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HomeMy WebLinkAbout1200 Upsala Rd 00-3951 Westlake poolCITY OF SANFORD PLANS REVIEW COMMENT SHEET DATE: PROJECT: ADDRESS: 4200 6)A�/41eA kp CONTRACTOR: 7�is cow rEra s OWNER: 4,o ; 441) PLANS REVIEWED BY: /f CIO CO NTS: clo-aA, PERSON NOTIFED: wl u• ►1 NO ONE NOTIFIED: A- DATE RESPONSE RECEIVED: M ATE «+a *�4-) ,, 80-8 b 2 FIXTURES INSTALLED 5 FEET (1.52m). OR HIGHER IN THIS NOT HAVE GFCI PROTECTION IF RIGIDLY ATTACHED TO ;ERUCTURE ADJACENT TO OR ENCLOSING POOL SHALL HAVE GFCI ROTECTION IF INSTALLED LESS THAN 5 FEET (1.52m) ABOVE 'AXIMUM WATER LEVEL 80-6 b 1 EXISTING LIGHTING FIXTURE MAY BE LOCATED LESS THAN 5 1.52m) INSIDE WALL OF POOL IF IT IS AT LEAST 5 FEET 1.52m ABOVE MAXIMUM WATER LEVEL AND RIGIDLY ATTACHED 0 0.2TING STRUCTURE. AND SHALL BE PROTECTED WFTH A GFCI. 80-8 RECEPTACLES: )RECEPTACLES MUST BE AT LEAST 10 FEET (3.05m) FROM INSIDE POOL WALL - )RECEPTACLES WITHIN 20 FEET (8.1m) OF INSIDE WALL. OF POOL MUST BE GFCI PROTECTED. ) POOL MUST HAVE AT LEAST ONE RECEPTACLE LOCATED AT LEAST 20 FEET (6.1m) FROM INSIDE WALL OF POOL NOT MORE THAN W-AA" ABOVE POOL DECK OR GRADE '80- b 2 FIXTURE INSTATED LESS THAN 5 FEET A LEVEL IN THIS SHADED AREA MUST BE TO JUNCTION BOX, TRANS ANOTHER FIXTURE. 80-6 a i EXCEPTION A RECEPTACLE THAT PROVIDES POWER FOR CIRCULATION PUMP I R PERMANENTLY INSTALLED POOLS MUST BE: )NOT LESS THAN 5 FEEL (1.52m) FROM INSIDE WALL OF POOL L SINGLETYPE / ) LOCKING. G. GROUNDING TYPE ) GFCI PROTECTED. MOTOR 80-20 c OFIXTURE MAYACCESSIBLE IBLE TYPE ROM REAR (PASSAGEWAY WAY OR TUNNEL)) ,R FROM DECK ROUNDING TERMINALS, ONE FOR EACH CONDUIT ENTRY. 0 80-20 c PROVISION.FOR DRAINAGE CONDUIT MUST BE RIGID META 80-25 c TE METAL, OR NOT RIGID ON-METSTAL EMIT IS OK 680-25 c POOL -ASSOCIATED MOTORS SHALL BE UILDING.'HERE INSTALLED ON OR WITHIN WITH A SEPARATE INSULATED LISTED TYPE MC CABLE COPPER EQUIPMENT GROUNDING CONDUCTOR LISTED FOR ARPLIENTI IS RUN IN SAME CONDUIT WITH CIRCUIT AY IT APPROVED. ENT IS CONDUCTORS SIZE PER TABLE 250-95, BUT UILING. WITHIN THE NOT SMALLER THAN N0. 12 UILDINC. 14 rlj 680-8 NO WIRES PERMITTED ABOVE DMNG STRUCTURES. OBSERVATION STAND, TOWERS, PLATFORMS, OR OVER POOLS AREA OVER DECK EXTENDING 10 FEEL (3.SOm) OW -INSIDE EDGE OF POOL EXCEPT FOR: (SEE CODE FOR OTHER CONDITIONS FROM THOSE SPECIFIED BELOW). (1) UTILITY CABLE NOT LESSARTHAN 10 FEETC(3.05)ABOVE TION (TELEPHONE), TER, DIVING STRUCMMUNITY CTURES. OBSERVATIONNNA STANDS,STAR S, COAXIAL CABLES OR PLATFORM.SUPPORTED BY MESSENGER (2) UTILITY .OWNED, OPERATED, AND MNNTNNED SUPPLY LINE OR SERVICE DOORS 0-750 VOLTS TO GROUND, CABLE TOGETHER WITH AN EFFECTIVE GROUNDED BARE MESSENGER ARE PERMITTED IF: OAT LEAST 18 FEET (5.49m) IN CLEARANCE IN ANY DIRECTION TO WATER, EDGE OF WATER SURFACE, BASE OF DIVING PLATFORM OR PERMANENTLY ANCHOR RAFT. • AT LEAST 14 FEEL (4.27m) CLEARANCE ABOVE DIVING BOARD TOWER, OR OBSERVATION DECK NOTE: CHECK BOTH 14 FEET (4.27m) AND 18 FEET (5.49m) CLEARANCE TO MAKE SURE PROPER CLEARANCE IS OBTAINED. 680-6 b 1 EXCEPTION 2 FIXTURES ABOVE INDOOR POOL AREA THE 12-FOOT CLEARANCE b 680-6 1 FIXTURE INSTALLED MAY BE INSTALLOVER POOL AND AREA EXTENDING MAY BE REDUCED TO 7 1/2 FEET IF THE FTXHIRE ARE TOTALLY 5 FEET 1.52m) OVER DECK WITHOUT GFCI IF AT LEAST 12 FEEL ENCLOSED AND BRANCH CIRCUIT SUPPLYING THE FIXTURE IS GFCI ABOVE WATER. Pa(11"''. " I 12 MAXIMUM WATER LEVEL 18 18 JUACTTWBOX MUST: PRO: C TED FROM PN O.HAVE THREADtD HUBS OR NONMETALLIC HUBS. • BE COPPER. BRAS SUITABLE PLASTIC OR OTHER CORROSION -RESISTANT MATERIAL • HAVE GROUNDING TERMINALS TO PROVIDE CONTINU BETWEEN CONDUITS AND ON WHICH TO TERMINATE GROUNDING CONDUCTORS. • HAVE CONDUITS SEALED IF THEY RUN DIRECTLY T( UNDERWATER FIXTURES. GROUND WET -NICHE FIXTURE IN ACCORDANCE SECTION 250-95. BUT NOT LESS THAN NO. 12 / DRY -NICHE FIXTURE FORMINFSHELL WATER COMPLEf0.Y HAS FACED LENS THAT SURROUND FIXTURE SEAL AGAINST WATER ENTERING FIXTURE METAL FORMING SHELL FIXTURE ARE AVAILABLE FOR USE AT A DEPTH OF NOT LESS THAN 4 INCHES (102mm) AND MUST BE MARKED ACCORDINGLY 4" Y� 680680=10 THE ONLY WIRING PERMITTED IN THIS SHADED ARE IN THAT WHICH SERVES THE POOL- /'J EQUIPMENT. HOWEVER, IF SPACES LIMITATION MAKE IT ABSOLUTELY NECESSARY TO INSTALL .WIRING WITHIN THE SHADED AREA, THEN RIGID OR INTERMEDIATE METAL CONDUIT BURIED AT LEAST 6 INCHES (1.52m) OR NONMETALLIC CONDUIT BURIED AT LEAST 18 INCHES (457mm) MAY BE INSTALL CONDUITS MADE OF METAL MUST BE /CORROSION RESISTANT AND SUITABLE FOR LOCATION. 9680-22 AL NONCURRENT CARRYING METAL PARTS WITHIN 5 FEET HORIZONTALLY AND__ff FEET VERNCALLY SHALL BE BONDED WITH A BJAWG SOLID COPPER BONDING CONDUCTOR, UNLESS SEPARATED BY A PERMANENT BARRIER. •All METAL PARTS OF ASSOCIATED POOL ELECTRICAL PUMPS AND POOL COVERS SHALL BE BONDED REGARDLESS OF LOCATION. min. 680-21 b TRANSFORMER AND GFCI ENCLOSURE HAVING CIRCUITS THAT RUN DIRECTLY TO UND WATER POOL LIGHTS MUST: • HAVE THREADED HUBS- 0 BE PROVIDED WITH CONDUITS SEAL - HAVE GROUNDING TERMINALS TO PROVIDE CONTINUITY BETWEEN CONDUITS AND ON WHICH TO TERMINATE GROUNDING CONDUCTORS. • BE AT LEAST 8 INCHES (203mm) ABOVE DECK OR GROUND LEVEL 680-26 SWITCHING DEVICE AND POOL COVER MOTORS AND CONTROLLERS MUST BE TRANSFO /MERS AND GFCI ENCLOSURE MUST BE AT LOCATED AT LEAST 5 FEET (1.52m) >M INSIDE WALL OF POOL UNLESS SEPARATED FROM INSIDE WALL OF POOL UNLESS OR OTHER PERMANENT BARRIER THEY MUST BE SEPARATED BY SOLID FENCE, WALL DAMAGE IF LOCATED IN A HALLWAY OR OTHER PERMANENT BARRIER. CIRCUIT MUST BE GFCI PROTECTED, 680-5 TRANSFORMER MUST BE IDENTIFIED FOR THE PURPOSE BARRIER BETWEEN PRIMARY AND SECONDARY GROUNDED. GROUNDING TERMINALS. CONDUITS MUST BE SEALED W RUN DIRECTLY TO UNDERWATER .UGHTS. TO PANEL BOARD8�0_t2 DISCONNECT REQUIRED WITHIN SIGHT }' OF THE POOL, ACCESSIBLE AND MINIMUM OF 5 FEET (1.52m) FROM INSIDE WALLS. 80- FOR CORD -CONNECTED FIXTURE WTHIN 16 FEET (4.88m) OF POOL, AND CORD -CONNECTED FIXED IN OR STATIONARY EQUIPMENT RATED 20 AMPERE OR ASS, THE CORD SHALL: • NT EXCEED 1 FEET (914mm) IN LENGTH • HAVE COPPER GROUNDING CONDUCTOR. NO. 12 OR LARGER • HAVE A GROUNDING -TYPE ATTACHED PLUG CAP. 880-21(a14-EXCEPTION F UL SFr DECK JUNCTION BOXES PERMITTEb IF: • UGHT IS 15 15 VOLTS OR LESS • BOX IS SEALED WITH COMPOUND TO PREVENT MOISTURE FROM ENTERING BOX. •BOX IN NOT LESS THAN 4 FEET (1.22m) FROM INSIDE WALL OF POOL 4680 -20 b 1 CONDUIT MUST BE BRASS OR OTHER CORRISION-RESISTANT METAL, OR MUST DE RIGID NONMETALLIC CONDO I RIGID NONMETALLC CONDUIT IS USED, A NO. 6 SOLID INSULATED COPPER CONDUCTOR MUST RUN BETWEEN THE TERMINAL. IN THE FORMING SHELL AND THE JUNCTION BOX WHEN NONMETALC CONDUIT IS USED. i 680-5 CONDUCTORS ON LOAD SIDE OF TRANSFORMER OF GFCI MUST NOT OCCUPY CONDUITS, BOXES OR \ ENCLOSURES CONTAINING OTHER CONDUCTORS. • 680-20 b 1 TERMINATION IN FORMING SHELL MUST BE COVERED WITH SUITABLE LISTED POTTING COMPOUND TO PREVENT ETER'ORATION. • 660-20 a 1 FIXTURE (WET -OR -DRY -NICHE) OPERATING AT MORE THAN 15 VOLTS MUST BE CFCI PROTECTED. L 680-20(02 VOLTAGES ABOVE 150 VOLTS NOT PERMITTED. • 600-25 METHODS OF GROUNDING GENERALLY REQUIRE THE EQUIPMENT GROUNDING CONDUCTOR TO BE INSULATED END -CONDUIT (ENT IS PERMITTED INSIDE AND EXCEPTION IS ALSO MADE FOR FLEXIBLE CORDS. ANY WIRING METHOD ALLOWED BY CHAPTER 3 IS ALLOWED FOR MOTORS WHEN INSIDE ONE AND TWO FAMILY DWELLINGS.) S AI =4 cl FI GI N 0 T P L A T T E D i r Nw �.uorwr ..0 ■nnaD ro+o occw.lnx caves v,uulDa ' (Rt va DRt1 r- --Q--------�— — - -------- — -------- I-1— --- ---- --- —r— — —r— — — rLLLLo I© \ TENNIS COURT 105 P 102 �j 106 1 =i f \ i -1----- --- - - �- --- - -----------------� - - ----- -- F I F T H N a9'Sa'54- M 127&55' STREET (30' TOT LOT TOT LOT 101 110 I I I Iz I 1 SMITH CANAL ; _ ----------------------------------i AMCABLE CXE& L 0 T 28 L 0 T 28 L 0 T 27 RRE F ROIECTIGN TEWIR3E#Tf5 (TABLE 600) T 5� OL STANDARD BLUM CODE, rM EDITIGN � � 02. STANDARD ME%WOCAL CODE, M EOMCN 03. 5TANVARD FUPM CODE, M EDITICN L PARTT AW FIFE WALLS WA 04. RATIONAL. ELECTRIC CODE, W EPMCN 05. STANDARD GAS CODE, MA EDMON 2. NTERCR BEARM WALLS 3. KMWR NGN-eEARM PART! OO (PER 10222A I HR OCCUPANCY (CHAPTER 3) GROLP A2, SMALL ASS MY C6. STAWARD FIFE PiE)M(TION CODE, MA E MCN AND 102331 NR C06TRJCM TYPE (CHAPTER 6) TYPE N, UPROTECTED,116-R11QER£D 01 NFPA 10, LFE SAFETY CODE,1994 EDMCN 4. CCUM I NR OS- F 5.16023 (10), THE FAIR HOUSNG ACT 5. BEAMS, GIRDERS T MO AILiEb I HR M CRT' CF S ECRO - LA?V DEYELCF ENT FHALAT06 C 6TRCMES 6. R.00RCEILP7G CCNBTR)OTICN I HR NTERGR F9USH CLASFICAtION (TABLE 0033) 1. Rog/CEILNG C"TR)C11GN I HR GROUP A2, UISPRR&EFED: UFROTECTED APARTMNM & D(TEROCCUPANCY' �ACCM (SBM CHAPTER 3) L OFFERARM T04 HORIZONTAL C RESIDEMIAL - MIJIFLE DUELLIYDB GRGVP M0 TO 3�R. 1(01) O1LER SPACES C TENANT SEPAR4TIC11i (PER 1043) I HOUR OVER 3 FT. TO 10 FT. l (20%) I (40%) F fESTOPPF G PER SECTIC 1A%V 23011 SBCCI CODE REWIRED 5LILOWD LMITATICN9 (PER TABLE W- cHAPTER 5) OVR'0 FT. TO 20 FT. OVER 20 FT. TO 30 FT. I (60x) DRAFTBTOFPRYa PER SECTIC?l 10032 AND 23051 H L MAX" HEw 50 FT. ALLOIED (453 X714) OVER 30 FT. I (t1) 2. MAXMPt NO. OF STCRIES 3 STORIES ALLOUED (3 5TOR0 ACTUAL! g tlW.LB NL5EPER 3. AREA: M,LTI-5TORT (PER FLOOR) 21p00 5a FT. ALLOUED (I6}43 $Q FT. AM& WORSTCASE) nc HOR11GNfAL 5L3 ERAtiO1•k HORMIR , WNWRICTIChl TYPE (SBCCI CHAPTER 6) TTFE N,1•FR PROTECTED, SPRNQEFW 0 TO 3 FT. OVER 3 FT. TO 10 FT. I (20%) FIRESTOPP?G PER 5ECT011053 AN02301.1 OVER 10 FT. TO 20 FT. I (40`<) ORAFTSTOPPM PER SECTIGN 1051 AND 13051 OVER 20 FT. TO 30 FT. 0 (60%) A;Pt—.UIT;:r.Tl VAI AITP PI AN OVER30Ft. ^—I(Nu Q-BUIL.DNGTYPE UNIT AND BUILDING 5UMMA\ LOUT NO. OF UNIT TOTAL: TYPE LWT5 AX - SF. A/C - 5F. Lw W 12 651 SF. 46aT1 SF. I am / I BATH IWT 81' 20 134 SE 4,6W 5F. I BDFd'L / I BATH LBDRt/ 1D g35 5I6,100 SF.ATHBATH 100 994 SF. 101,352 5F. BATH 19 " 5F. 665845F.BATH 40 U015F. 46)040 5F. 40 1303 5F. 52J20 5F. BATH TOTAU TOTAL: 315 312348 Sr-. NO.GF GSF. PER TC'- BLDG'* BLM GS=. al Do TYPE I g 16L FLR 18)43 Sr. NO. OF UaT& 41 2nd RR 0)43 5F. 3rd FLR 12 31 SF. TOTAL GSF. • 48�23 ELM TYPE 11 2 'sL FL.R 11,50 Sr NO. OF M& 26 2nd. R.R. 11,950 SF. 62 4 3rd FLR 1A20 SF. TOTAL. GSF. . 31j20 TOTAL.• TOT,!- 10 450b: PAWING: � 15R Udu V x 2 • 224 Spaces 2BR thlu 181 x 2 • 314 "cee 3BR Lh1u W x 2 • 160 Spaces 158 Spaces Rscluted ra HoAN lhiu 816paca prmolded h Garagd '. Refer to CN71 Erghearing F'Ian fa Parktiy Lays,: Refer to CTNI Ergheahg Plan for all E3wldN Seel- 1 L3 1 5 1 3/Hr99 1 40- Re /IEW FUGLEHERG KOCH ARCHITECTS G Orlando WE5TLAKE D APARTMENTS µ 5MFOFD. FLGR OA 3643-00 ARCHITECTURAL (Al.; 51TE PLAN 13 a [*IN IMPORTAN THESE PLANS 00 REFER TO CANIN AND LAYOUT DIMI POOL AND SPA DECK AREA PLAN SCALE 1/8" =1 FOOT 69'-4" SPA COLLECTOR TANK ---�►� GENERAL NOTES AND RESTRICTIONS 1 THESE PLANS ARE DRAWN TO REFLECT THE REQUIREMENTS IMPOSED BY THE FLORIDA H.R.S. ADMINISTRATIVE CODE CHAPTER 64E-9. THE CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES IN ADDITION TO THOSE RESTRICTIONS INCLUDED IN THESE DRAWINGS. 2 PROVIDE POSITIVE BARRIERS WHICH MEET LOCAL. CODES AND INSURE AGAINST HARM TO PROECT VISITORS AND CONSTRUCTION PERSONELLDO NOT FILL POOL WITH WATER BEFORE ERECTION OF THE 5 FOOT PERMANENT FENCING AND SELF CLOSING GATES. KEEP GATES LOCKED PRIOR TO ISSUANCE OF AN FLORIDA DOH OPERATING PERMIT. 3 THIS POOL IS NOT DESIGNED FOR DIVING BOARDS OR ANY OTHER DIVING ACTIVITIES. 4 THE POOL CONTRACTOR SHALL HAVE STATE APPROVALS BEFORE APPLYING FOR A BUILDING PERMIT. 5 THIS STRUCTURAL PLAN DOES NOT PROVIDE FOR HYDROSTATIC UPLIFT DUE TO A HIGH WATER TABLE. ADDITIONAL ENGINEERING IS REQUIRED FOR HIGH WATER TABLE CONDITIONS. HYDROSTATIC RELIEF DEVICES ARE INCLUDED IN THIS DESIGN ONLY AS A PRECAUTIONARY MEASURE PRIOR TO REMOVING WATER FROM THE POOL, THE CONTRACTOR SHALL CONFIRM THAT ALL HYDROSTATIC FORCES HAVE BEEN ELIMINA 6 THIS STRUCTURAL PLAN IS APPLICABLE FOR POOLS TO BE CONSTRUCTED IN NATURAL SOLID DRY GROUND. IF OTHER CONDITIONS ARE FOUND DURING EXCAVATION, STOP CONTACT GEOTECHNICAL ENGINEER FOR ADDITIONAL SOIL PREPARATION REQUI 7 THERE SHALL BE NO PROTRUSIONS, EXTENSIONS, MEANS OF ENTANGLEMENT, OR OT H OBSTRUCTIONS IN THE SWIMMING AREA WHICH MAY CAUSE THE ENTRAPMENT OR INJ OF A BATHER 8 THE ELECTRICAL DESIGN AND INSTALLATION IS TO BE PROVIDED BY A FLORIDA CERTIFIED ELECTRICAL CONTRACTOR PER LATEST NATIONAL ELECTRIC CODE. 9 7 FEET MINIMUM OVERHEAD CLEARANCE SHALL BE MAINTAINED ABOVE POOL AND DEC OWNER OR GENERAL CONTRACTOR PROVIDED ITEMS: 0-1 A 1' POTABLE WATER SOURCE SHALL BE PROVIDED TO THE POOL FILTRATION UNIT. 0-2 A 4' GRAVITY WASTE LINE, WHICH LEADS TO AN APPROVED DISPOSAL AREA, SHALL BE PROVIDED TO THE DESIGNATED FILTER EQUIPMENT AREA 0-3 CONNECTION OF UNE ELECTRICITY T O THE POOL FILTRATION DISTRIBUTION PANEL AND CONNECTION OF LIGHTING TRANSFORMERS SHALL BE PROVIDED. 04 A MINIMUM 5' HIGH FENCE WITH SELF LATCHING GATE(S) SHALL BE PROVIDED AT THE PERIMETER OF THE POOL DECKING. 0-5 ADEQUATE SANITARY FACILITIES WITH OUTSIDE ACCESS DOORS MARKED AS TO GEND SHALL BE PROVIDED.THE FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL HAVE A SMOOTH SLIP RESISTANT FINISH, HAVE A COVE AT THE WALL TO FLOOR INTERSECTION AND SLOPE TO FLOOR DRAINS. A HOSE CONNECTIO WTTH VACUUM BREAKER INSTALLED SHALL BE LOCATED NEAR EACH FACILITY. A MINIM OF ONE (1) GFCI PROTECTED ELECTRICAL RECEPTACAL SHALL BE PROVIDED IN EACH RESTROOM. 0-6 A MINIMUM OF ONE RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK WITHIN 20 FEET OF THE WATERS EDGE AT EACH POOL 0-7 THE REQUIRED FIRST -AID EQUIPMENT SHALL BE PROVIDED FOR THE BATHERS. 0-8 A CHEMICAL STORAGE AREA AWAY FROM THE POOL FILTRATION EQUIPMENT. 04I ADEQUATE GAS SERVICE SHALL BE PROVIDED TO THE POOL OR SPA HEATER INSTALLATION TO BE PER STANDARD GAS CODE 0-10 THERE SHALL BE NO FOOD OR DRINK WITHIN 12 FEET OF THE POOL WATERS EDGE. 0-11 MAINTAIN A MINIMUM 7 FOOT VERTICAL CLEARANCE ABOVE POOL AND DECK 012 OVERHEAD WIRING SHALL NOT PASS WITHIN 10 FEET OF THE POOL WATERS EDGE. 0-13 IN ORDER THAT THE POOL MAYBE USED AT NIGHT, ADDITIONAL ENGINEERING IS REQUIRED AND MUST BE SUBMITTED TO THE FLORIDA DEPARTMENT OF HEALTH FOR APPROVAL OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 3 FOOT CANDLES OF ILLUMINATION FOR OUTDOOR POOLS AND A MINIMUM OF 10 FOOT CANDLES FOR INDOOR POOLS AS MEASURED AT THE POOL WATER AND DECK SURFACES. THE UNDERWATER LIGHTING SHAM BE A MINIMUM OF .5 WATTS. IN OUTDOOR POOLS AND A WATTS IN INDOOR POOLS, PER SQUARE FOOT OF WATER SURFACE AREA 0-14 ONE G.F.I. PROTECTED ELECTRICAL SERVICE RECEPTACLE IS REQUIRED NO FARTHER THAN 20 FEET AND NOT CLOSER THAN 10 FEET TO THE POOL WATERS EDGE WATER QUALITY REQUIREMENTS THE STATE OF FLORIDA DEPARTMENT OF HEALTH REQUIRES THAT THE POOL BE CHEMICALLY MAINTAINED WITHIN THE FOLLOWING PARAMETERS: PH7.2b7.8(7.4IDEAL) TOTAL ALKALINITY: 80 b 200 PPM (110 IDEAL) DISSOLVED SOLIDS: BELOW 1500 PPM CALCIUM HARDNESS: 200 MIN. tD 50D MAX. (250 IDEAL) COPPER -NONE IRON: NONE FREE CHLORINE 1 PPM to 5 PPM IN POOLS 2 PPM to 10 PPM IN SPAS COMBINED CHLORINE: NONE BROMINE RESIDUAL•1.5 PPM TO 6 PPM IN POOLS 3 PPM tD 10 PPM IN SPAS CYANURIC ACID: 50 to 1W MAX. PPM PROVISOS: CLUBHOUSE POOL: - 1. Vertical depth markers shall be located on the back of the gutter wall. 2. A hose bibb with vacuum breaker shall be provided on the pool deck. POOL INFORMATION 3. Collector tank shall be sized to contain a minimum of 1 minute of recirculation flow: (CALCULATED) 4. This pool may serve a maximum of 247 living units. The remainder of the POOL WATERLINE LENGTH: 50 FEET 375 total living units in the complex shall be served by the cabana pool. CLUBHOUSE SPA: POOL WATERLINE WIDTH: 40 FEET ; 1. Bench edges shall have contrasting tiles equivalent to those specified for step edges. POOL PERIMETER LENGTH:180 FEET 2. Handrail shall extend at least 28 inches above the deck. POOL DEPTHS: 3.5 FEET TO 5.5 FEET -- POOL SURFACE AREA- 1500 S.F. POOL WATER VOLUME: 46,000 GALLONS / POOL BATHING LOAD: 37 PERSONS POOL FLOW RATE: 185 GPM {' �' 2- t fie i r. (:)F `r"�:t�i�",�A P POOL TURNOVER: 4.1 HOURS t �„ FINISH SCHEDULE 2 jam. `` ''` �, a ' INTERIOR FINISH: QUARTZ WATERLINE TILE: TBD BY OWNER ' 6 I 1622 7- STEP TILE: TBD BY OWNER DECK FINISH: NOT IN CONTRACT SEP 2Qq Envircrr� t�f l Cnc�irt€ r.;rirac 1 F-i ironrnojjt ji Erl irt� ring STriUt' i" u g j STRUCTURAL tilt f" Ol m �r r rfr_e',^+` TUPAL JF sVjj ! ihDDAPTfAI= U4 nr—Lamm Tu ADD{?rr1 i i C E.NeINEEt2 S' SfrAL. l �J SCALE ` AS INDICATED DRAWN BY: BAM / DWT I CHECKED BY: BAM I DATE DRAWN JULY 25, 2000 PROJECT NUMBER DRAWING NUMBER LE-1 I 2m I , I I CENTERLINE A B OF CLUBHOUSE 56'-1 71 W 71'-7 56-1 55'-0 32'-5 45'-3 31'-5 34'-8 1 V-9 11'-9 34'-8 31'-5 45'-3 32'-5 55'-0 POOL 7 SPA LAYOUT PLAN S1 1 48'-10 1 14'-1 DISTANCES FROM POINTS A & B TO THE POINTS P'I THRU S1 ARE INDICATED ABOVE SCALE 1 /8" =1 FOOT NOTE QTY DESCRIPTION MANUFACTURER MODEL # P-2 1 VACUUM OUTLET FITTING HAYWARD SP-1022S P-2 1 VACUUM OUTLET COVER HAYWARD SP-1022-B P-3 13 FLOOR INLETS HAYWARD SP-1424S P-4 1 MAIN DRAIN POT VAK PAK 12/612 P-4 1 COLLECTOR TUBE HAYWARD SP-1055 P-4 1 HYDOSTA11C RELIEF VALVE HAYWARD SP-1056 P-4 1 MAINDRAIN FRAME & GRATE HAYWARD SP-1032 P-5 4 AIR VENT FITTING HAYWARD SP-1019 P-6 1 STATIC OUTLET FITTING HAYWARD SP-1019 P-7 4 HYDROSTATIC RELIEF DEVICE SPS POOL PLUG P-11 20 GUTTER OUTLET FITTINGS HAYWARD SP-1019 A-1 2 LADDER SWAN LFB-36-3B A 2 2 STEP RAILJNG S.R. SMITH 3HR-6-065 A-2 8 RAIL / LADDER CUPS HANOVER PS4019BG A 2 8 RAIL / LADDER ESCUCHIONS HAYWARD SP-1042 E-1 3 UNDERWATER LIGHT NICHE HAYWARD SP-600 E-1 3 UNDERWATER LIGHT HAYWARD SP-581S-XX E-2 3 LIGHT TRANSFORMER INTERMATIC IPX300 1 TEST KIT TAYLOR 2005 1 LEAF BRUSH RAINBOW 111330 1 LEAF SKIMMER RAINBOW 121196 1 50 FOOT VACUUM HOSE ACTION TECH AYH68866 1 VACUUM HEAD RAINBOW 201116 A 5 2 HANGER SET RAINBOW 221042 A-5 3 16 FOOT STRAIGHT POLES RAINBOW 191116 A 5 2 LIFE RJNG (THROW TYPE) GVh%NCO #24 A-5 2 60 FOOT THROW ROPE GIAMANCO #60 A-5 2 SHEPARDS HOOK RAINBOW 221028 A 3 1 POOL RULES SIGN SEE DETAIL SHEET LE-3 MISCELLANIOUS EQUIPMENT LIST K i' 2 OF 2X FORM BOARD OF STAKES) :)3 S1 STATIC LINE MAINDRAIN VACUUM RETURN I ; I GUTTERS I I 6" I 4" ;2" 1 6" 2" � I I ► I I ► 4 4 I 4 I 4 4, I( I ► 4 I 4 I 4 411 2„ 2„ t 2„ 2" II I I "; I I „ t I 11 � I I12 I I I12" 1 2 4„ 4" I 1 I 2„ 2„ t P11 � 20 OUTLETS @ 9.2 GPM I P2 P6 t t 4„ '1 P7 t I E1 t I- 2" I'---- --- t I � 41' t 2„ I P5-AIR VENT 4" 12" 2" 4„ 4 I1 I 1 " _ J --------I------ I— 2" t t I I t I t 4" t t t 2" I t t I 14" t t I P5-AIR VENT — � I � 1 /1 %fit 1I2" 1211 1 21 1 I I t\ POOL PLUMBING PLAN SCALE 3116" =1 FOOT 1 STEP AND RAIL SECTION SCALE 1" =1 FOOT A -, Ala 2" #4 RE.... �.,..� PLACED 12" O.C. EACH WAY. WITH 18" MINIMUM LAP SEE REINFORCING NOTES THIS SHEET. t P7 t 4„ I I t i E1 t --------� -2" I , � I t 4„ :TURNS t 14.2 GPM I - 2„ I P5-AIR VENT 4" 12 I11 2„ 4„ 2 1 t ---I �, t I t 11 t 4" I t t I 2" t ---I t t I t 4I t t I P5-AIR VENT ae][611"m ___ ILI LTA Lol *0 1 ML D4 :)5 z" 2" " IES GENERAL STRUCTURAL NOTES S-1 CONSTANT FLOOR SLOPE SHALL BE MAINTAINED FROM THE SHALLOW TO DEEP. PORTION OF THE POOL S-2 BOTH THE BACKFILLED SOIL, WHICH IS TO BE CLEAN SAND AND THE SOIL BENEATH THE POOL AND/OR SPA AND ALL POOL AMENITIES SHALL BE COMPACTED TO MINIMUM 95% OF OPTIMUM MOISTURE DENSITY PER MODIFIED PROCTOR, ASTM D1557. S-3 THE SOIL COMPOSITION BENEATH THE POOL SHELL Stall BE SUCH AS TO ALLOW THE LATERAL. FLOW OF GROUNDWATER BELOW THE SHELL TO THE HYDROSTATIC RELIEF DEVICES. IF THE SOIL ENCOUNTERED IS UNSUITABLE FOR THIS PURPOSE APPLY ADEQUATE STONE OR CRUSHED SHELL TO MODIFY THE SOIL COMPOSITION AND ALLOW FREE LATERAL FLOW OF GROUND WATER. REINFORCING NOTES R 1 DEFORMED REINFORCING BARS PLACED PER 'BEAM SECTION' (THIS SHEET) IN WALL AND FLOOR SLAB.SHOOT OUTSIDE SURFACE AGAINST FIRM FORM MATERIAL PROVIDE 2' COVER AT INTERIOR SURFACE LAP BARS A MINIMUM OF 17 UNLESS NOTED OTHM NSEF16NFORCING BARS SHALL BE ASTM A615. GRADE 40 DEFORMED BARS R 2 PLACE 2 44 REBAR X 3ii LONG ON 45 DEGREE SLOPE AT PERIMETER OF UNDERWATER LIGHT NICHE. R-3 443 OR 244 DEFORMED BARS CONTINUOUS AROUND TOP OF POOL GUNITE / SHOTCRETE NOTES G-1 5' MINIMUM GUNITE WALL THICKNESS WITH 21@' MIN. REINFORCING BAR COVERAGE (PLACE BARS AS DIRECTED IN POOL SECTIONS ON SHEET LE-2) G 2 IN AREAS 5 FEET DEEP OR LESS POOL WAILS SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH OF 25 FEET FROM WHICH POINT THE WALL MAY JOIN THE FLOOR NTH MAXIMUM RADIUS EQUAL TO THE POOL DEPTH MINUS 2.5 FEET IN AREAS MORE THAN 5 FEET DEEP POOL WALLS SHALL BE WITHIN 5 DEGREES OF VERTICAL. FOR MINIMUM DEPTH EQUAL TO THE WATERS DEPTH MINUS 2.5 FEET AND MAY JOIN THE FLOOR WITH A MAXIMUM COVE RADIUS OF 2.5 FEET. G-3 THE CORNIER INTERSECTIONS OF WALLS AND TILE WHICH PROTRUDE OR ANGLE INTO THE POOL SHALL BE ROUNDED WITH A MINIMUM RADIUS OF 2 INCHES.. G-4 GUNITE SHELL SHALL CONFORM TO THE FOLLOWING CRITERIA: ACI 5062-77, SPECIFICATION FOR MATERIALS AND APPLICATION OF SHOTCRETE ACI.301-96, STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE SHELL DESIGN PER ACI 318.95, SECTION 1.4, DESIGN ADEQUACY SHOWN BY SUCCESSFUL USE IN BUILDING CODE JURISDICTION. MINIMUM to = 3500 PSI Q 28 DAYS WET CURE THE GUNITE SHELL PER ACI 308.92, STANDARD PRACTICE FOR CURING CONCRETE. SHELL TO BE WATER CURED FOR A MINIMUM OF SEVEN DAYS BY THE OPTIONS OF 2.2 NO OTHER CURING METHOD PERMITTED. G-5 STEPS SHALL HAVE A MINIMUM TREAD LENGTH OF 24' AND TREAD WIDTH OF 12' THE RISER HEIGHT SHALL NOT EXCEED 10' AND BE OF UNIFORM HEIGHT FOR ALL STEPS EXCEPT THAT THE BOTTOM STEP RISER HOW CAN VARY UP TO 2' LESS THAN THE UNIFORM RISER HEIGHT PLUMBING NOTES P-1 'DEAD UNE': A MINIMUM 2" PVC LINE SHALL BE PLACED IN A ROCK BED BELOW THE POOL SHELL, NEAREST THE DEEP PORTION OF THE POOL THIS LINE SHOULD BE EXTENDED TO THE SURFACE NEAR THE POOL DECK EDGE AND CAPPED FOR FUTURE DRAIN DOWN USE P-2 VACUUM OUTLET SHALL BE PLACED APPROXIMATELY 12' BELOW THE SURFACE OF THE WATER AND BE EQUIPPED NTH A SPRING LOADED SAFETY COVER OR FLUSH PLUG WHICH SHALL BE IN PLACE AT ALL TIMES WHEN THE POOL IS NOT BEING VACUUMED. P-3 ADJUSTABLE FLOOR RETURN INLETS SHALL BE PLACED FLUSH WITH THE POOL FLOOR AS SHOWN (THIS SHEET) WITHIN 10 FEET OF THE ADJACENT POOL WALL AND A MAXIMUM DISTANCE BETWEEN INLETS OF 20 FEET. P-4 MAINDRAIN POT, FRAME AND GRATE INSTALL PER DETAIL (SHEET LE-3) DRAIN GRATE MUST BE PLACED AT LOWEST POINT OF POOLTHE DEPTH OF THE GRATE MUST NOT DEVIATE MORE THAN 3' FROM THE SIDE WALL DEPTH AND BE SECURED WITH SCREWS. A COLLECTOR TUBE SHALL BE INSTALLED TO THE BOTTOM OF THE MAINDRAIN POTAND EXTEND INTO AN AREA FILLED WITH DRAIN ROCK A SPRING LOADED HYDROSTAIC RELIEF DEVICE SHALL BE INSTALLED IN THE BOTTOM OF THE MAINDRAIN POT TO ASSIST HYDROSTATIC PRESSURE RELIEF. P-5 GUTTER LINE VENTS SHALL BE INSTALLED AS SHOWN ON SHEET LE-2 P-6 A STATIC WATER LEVEL FITTING SHALL BE INSTALLED FLUSH WITH THE POOL WALL THE STATIC LINE MUST BE INSTALLED AS TO CONSISTENTLY SLOPE AND NOT TRAP AIR WHICH COULD RENDER THE LINE UNOPERABLE. P-7 HYDROSTATIC RELIEF DEVICES SHALL BE INSTALLED AS DIRECTED ON SHEET LE-3. R8 SCHEDULE 80 PVC SHALL BE USED IN ALL PIPING WHICH IS LOCATED UNDER THE POOL SHELL REMAINDER OF PIPING SHALL BE SCHEDULE 40 PVC UNLESS SPECIFICALLY NOTED. P-9 ALL SURFACE SKIMMER PIPING SHALL BE INSTALLED AS TO CONSISTENTLY SLOPE DOVWNWARD MOVING TOWARD THE COLLECTOR TANK AS TO NOT TRAP AIR RENDERING THE LINE INOPERABLE. P-10 ALL MAIN DRAIN PIPING SHALL CONSISTENTLY SLOPE UPWARDS MOVING TOWARD THE COLLECTOR TANKAS TO NOT TRAP AIR RENDERING THE LINE INOPERABLE. P-11 GRATED GUTTER FITTINGS SHALL BE PLACED ON THIS SHEET. THE SPACING BETWEEN OUTLETS PLACED MUST NOT EXCEED 10 FEET. PLACE THE GRATE AT T BELOW THE TOP UP OF BULLNOSE WATERLINE TILE. P 12 FILL PIPE WITH WATER AFTER PROPER CURING OF SOLVENT VWELDS AND KEEP UNDER A MINIMUM 30 POUNDS PRESSURE THROUGOUTTHE PROJECT TO GUARD AGAINST BROKEN PIPING OR FAULTY FITTINGS. P 13 PIPING USED SHALLBELA09LED NTH THE NSFIPW LOGO AND INCLUDE THE NAME OF THE MANUFACTURER P-14 PIPING EXPOSED TO SUNLIGHT SHALL BE COATED W[TH A UIV INHIBITOR ENGINEER'S SEAL. �a I • 1 1- ■ 1 • SCALE AS INDICATED DRAWN BY: BAM / DWT CHECKED BY: BAM DATE DRAWN JULT 25, 2000 PROJECT NUMBER DRAWING NUMBER LEtl®2 SCALE 1" =1 FOOT REIN ANCHOR - NOTE A 2 REINFORCING AND SKIMMER SCALE: 1/2" =1 FOOT . ......-aq ....- . LADDER DETAIL SCALE: 1/2" =1 FOOT ESS DR THICKNESS RESTROOM S SEE NOTE A-4 SANITARY FACILITY SIGNAGE NOT TO SCALE M 'fTf A unrnnu.-n \l\7 .- - BONDING - N( CON ELECTRICAL BONDING & LIGHTS SCALE: 117 =1 FOOT •�.-u.... ��.a.�a-�u�Y VVL.VL_V. V.\ . VYL- I�V.b � �f MAIN DRAIN AND HYDROSTATIC RELIEF DEVICE SCALE: 1" =1 FOOT NO DIVING-, NO FOOD, GLASS, DRINK OR ANIMALS IN POOL OR ON POOL DECK. BATHING LOAD: 37 PERSONS POOL HOURS: 1/2 HOUR AFTER SUNRISE TO 1/2 HOUR BEFORE SUNSET SHOWER BEFORE ENTERING SEE NOTE" SIGNAGE REQUIREMENT NOT TO SCALE. P-10 k VACUUM TO FILTER PIPE - NOTE STATIC LINE TO COLLEC PLUMBING SECTION SCALE: 112" =1 FOOT NON -SHRINK GROUT UNDER POOL PIPING - NOTE P-8 FLOOR RETURN PLUMBING SCALE:. In = 3 INCHES CONTROL JOINT - NOTE D-1 AIN) INLETS - NOTE P-3 CONSTRUCTION JOINT - NOTE D-2 ,Q n D• n A n � ,a ; D• : ,Q n � � Q a , p • O • , p , p , , p p ��± I � p D' ,' p '� ,' p ' , I p •Q I ' p DI I p •� ,• p • I p p '� ,. pp • • •. • ' • o o s o s p p� p i p' D• SAWN CONTROL JOINT & FILLED CONSTRUCTION JOINT NOT TO SCALE. ACCESSORY NOTES A-1 LADDER(S): STAINLESS STEEL CROSS BRACED DESIGN. LADDER RAILS SHALL EXTEND ABOVE THE DECK SURFACE A MINIMUM OF 28' AND IS TO BE ANCHORED INTO THE POOL DECK USING A BRASS TAL CUP" WHICH HAS AN N.E.C. APPROVED GROUND WIRE ATTACHMENT AND IS ATTACHED TO THE COMMON BONDING GRID. THE TREADS ARE SLIP RESISTANT AND ARE TO BE BETWEEN A MINIMUM OF 3" AND A MAXIMUM OF (' FROM THE POOL WALL A-2 STAINLESS STEEL HANDRAIL SHALL EXTEND ABOVE THE DECK SURFACE A MINIMUM 28" AND IS TO BE ANCHORED INTO THE POOL DECK USING A BRASS "RAIL CUP' WHICH HAS AN N.E.C. APPROVED GROUND WIRE ATTACHMENT AND IS ATTACHED TO THE COMMON BONDING GRID. A,3 POOL RULES AND REGULATIONS SIGNAGE SHALL BE POSTED AS TO BE LEGIBLE FROM THE POOL DECK AREA WITH MINIMUM 1' HIGH LETTERS. IF NO APPROVED DING BOWL IS PROVIDED THEN THE WORDS "NO DIMING $HALL BE PART OF THE SIGNAGE REQUIREMENT WITH MINIMUM 4' HIGH LETTERS. UNLESS THE MINIMUM REQUIRED LIGHTING LEVELS ARE PROVIDED FOR NIGHT TIME SWIMMING THE HOURS OF POOL OPERATION SHALL BE 112 HOUR AFTER SUNRISE UNTIL 1/2 HOUR BEFORE SUNSET. AA OUTSIDE ACCESS TO SANITARY FACILITIES SHALL BE PROVIDED TO BATHERS AT OUTDOOR POOLS AND IF THEY ARE NOT VISIBLE FROM ANY PORTION OF THE POOL DECK, SIGNS SHALL BE POSTED SHOWING THE DIRECTION TO THE FACILITIES. THESE DIRECTIONS SHALL BE VISIBLE FROM ANY PORTION OF THE POOL DECK AND THE LETTERS SHALL BE A MINIMUM OF ONE INCH HIGH. A-5 SAFETY EQUIPMENT SHALL BE MOUNTED IN A CONSPICUOUS PLACE AND BE READILY AVAILABLE FOR USE POOLS GREATER THAN 50 FEET SHALL HAVE MULTIPAL UNITS WITH AT LEAST ONE SHEPARD'S HOOK AND ONE LIFESAVING RING LOCATED ALONG EA OF THE LONGER SIDES OF THE POOL(SEE SAFETY EQUIPMENT LISTING ON SHEET LE 2). TILE AND DECK MARKER NOTES T 1 PERMANENT DEPTH MARKER TILES WITH MINIMUM 4' HIGH NUMERALS FOLLOWED BY 4" LETTERS ('FT FOR FEET AND IN' FOR INCHES) ON A CONTRASTING BACKGROUND, SHALL INDICATE THE POOL WATER DEPTH, WITHIN 3 INCHES, AT NORMAL OPERATING WATER LEVEL WHEN MEASURED 3 FEET FROM THE POOLWALL THE MARKINGS SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE SHALLOW END, SLOPE BREAK, DEEP END AND DEEP POINT (IF LOCATED MORE THAN FIVE FEET FROM THE DEEP END WALL) WITH A MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS OF 25 FEET AND SHALL BE THE DEPTH MARKINGS SFWl BE LOCATED ON THE INSIDE VERTICAL WALL AT OR ABOVE THE WATER LEVEL AND ON THE EDGE OF THE DECK WITHIN THREE FEET OF THE POOL WATER ALL MARKINGS AND 'NO DMN INSTALLED ON HORIZONTAL SURFACES SHALL HAVE A SUP RESISTANT FINISH. T-2 THOSE AREAS OF THE POOL THAT ARE NOT PART OF AN APPROVED DING BOWL HAVE DARK CONTRASTING, PERMANENT AND SLIP RESISTANT,FOUR INCH HIGH "NO DING MARKINGS INSTALLED ON TOP OF THE POOL DECK WITHIN 2 FEET OF THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FEET BETWEEN MARKINGS, T-3 WATERLINE TILE 6'X6° FLAT TILES SHALL BE LOCATED ON THE VERTICAL SURFACE OF THE POOL BEAM. 60 X 67X 3W BULLNOSE TILE SHALL BE INSTALLED ON THE VERTICAL FACE OF THE PERIMETER WALL AT THE WATERLINE, TILE SHALL. BE LEVEL AND NOT VARY MORE THAN IW FROM LOWEST POINT TO HIGHEST POINT. T4 STEP TILE Tx W X 3/4" MUD CAP TILES (DARK CONTRASTING COLOR) SHALL BE INSTALLED ON THE NOSE OF ALL STEP TREADS WITH THE 3W DIMENSION ON THE TREAD. T-6 LADDER "RUB' TILE SHALL BE WHITE IN COLOR AND SHALL BE FLUSH WITH FINISHED SURFACE TO PREVENT DAMAGE TO THE POOL'S INTERIOR FINISH. DIMENSION ON THE TREAD AND THE 2" DIMENSION ON THE RISER ELECTRICAL NOTES E 1 UNDERWATER LIGHT(S) (300 WATT 15 VOLT MAXIMUM) SHALL BE INSTALLED FLUSH WITH POOL NWT• AND BE A MINIMUM OF 18' BELOW WATER E-2 UNDERWATER LIGHT TRANSFORMER (12 VOLT 7016 VOLT MAXIMUM) E-3 8 SOLID COPPER BONDING WIRE CONTINUOUS TO POOL FILTRATION EQUIPMENT FROM REINFORCING, LADDERS, RAILS, LIGHTS AND ALL OTHER METAL OBJECTS. E-4 RIGID PVC ELECTRICAL CONDUIT DECKING NOTES D-1 SAWN OR TOOLED CONTROL JOINTS WITH A MINIMUM DEPTH OF 113 OF THE CONCRETE THICKNESS SHALL BE INSTALLED PER LAYOUT AS SEEN ON SHEET LE-1. SAWN JOINTS SHALL BE CUT WITHIN 18 HOURS OF CONCRETE PLACEMENT. D-2 CONSTRUCTION JOINTS OF PLASTIC CHANNEL OR APPROVED BACKING AND FILLER SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. PLACEMENT OF THE CONTROL JOINTS SHALL BE AS SHOWN ON SHEET LE-1. D-3 A CANTILEVER OR COPING EDGE SHALL BE INSTALLED CONTINUOUSLY AROUND THE PERIMETER OF POOL WITH AN APPROVED EXPANSION JOINT BETWEEN EDGE BAND AND MAIN BODY OF POOL DECK D-4 CONSTRUCTION JOINTS SHALL BE LOCATED AS INDICATED ON SHEET LE-1. SAWN OR TOOLED JOINTS ( SEE JOINT DETAILS SHEET LE-3). D-5 DECKS SHALL BE SLOPE AWAY FROM THE POOL AT A MINIMUM SLOPE OF 2% AND A MAXIMUM OF 4%.(2.4" PER 10 LF. MIN. TO 4.8' PER 10 LF.MAX.). D•S ALL POOL DECKING SHALL BE CONSTRUCTED FROM SLIP RESISTANT NON -ABSORBENT MATERIALS. THIS INCLUDES THE FIRST 15 FEET OF WALKWAYS WHICH LEAD TO THE SANITARY FACILITIES AS MEASURED FROM THE NEAREST POOL WATERS EDGE DECK MATERIAL CRITERIA: CONCRETE PLACED ON ADEQUATELY COMPACTED SOIL ACI301-86 STD. SPECS. FOR STRUCTURAL CONCRETE. CONCRETE fc = 3000 PSI MINIMUM DECK REINFORCING: 6X6X10GA W.W.M. OR FIBERMESH. ENGINEER'S SEAL �J cl) SCALE AS INDICATED DRAWN BY: BAM/DWT CHECKED BY: BAM DATE DRAWN DULY 25, 2000 PROJECT NUMBER DRAWING NUMBER LE=3 L _- C%m A SPA SECTION SCALE 1" = 1 FOOT THERAPY INLET 211 1.5" SP-10 i RETURN INLET / :' \ 1 1.5" 2 k _ __ It r 2" v 2" r 6" MAINDRAIN LINE TO CUT-------------------i------------i�---.-.-----------r --- ----- --- -----------I SPA 5 I 0 SP-14 1.5" I 1.5" RETURN LINE ; 2" � 1 I ! SP-10 2.5" THERAPY RETURN LINE ----------------- -----------�� e--�.- / SPA I SP-12 011 - I I 2" STATIC LINE ----------/ SP-10 ' 211 T----- - 1211 i 1.5" j 2" , 2" SKIMMER LINE TO PUMP ------------------------------------------------------------------------ SPA PLUMBING PLAN SCALE 1" = 1 FOOT 2n SP-1 d r+n in ... SP-5 SP-6 SP-21 SPA SECTION AT THERAPY JET SCALE 1" = 1 FOOT e%M An SPA SECTION AT SKIMMER SCALE 1" =1 FOOT NO DIVING_,, NO FOOD, DRINK OR ANIMALS IN POOL OR ON POOL DECK. BATHING LOAD: 5 PERSONS POOL HOURS: A.M TO P.M. SHOWER BEFORE ENTERING MAXIMUM TEMPERATURE 104 DEG F CHILDRED UNDER 12 MUST HAVE ADULT SUPERVISION. PREGNANT WOMEN, SMALL CHILDREN, PEOPLE WITH HEALTH PROBLEMS AND PEOPLE USING ALCOHOL, NARCOTICS OR OTHER DRUGS THAT CAUSE DROWSINESS SHOULD NOT USE SPA POOLS WITHOUT CONSULTING A DOCTOR. MAXIMUM USE 15 MINUTES. REQUIRED SPA SIGNAGE SCALE 1" =1 FOOT �P-23 NOTE: A CLOCK SHALL BE VISIBLE FROM THE SPA TO ASSIST PATRONS IN DETERMINING LENGTH OF SPA USE. SPA NOTES AND RESTRICTIONS SPA HANDRAIL(S). S.RSMITH -# DMS-103A - CROSS BRACED DECK RAIL SP-2 INTERIOR FINISH SHALLBE PER FINISH SCHEDULE LOCATED ON THIS SHEET. SP• 3 MAIN DRAIN:125dr MAIN DRAIN POT. SP-4 HYDROSTATIC RELIEF DEVICE: HAYWARD-#SP-1056 VALVE AND HAYWARD #SP-1055 COLLECTOR TUBE SP-6 WATERLINE TILE: TWO ROWS OF S'7(6' FLAT TILES SHALL BE LOCATED ON THE VERTICAL. SURFACE OF THE SPA BEAM. SP-6 STEP TILE: T x 6' X 3W MUD CAP TILES (DARK CONTRASTING COLOR SHALL BE INSTALLED ON THE NOSE OF ALL STEP TREADS WITH THE 3W DIMENSION ON THE TREAD AND THE 2' DIMENSION ON THE RISER SP-7 REINFORCING BARS: # 3 ASTM GRADE 40 DEFORMED BARS @ 12' o.aew. SP-8 CANTILEVER OR COPING EDGE SHALL BE INSTALLED AROUND PERIMETER OF SPA WITH AN APPROVED EXPANSION JOINT BETWEEN DECK BAND AND MAIN BODY OF POOL DECK SP-9 CONSTRUCTION JOINTS SHALL BE LOCATED AS INDICATED ON SHEET LE-1. SP-10 MAIN DRAIN GRATE: PAC -FAD #54-202712'XIT FRAME AND GRATE SP-11 HAYWARD #SP-1019 GRATED FIRING. SP-12 STATIC WATER LEVEL FITTING: HAYWARD #SP-1423 GRATED FITTING. SP-13 NOT USED. SP-14 SCHEDULE 80 PVC SHALL BE USED FOR ALL PIPING WHICH IS LOCATED UNDER THE POOL SHELL SP-15 UNDERWATER LIGHT. 12 VOLT WITH 100 WATT LAMP. SP-16 HYDR04UR VENTURI (GUNITE) THERAPY JET. SP-17 2' THERAPY AIR LINE EXTENDED TO HAYWARD SP-1019 GRATED FITTING FLUSH WITH DECK SP-18 HAYWARD #SP-1070-n-FVE SKIMMER WITH EQUALIZER VALVE INSTALLED. SP-19 2' EQUALIZER LINE TO SKIMMER PORT. SP-20 HAYWARD #SP-1419E RETURN INLET WITH DIRECTIONAL EYEBALL SP 21 HAYWARD #SP-1022S FLANGED FEMALE ADAPTER FITTING. SP 22 FILTERED AND HEATED WATER RETURN. SP-23 1.5' THERAPY RETURN LINE GENERAL FILTRATION NOTES AND RESTRICTIONS 1 THE VALVES USED TO REGULATE THE MAIN DRAIN LINE, SURFACE SKIMMER LINE, RETURN LINE AS WELL AS THE LINES TO AND FROM THE HEATER ARE FLOW PROPORTIONING TYPE, 2 ALL ELECTRICAL EQUIPMENT COMPLIES WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ARE ALSO IN COMPLIANCE WITH UL 1061 STD. 3 ALL OF THE FILTRATION COMPONENTS ARE DESIGNED FOR CONTINUOUS USE 4 THE FILTER TANK FLOOR IS COVED AT THE INTERSECTION OF TANK WAILS AND SLOPES TO THE DRAIN. 5 ANY CHEMICAL FEEDERS USED SHALL BE ELECTRICALY INTERLOCKED WITH THE RECIRCULATION PUMP MOTOR 6 ALL VALVES, PIPING, CHEMICAL FEEDERS & CHEMICAL CONTAINERS SHALL BE PERMANENTLY MARKED. 7 ALL PVC PIPING SHALL. BE HAVE AN NSFIPW DESIGNATION AND BE SO MARKED. IF PVC IS EXPOSED TO SUNLIGHT IT SHALL BE COATED WITH A UN INHIBITOR S THE FLOW METER SHALL BE LOCATED PER MANUFACTURERS RECOMMENDATIONS AND BE CAPABLE OF READING A MINIMUM OF 1.5 TIMES THE DESIGN FLOW RATE 9 NO DISSIMILAR METALS SHALL BE USED IN THE RECIRCULATION SYSTEM. 10 A MINIMUM OF 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED. 11 THE FRESH WATER SUPPLY SHALL BE FROM A POTABLE SOURCE 12 ALL RECIRCULATION PUMPS ARE SELF PRIMING AND ARE EQUIPPED WITH MR AND LINT STRAINERS. GUNITE SHELL SHALL CONFORM TO THE FOLLOWING CRITERIA ACI-6082 77, SPECIFICATION FOR MATERIALS AND APPLICATION OF SHOTCRETE ACI-.Wl-88, STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE. SHELL DESIGN PER AM 318.95. SECTION IA DESIGN ADEQUACY SHOWN BY SUCCESSFUL USE IN BUILDING CODE JURISDICTION. MINIMUM to = 3500 PSI C 28 DAYS SPA INFORMATION (calculated) SPA DIAMETER: 8 FEET SPA DEPTHS: 2-10" SPA W.L. PERIMETER: 25.1 LINEAL FEET SPA WATER SURFACE AREA: 50.24 S.F. SPA WATER VOLUME: 700 GALLONS SPA BATHING LOAD: 5 PERSONS SPA TURNOVER:.22 HOURS ENGINEERS S' = L `a 4: 1 REVISIONS O (4 0)O ♦^'y, v, 0) O Who WE v 0)_ ��a V �-o m ti w c co LL W 7. N L (D-I W Z _W X i— QD 0 m d ?� a a► ■ 1 - 4r • SCALE AS INDICATED DRAWN BY: BAM / DWT CHECKED BY: BAM DATE DRAWN JULY 25, 2000 PROJECT NUMBER DRAWING NUMBER LE�4 X S7 S3 S5 S2 S3 Q S2 S1 BETWEEN SEPTA F2 L PLAN VIEW 1 IMS�16111 ELEVATION F1 L F4 F1 X/. \ 9 -11 VAK PAK CB1000 CABINET - FRONT VIEW SCALE:1 "=T-0" CHECK VALVE C� r--------- 1 I SPA I I COLLECTORI TANK O ATIC LINE JEL CONTROL VAL F-----------------, HAYWARD MODEL H250 GAS HEATER U U I HOSE BIBB W/ VAC BREAK S PIPE ID" x 4 (MIN.),!- PIPE ID" x 10 (MIN.) F5 F3 ,----------- m F19 F8 F18 FUTURE D------------------% HEATER N I I � 0 l I --- ' G I I F4 I I I i � F7 i i K F17 --M —� I l I l � I l � I F7 POOL FILTER & I S4 I COLLECTOR TANK I F1 l NOTE F11 I I I � l I � l F12 F FS I L i�TK l i F15 R H I rFIO' NA F16 F9 P C A B I FINISHED FILL WATER GRADE 8" WL HWLC 31 43.5 WATER LEVEL ADJUSTMENT OVERFLOW O IO '— COLLECTOR TANK IS SIZED TO ACCOMODATE BOTH FILTRATION DRAW AND THERAPY DRAW OF 143 GPM SPA COLLECTOR TANK #CT-120 SCALE:1 "=T-0" LOCKABLE ACCESS ti y , VENTS EACI FINISH GRADE 61 A 11 \ VAK PAK C B 1000 CABINET - END VIEW SCALE:1 "=T-0" .qiA/IMMINr, PCVII F'll TPATI(lN Gill 1113RAPKIT I ICT VAK-PAK APS26P/140VCT F1- RECIRCULATION PUMP: 5 H.P. PAC-FAB #34-5210 (1 PH/230V) DESIGN FILTER RATE: 185 G.P.M. @ 67 T.D.H. F2- FILTER DESIGN: 26 - 3.75 SQUARE FOOT ELEMENTS FILTER SIZE: 97.5 SQUARE FEET TOTAL AREA 173- FILTRATION FLOW METER: BLUE -WHITE # CF30400P (125-500 GPM) F4- FILTER VACUUM GAUGE: O" TO 30" WITH 2.5" FACE F5- WATER TEMPERATURE GAUGE: 32 F - 248 F (0 C - 120 C) F6- VACUUM/WASTE PUMP: 1 H.P. STA-RITE #P2RA5EL (5" STRAINER) F7- WASTE WATER D/E SEPARATOR: 2 - JACCUZZI (80 SF EA) F8- CHLORINE FEEDER: VAK-PAK CL-75 EROSION TYPE F9- MAINDRAIN VALVE F10- SKIMMER VALVE F11- COLLECTOR/FILTER TANK F12- HYRAULIC WATER LEVEL CONTROLLER F13- ELECTRICAL DISCONNECT AND SUB PANEL F14- LIGHT PROVIDING 30 FOOT CANDELS F15- HOSE BIBB WITH VACUUM BREAKER F16- HYDRAULIC ACTUATED VALVE F17- CHLORINE FLOW METER F18- CHLORINE SHUT OFF VALVE F19- CHLORINE FLOW CHECK VALVE POOL SYSTEM PIPE SIZES AND WATER VELOCITIES A - MAINDRAIN LINE 6" 2.1 FPS B - SKIMMER LINE 6" 2.1 FPS C - VACUUM LINE 2" 6.0 FPS D - RETURN LINE 4" 4.7 FPS F - FILTER PRECOAT 3" 8.1 FPS G - WASTE LINE 2" 6.0 FPS H - VACUUM TO FILTER 2" 6.0 FPS I - FRESH WATER FILL 1" N/A J - FILTER TANK DRAIN 2" 6.0 FPS K - SUCTION FROM C/T 4" 4.7 FPS L - TO HEATER 3" N/A M - FROM HEATER 3" N/A N - TANK OVERFLOW 2" N/A 0 - STATIC WATER LEVEL LINE 2" N/A SPA EQUIPMENT LIST S1- RECIRCULATION PUMP: 1 H.P. STA-RITE #P2RA5EL (1 PH/230V) " PUMP PERFORMANCE: 52.5 G.P.M. @ 60 T.D.H. S2- FILTER: 2 - VAK-PAK DP-100 CARTRIDGE FILTERS 1 THE VALVES TO REGULATE THE MAIN DRAIN LINE, FILTER SIZE: 200 SQUARE FEET TOTAL SURFACE SKIMMER LINE, RETURN LINE AS WELL AS S3- FILTRATION FLOW METER: BLUE -WHITE # CF30150P THE LINES TO AND FROM THE HEATER ARE FLOW (20-100 GPM) PROPORTIONING TYPE. S4- FILTER PRESSURE GAUGE: O# TO 60# W/ 2.5" FACE 2 ALL ELECTRICAL EQUIPMENT COMPLIES WITH THE S5- WATER TEMPERATURE GAUGE: 32 F - 248 F (0 C - 120 C) LATEST EDITION OF THE NATIONAL ELECTRIC CODE S6- CHLORINE FEEDER: VAK-PAK CL-35 EROSION TYPE AND ARE ALSO IN COMPLIANCE WITH UL 1081 STD. (8.4 PPD) 3 ALL OF THE FILTRATION COMPONENTS ARE DESIGNED S7- SPA THERAPY PUMP: 2 H.P. STA-RITE #P4E6GL (118 GPM @ 60 T.D.H.) FOR CONTINUOUS USE. S8- ELECTRICAL DISCONNECT AND SUB PANEL 4 THE FILTER TANK FLOOR IS COVED AT THE S9- LIGHT WHICH PROVIDING 30 FOOT CANDELS INTERSECTION OF TANK WALLS AND SLOPES TO S10- ROLA-CHEM ORP CONTROLLER - MODEL RC ACSM THE DRAIN. 5 ANY CHEMICAL FEEDERS USED SHALL BE ELECTRICALY SPA SYSTEM PIPE SIZES AND WATER VELOCITY INTERLOCKED WITH THE RECIRCULATION PUMP MOTOR. 6 ALL VALVES, PIPING, CHEMICAL FEEDERS & CHEMICAL 0 - MAINDRAIN 6" 1.7 FPS CONTAINERS SHALL BE PERMANENTLY MARKED. P - SKIMMER 2.5" 2.9 FPS Q - RETURN LINE 2.5" 5.0 FPS 7 ALL PVC PIPING SHALL BE HAVE AN NSF/PW R - PUMP TO WASTE 2" 5.0 FPS DESIGNATION AND BE SO MARKED. S - FRESHWATER FILL 1" N/A T - FILTER TANK DRAIN 1" N/A 8 FLOW METER SHALL BE LOCATED PER MANUFACTURERS U - TO AND FROM HEATER 2" 5.0 FPS RECOMMENDATIONS AND BE CAPABLE OF READING A V - THERAPY SUCTION 4" 5.6 FPS MINIMUM OF 1.5 TIMES THE DESIGN FLOW RATE. W - THERAPY RETURN 3" 5.6 FPS X- RECIRCULATION SUCTION 2.5" 3.5 FPS 9 NO DISSIMILAR METALS SHALL'BE USED IN THE RECIRCULATION SYSTEM. 10 A MINIMUM bIF 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED. 11 THE FRESH WATER SUPPLY SHALL BE FROM A POTABLE SOURCE. ENGINEER'S SEAL REVISIONS LL 0 70 cc 0 W cl L0 ,�..i I N q�j in ^ ~ .0 o !�I ' 0 SQ O 0 c— SCALE AS INDICATED DRAWN BY: BAM/DWT CHECKED BY: BAM DATE DRAWN JULY 25, 2000 PROJECT NUMBER DRAWING NUMBER LE-5 - --- - t -�a Y Y.•l K u .i -I— Q ZJ�r� C]2C a p?api �a�ttiV O fl� 0`p<`` <t � U(n Q L) , � � iz %Lf._tii�^ t3 CJ t9 ,n •� CA ,OcID :7 Q? f� J ��mQ` '-- to ZU-Oq_7v^ aQ � W � iL ELI =; `W �prU�lz-) C)z �` LL UctJ)65U) C�L!I�� k zz Fr�`il CO CO 0 � �"° LLJ �'°"� 0 a a ui >— h.� CL u f LLJ :u� f ) g p e. e J ) 2E C)