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Plans (19) BUP2020 -00183 RECEIVEDOFFICE COPY UUL 2 S K CITY OF TIGAH SPECIFICATIONS: BUILDING Dlvlslc EXCAVATION - THE SUBGRADE OF THE SWIMMING POOL SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% T-99 greenish,Oak.Q Joy Cinema ® oma Th P°""e 5G00Q t OF RELATIVE MAXIMUM DENSITY. ANY SOFT OR UNSTABLE SUB GRADE MATERIALS ARE TO BE REMOVED AND BACKFILLED WITH Aparmaeut, R'"k e ri© DaOa Den Studio P orrheNrvlo ,-m;onmQ .Me6 CONSULTING ENGINEERS CRUSHED ROCK AND COMPACTED TO THE REQUIRED DENSITY. `rt"pi—i,Ra°Q ® MECHANICAL AND ELECTRICAL SYSTEMS N" « n Prul ��� Landmark Ford❑neanQ 6915 SW MACADAM AVE. REINFORCED STEEL - STANDARD DEFORMED BARS, INTERMEDIATE GRADE, FREE OF RUST AND DIRT, SHALL BE PROPERLY POOL DATA: "' 0 s o t SUITE 200 POSITIONED AND TIED IN PLACE WITH STAGGERED SPLICES. LAP 40 BAR DIAMETERS. SEE REINFORCING SCHEDULE. DECK AREA 2,375 SQ. FT. le PERFORMANCE CURVES Dmas'ars y 'm'"s°1P"'eQ g Poi Se =e0r PORTLAND, OREGON 97219 POOL AREA 760 SQ. FT. Symoosum,cf1_9 QDre,a"R"e.°,ka ' Apaam3rnnnfaQ a�mahPGtl gln . PHONE: 503.892.1188 GUNITE — MINIMUM WALL THICKNESS 6 THROUGH COVES 6"; 1:4 MIX, 7 SACK, ULTIMATE STRENGTH 3,000 PSI AT 28 DAYS. idpPnMlSaad GalraomDanne $en'teOvermyer, FAX: 503.892.1190 POOL CAPACITY 22,700 GAL. M — a110R� N"ea"Plundone Chi Sy Nal lnaom Racing Q Wella Good TURN OVER RATE 108 GPM — ORPM "gadQ UReeHouse© s Donaumer"l°lar CONTACT...BRENDAN ARNOLD Tpard TO WESe Q Q sw.,,v INSULATION - THERE SHALL BE A MINIMUM OF R-12 INSULATION AROUND THE SIDES AND BOTTOM OF THE SPA PER � — 1.RPM MC lMi,allr engineering@mke-inc.com TURN OVER TIME REQUIRED 6 HOURS arm.-aMa.M 5 RPM p Nnez Ruileing m Managemem WASHINGTON STATE ENERGY CODE SECTION C404.10.3. G ;e© Maoedala��O TURN OVER TIME DESIGNED 3.5 HOURS Snyder Lowes HomeQ BONDING - POOL FIXTURES, PIPING SYSTEMS, REINFORCING STEEL, CONDUIT, AND OTHER APPURTENANCES TO THE POOL SHALL FILTER AREA REQUIRED 6 SQ. FT. Q „ulrillulaingPhichicaQ "°°eTB"' Q r FILTER AREA DESIGNED 7.06 SQ. FT. AG ^i�D^me^ Q A P'n'yR°g"s80o G�Pa1e "�,yr BE BONDED AND CONFORM TO ALL PROVISIONS AS SET FORTH IN THE NATIONAL ELECTRIC CODE ART .680 SWIMMING POOLS s palMUGlnea "g°5°"""e o ''o•HUMFer Slreet Maria tevna© FOR 1987 N.B.F.U. NO. 70. BY OWNER. RECIRCULATION RATE DESIGNED 108 GPM o w �•sW" nnM aacaiQ ��r<p PROF,S RECIRCULATION RATE MAX. 140 GPM a ,G fe QP°""`heds ;`e"° `D� No ' Nee Si B n 8 mess *'< HIIlaeetQ Ealerded Slay Amen. 'P GROUND FAULT INTERRUPTER - A GROUND FAULT INTERRUPTER SHALL BE PROVIDED ON ALL BRANCH CIRCUITS INVOLVED IN RECIRCULATION RATE MIN. 68.5 GPM � ssmcruu9 Q.gardW'naupply Pam.eTi,We WV LIGHTING OR RECEPTACLE OUTLETS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE . BY ELECTRICAL CONTRACTOR. BATHER LOAD 31 PEOPLE Msea rM WM Q Company Q ® a 0 t c- ae_ 10 n Tigard Skateperk Pols°Do,Pah i Hllllop Cale � �y • .. , Podim G i ga d Cdy Hell® r ALL ELECTRICAL WORK SHALL BE PREFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IS NOT THE RESPONSIBILITY OF ° '° '° '° °° ° '°° "° in in in '°° '^° in in T OREGON .\ :W v'n.a A V ' THE POOL CONTRACTOR OR DESIGNER. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK AND LOCATIONS OF ATERFlLWRATEINUS.GALLGNSPERMINUTE F . - -_ QAylye C"rpour iOn � s Q f Ple<naHeadpGanwa'c"9, Q " " 'pF °He z,2o1 EQUIPMENT WITH POOL BUILDER PRIOR TO ROUGH IN. n= "r,ecnort hedemonsvote>pa- aeakPerkt I o © NQq -dao ORPM,1500RPM.2JbOItPM o 1031 7RPM. �. A HamPlon mdge' - N C• a 4�Tlgar°Sc Jor Cem4r au admen.n 1 HP INTELLIFLO Q 1•' °' V ARemaliye Services PIPING - ALL PIPING SHALL BE PVC AND SHALL BE NSF APPROVED. PIPING SHOWN IS SCHEMATIC. FIELD ADJUSTMENTS SHALL "` ! ! Tk 4P�IVoUErW ore,on INC 1-POOL RECIRCULATION PUMP O' AGra C.d-,1 EXPIRES 12-31-21 BE VERIFIED WITH ENGINEER AND GENERAL CONTRACTOR. Hideout Q < Q 9 Adoary3oul `� Pepe MaterielismadhpQ - Aduli Care Home - HEATING SYSTEM - HEATING SYSTEM SHALL BE EQUIPPED WITH 18" CPVP ON BOTH SIDES OF THE HEATER, PLUS TWO HIGH aM; N Collective Church TEMPERATURE ASME RELIEF VALVES AT 50 PSI PLUMBED TO WITHIN 6" OF THE FLOOR. Z.Cp.IN Google `Me den Coomppaany7 ADDITIONAL WORK BY OTHERS - FRESH WATER SUPPLY TO EQUIPMENT ROOM WITH PROPER BACK FLOW PREVENTION DEVICE IN N CITY OF TIGARD PLACE, GROUND FAULT INTERRUPTERS, VENTING FOR HEATERS AND SEWER LINES FOR BACK WASH OR DECK DRAINAGE, DECKING AND DRAINAGE. GENERAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. 2 VICINITY MAP Approved by IPI nning S P 1 SCALE: NTS Date., , ' ., S JPI _ DECKING - SHALL BE CONCRETE WITH TROWEL AND LIGHT BROOM FINISH, SLOPING MINUS 2% FROM COPING TO DRAINS. 1 e rf� WATER REMOVAL - THE POOL IS DESIGNED TO HAVE WATER IN IT AT ALL TIMES. REMOVAL OF WATER FOR POOL REPAIR OR IIItIaIS: Sc�? y CLEANING SHALL OCCUR WHEN THE GROUND TABLE IS BELOW THE BOTTOM OF THE POOL. SIGNS - STATE AND FEDERAL HEALTH SIGNS ARE TO BE POSTED AT THE ENTRANCE OF THE POOL. VALIDITY OF PERrAIT THE ISSUANCE OF A PERMIT REGULATIONS - OPERATING INSTRUCTIONS ARE TO BE FURNISHED TO THE OWNER BY THE POOL CONTRACTOR, AND THE OWNER BASED ON CONSTRUCTION MUST FOLLOW ALL CITY, COUNTY AND, STATE AND FEDERAL CODES AND LAWS GOVERNING THE USE AND OPERATION OF THE DOCUMENTS AND OTHER POOL. 3.1 3.2 3.3 3.4 DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM DRAWINGS — ALL DRAWINGS ARE SCHEMATIC CONTRACTOR SHALL COORDINATE WITH ACTUAL SITE MEASUREMENTS AND REQUIRING THE CORRECTION LOCATIONS. ALL MODIFICATIONS FROM THE PLANS SHALL BE APPROVED BY THE POOL DESIGNER, STRUCTURAL ENGINEER AND OF ERRORS. OSSC 105.4 LOCAL JURISDICTIONS PRIOR TO BEING BUILT. r n lJ J z o ►� GENERAL NOTES: W N POOL GRAB RAIL 'J' 1- MINIMUM CONCRETE STRENGTH: 3000 P.S.I.AT 28 DAYS GENERAL THICKNESS AND REINFORCING SCHEDULE — - 3.p1 _ � - __ � POOL SKIMMER 'E' ASTM A 615 GRADE 60 � l 2- REINFORCING: ASTM A-615 GRADE 60 'R' POOL AUTO FILL '0' " r1/ O IOf 'A'BARS 'B'BARS IT MIN. POOL POOL LL 3- ALL POURED CONCRETE TO HAVE A MAXIMUM SLUMP OF 4 ORAL MECH STORAGE EQUIP Q 0 4- ALL GUNITE TO HAVE 0"TO 1"SLUMP. t� 3-107 3-108 3-109 3-110 2'-0"TO T-0" #3 AT V-0" #3 AT 1'-0" 6" I- O 5- THIS DESIGN IS PROVIDED FOR THE"NAMED PROJECT'ONLY. 3'-0"TO 4'-0" #3 AT V-0" #3 AT V-0" 7" \ k'\ / r1 DESIGN IS NOT APPLICABLE TO OTHER LOCATIONS OR CONDITIONS. '_ FITNESS L . . - v 4'-0"TO 5'-0" #3 AT V-0" #3 AT V-0" 8" 3-106 ® '� I� 7 —0 6- 3'-3"DIMENSION IS MAXIMUM DIMENSION ALLOWED FOR GENERAL 6-0"TO 6'-0" #3 AT V-0" #4 AT V-0" 9" (— THICKNESS AND REINFORCING SCHEDULE TO BE USED. JANITOR POOL SIGNAGE 'X' POOL DEPTH 3-113 RESTROOM RESTROOM MARKER 'W' / n 7- EXTEND BOTH'S AND'B' BARS TO TOP CH POOL WALL WHEN SPECIFIC i 3-112 3-111 l/ J O POOL THICKNESS AND REINFORCING SCHEDULE IS USED. 8'-0' POOL ADA LIFT 'N' POOL RECIRCULATION W _ I - MAIN DRAIN 'C' U 0 VLMK r _ 38 D' W CONCRETE DECK 12 I O By ENGINEERING + DESIGN O-) Q g (6)#3 BARS CONT. 3933 SW Kelly Avenue-Portland, Oregon 97239 I— — — o POOL HYDRO STATIC 0 503.222.4453 www.vlmk.com COMMUNITY 10'-3" RELIEF 'D' 05/15/2020 3-105 9'-3- POOL LIGHT 'HW 1 #3@8"x24",24"O.C. CT(/Rq 1 S4 PRoi-el, ulpVic`' G NeFP �oy9 a 00 POOL HAND RAIL 'I' POOL RETURN 'F' 'A'BARS(SEE SCHEDULES) O Z o _ — w 3.0 0�_6�r m — �F 23 N M x MAINTENANCE NOTE: EXPIRE - -2021 / \ 3-104 1. PROVIDE SPECIFIED REINFORCING / I AT SKIMMER. RELOCATE ABOVE OR BELOW AS REQUIRED. 3"CLEAR TYPICAL 2, HOLD ALL REINFORCING 3"CLEAR OF _ _ _ FACE OF CONCRETE-TYPICAL. 3•D — — — -- yl, -- State of(}. ;, _», ISSUE DATE: #3 AT 12"O.C.TYP. OFFICE "� 05/22/2020 ° oJV ARCEL 3 102 Ca�aeta s. SET TYPE: 'B'BARS(SEE SECHEDULES), �v�� 3-10 —� Botts Instagai jr.coji,,. HEALTH PERMIT EXTEPOOL WHEN BARS IF TOP OF 1 — • POOL WHEN SPECIFIC �[v�' 3 E — — — _ _ I _ ,_S�BCIa�IIAalTnMt'-.^a.c,r,ftT�;+�`,�.rL�g ;• C /+ � _ REVISIONS: THICKNESS AND REINFORCING ❑�R9infoR;r• r ,J . OFFICE, COPY SCHEDULE IS USED. 3 8';r r'rvs4E5yi'3y", rj }'y.I;Cpyyt8 ❑ S�n1ra±W.- g CITY OF TIGARD, ❑ Hitkn i 'Tv : j REVIEWED FOR CJDL COMPLIANCE 'T(SEE SCHEDULE) LEASING I Approved: �] DRAWN BY: 3101 ❑ StriX :'a to " 'y OTC: [ ] KENDAL P. ❑ Re+r.xc la v : tr C' is a Permit #: r , �^�f�^ !)t11 R DESIGNED BY: ❑ InsuE +i3 �'ie-ti:!3:C.{'i:j Address: y1) Hy^7_iXy.-t r cl KENDAL P. #3 AT 12"ON CENTER suite#: �p CHECKED BY: INEACH WAY ❑ Pltt tgs,irlla -?eras tiCmosans BY; Da[c: � BRENDAN ARNOLD ❑ Shoicrete MKE JOB #: BL-5430 ' ❑ SPsc I Gradvs9, FX^ayation and FiTing 'O 7POOL EQUIPMENT LAYOUT L7 smoke-Conuct:"; r: POOL, SPA AND EQUIPMENT LAP ALL REINFORCING LAYOUT Z— 1'-0"MINIMUM. TYPICAL �vai SPS SCALE: 1/8" = 1 '-0" 0 4' 8' 16' Z a� PROPRIETARY STATEMENT oM TYPICAL WALL SECTION - TOP OF POOL AT GRADE THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE ZItSCALE: NOT TO SCALE Y� FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR spi oM COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF f�3 THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN o% POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. [Lx ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MIKE 3 ASSOCIATES. INC. FLOW METER 'K' RAINBOW CHLORINATOR 'R' PRESSURE GAUGE 'L' THE FIELDS APARTMENTS POOL EQUIPMENT LIST ' CONSULTING ENGINEERS SYMBOL OTY. DESCRIPTION MANUF. CAT.NO. MECHANICAL AND ELECTRICAL SYSTEMS 6915 SW MACADAM AVE. A 1 INTELIFLO VS PUMP PENTAIR INTELIFLO VS(3110 RPM) SUITE 200 vc VACUUM GAUGE 'M' PORTLAND, OREGON 97219 B 1 SAND FILTER(7.06 SQ. FT.) PENTAIR TR 140C PHONE: 503.892.1 188 C 2 32"CHANNEL DRAIN FLATE GRATE AOUASTAR 32CDLTxxx FI FAX: 503.892.1 190 D 1 2"HYDROSTATIC RELIEF VALVE SWMQUIP 07017-168 PI CONTACT...BRENDAN ARNOLD E 3 SKIMMERS PENTAIR U-3NP engineering@mke-inc.cam F 6 RETURN INLETS-WALL PENTAIR 542405 FI G 1 GAS HEATER(400,000 BTU) PENTAIR MASTER TEMP 400 H 2 INTELIBRITE LIGHT(500" PENTAIR 601302 n ��ED PROFF 2 LIGHT NICHE PENTAIR 78210400 c�K NG I NeF HEATER G FILTER B RECIRCULATION v� I 1 HAND RAIL(SS) S.R.SMITH 2 HR-5-065 PUMP 'A' "'9 J 1 GRAB RAIL(SS) S.R.SMITH K 1 3"FLOW METER BLUE-WHITE F-300 BACKWASH SIGHT GLASS 'T' OREGON L 2 PRESSURE GUAGE SVWMQUIP 33606-0003 �P vG�f 2,20,, S M 2 VACUUM GUAGE SWIMQUIP 33600-0013 AN C. N 1 ADA LIFT AQUA CREEK RANGER EXPIRES 12-31-21 0 1 AUTOMATIC FILL MP INDUSTRIES MP-1953J a R 1 RAINBOW CHLORINATION FEED PENTAIR 329X L � U T 1 BACKWASH SIGHT GLASS z a U 1 BACKWASH TO CITY SANITARY WITH 6"AIR GAP w 3 a V 1 FLOOR DRAIN m W DEPTH MARKERS ALSO ON DECK C-4 a m X 1 SIGNAGE PER OAR 333 060 0215N _ V) vYi vYi N N N 2 POOL EQUIPMENT FLOW DIAGRAM S P 2 SCALE: NTS u / I- POOL LZLJ N POOL PANEL EQUIP U -11 HEATER FRESH WATER PUMP I 4" MAIN DRAIN O W FILTER 2" SKIMMER O z 2" SKIMMER 1" FRESH WATER AUTO FILL a N O " 2-1/2" RETURN Z U' 6 BACKWASH 2" SKIMMER STAND PIPE r �- LL I POOL ry MECH ' -� ; I - - - - un O 3-108 STORAGE r - � I - C) w 01 3-109 L 4 :. :. 0o O ® T111 11 Lm W � F = I I = RESTROOM RESTROOM 3-112 3-111 I I - - 4" MAIN DRAIN i I I I I — I -- L — — — - ISSUE DATE: 05/22/2020 COMMUNITY SET TYPE: �`� \ HEALTH PERMIT 3-105 - `\ REVISIONS: 1 1 I . .� DRAWN BY: I I KENDAL P. a DESIGNED BY: M KENDAL P. CHECKED BY: N BRENDAN ARNOLD N MKE JOB #: BL-5430 - - — — — 1 i POOL PIPING AND zN I I EQUIPMENT LAYOUT �a_ I Lu PROPRIETARY STATEMENT to �M POOL PIPING AND EQUIPMENT LAYOUT THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE wl SCALE: 1/4" = 1 '-0" Z FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS x/ S P 2 0 2 4 8 CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR m COMPETITIVE BIDDING PURPOSES ANY REUSE OR REPRODUCTION OFSP2 THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN 05� POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. J .. ax urc xcPaoo11c11o1/ OR uoa11cAna1 OF n11s oocuuolr Is Paowmrm wrtlaur THE PERYISSgN of 11KE a ASSOCu1[i INC. STAINLESS STEEL CENTER LINE RAIL 6" F.P. NON-SLIP TILE MIRROR FINISH 1.90"X.065" WALL DEPTH MARKER - ALSO INSTALLED PER MANUFACTURES ON DECK INSTRUCTIONS & PER LOCAL CODES CONSULTING ENGINEERS WATER LEVEL GRAB RAILS MECHANICAL AND ELECTRICAL SYSTEMS 6915 SW MACADAM AVE. 6" F.P. CERAMIC PRECAST COPING SUITE 200 MASTIC JOINT TILE I rIF I 2% SLOPE " 24" t2" 2% SLOPE t" 6" F.P. CERAMIC TILE PORTLAND, 503.892.1118819 3" I II FAX: 503.892.1190 ARNOLD- CONTACT...BRENDAN AR INTERIOR FINISH i engineering@mke—inc,com .n N a WHITE MARBELITE 1n 1O R1' 0" I toQa a �9PROF, a o �ANG i NfF 2" NON-SLIP, F.P. CERAMIC ---/ WATERLINE J2 y p " TILE. TYP. EACH TREAD. SKIMMERa SKIMMER- � COLOR TO BE DETERMINED ASSEMBLY a V , 6 THROAT LINED OREGON CHANNEL MAIN DRAIN WITH 6" SQ.F.P. (4) RISERS ® 10.5" EACH MAIN DRAIN RECIRCULATION TO TO EQUIPMENT CERAMIC TILE �FNpgN C. EQUIPMENT ROOM LOCATED EQUALLY ROOM. SIZE PER 4'-0" 26'-0" 8'-0" BETWEEN BOTH MAIN DRAINS PIPING PLANS < ° A - EXPIRES 12-31-21 38'-0" HYDROSTATIC EQUALIZER LINE CAPPED a ° RELIEF VALVE NOT FOR USE POOL LONGITUDINAL SECTION 2 DETAIL - SKIMMER SP3 SCALE: 1/4" = l '-O" 0 2' 4• 8' SP3 SCALE: NTS 6" F.P. NON-SLIP TILE DEPTH MARKER - ALSO ON DECK WATER LEVEL ) / PRECAST COPING 6" F.P. CERAMIC v J TILE MASTIC JOINT GRAB RAIL Z 0 HAND RAIL 2% SLOPE MAIN DRAIN OUTLET COVER 6" F.P. NON-SLIP TILE A3" I 12% SLOPE SEE EQUIPMENT LIST N DEPTH MARKER - ALSO PRECAST COPING s - EQU PMENT SUMP PER LIST POOL FLOOR ON DECK W MASTIC JOINT WATER LEVEL 1 INTERIOR FINISH I 3 6" F.P. CERAMIC v WHITE MARBELITE i' SP3 Z TILE Fi t" 1n j//////\/// .'//�/i/��//�..• Q- � z 2% SLOPE 3" 000e 2% SLOPE 1 n CHANNEL MAIN DRAIN / r c /n `V INTERIOR FINISH I °8 ° 8 64 0 HYDRO STATIC SUCTION LINE PER PIPING PLAN RELIEF VALVE $ 8`a8 Ss 8 a HYDRO STATIC RELIEF LL WHITE MARBELITE o ° Rt'-0" (4) RISERS ® 10.5" EACH MAIN DRAIN RECIRCULATION TO ;8md°g° bo ` , 8�°g,tl 17-0" 3'-0" T-0" 3'-0" 3'-O" 7'-0" EQUIPMENT ROOM LOCATED EQUALLY goo °a g� g °a B 24" x 24" GRAVEL SUMP. W BETWEEN BOTH MAIN DRAINS °° 8 °° g '� o RUN 8" x 8 ' DRAINS TO 20'-0" 20'-0" o8m�88 8aog°e„8o W 34" GRAVEL WRAPPED O Q °8 a° b8 8a d °a 8:° N 1 FIL ER FABRIC 0 LL_I 3 POOL TRANSVERSE SECTION - SHALLOW END 4 POOL TRANSVERSE SECTION - DEEP END 5 DETAIL - HYDROSTATIC RELIEF = SP3 SCALE: 1/4" = l '-0" 0 2• 4' 8' SP3 SCALE: 1/4" = 1 '-0" 0 2' 4' 8' SP3 SCALE: NTS NOTES: 1. MAINTAIN FULL PIPE SIZE UNLESS OTHERWISE NOTED. 2. PROVIDE TRU-UNION ISOLATION VALVES OR FLANGES AT ALL EQUIPMENT. ALL VALVES 3" OR LARGER SHALL BE PVC BUTTERFLY VALVES. ALL VALVES 2-1/2" OR SMALLER SHALL BE TRU-UNION PVC BALL TYPE. 3. ALL CW PIPING INTO THE EQUIPMENT ROOM SHALL BE SUPPLIED AND INSTALLED BY PRIME PLUMBING CONTRACTOR. STAINLESS STEEL GRAB RAIL 4. NATURAL GAS PIPING AND FITTINGS, COMBUSTION AIR, VENTILATION AND EXHAUST SYSTEM BY MECHANICAL CONTRACTOR. MIRROR FINISH 4.1. AIR REQUIREMENTS FOR HEATER: FREE COMBUSTION AIR 1SQ.INCH PER 2000 BTU LOCATED ABOVE DRAFT HOOD AT FLOOR LEVEL. 4.2. ADEQUATE VENTILATION SHALL BE PROVIDED TO MAINTAIN AIR QUALITY AND TO PROVEN MOISTURE BUILDUP IN INDOOR AREA. ISSUE DATE: 05/22/2020 5. SECURE ALL PIPING OFF WALLS OR BRACKETED SUPPORTS OFF FLOOR WITH COATED UNISTRUTS. o0 6" RAD. SET TYPE: HEALTH PERMIT 6. ALL HARDWARE SHALL BE STAINLESS STEEL. CANTILEVERED DECK COPING REVISIONS: 7. LIGHTING PROVIDED IN EQUIPMENT ROOM SHALL MEET CODE AND ARE BY ELECTRICAL CONTRACTOR. 7.1. ALL ELECTRICAL EQUIPMENT, EQUIPMENT ROOM RECEPTACLES SHALL BE GFCI PROTECTED. w 8. ALL CONSTRUCTION MATERIALS WITHIN THE EQUIPMENT ROOM SHALL BE IMPERVIOUS TO WATER AND CHEMICAL RESISTANT TO CONDITIONS NORMALLY ENCOUNTERED _ WITH OPERATION OF A SWIMMING POOL OR SPA. 24 DRAWN BY: N 9. EQUIPMENT ROOM DOOR SHALL BE LOCKABLE. EQUIPMENT ROOM TO BE ADEQUATELY VENTILATED FOR GAS BOILER. KENDAL P. DESIGNED BY: I� 10. ALL DOORS TO POOL AREA SHALL BE SELF CLOSING, LATCHING AND LOCKABLE. '; KENDAL P. CHECKED BY: 0 11. ALL WINDOWS SHALL BE SOLID PANELS AND DO NOT OPEN. BRENDAN ARNOLD 12. LOCATE ALL RETURNS 18 INCHES BELOW FULL WATER LEVEL ANGLED TOWARD SKIMMER ACROSS CREATING GOOD CIRCULATION. MBE_�B 0 a 13. POOL BUILDER SHALL SUBMIT DETAILED PHOTOS AND NOTES TAKEN DURING ALL PROCESSES OF CONSTRUCTION TO THE DESIGNER PRIOR TO COMPLETION OFAir) 6 DETAIL - GRAB RAIL AND STAIRS POOL SECTIONS CONSTRUCTION REPORT OR SIGN OFF FORM THE ENVIRONMENTAL HEALTH DEPARTMENT. THIS INCLUDES, BUT NOT LIMITED TO THE FOLLOWING: SP3 SCALE: NTS DETAILS AND 13.1. PRE—GUNITE PHOTOS OF REBAR LAYOUT, STEPS, PIPING LAYOUT, DRAIN MANIFOLD LAYOUT AND THE LIKE. PHOTO SHALL HAVE A TAPE MEASURE SHOWING NOTES Wn DIMENSIONS. PROPRIETARY STATEMENT a� 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. THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE zIt FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS Y j 13.2. POOL BUILDER SHALL SUBMIT THE FOLLOWING DOCUMENTATION TO THE DESIGNER PRIOR TO COMPLETION OF A CONSTRUCTION REPORT OR SIGN OFF FORM THE CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR ENVIRONMENTAL HEALTH DEPARTMENT. CUT SHEETS OF ALL EQUIPMENT INSTALLED CLEARLY INDICATING MAKE AND MODEL NUMBER. EQUIPMENT SUBMITTALS SHALL m COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF o� INCLUDE BUT NOT LIMITED TO: FILTERS, EQUALIZER OUTLET COVERS, REMOTE WATER LEVEL CONTROLLER, PUMPS, DRAINS FRAME COVER AND SUMPS, HEATER AND w o THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN �3 THE LIKE. DETAILED REDLINED AS BUILT DRAWINGS SHOWING ALL DEVIATIONS OF PLANS. ALL INSPECTION REPORTS. SP3 o� POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. J LL X ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MIKE k ASSOCIATES. INC.