECKED BY: T.L.L. ❑ Shotcrete 9" 97- 19 SHEET #: • oSpecial Grading, Excavation and Filling o Smoke-Control Systems ❑ Other Inspections . . p. 01 . 0 COPYRIGHT 2018, POOL ENGINEERING INC. ENGINEER: Ut i:..x,'Di E.lMi.. _r. I.l'>.E:� °1JNj; I 1 ,.;,. ,.I. ..,III I 1 H I :4,411:1111 M.�� IIr 3>= ��-�{,-�w ..:�: 6II>rH �II.��..,��.Ifi.� 6If6 IN _L�.,..�.,.. ...,..,.�;�.tF T. �z�W�..:�:1113E111111�,�,,e::.::. ,-�. ...a_�i1,ilJ1i;..;:.,,It�NI.> Ni. ' �v.:�: 1I �..<:� I6 �I�tI'.�:��,aI�Ea��:: ..� POOL CALCULATIONS MAXIMUM GPM IN PIPE pool I'U PIPE DESCRIPTION/PIPE " 6" CIRCULATION RATE: - SIZE 1 U¢ 2" 2J� 3" 4" engineering E. 32,200 GAL _ 360 MIN = 89.4 GPM USE (1) 2 HP PUMP WITH 60 FT HD = 113 GPM SCHEDULE 40 PVC 16 38 63 90 138 23B 540 Inc. - SUCTION @ 6 F.P.S. FILTER SIZE: SCHEDULE 40 PVC 22 51 84 119 184 317 720 113 GPM _ 20 GPM/S.F. = 5.65 S.F. RETURN 0 8 F.P.S. 16:11 / 30'-0" / USE (1) 7 S.F. HIGH RATE SAND FILTER MIN. TYPE 'L' COPPER 0 6 America's Experts in Swimming F.P.S. 15 33 58 89 127 224 502 Pool Structural Design and _ NO. SKIMMERS REQUIRED: Construction Trade Practice. i 1 1,200 S.F. + 400 FT = 3 SKIMMERS (3 MIN.) P-4.0 I_j (3) SKIM X 55 GPM/SKIM > 100% X 113 GPM POOL CIRCULATION 1201 N. Tustin Ave. P-3.0 (; 165 GPM > 113 GPM (O.K.) 92807 , ,.;7U • map TYPE POOL Anaheim, CA ',71I Phone: (714) 30 6100 CHLORINATOR SIZE: D 6 16 \ r , GAL X 1 LBS/DAY = 3.2 LBS/DAY AREA 1,200 S.F. #` 10,000 GAL. CIRCUMFERENCE/PERIMETER 140'-0" L.F. Fax.. (714) 630-6114 www.pooleng.com NO. RETURNS REQUIRED: 32,200 GAL. _ 10,000 - 3.2 VOLUME 32,200 GAL- 1.200 S.F. _ 400 FT = 3 (USE 4 RETURNS) REQUIRED TURNOVER 6 HR. REVISIONS: NO. OF LIGHTS REQUIRED. DEPTH 6" TO 3'-6" TO 5'-6" tl, R 1,200 SQ. FT. x .5 WATTS = 600 WATTS MIN. OCCUPANT LOAD 50 A# REASON OR ISSUE DATE 0 PERIMETER DRAIN I I o CIRCULATION SUCTION VELOCITY: EHS CORRECTIONS 01/31/19 * 10'-0" AWAY FROM THE I OPEN AREA GRATE = 31.5 SQ. IN. PLASTER WHITE POOL. * INSTALLATION BY OTHERS. I ( 113 GPM _ 7.48 GAL/C.F. = 15.1 CFM COPING CANTILEVERED CONCRETE COPING A r...._,....: * CONNECTION TO APPROVED I 15.1 : 60 SEC/MIN .25 CFS SEWER BY OTHERS. I .25 : .22 S.F. (SQ IN : 144) = 1.13 FPS 1 TILE/TRIM ON LEADING EDGE OF STEPS (CONTRASTING COLOR) 1.13 < 1.5 FPS (O.K.) A € ^_, POOL OCCUPANT LOAD ___--._� POOL LINE SIZES ti S BENCH (OPTIONAL) w 1200 Q Ff. 24= 50 50 BATHERS .' c..., 1 I f-s 1 TYPE SIZE GRADE I4, ... ..�.. M 'ROPERTY RIGHTS TO ALL DRAWINGS, �' REP UENTATIONS, !DEPS, DETAILS, NOTES & - Q I _ 'SUCTION OUTLET TO CIRCULATION PUMP 3" SCHEDULE 40 SPECIFICATIONS EITHER COPIES OR ORIGINALS 2" - I .I I 2" • I THERE OF THAT MAY BE INCORPORATED INTO r _ SKIMMER TO EQUIPMENT 3" SCHEDULE 40 THIS DESIGN ARE THE PROPERTY SOLELY OF I I SLIP RESISTANT TILE LINE [ IE. ~ POOL ENGINEERING, INC. PERMISSION FOR ANY P.Hi I-; COPIES OF SAID COPYRIGHTED MATERIALS, OF CONTRASTING COLOR [ i CIRCULATION RETURN TO POOL 3" SCHEDULE 40 I ? DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS ' @*-- AT THE EDGE OF STEPS, , i '-~ AND SPECIFICATIONS EITHER ORICOPIE OR i LJGHT, TYP. NOTE: ALi_ PLUMBING TO BE LABELED P.V.C. PIPING. NON-THREADED SCHEDULE 40,TYP- ' COPIES THERE OF TO BE MADE, COPIED OR N i PRE-THREADED SCHEDULE 80. ALTERED BY ANY PERSON, BUSINESS, OR .- HANDRAIL TO REMAIN ; -- =1 `;' - SLEEVE FOR I UNIFORM W/ STEP G I CORPOPATIOS MAY ONLY BE AUTHORIZEDONOWITH N THE EXPRESSED WRITTEN PERMISSION OF POOL HANDICAP LIFT RISERS, TYP. TP -- ! Fes: ENGINEERING, INC. BY THE USE OF THIS PLAN, El I t" THE USER ACKNOWLEDGES THAT HE/SHE READ j POOL EQUIPMENT & UNDERSTANDS ALL OF THE NOTES INCLUDED '1" " HEREIN. r i L1X� ►- - I N QTY TYPE MANUFACTURER MODEL NO. DESCRIPTION 4 I WHISPERFLO (2 HP) 113 GPM ID 60 PROJECT: �, I i , 1 CIRCULATION PUMP PENTAIR SERIES WEE-8x FT HD I P-4.0 K-' ! o w ! TRITON II 7 S.F. HIGH RATE SAND a, TYP. I N a, i 1 FILTER PENTAIR TR-140C FILTER J 1 ' I ._ i MASTER TEMP i r--4-3" IF- I ~-3'-►.--� � € I 1 HEATER PENTAIR (460775 400 400,000 BTU i ! I i I E. ASME) , i�� 3 SKIMMER(S) AQUASTAR SKR101 FLOW RATE OF 55 GPM TIGARD APARTMENTS i ! ! E H i I i I 1.A "' 1 CHEMICAL CONTROL PENTAIR INTELLICHEM ORP/pH w/ SENSORS 8900 SW OAK STREET i"_ i A I ! 1 CHLORINATOR PENTAIR RAINBOW UP TO 6.62 LBS/DAY TIGARD, OR 97223 T ci I _A- -4.1 •1 ! ‘---, € I 300-29x • ETi i ! � 4 GAUGES INFLUENT/EFFLUENT/VACUUM/PRESSURE i.`rvl`"'. i i "', 1 FLOW METER BLUE-WHITE F30300P PITOT TUBE I, i i I i ! i i Q' I cn 1 BACK WASH LINE TO APPROVED WASTE w/ AIR GAP i EF-, 1 WATER SUPPLY FROM POTABLE WATER SUPPLY w/ BACKFLOW PREVENTER t;I:::;, L♦. 717. 2" I 2" ! A ; --, CONTRACTOR: -__ (10" ROUND), 31.5 SQ. i ' VGB APPROVED i CIRCULATION SUCTION i PEN AREA 5 SUCTION / 3-0" i > 2 AQUASTAR A10RCFR101 NSF IN. OCERTIF ED - i P-4.0 OUTLET, TYP. i rs (1) 300 WATT 4;10. TYP. 3" 3" I 2 LIGHT(S) JANDY WPHV300WS150 INCANDESCENT EACH 6 T LIGHT PREMIER POOLS & H - i P-4.0 ; 8 i E 1 AUTO-FILL MP INDUSTRIES MP-1953-J FLOAT VALVE SPAS - OREGON T P-40 �� 1 y l 5 FEBCO v =v DOUBLE CHECK VALVE 9150 SW PIONEER CT. i i -:,� � PREVENTER 850/LF850 9 5 L9L� ti - A. \ I - PERIMETER DRAIN NDS X864 CHANNEL DRAIN SIE. G Fl I1 ��.0 WILSONVILLE=OR 97070 i I I I . (503) 943-9673 Y -74 i AUTO* i 1 �' , t REFERENCE SYMBOLS i FILL-LINE T k lo i i r 1 i i J - OEM SKIMMER. CS D HANDRAIL . • r SHEET CONTENTS: -•=1 3" 3„- J •r; SUCTION OUTLET STEP LADDER -'4- 1 i h i i L SUCTION OUTLET X FTX I" DEPTH MARKER SiftECTION .[, , ...i .. :. : _ - DRAIN IN WALL W ,� NO DIVING�H- if: , .h ,A„ 1 r.,rrC(I �.3 . � r.7.., T_ . . . . _ • . . ' ...1 :.f e. .T._.3 7 .FFf<YT_1T-Em iN.>�It.�T .r� Ers11rJfII ,e .. 1:� 11E3F rItIanir,l�;:a1:11.210.31111172.1011111 ,-.,-..P.,-,, APPROVED OUTLET COVER. 101 INDICATES SLOPE IN POOL PLUMBING PLAN { FILL LINE (2" MIN. O ABOVE WATER LINE) NOTE: i f FLOOR LIGHT 1. WHEN POOL EQUIPMENT IS LOCATED BELOW POOL WATER LEVEL, - RETURN LINE SLOPE TO PLANTER SIGHT GLASS AND BALL VALVES SHALL BE INSTALLED ON POOL EQUIPMENT TO I ! -im-- ISOLATE POOL EQUIPMENT FROM BACKFLOW. OR DECK DRAIN BACKWASH VALVE, i 1 CHECK VALVE x.. ::/' /.. TYp 2. EQUIPMENT TO BE INSTALLED ON CONCRETE FLOOR WITH 1/4" i 7 `' PER FOOT SLOPE TO DRAIN. '� l - . 3. THIS PLAN IS INTENDED FOR THE HYDRAULIC DESIGN ONLY, AND i 0 MANUAL VALVE P-4.0 INFLUENT IS NOT INTENDED TO DEPICT AN ACCURATE LAYOUT OR i I ' GAUGE CONFIGURATION OE THE POOL OR SURROUNDING STRUCTURES. i FILTER THE CONFIGURATION OF THE STRUCTURES HEREIN ARE AS i ENGINEER'S STAMP: DIRECTED BY THE OWNER/ARCHITECT OR CONTRACTOR. PLEASE i REFER TO THE LANDSCAPE OR ARCHITECTURAL PLAN FOR I � II II CONFIGURATION OF THE STRUCTURE. i �� FLOW METER (SEE �, y'•�FF's�fj� 4. LABEL ALL PIPES SHOWING DIRECTION OF FLOW AND ANY VALVES 'c,• � ! ! :4f98"E� EQUIPMENT NOTES) I I PRESSURE INDICATING PURPOSE. IDENTIFY MULTIPLE CIRCULATION SYSTEMS. i I I GAUGE i i EFFLUENT GAUGE (SEE j - FLOW CONTROL i � �� •!REGO�No (0,et,- EQUIPMENT NOTES) I J VALVE llgt)_. > 11: r_3 SKIMMER SUCTION LINE ! i C E E \-1'G �s I " ACID PUMP & ORP/PH I 'lip _. 3_._._._.J ------'-'-'-'-'-------------- I .Ires12/3tl2020I CONTROLLER (CONNECTIONS :` � ---- -3"-1MAIN DRAIN SUCTION LINE PER MANUFACTURER) . L --�3:... ---4 3 J VACUUM PLAN VALID ONLY WITH ENGINEER'S CIRCULATION ! SIGNATURE IN RED INK ON PLAN, PUMP GAUGE I RETURN LINE BY PASS LINE WITH 4_3} .3".- 3 r~ JOB #: 18-0679 FLOW CONTROL VALVE. �' I FILL LINE I"- +IL 1"PP --) SCALE: PER DETAIL HEATER r ._. L DATE: 12/17/2018 CHLORINATOR AUTO-FILL FROM POTABLE CALCS BY: R.A.L. (CONNECTIONS WATER SUPPLY W/ PER MANUFACTURER) BACKFLOW PREVENTER • DRAWN BY: R AL. • CHECKED BY: T.L.L. SHEET #: p-2 . 0 1 SCALE: POOL PLUMBING PLAN S _ 1, COPYRIGHT 2018, POOL ENGINEERING INC. ENGINEER: E E T ,L, i I" ,v^, !i -r... ,...y_.._-z_,^�.--:-'r-r- _r-r;. •i "-r�-:- T71177 -17711'y^" nry-Y"'i-»....,..�.�. .. "-„..z..r�if _ .1..-»y,.,. : I T E 1 { ! ,{ Srim I 1 will- 3 # :t' I -�f �! �, :€ 3 :� I i- I- 'I �: is ;113 ��I..i � , -I .1E. I -1 I I, fT I - SII I is sl ``_.! 1 I E S E ...i.`..,.. �: x �_- 'I �: �("E '!� .I � . 7`I I� - a E - i# - - : 11 �J .__..o-::.t_� t..__�( ., _ ;�I�'I �_ � I Y�_�.�.�.�_.� -� I'� ..�i .�, I�.€ .I, .f.�L :.<I 1!; t_I�_�. I !'� ,. ,-� � . � � .� !! �Li.c! s I:...,.: SPA CALCULATIONS MAXIMUM GPM IN PIPE pool CIRCULATION RATE: ,._. PIPE DESCRIPTION/PIPE 1- 1i 21 "' 2" 3" 4» 6" 1,700 GAL _ 30 MIN = 56.67 GPM SIZE engineering USE (1) 1Y HP PUMP WITH 60 FT HD = 99 GPM SCHEDULE 40 PVC - SUCTION 0 6 F.P.S. 16 38 63 90 138 238 540 i n C� FILTER SIZE: _ 99 GPM _ 20 GPM/S.F. = 4.95 S.F. ---L ���_��� �, -r - RETURNU 0 8LE 0F.P.S. 22 51 84 119 184 317 720 USE (1) 7 S.F. HIGH RATE SAND FILTER MIN. PERIMETER DRAIN TYPE 'L' COPPER 0 6 America's Experts in Swimming 15 33 58 89 127 224 502 NO. SKIMMERS REQUIRED: * ' " F.P.S. Pool Structural Design and 100 S.F. _ 400 FT - 0.4 (USE 1 SKIMMERS) -0 AWAY FROM O M THE Construction Trade Practice. (2) SKIM X 55 GPM/SKIM > 100% X 99 GPM /1\ SPA. j 110 GPM > 99 GPM (O.K.) * INSTALJITIO� 3Y OTHERS. , icy0� SPA CIRCULATION 1201 N. Tustin Ave. CHLORINATOR SIZE: Anaheim, CA 9280 1.700 GAL X 1 LBS/DAY = 0.17 LBS/DAY * CON \ECTION TO APPROVED TYPE SPA Phone: (714) 630-6100 10,000 GAL. SEWER 3Y OTHERS. - _ AREA 100 S.F. Fax.: (714) 630-6114 NO. RETURNS REQUIRED: J PERIMt1FDt 40'-0" L.F. www pOOleng.COm ,...... 100 S.F. : 400 FT = 0.25 OR 1,700 GAL. - 10,000 = 0.17 (USE 2 RETURNS) __3"__-.-..- -_-_-_- 3"__� 3•__-_ VOLUME 1,700 GAL. -�---- - --------------- REQUIRED TURNOVER 1/2 HR. REVISIONS: • 1 I NO. OF LIGHTS REQUIRED. 1 ' DEPTH 3'-6" REASON OR ISSUE DATE 100 SQ. ET. x .5 WATTS = 50 WATTS MIN. 1 I ._ CIRCULATION SUCTION VELOCITY: OCCUPANT LOAD 10 OPEN AREA GRATE = 31.5 SQ. IN. 3" 3" A EHS CORRECTIONS 01/31/19 99 GPM _ 7.48 GAL/C.F. = 13.2 CFM ,4Y 1 ( i� - I t,.y PLASTER WHITE 132 _ 60 SEC/MIN = 0.22 CFS ' I I m_ - 5 -y COPING PRE-CAST CONCRETE BULLNOSE COPING Q .22 : .22 S.L. (SQ IN _ 144) = .1 FPS .1 < 1.5 FPS (O.K.) , FILL-LINE P-4.0 ' ',---i - TILE/TRIM ON LEADING EDGE OF STEPS (CONTRASTING COLOR) • I NP. I IY / \ BOOSTER SUCTION VELOCITY: ii , 1 i l n OPEN AREA GRATE = 31.5 SQ. IN. I I / SPA LINE SIZES _� _ _ _ _ _ _ 113 GPM 7.48 GAL/C.F. = 15.1 CFM I ° 15.1 _ 60 SEC/MIN = 0.25 CFS _ _ -(' 1' �.._. fl 25 _ .22 S.F. (SQ IN : 144) = 1.14 FPS I I ?ROPERTY RIGHTS TO ALL DRAWINGS, 1.14 < 1.5 FPS (O.K.) i j . TYPE SIZE GRADE REPRESENTATIONS, IDEAS, DETAILS, NOTES & "" j)ilikig1 _ _ _ I iPUMP SCHEDULE 40 SPECIFICATIONS EITHER COPIES OR ORIGINALS - " SUCTION OUTLET TO CIRCULATION 3" UL THERE OF THAT MAY BE INCORPORATED INTO 2 . r•- - - - THIS DESIGN ARE THE PROPERTY SOLELY OF SPA OCCUPANT LOAD -- " LIGHT I I SKIMMER TO EQUIPMENT 3" SCHEDULE 40 POOL ENGINEERING, INC. PERMISSION FOR ANY 100 SQ. FT. _ 10= 10 10 BATHERS _r 1_ _ _2 _ _ _ --? COPIES OF SAID COPYRIGHTED MATERIALS, r j i ry i DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS -411 3"T 3"-11111" I CIRCULATION RETURN TO POOL 2kZ" SCHEDULE 40 AND SPECIFICAT}ONS EITHER ORIGINALS OR I I ilititi; %'� COPIES THERE OF TO BE MADE, COPIED OR SUCTION OUTLET TO BOOSTER PUMP 3" SCHEDULE 40 ALTERED BY ANY PERSON, BUSINESS, OR I ---_1"-�- - I O.-- -- -1"--- I JET RETURN TO SPA 3" SCHEDULE 40 CORPORATION MAY ONLY BE AUTHORIZED W1[H THE EXPRESSED WRITTEN PERMISSION OF POOL f ENGINEERING, INC. BY THE USE OF THIS PLAN, J I I 1 THE USER ACKNOWLEDGES THAT HE/SHE READ (� .k1 f..-,+r---�3°_--:_---_ I i NOTE: ALL PLUMBING TO BE LABELED P.V.C. PIPING. NON-THREADED SCHEDULE 40, & UNDERSTANDS ALS of THE NOTES INCLUDED 1 1'-6" 7-4 PRE-THREADED SCHEDULE 80. HEREIN. ___ :44 .0 ) 3'-0", TYP. / /' 'CI 3e" i I I I ; -- ��� cn ,.r� i PROJECT: I 3"- " SLEEVE FOR ; _ SPA EQUIPMENT Vi4sW ,97..: �,._ y HANDICAP LIFT j i_ 4 ,,,1 1 f----1"}---_44 "' I �- _-4-1"CD' i QTY TYPE MANUFACTURER MODEL NO. DESCRIPTION Ri T N 1 CIRCULATION PUMP PENTAIR WHISPERFLO (1N� HP) 99 GPM ® 60 I __.._.� .... - I __�...-.�W.. ..___......__. � SERIES WEE-6x FT HO 'In I 1 I r j 1 BOOSTER PUMP PENTAIR WHISPERFLO (2 HP) 113 GPM 60 "_ _ - I \ _ _ _ "- _ _i 1_ >:-= TIGARD APARTMENTS SERIES WFE-8x FT HHD = r - 7 r - -\ r � 2 1 2 j f I I I TRITON II 7 S.F. HIGH RATE SAND i j I 1 I i 1 ALTER PENTAIR TR-140C FILTER 8900 SW OAK STREET MASTER TEMP i ; i 1 4 I TIGARD, OR 97223 o I P-4.0 "" 1 HEATER PENTAIR (460771x 250 250,000 BTU j ' 1 i I _ ASME) VGB APPROVED i l i TYP, I j \ SUCTION OUTLET, j 2 SKIMMER(S) AQUASTAR SKR101 FLOW RATE OF 55 GPM j NP. I I I 6 I I i. I i I I 1 CHEMICAL CONTROL PENTAIR INTELLICHEM ORP/pH w/ SENSORS i r.__ j P-4.0 r I i I p p c.:::..);• [ j r-_ 1 CHLORINATOR PENTAIR R4INBOW UP TO 1.61 LBS/DAY CONTRACTOR: . F--: I 300-19 IN 1 SLIP RESISTANT TILE LINE HANDRAIL TO REMAIN/ 3 °N _ 4 GAUGES INFLUENT/EFFLUENT/VACUUM/PRESSURE T 3" OF CONTRASTING COLOR UNIFORM W/ STEP 3" 4 y T- T �" RISERS i P-4.0 F i T `- 1 FLOW METER BLUE-WHITE F30250P PITOT TUBE ! P-TRAP do I j I '---3"'-'-'-'---------- --3"'-`-------�"�"-'-----3" --- I I 1 BACK-WASH UNE TO APPROVED WASTE w/ AIR GAP PREMIER POOLS & I I I j 1 1 WATER SUPPLY FROM POTABLE WATER SUPPLY w/ BACKFLOW PREVENTER SPAS - OREGON 1 j I j L_ 1L _ _ _2°i _2" F _ _ _ _ i CIRCULATION SUCTION (10" ROUND), 31.5 SQ. 9150 SW PIONEER CT. 1 j , 2 AQUASTAR AIORCFR101 IN. OPEN AREA I I I i Our NSF CERTIFIED STE G i I ) (10" ROUND), 31.5 SQ. WILSONVILLE, OR 97070 .-=1 ! - ---tr - -t r -.411 2" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - - - - - - , 2 - - - - - - - - - - - BOOSTER SUCTION � ) 2 AQUASTAR Al oRCFR101 IN.NSOPERTIF ED j j OUTLET 503 943-9673 .-- I (1) 100W INCANDESCENT -. j j I , 43"------------------- I 1 LIGHT(S) DANDY WSHV100WS150 I EACH LIGHT ,. • j I I I 1 AUTO-FILL MP INDUSTRIES MP-1953-J FLOAT VALVE l .� - . - . - . - .-�-� - T 7 4 4 N' 1 BLACKFLOW FEBCO SERIES DOUBLE CHECK VALVE l 1' y �, t /� PREVENTER B50/LF850 SHEET CONTENTS: �1 j i I -1 /I\ -- PERIMETER DRAIN NDS X864 CHANNEL DRAIN 3 i I I ! 1 I , 1 1 I REFERENCE SYMBOLS ANN i E>:€�TTi � ,- ,.., �. :: 3. - �'i T i: ,I. r}.-„i-r-r' "'-CT., e s, I' T� i ,`." iT �-.r. c ! I::5, E' Iii' -E, E .,i, 1 j}I i= I I I J j E■■ I 1 1 3 3(- { ? '. PP I i f s#I `. ! j€; f j l: ! )£(y[[yf�}�;}� 1 i .. . I If .s E 161 1W _ 1 I €�:.....-�.... i 1 ->.n.. .a�, € .. R j '�' �1 ,....• ....-^1`f 1 I; e i F , I - i 1. I.»w,._,.....<4 I I I'' I I E f `i 13 S I i I I PO SKIMMER. CIS HANDRAIL E I SPA PLUMBING PLAN I Ii:O...‘nil SUCTION OUTLET STEP LADDER I ! NOTE: I I 1. WHEN POOL EQUIPMENT 15 LOCATED BELOW POOL WATER LEVEL, ! ! • SUCTION OUTLET 1 X1 XIN DEPTH MARKER SIGHT GLASS AND BALL VALVES SHALL BE INSTALLED ON POOL PLUMBING TO ISOLATE I ! I SECTION BACKWASH VALVE POOL EQUIPMENT FROM BACKFLOW. � I 2. EQUIPMENT TO BE INSTALLED ON CONCRETE FLOOR WITH 1/4" PER ! DRAIN IN WALL W/ w� NO DIVING FOOT SLOPE TO DRAIN. I . �"' APPROVED OUTLET 7 FILTER 3. THIS PLAN IS INTENDED FOR THE HYDRAULIC DESIGN ONLY, AND IS j • COVER. 0- - - -- -- - ►r1 NOT INTENDED TO DEPICT AN ACCURATE LAYOUT OR CONFIGURATION 10INDICATES SLOPE IN P-4.{} � OF THE POOL SURROUNDING STRUCTURES. THE CONFIGURATION OF � FILL UNE (2" MIN. I 1 FLOOR ENGINEER'S STS ': / INFLUENT THE STRUCTURES HEREIN ARE AS DIRECTED BY THE j ' Co ABOVE WATER LINE) GAUGE OWNER/ARCHITECT LIGHT ,�y' . prOF�C�, OR CONTRACTOR. PLEASE REFER TO THE j '�� LANDSCAPE OR ARCHITECTURAL PLAN FOR CONFIGURATION OF THE j • 0�G NE�c`4 STRUCTURE. I j I ; -- RETURN LINE __� SLOPE TO PLANTER ~ 84136P- II II j I OR DECK DRAIN 1 CHECK VALVE ® MANUAL VALVE ' r o' AUTO-FILL FROM POTABLE WATER I , �� OREGONo ct SUPPLY W/ BACKFLOW PREVENTER 1 I I I 'V 44,)„ ir, 2 G�� FLOW METER I FILL LINE I EE 0\ (SEE EQUIPMENT NOTES) 1" 1"-O.-) EFFLUENT GAUGE (p --.X_:_ir PRESSURE GAUGE MAIN DRAIN SUCTION LINE I (SEE EQUIPMENT NOTES) � I � xpires 12/31/2020 I 4-3"- ' , "'♦3"-------- i PLAN VALID ONLY WITH ENGINEER'S '� I I SIGNAT11RE IN RED INK ON PLAN. r FLOW CONTROLCIRCULA ' PUMP �11I 1 -�3" VALVE, TYP. I SKIMMER SUCTION LINE i ' I Jas #: 18-0679 ------------ 3"--+ IC- -41 3" ___ t I I SCALE: PER DETAIL VACUUM GAUGE I RETURN LINE J ' ►�. } --110-72 + }- I I DATE: 12/17/2018 C 91) --I-- JET RETURN LINE--I ----------� RA Y: .A.L. BY PASS LINE WITH • L RAWN BOOSTER -3"}- 1 - 3"-~� FLOW CONTROL VALVE7 PUMP I CCHECKEDYBY: T.L.L. 11-N. I BOOSTER SUCTION LINE HEATER = , � I -.Icy-_4 ------------------------ „,„I_3"----------------------_i SHEET if: 1 CHLORINATOR & ORP/PH CONTROLLER (CONNECTIONS PER MANUFACTURER) p_3 . 0 I SCALE: Ll..) SPA PLUMBING PLAN I )„ = 1, COPYRIGHT 2018, POOL ENGINEERING INC. ENGINEER: II. pool engineering S-0" fr 10'-0" VGB APPROVED SUCTION OUTLET )( EQ. I EQ. 40'_0" Inc. HOSE BIB COVER IN ACCORDANCE W/ ANSI/AMSE A112.19.8-2007, TYP. e I .''_ 2' SQ. x 2' DEEP :" '" :: 10'-0" BACKWASH SUMP j' �1,Lye I �'4 '�'`" 2% MIN. Y" f 8-g / 21' 6" 1' / Experts in Swimming 2% MIN. Y" America's •FE 4 W/ 4" DRAIN BYN PER FT. WATER LINE ,v1 -6'/ PER FT. Pool Structural Trade Practice. d OTHERS , NEP .. . .. .,..,,.. . .. . .. i _. , %; SUCTIONNGLINE E -11-� PrP \ III'- j`, 0�- =Ill_ ZCr't —I �TII� 1201 N. Tustin Ave. NOTE. i. 1- \ - �, Anaheim, CA 92807 1 II SPA CHLORINATOR 1. SUCTION OUTLETS SHALL BEI -� (CONNECTIONS PER0 —POOL CHLORINATOR HYDRAULICALLY BALANCED AND 4'-0" / �' Phone: (714) 630-6100 LIGHT, 0 (CONNECTIONS PER SYMMETRICALLY PLUMBED tr, -� n FaX.: (714} 630-6114 MANUFACTURER} MANUFACTURER) TROUGH ONE OR MORE "T" \ III_ TYP. - FITTINGS AND SHALL BE - _ I \te,/, 1 I 10 -III�II II=I ��=1 �I . 11 WWW•pooleng.com SPA HEATER -- I -� I - SEPARATED BY A DISTANCE OF r - �I 1 i-111 1 I�I I I:I II I III I �I 11=III I I 111=1 I FI I I----I I I F AT LEAST 3 FEET APART IN ANY x "'� \ - "'=11 3t-1111=----1 1I I11 , ,III ) III �-I� 11-I I ;III I I T " I I - POOL DIMENSION BETWEEN THE ' -SUCTION LINE PER CHEMICAL CONTROL HEATER SUCTION OUTLETS. z a©• o PLUMBING PLAN T I - I I 111' REVISIONS: (CONNECTIONS PER I 1 1} 2. SUMP MUST CONFORM TO MANUFACTURER J-) 1= VGB APPROVED 6 # REASON OR ISSUE DATE MANUFACTURER), �� CHEMICAL CONTROL z_,a SECTION q SUCTION OUTLET v TYP SPA PdOL (CONNECTIONS PER RECOMMENDATIONS. o▪a TYP. EH5 CORRECTIONS Ol/31/19 i EQUIP. EQUIP. I MANUFACTURER), m lq+� ��� T I TYP. Ln I- `` Q ► . SPA CIRCULATION f i � :a STI PUMP I■�.% 1?.2 Ir '''// PUMP CIRCULATION n / \ o I SCALE: A N SPA FILTER 0 II —4.--DRAIN® 11 6 ) SUCTION OUTLET DETAIL \ 1 ) POOL SECTION I y" = 1' A 11 BY OTHERS ,/ \ 0 POOL FILTER SE 11 6" MIN. RIGHTS TO ALL DRAWINGS, REPNESENTATIONS, IDEAS, DETAILS, NOTES & / SETBACK,SETBACK, TYP. �� 6" MIN. SPECIRCATONS EITHER COPIES OR ORIGINALS CK, TYP. THERE OF THAT MAY BE INCORPORATED INTO - a THIS DESIGN ARE THE PROPERTY SOLELY OF &411. II0. POOL ENGINEERING, INC. PERMISSION FOR ANY SPA ET ���! " >� COPIES OF SAID COPYRIGHTED MATERIALS, CIRCULATION j;,. ��� ��2 �1 2 5'-0 10'-0" DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS PUMP ' / / \ AND SPECIFICATIONS EITHER ORIGINALS OR /i' REMAINT UNIFORM COPIES THERE OF TO BE MADE, COPIED OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY 8E AUTHORIZED WITH // BACKWASH LINE-. W/STEP RISERS, THE EXPRESSED WRITTEN PERMISSION OF POOL / F THIS PLAN, / o _ TYP. 2 PER INFT.4" N C.0 THEINUS RN ACKNOWLEDGES THAT G, INC. BY THE USE O E/SHE READ WATER LINE & UNDERSTANDS ALL OF THE NOTES INCLUDED (] I HEREIN. -ELECTRICAL / a PANEL a ,r---9, cel w M M M M M n M fY L' '" •. A. - ^,�, &. .J.. ,. A.. A• A= • •. •. .. ■. •. . ■...-w...-A ) IIH 2% M . 1/4" 2% M . 1/4" �` ..- ,. ._ - - IPROJECT: / PER FT. PER FT. xT ss I Ill— / Cal - / �� /��/� ii��- /r/ii%/ i;,��//�fig/ii ./f' -'1' T .., \ 1 ,, .4 e .- BACKWASH SUMP i - ,, NOTE: 1. BUILDER TO INSTALL EQUIPMENT PER MANUFACTURER RECOMMENDATIONS. __ � f 2. THIS PLAN IS INTENDED TO DEPICT THE SCHEMATIC LAYOUT OF THE P-TRAP 10 ` ... TIGARD APARTMENTS SWIMMING POOL AND SPA CIRCULATION EQUIPMENT ONLY. BUILDING AND _ 890 SW OAK STREET EQUIPMENT ROOM DESIGN, INCLUDING ARCHITECTURAL, STRUCTURAL, NOTE: • JI — MECHANICAL, ELECTRICAL AND ANY OTHER DESIGN ASPECTS ARE THE MECHANICAL ENGINEER TO DRAIN TO i _ III — DESIGN RESPONSIBILITY OF OTHERS. DETERMINE PIPE SIZE AND SEWER =1 I IIII—III I I , 1-1 " I TIGARD, OR 97223 SUMP DIMENSIONS. III 11 ! III_ III III—III—I I I 9 POOL EQUIPMENT ROOM TALE ` 7) SUMP DETAIL I STALE:1 j SCALE: POOL ENTRY STEPS 3A" - 1' CONTRACTOR: �I 1C-0" / / HANDRAIL TO REMAIN UNIFORM W/STEP RISERS / 1'-0" `, l'-O" / 1'-O" �, 7'-0" / SECTION q ELEVATION PREMIER POOLS & HANDRAIL To , \ lr, SPAS - OREGON EXTEND OVER (// -. -- COPING I 9150 SW PIONEER CT. I 20 MIN. E § ,, 1'-6" STE. G ,, - 1% MIN. X" 22' MAX.! WILSONVILLE, OR 97070 co n 2% MAX.- Yapn 27 MIN. Y" PER FT. 2% MIN. Y" PER FT. WATER LINE- PER FT. (503) 943-9613 1 111111 7 ' =111=11=11141F-111=111=11 N ,��n =11-III_ I ..:. _--.- .-. _. =1��111=1�1Ir I1,1=I 1-111 I ll=111,'' I I T 11 111=111 11--111 11-r o ITI=' � CI I I III limp Em I I�1- I 1�I " , i 1- `4 0 -I ITE . .. ,,l 1=� �1T v,.//.,"j'1 fi -- . ' - SHEET CONTENTS: III 5„ I �( y r r MIN. • MIN. _, I 1 I \ \ o / O N I' RECESSED STEP HOLES WITH 0 5" MIN. TREAD DEPTH AND _ 14 MIN. WIDTH DESIGNED TO BE READILY CLEANED. TYPICAL iF • w` SECTIONS AND "-=1 I I=I I I I III-I 1 FI 11=1.: 0 1-111111 0 FF•1117I111-=--6 VGB APPROVED # 11= DETAILS SUCTION OUTLET, - TYP. :,..) I SCALE: � I SCALE: j SCALE: r I SCALE: N.T.L. 3 ISTS RECESSED STEP DTL N.T.S. SPA SECTION _ I Y 1 ENGINEER'S STAMP: , ' aces DECING �' ?4196!op DECK DRAIN OR COPING PLANTER SKIMMER (BY OTHERS) OREGON 1- 1" MIN. ) �� 2% MIN. t y �} Zo°� ��2- MAX. y" PER FT._ LEE \,1"I \ res 12131!202s.vri v'r\I l „--r-(r f 111 11 I. \ I=1I—I- II •i On y 1=I I I-I I 1II.- �, — D ONLY WITH ENGINEER'S 11 Ifi 1I I -\\pJ V VLZ I rf' 1A I I—I I 1=U I I i,I 11-1' SIGNATURE IN RED INK ON PLAN. FLOW CONTROL I =111-11 I 1 I m & CHECK VALVE 1=I II UM JOB #: 18--0679 III=11'- oa. WATERIII III_ ' ` - ” LINE 111=ll- SCALE: PER DETAIL- �I lliI l -1r,- I I IA I IA ' IHI1=111 DATE: 12/17/2018 II FLOW CONTROL A4_/'_,' 7,,, -1 a11- -_.,p_flI & CHECK VALVE co T MAX. I _ICALCS BY: R.A.L.E DIRECTIONAL -[1 11 4 DRAWN BY: R.A.L. INLET FITTINGIZ L RETURN CHECKED BY: T.L.L. � _ FROM PUMP SHEET #: p.4 . 0 e � j SCALE: j I SCALE: j J SCALE: I SCALE: SCALE: I N.T.S. I N.T.S. 1 N.T.S. r 5 SKIMMER DETAIL I N.T.S. j INLET FITTING & COPING DETAIL N.T.S. CDPYRIGHT 2of8,Paa B�GiNFERING INC.