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2703 Ridgewood Ave - 99-002977 (ERECT POOL) (A)a i a SUBDIVISION: ZONE DATE �j �/_ PERMIT # / / a� / LOT NO. CONTRACTOR a BLOCK: ADDRESS JOB - SECTION: LJ U a J� kh6-.e'UGo HONE # COST$SECTION: ��— SQUARE FEET: LOCATIONw �^- FEE MODEL: OWNER STATE NO.I�,G ��a OCCUPANCY CLASS: ADDRESS PHONE # PLUMBING CONTRACTOR FEE $ ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. FEE $ FEE $ ENERGY SECT. EPI: SOIL TEST REQUIREMENTS FINISHED FLOOR _ ELEVATIONREQUIREMENTS () CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # I�p DATE: !� ®® FINAL DATE a deft r i r ti'.:, c� N R M N G 50'-11 7/16" (TEACHING 51:1 SLOPE 75'-1 9/16" 164'-1 11/16" 108'-3 3/16" (33 METERS - WATER POLO AND SYNCHRONIZED SWIMMING) 59'-0 11 /16" 49'-2 9/16" (DIVING WELL) 13'-9 3/8" 29'-9 3/16" 5'-8" 4'-11 1/16" 7'-5 5/16" T-5 5/16" 7'-5 5/16" iink I rl II CV 00 1 I { I a 31 - -._ 43.1 SLOPE ' 1 N N N N N 3O' MAX _ _''30' MAX. LONGITUDINAL PROFILE -� (THROUGH DRAINS) z: c Q ti✓ � lt7 3:1 SLOPEN SLOPE 6'-11 7/16" z i-livi 4;1.-1 wok -18101[l POLO AREA) I 164'-1 11/16" 3 75'-1 9/16" TRANSVERSE PROFILE (DIVING AREA) 50'-11 7/16" /4"6 113'-2 1/4- 6 LANES @ 7'-0" = 42'-0" 14 LANES ® 7'-0" = 98'-0" 12'-0 15/16" DESCRIPTION 1 3 E POOL DATA AREA 12,332 SQ. FT. PERIMETER 478.5 FT. VOLUME 639,300 GAL. TURNOVER RATE 6 HRS. FLOW RATE 1,776 GPM BATHING LOAD 4355 PERSONS PERIMETER OVERFLOW AND RECIRCULATION EQUIPMENT NO. QTY. _ ITEM - MFR. OR SUPPLIER CATALOG_.__ _ DESCRIPTION 1 3 MAIN DRAIN 80X_ SUPERIOR SWIM SYS. - STAINLESS_ STEEL DRAIN BOX, WITH 10 FLANGED CONNECTION 2 3 MAIN DRAIN GRATE SUPERIOR SWIM SYS. - FLUSH MOUNTING STAINLESS STEEL GRATE, MIN. OPEN AREA 130 S.I. 3 6 HYDROSTATIC RELIEF VALVE HAYWARD SP -1057 2 SPRING LOADED HYDROSTATIC RELIEF VALVE 4 6 HYDROSTATIC RELIEF TUBE HAYWARD SP -1055 2 MAIN DRAIN COLLECTOR TUBE 5 120 FLOOR RETURN MYRTHA POOLS - - - - --- ADJUSTABLE WHITE PLASTICj_ 1/2- FPT STAINLESS STEEL CON5TRUCTIONWITH PLASTIC GRATE - - - 6 LOT PERIMETER OVERFLOWSYSTEMr MYRTHA POOLS 7 6 _q_TTER-TRANSITION MYRTHA POOLS -T _ STAINLESS_. STEEL CONSTRUCTION, WITH 10 FLANGED CONNECTION MAINTENANCE EQUIPMENT NO. QTY. _ ITEM MFR. OR SUPPLIER CATALOG DESCRIPTION _^ 8 1 PORTABLE VACUUM FILTER HARMSCO �_ BKP-155 155 SQ. FT. CARTRIDGE FILTER, WITH CART -- 9 1 PORTABLE VACUUM PUMP HAYWARD SP -2610 1 H.P. 115 VOLT, WITH STRAINER BASItET MOUNT TO ABOVE 10 10 11 1 1 VACUUM HEAD _ VACUUM HEADF POLE-�-- TUEC RECREONICS TRITAN 24 10-316-_T 24_ COMM ERC BRASS HEAD FOR POLE OR ROPE TOW 6' LENGTH '1 12BRASS HANDLE 12 1 VACUUM POLE EXTENSION RECREONICS 10-318 10 LENGTH 1 1/2- ALUMINUM POLE 13 1 -1 VACUUM POLE CONNECTORRECREONICS- CAL -JUNE 10-317 CAST ALUMINUM SLEEVE 14 THROW UNE POLE HANGER VACUUM HOSE FABRICATED PLASTICS 733917-050 _- 2 X 50 SERVICE KING HOSE �LL�--- 15 16 17 1 1 1 VACUUM BRUSH POLE WALL BRUSH SKIM NET RAINBOW PRODUCTS RAINBOW PRODUCTS A.J. GIAMMANCO 191306/806-16 11130902 1000 2 -PIECE TELESCOPIC POLE 8 - le - 18 WHITE UV STABILIZED BRISTLES HEAVY DUTY LEAF SKIMMER DECK EQUIPMENT _�� NO. QTY. ITEM MFR. OR SUPPLIER CATALOG DESCRIPTION _ _ _ 18 8 LADDER(REMOVABLE) S.R. SMITH CUSTOM STAINLESS 4 TREAD 1.90 6 -b. -TOW WALL 19 16 ANCHOR SOCKET S.R. SMITH AS -1006 T 4 DEEP BRASS DECK ANCHOR 20 16 ESCUTCHEON S.R. SMITH EP-10OF STAINLESS STEEL, ROUND 21 2 1 METER DIVING CATALOG # DESCRIPTION _f 30 LINE FLOAT AMERICAN GRANBY SAFETY 9- HANDiLOCK, BLUEAH(iEE FLOAT FOR 3/4" DIA. EQUIPMENT _SAFETY SAFETY LINE WELLINGTON _IF5975 e _ 15852 _3- _X ,ROPE 3 4 HI -FLOAT ROPE - 26 4 ROPE HOOK HAYWARD SP -47 CHROME PLATED BRONZE FOR 4 ROPE 27 4 28 2 STAND DU_RAFLEX_ INT'L, 70-231-400 DOUBLE RAILS TWO SIDES 22 2 DMNG BOARD _ _ gURAFLEX INiL� 66-231-331 _ _ 16 MAXIFLEX B COMPETITION DMNG BOARD _�� NO. QTY. ITEM MFR. OR SUPPLIER CATALOG DESCRIPTION _ _ _ 18 8 LADDER(REMOVABLE) S.R. SMITH CUSTOM STAINLESS 4 TREAD 1.90 6 -b. -TOW WALL 19 16 ANCHOR SOCKET S.R. SMITH AS -1006 T 4 DEEP BRASS DECK ANCHOR 20 16 ESCUTCHEON S.R. SMITH EP-10OF STAINLESS STEEL, ROUND 21 2 1 METER DIVING CATALOG # DESCRIPTION _f 30 LINE FLOAT AMERICAN GRANBY SAFETY 9- HANDiLOCK, BLUEAH(iEE FLOAT FOR 3/4" DIA. EQUIPMENT _SAFETY SAFETY LINE I NO. QTY..._ ___.....__.M ITEM -__.- MFR. OR SUPPLIER CATALOG # DESCRIPTION _f 30 LINE FLOAT AMERICAN GRANBY 9- HANDiLOCK, BLUEAH(iEE FLOAT FOR 3/4" DIA. 25 LOT _SAFETY SAFETY LINE WELLINGTON _IF5975 e _ 15852 _3- _X ,ROPE 3 4 HI -FLOAT ROPE - 26 4 ROPE HOOK HAYWARD SP -47 CHROME PLATED BRONZE FOR 4 ROPE 27 4 28 2 ROPE ANCHOR LIFE HOOK _ WYRTHA POOLS-_~� RAINBOW PRODUCTS -- 221026 153 _DIA. -_ STAINLESS STEEL, CLAMP STYLE_-__ _ - _26w_—DW ANODIZED ALUMINUM_ 29 2 LIFE HOOK POLE RAINBOW PRODUCTS 191116/820-16 16' ALUMINUM, ONE PIECE POLE _ - 3Q ..2_ LIFE RING _.._,..____._-_.._..... CAL -JUNE GW24 24WHITE USCG APPROVED -� 31 2 32 2 THROW UNE POLE HANGER A.J. GIAMMANCO RAINBOW PRODUCTS 60 _ 221036/145,____ WHITE POLYPROPYLENE UNE W RUBBIN"BALL MOLDED ABS PLASTIC RACING EQUIPMENT NO. QTY. ITEM MFR. OR SUPPLIER MFR. OR_S_UPPLIER — CATALOG F mm - DESCRIPTION 33 33 10 STARTING PLATFORM - -� _CATALOG 23210 _ STAINLESS STEEL, 10' SLOPING TOP, W/ BACKSTROKE BAR 34 22 STARTING PLATFORM_ ANCHOR,.r K_DI-PARAGON 23301 ANCHOR FOR ABOVE STARTING PLATFORM 35 _9 50M LANE DIVIDER LL� _ STANDARDBRONZE5784-B _ UNDERWATER LIGHT NICHE COMPETITOR STYLE, WITH 1WO 25YD DISCONNECTS,36 78232500 3 YD LANE DIVIDER STANDARD BRONZE 5767-8 COMPETITOR STYLE 7 60 LANE DIVIDER ANCHOR MYRTHA POOLS _ - F� CHROME PLATED BRO, 3 DIA CUPL 1 2" DIA. EYEBOLT 38 2 50M BACKSTROKE PENNANT LINE STANDARD BRONZE 3916 12 X 18 HEAVY DUTY VINYL PENNANTS 51 LANE 9 _ 2 25YD BACKSTROKE PENNANT LINE �.� STANDARD BRONZE 3916 12 X 18 HEAVY DUTY VINYL PENNANTS 25YD LANE 231800 4 BACKSTROKE STANDARD BRONZE 6_902— STAINLESS STEGE POLISHED CHROME ACCESSORIESF- 4 LOT _STANCHION RECALL UNE STANDARD BRONZE _ -- 3917 - -- _-WITH 3 8" DIA NYLON ROPE (FOR BOTH_50M_ &.25_YD COURSES z 2 RECALL LINE STANCHION STANDARD BRONZE ,6903 _ STAINLESS STEELWITH POLISHED CHROME ACCESSORIES 441 16 STANCHION ANCHOR STANDARD BRONZE 21,054 - BRONZE CONSTRUCTION, WITH CLOSURE CAP, 6 - MISCELLANEOUS EQUIPMENT N0. QTY. ITEM MFR. OR_S_UPPLIER — CATALOG - DESCRIPTION 45 46 �1 1 STATIC LINE FITTING STATIC LINE GRATE mmMYRTHA POOLS- 32801 1 1 2 CYCOLAC RECEPTABLE, WHITE MYRTHA POOLS 1 i 2 CYCOLAC INSERT -WHITE 47 21 UNDERWATER LIGHT - AMERICAN PRODUCTS 7843$100 12V. 300W. W 50 CORD AND LOW WATER CUT-OFF 48 21 _ UNDERWATER LIGHT NICHE AMERICAN PRODUCTS 78232500 STAINLESS STEEL FORMING SHELL, W1 1 CONDUIT 49 40 AERATION NOZZLE SUPERIOR SWIM SYS. - STAINLESS STEEL. 1 _ MPS 50 , 1 HANDICAP LIFT ANCHOR SPECTRUM POOL� 28110 ,_ '_W STAINLESS STEEL ANCHOR WITH CAP FO�-LJFT 51 1 TEST KIT TAYLOR _ 2_005 COMPLETE COMMERCIAL TEST KIT_ � 52 1 POOL RULE SIGN RAINBOW PRODUCTS 231800 BLUE WHITE HIGH IMPACT PLASTIC I" MIN. HIGH LETTERS 1 53 _21 TRANSFORMER - Ad. GIAMMANCO I ST -300-12 120/12 VOLT 300 WATT * THESE ITEMS SHALL BE PROVIDED BY THE OWNER 1) OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 3 FOOT-CANDLES OF ILLUMINATION AT THE POOL WATER SURFACE AND THE POOL DECK SURFACE. (BY THE CITY OF SANFORD.) 2) THE UPPER PART OF POOL WALLS (AREAS OF 5 FEET OR LESS DEPTH) ARE WITHIN 5' OF VERTICAL FOR AT LEAST 2 1/2 FEET AND THE RADIUS JOINING THIS UPPER SECTION TO THE FLOOR DOES NOT EXCEED 2 1/2 FEET. THE UPPER PART OF POOL WALLS (AREAS OF 5 FEET OR GREATER DEPTH) ARE WITHIN 5' OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL DEPTH MINUS 2 1/2 FEET AND THE RADIUS JOINING THIS UPPER SECTION TO THE FLOOR DOES NOT EXCEED 2 1/2 FEET. 3) POOL DECKS SHALL HAVE AN UNOBSTUCTED WET AREA WITH A, MINIMUM OF 4 FEET AROUND THE PERIMETER OF THE POOL AND POOL 'CURB. POOL DECK WET AREAS SHALL BE CON- STRUCTED OF BROOM FINISHED CONCRETE HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. (POOL DECK BY WELLER POOLS.) 4) THE POOL SHALL BE ENCLOSED BY,4 A FENCE WITH A MINIMUM HEIGHT OF FIVE FEET, AND THE GATES MUST BE SELF CLOSING AND SELF LATCHING. (FENCE BY WELLER POOLS.) Sci�1roj ' 5) THE OVERHEAD CLEARANCE ABOVE THE POOL DECK AND POOL WATER SURFACE AREAS IS AT LEAST 7 FEET. THERE SHALL BE A MINIMUM CLEARANCE OF 16 FEET 6 INCHES ABOVE THE DIVING BOARD EXTENDING TO 16 FEET IN FRONT OF THE BOARD AND 10 FEET TO EACH SIDE. 6) THE DEPTH AT THE MAIN DRAIN(S) DOES NOT DEVIATE MORE THAN 3 INCHES FROM SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT LOCATION. 7) THE DEPTH MARKERS SHALL BE A MINIMUM OF 4 INCHES HIGH, AND CONTRASTING IN COLOR. THE MARKINGS SHALL BE ON BOTH THE INSIDE AND THE OUTSIDE OF THE POOL CURB, WITH A MAXIMUM DISTANCE OF 25 FEET BETWEEN MARKINGS. (CURBLESS TYPE POOLS SHALL HAVE THE OUTSIDE MARKERS LOCATED ON TOP OF DECK WITHIN 2 FEET OF THE POOL WATER, THESE MARKERS SHALL BE SLIP RESISTANT.) 8) PERMANENT "NO DIVING" MARKINGS SHALL BE INSTALLED INTO OR ONTO THE TOP OF THE POOL CURB OR DECK WITHIN 2 FEET OF THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAX. DISTANCE OF 25 FEET BETWEEN MARKINGS. THE HEIGHT OF THE MARKING LETTERS SHALL BE AT LEAST 4 INCHES AND THE COLOR OF THE LETTERS SHALL CONTRAST WITH THE BACKGROUND. 4 THE "NO DIVING" MARKERS SHALL BE SLIP RESISTANT TILE. THESE MARKERS ARE NOT REQUIRED AT THE DIVING BOWL. 9) THE POOL DIMENSIONS, RACING LANE DIMENSIONS, MARKERS, AND ENDWALL TARGETS SHALL COMPLY WITH FINA REQUIREMENTS. EXCEPTION, THE SHORT COURSE (25 YD.) MARKERS AND TARGETS SHALL COMPLY WITH U.S. SWIMMING. THE DIVING WELL SHALL COMPLY WITH FINA REQUIREMENTS. 10) THIS POOL USES A PORTABLE VACUUM SYSTEM (SEE ITEMS 8 & 9) WITH GFI RECEPTACLES LOCATED ABOUT THE POOL DECK PERIMETER. PLANS REVIEWED CITY OF SANFORD P1 I ■PECHT ■NEVANS ■O■ENGINE£RING, INC. 501 EAST JACKSON ST. STE. 202 ORLANDO, FLORIDA 32801 (407) 872-1515 l _1_ Q 0 LL�_ OCL 0 0 Z C/) D LL V ! (J W O w -i J 0 Ld 0 z 1 0 ._.• :2 W z Lu0 / LLJ 0 L.� rn w Q z C) w 0 Or a REVISIONS DATE CHANGED FLOOR SLOPE & VOL. 7-19-99 DRAWN BY P.L.W. CHECKED BY J.O. DATE 6-11-99 SCALE 3/32" = 1'-0" JOB NO. 54470 SHEET NAME 50M POOL PLAN & PROFILES SHEET NO. 2 of 7 AERATION NOZZLE (TYP. OF 40) SEE DETAIL SHEET 5 I { I I i I I I I I I I i ,, [-_L --- 1 ---- L__ -_L __-1__r_L____L_ _, _ t----L----L- -:j C -J ___ 1----1----L---�__I__L_ __ L---1----L----L- --L-_ J _ _-=L----L----1�_� . L___ _I_ ___1-- L ----I-- _J L_�_ - » I L-„- --1- -- y ( ) 4„ I 6” C 6" i 4„ C �1 1� - 2 3 3 �} 2-1/2 1 TYP. [----� ------------------------------ r------------- 1_----_---�------------1---_ _ _ � _ ----- - I------__ ___� -- ----- ---- _ . _ _ L ------ 8" ----- 8" AERATION LINE --- 4" TYP. 4 PLACES PIPE CAP (TYP. WHERE SHOWN) NOTE: NUZZLE SPACING TO BE APPROXIMATELY 42". NOZZLES SHALL BE ARRANGED AROUND LADDERS, DIVING BOARDS, AND ROPE ANCHORS. AERATION MANIFOLD PIPING (TYP. 4 PLACES) RETURN LINE MANIFOLD PIPING (TYP. 6 PLACES) STATIC LINE GRATE , PECHT EVANS ENGINEERING, INC. 501 EAST JACKSON ST. STE. 262 ORLANDO, FLORIDA 32801 (407) 872-1515 C) —i -- < 0 0 _j -jor-o" 0 - -- 0--00-00j- oLd0 __jLL- LA -i -- -U v) L-Lj or w z I- v w 0 X Q REVISIONS DATE 0 CHANCED FLOOR SLOPE & VOL. 7-19-99 DRAWN BY P.L.W. CHECKED BY J. 0. DATE 6-11-99 SCALE 1/8f$ = V-0" JOB NO. 54470 SHEET NAME offil -0711 ■ PECH T PROVIDE CONTROL JOINTS AT CATIONSNEVANS SPECT BACKSPLASH JOINTS & AT F1 TIONS ■NNENGINEERING, INC. 2 7/16" 10 3/8" 2'-0" 4 FOOT CENTERS 501 EAST JACKSON ST. STE. 202 ,_EXPANSION JOINT � PART ONE - INSTRUCTIONS TO SANTRACTORs ORLANDO, FLORIDA 32801 1" SLIP RESISTANT PVC GRATING co 5'-0" (MIN.) 1.1 POOL MUST BE CONSTRUCTED IN ACCORDANCE WITH PLANS IN ORDER TO OBTAIN (407) 872-1515 4" CONCRETE POOL DECK OPERATING PERMIT. ANY CHANGES IN POOL SIZE, EQUIPMENT OR PIPING MUST BE EXTRUDED PVC HANDGRIP APPROVED BY THE DEPARTMENT OF HEALTH PRIOR TO CHANGES BEING MADE. sa 1.2 THE CONTRACTOR SHALL HAVE POOL PERMIT FROM THE DEPARTMENT OF HEALTH WATER LEVEL N M PRIOR TO ANY CONSTRUCTION. ("* \ 1.3 RULES AND REGULATIONS OF LOCAL AND STATE AGENCIES SHALL TAKE PRECEDENCE i� OVER THESE DRAWINGS AND SPECIFICATIONS IN EVENT OF CONFLICT. REFER TO iy CHAPTER IOD -5, FLORIDA ADMINISTRATIVE CODE. #3 0 12 c/c EACH WAY OR FIBERMESH CONCRETE W 0 REINFORCING z 1.4 USE OF THE POOL WILL NOT BE CONDONED BY THE ENGINEER UNTIL A PERMIT TO N \ \ / OPERATE HAS BEEN ISSUED BY THE STATE DEPARTMENT OF HEALTH. \ \\\ UNDISTRUBED SOIL 1.5 GRADES, LINES, LEVELS, AND SURVEYS: OWNER WILL ESTABLISH LOT LINES, \ OR COMPACTED FILL WATER LEVEL RESTRICTIONS AND BENCH MARKS. ALL OTHERS WILL BE MAINTAINED BY THE CONTRACTOR, WHO SHALL ALSO VERIFY ALL LINES AND GRADES SHOWN ON DRAWINGS \ \ AND SHALL REPORT ANY IRREGULARITIES TO THE OWNER AND/OR ENGINEER BEFORE GUTTER SUPPORT `\ CAULKING CORD WEATHERSTRIP / �\ COMMENCING WORK. 4 15/16" (1/2 " WIDE STRIP) / GALVANIZED A -FRAME BUTTRESS MFG. BY MACKLANBURG-DUNCAN w \ \/ \\ PART TWO -CONSTRUCTION (2'-11 7/16' c/c) \\`\ 2.1 FORM WORK: ANY FORM WORK NECESSARY FOR STRUCTURAL CONCRETE SHALL BE STAINLESS STEEL GUTTER // PLACED AS SPECIFIED ON THE PLANS AND IN ACCORDANCE WITH KNOWN AND PROVEN 14 GA. STAINLESS STEEL PANEL TROUGH WITH BACKSPLASH FORMING PROCEDURES, CONCRETE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS, (2'-11 7/16" WIDE) WITHiv \ \\\ REINFORCING STEEL SHALL BE A615 GRADE 40. LAMINATED PVC SURFACE 2.2 DIMENSION AND DESIGN: THE POOL SHALL BE IN ACCORDANCE WITH THE PLANS (USE LIQUID PVC SEALANT CONCRETE STRENGTH SHALL BE 3000 UNDISTRUBED SOIL AND SPECIFICATIONS. AT JOINTS) PSI 0 28 DAYS, REINFORCING STEEL OR COMPACTED FILL 2.3 PLUMBING AND PIPING SHALL BE INSTALLED AS SHOWN ON THE PLANS BY THE 4'-9" 6" SHALL BE A615 GRADE 40. - _ CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL PLUMBING MUST CONFORM TO LOCAL CODE. PIPE SIZES MAY BE INCREASED BUT NOT DECREASED. EQUIVALENT MAY BE SUBSTITUTED. ALL UNDISTRUBED SOIL METAL ITEMS MUST BE GROUNDED ADEQUATELY. REINFORCED PVC OR COMPACTED FILL 1 " CONDUIT 2.4 ALL PLASTIC PIPE MUST BEAR NSF SEAL OF APPROVAL FOR POTABLE WATER. USE LINING0 SEAL WITH SILICONE SEALANT SCHEDULE 40 PVC PIPE UNLESS SPECIFIED OTHERWISE. 3 /��//\\//\\j/\\//\`` r\\`\\\\%\\ AFTER LIGHT IS INSTALLEp 2.5 ALL PIPING MUST BE PRESSURE TESTED TO 50 PSI PRIOR TO BACKFILL .,,+f' -- --- 2.6 ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL AND LOCAL CODES. ALL may, 1 UNDERWATER LIGHT METAL ITEMS MUST BE GROUNDED ADEQUATELY. 1 0 2.7 AN AUTOMATIC WATER LEVEL CONTROL TO MAINTAIN THE WATER LEVEL AT THE UPO 0 _ OF THE OVERFLOW GUTTER IS REQUIRED. 00- C-4 C�_THE UP 0 CL O O » ° U 2,8 TOLERANCE OF THE 1 /4 OVERFLOW BETWEEN THE HIGH AND LOWUNIFORMLY AREAS AND THE BOTTL WITH A OM OUTIHE #3 0 12 a/c EA: WAY 5 #4 CONT. GUTTER SHALL BE LEVEL OR SLOPE TO THE DRAINS. u' UNDISTRUBED SOIL3» 3" #tl, 0 12" c/c 2.9 THE UPPER PART OF POOL WALLS (AREAS OF 5 FEET OR LESS DEPTH) SHALL BE � /' h x OR COMPACTED FILL WITHIN 5 OF VERTICAL FOR AT LEAST 2 1/2 FEET AND THE RADIUS JOINING THIS UPPER SECTION TO THE FLOOR DOES NOT EXCEED 2 1/2 FEET. THE UPPER PART ( /) N 6" 3'-6" " OF POOL WALLS (AREAS OF 5 FEET OR GREATER DEPTH) SHALL BE WITHIN 5' OF V ANCHORING SYSTEMS 3 4 -° VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL DEPTH MINUS 2 1/2 FEET AND 4'-D» (ADJUSTABLE) THE RADIUS JOINING THIS UPPER SECTION TO THE FLOOR DOES NOT EXCEED 2 1/2 FT. q 2.10 THE POOL DECK WET AREAS SHALL BE CONSTRUCTED OF CONCRETE HAVING A SMOOTH SUP RESISTANT FINISH. THE DECK SHALL BE UNIFORMLY SLOPED AWAY FROM POOL TO /� p� GRASS OR DECK DRAINS, THE MIN. DECK SLOPE SHALL BE 2 PERCENT, AND THE MAX. 1.5M WALL SECTION SWIMMING AREA DECK SLOPE SHALL BE 4 PERCENT. 3/eI = 1'-0" 2.11 POOLS HAVING A SLOPE BREAK SHALL HAVE A CONTRASTING BOTTOM MARKING ALONG THE SLOPE BREAK AND SHALL HAVE A LIFE LINE MOUNTED BY THE USE OF CUP •+'�' ANCHORS 2 FEET BEFORE THE SLOPE BREAK TOWARD THE SHALLOW END OF THE POOL. 2.12 THE DEPTH MARKERS SHALL BE A MINIMUM OF 4 INCHES HIGH, AND CONTRASTING IN i 1 COLOR. THE MARKINGS SHALL BE ON BOTH THE POOL WALL AND POOL DECK WITH A MAXIMUM DISTANCE OF 25 FEET BETWEEN MARKINGS. PROVIDE CONTROL JOINTS AT STAINLESS STEEL BACKSPLASH 2.13 PERMANENT "NO DIVING" MARKERS SHALL BE PROVIDED IN AREAS OF THE POOL THAT LLJ BACKSPLASH JOINTS & AT ARE NOT PART OF THE APPROVED DIVING BOWL (SEE SHEET 2). THESE MARKINGS SHALL 4 FOOT CENTERS CLEAR SILICONE SEALANT BE INSTALLED INTO OR ONTO THE TOP OF THE POOL CURB OR DECK WITHIN 2 FEET OF (� 2 7/16" 10 3/8" 2'-0" (APPLIED AFTER BACKSPLASH THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FEET 0 Z IS INSTALLED 0 EXPANSION JOINT ) BETWEEN MARKINGS. THE HEIGHT OF THE MARKING LETTERS SHALL BE AT LEAST 4 ` Z `,,r/ INCHES AND THE COLOR OF THE LETTERS SHALL CONTRAST WITH THE BACKGROUND. 1" SLIP RESISTANT PVC GRATING 4" CONCRETE POOL DECK 2.14 THE VERTICAL CLEARANCE ABOVE POOL DECKS AND ABOVE NON-DMNG POOL WATER EXTRUDED PVC HANDGRIP R \\ \\ SURFACE AREAS SHALL BE AT LEAST 7 FEET. THERE SHALL BE A MINIMUM \ UNOBSTRUCTED 15 FOOT VERTICAL DISTANCE ABOVE EVERY PORTION OF A DIVING BOARD, AND ABOVE AN AREA EXTENDING A MINIMUM OF 16 FEET IN FRONT OF THE WATER LEVEL N PLUMMET OF THE DIVING BOARD, AND A MINIMUM OF 10 FEET TO EACH SIDE OF THE V w CENTERLINE OF THE DIVING BOARD. RIGID DIVING PLATFORMS SHALL HAVE AN UNOBSTRUCTED VERTICAL DISTANCE ABOVE THEM SIMILAR TO THAT REQUIRED FOR (/ 1 ° \ \ \ DIVING BOARDS EXCEPT THAT THE VERTICAL DISTANCE SHALL BE A MINIMUM OF 10 FEET.co #3+ 1'2" c/c EACH WAY OR Q \ZUNDISTRUBED SOIL 2.15 A FIRST AID KIT SHALL BE AVAILABLE FOR EACH POOL. FIBERMESH CONCRETE W/O REINFORCING \ \ OR COMPACTED FILL 2.16 POOL RULES SIGNS SHALL BE POSTED FOR EACH POOL OR SPA AND SHALL BE \ LEGIBLE FROM THE POOL OR SPA DECK. THE SIGN SHALL INCLUDE THE FOLLOWING. CAULKING CORD WEATHERSTRIP UNDISTRUBED SOIL 1. NO ANIMALS IN POOL OR ON POOL DECK. OR COMPACTED FILL (1/2" WIDE STRIP) 2. NO FOOD OR DRINK IN POOL OR ON POOL DECK. f\\ 3. SHOWER BEFORE ENTERING POOL. MFG. BY MACKLANBURG-pUNCAN 4. BATHING LOAD PERSONS. GUTTER SUPPORT o CAULKING CORD WEATHERSTRIP / 5. POOL HOURS FROM TO Cn 4 15/16" (1/2" WIDE STRIP) \� STAINLESS STEEL GUTTER GALVANIZED A FRAME BUTTRESS o MFG. BY MACKLANBURG-DUNCAN `\ TROUGH WITH BACKSPLASH 2.17 OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 3 FOOTCANDLES OF ILLUMINATION (2 -11 7/16 c/c) AT THE POOL WATER SURFACE AND THE POOL DECK SURFACE. STAINLESS STEEL GUTTER O ' 2.18 RESTROOM5 SHALL BE SLOPED FOR POSITIVE DRAINAGE TO FLOOR DRAINS. 14 GA. STAINLESS STEEL PANEL ° TROUGH WITH BACKSPLASH 2.19 RESTROOM FLOOR IS TO BE OF AN IMPERVIOUS MATERIAL AND SHALL HAVE A SMOOTH (2'-11 7/16" WIDE) WITH SUP -RESISTANT FINISH. IF TILE IS USED, R MUST BE NON -GLAZED AND SUP -RESISTANT. LAMINATED PVC SURFACE ° NOTE:2.20 THE INTERSECTION BETWEEN THE RESTROOM FLOOR AND WALLS MUST BE COVED. (USE LIQUID PVC SEALANT CONCRETE STRENGTH SHALL BE 3000 BACKSPLASH AT JOINTS) PSI 0 28 DAYS, REINFORCING STEEL 1 1/2' � 1'--0" 2.21 RESTROOM DOORS SHALL BE LABELED TO DEPICT EACH SEX. o SHALL BE A615 GRADE 40. 2.22 BARRIERS SHALL BE PLACED AS TO PREVENT VEHICLE ENCROACHMENT UPON POOL DECK. w 00 rte.. o NOTE: -� z J 0 CONCRETE STRENGTH SHALL BE 3000 PSI ® 28 DAYS, REINFORCING STEEL PROVIDE CONTROL JOINTS AT 1. THE STAINLESS STEEL WALL PANELS, PANEL SUPPORTS, PANEL ANCHORING 0 1 ° SHALL BE A615 GRADE 40. BACKSPLASH JOINTS & AT SYSTEM, GUTTER TROUGH, GUTTER GRATE, AND REINFORCED PVC LINING in SHALL BE MANUFACTURED BY MYRTHA POOLS (ITALY, TEL 39 376 639436). 2 7/16" 10 3/8" 2'-0" 4 FOOT CENTERS of . 1. ° 2. MYRTHA POOLS SHALL ALSO PROVIDE THE GUTTER TRANSITIONS, FLOOR RETURNS, j' 0 1" SLIP RESISTANT PVC GRATING _e EXPANSION JOINT AND LANE DIVIDER ANCHORS. 3. THE SWIMMING POOL CONTRACTOR SHALL FORM AND POUR THE WALL FOOTINGS REVISIONS DATE LO 4" CONCRETE POOL DECK AND THE POOL FLOOR SLAB. EXTRUDED PVC HANDGRIP N ° CHANGED FLOOR SLOPE &VOL. 7-19-99 ,,y 4. AN AUTHORIZED MYRTHA POOLS REPRESENTATIVE SHALL SUPERVISE THE / WATER LEVEL N ERECTION OF THE WALL PANEL SYSTEM. i� 5. MYRTHA POOLS SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN PROFESSIONAL #3 o " EACH Ac/c E 2 1PRIOR TO FABRICATION. WAY OR N FIBERMESH CONCRETE W/0 REINFORCING r\\ \\ UNDISTRUBED SOIL 5'-7 3/4"0 r 0j \ \\ OR COMPACTED FILL 4'-6 1/4" '" \� `n O \ 1-1 1 /2 o � �\� GUTTER SUPPORT / CAULKING CORD WEATHERSTRIP / o GALVANIZED A -FRAME BUTTRESS 4 15/16" (1/2" WIDE STRIP) MFG. BY MACKLANSURG-DUNCAN O (2'-11 7/16" c/c) 1 STAINLESS STEEL GUTTER 14 G(A S11 7/16 LESS SWIDE)PWITH / » TROUGH WITH BACKSPLASH LAMINATED PVC SURFACE USE DRAWN BY P.L.W. REINFORCED PVC ( s a,/ LIQUID PVC SEALANT AT JOINTS). UNDISTRUBED SOIL -/C OR COMPACTED FILL CHECKED BY J.O. REINFORCED PVC LINER DATE 6-11-99 ire ' %\\ \\ \\ SCALE AS NOTED w \ i \ \\/� \ \ - NT (TOP) / 54470 #4 CONT. BOT.) N U JOB NO. / /\/ UNDISTRUBED SOIL OR COMPACTED FILL �, �, / u 3„ 0 12 c/c EA. WAY / N 1 -0 5 -8 #4 12 C c ,�j v SHEET NAME ANCHORING SYSTEMS 6'-8„ (TOP & BOTTOM) UNDISTRUBED SOIL _ �' S - 4 CONT. "' (ADJUSTABLE) OR COMPACTED FILL # POOL ANCHORING3 3 #4 0 12" c/c50M v SYSTEMS MAIN DRAIN (ADJUSTABLE) 6» 3'-6» D ETAI LS & 1.5M TO 3M WALL, 5ECjI,ON DIVING AREA 4'-°" PIANS REVIEWED SPECIFICATIONS 3/4" _ 1'_0" CITY OF SANFORD . SHEET N0. _1.2M IQ 1.5M WALL SECTIO,�ySWIMMING AREA 3'4" = ''-°" 4 of 7 3 00 i r N ,ELECTRIC& NOTES 1) WELLER POOL CONSTRUCTORS (WPC) IS RESPONSIBLE FOR THE ELECTRICAL SERVICE FROM THE TRANSFORMER TO THE POOL ELECTRICAL PANEL. WPC IS RESPONSIBLE FOR POWER TO THE HEATER, PUMPS, AUTOMATIC CHEMICAL CONTROLLER, AND CHEMICAL FEEDERS. 2) WPC WILL PROVIDE THE OVERHEAD LIGHTING FOR THE POOL EQUIPMENT AREA. LINK5E& CHART PIPE SIZE SLEEVE PART # LINKSEAL PART # AND QUANITY 2" CS -4-12 LS -300S, 6 LINKS 8" CS -12-12 LS -4755, 12 LINKS 10" CS -14-12 LS -400S, 10 LINKS 12" CS -16-12 LS -400S, 12 LINKS 16' -4" 4'-0" MIN. 2 NOTE: HEATER GAS PIPING o I BY OTHERS II II II II II II II II II II II II II II II II II II II II II II 4" HEATER LINES (SEE NOTE 14) GRAVEL EQUIPMENT AREA (SEE NOTE 15, BY WELLER POOLS) FIBERGRATE GENERAL NOTES 1) EQUIPMENT ROOM SHALL HAVE A MINIMUM CEILING HEIGHT OF SEVEN FEET AND AN ACCESS OPENING OF 6'-0" X 6'-8". 2) EQUIPMENT ROOM SHALL BE LIGHTED TO PROVIDE THIRTY FOOTCANDLES OF ILLUMINATION AT FLOOR LEVEL. 3) EQUIPMENT ROOM FLOOR SHALL BE CONSTRUCTED OF CONCRETE, HAVING A SMOOTH SLIP -RESISTANT FINISH. THE FLOOR SHALL BE POSITIVELY DRAINED, AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. 4) THE EQUIPMENT ROOM IS ON GRADE; AND SHALL BE VENTILATED WITH A FORCED DRAFT, OR THROUGH A LOUVERED DOOR AND A PERMANENTLY LOUVERED VENT ON AT LEAST ONE OTHER SIDE OF THE EQUIPMENT ROOM. 5) THE EQUIPMENT ROOM SHALL BE PROTECTED AGAINST UNAUTHORIZED ENTRANCE. 6) BOTH THE AUTOMATIC WATER CONTROL AND THE MANUAL FILL SPOUT SHALL PROVIDE DISCHARGE INTO THE COLLECTOR TANK WITH AN AIR GAP. 7) A HOSE BIBB WITH VACUUM BREAKER SHALL BE PROVIDED IN EQUIPMENT ROOM. (ALL HOSE BIBBS MUST HAVE VACUUM BREAKERS.) 8) ALL ELECTRICAL CHEMICAL FEED PUMPS SHALL BE ELECTRICALLY INTERLOCKED WITH THE RECIRCULATION PUMP. 9) CHEMICAL CONTAINERS SHALL BE MARKED PER CONTENTS. 10) THE SWIMMING POOL WASTEWATER SHALL BE DISCHARGED THROUGH A FOUR INCH AIR GAP INTO A RETENTION AREA, DRAINFIELD, OR OTHER MEANS IN ACCORDANCE WITH LOCAL REQUIREMENTS (DO NOT DISCHARGE INTO SURFACE WATER). 1 1) EQUIPMENT ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS EMITTING CORROSIVE FUMES OR FOR THE STORAGE OF OTHER ITEMS TO THE EXTENT THAT ENTRANCE TO THE ROOM FOR INSPECTION OR OPER- ATION OF THE EQUIPMENT IS IMPAIRED. 12) PROVISIONS SHALL BE MADE FOR CHEMICALS TO BE STORED IN A COOL, DRY AND WELL VENTILATED AREA UNDER A ROOF, AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC. 13) THE SAND USED IN THE HI --RATE SAND FILTERS SHALL MEET THE DEPTH AND MEDIA SPECIFICATIONS OF THE FILTER MANUFACTURER AND SHALL BE IDENTICAL TO THE SAND USED DURING N.S.F. TESTING. 14) HEAT SINK PIPING FOR GAS HEATERS SHALL BE PER HEATER MANUFACTURER'S RECOMMENDATIONS. 15) ALL HEATERS, PUMPS, AND FILTERS SHALL BE SET ON HOUSEKEEPING PADS. 16) CONNECTIONS TO HEATERS, PUMPS, AND FILTERS SHALL BE MADE USING UNIONS AND/OR FLANGES. 17) ALL PLASTIC PIPE MUST BEAR NSF SEAL OF APPROVAL FOR POTABLE WATER. USE SCHEDULE 40 PVC PIPE. ALL PLASTIC PIPE EXPOSED TO SUNLIGHT SHALL BE COATED FOR UV PROTECTION, 18) POOL WATER SUPPLY SHALL BE FROM AN APPROVED POTABLE WATER SYSTEM, OR SHALL MEET THOSE REQUIREMENTS WITH BACTERIOLGICAL/CHEMICAL REPORTS TO THE COUNTY PUBLIC HEALTH UNIT. 19) PRESSURE FILTER TANKS SHALL HAVE AN AIR RELIEF VALVE. 20) PROVIDE 1 1/2" PVC CONDUIT UNDER GRADE/SLAB (WHERE APPLICABLE) FOR FOR CHEMICAL FEED TUBING. �I%nI�Itn 50M POOL FILTER EQUIPMENj ITEM QTY. DESCRIPTION 1 2 RECIRCULATION PUMP, ITT-MARLOW, 5-9SC, 1750 RPM, 25 H.P., 888 GPM ® 70' TDH 2 2 STRAINER BASKET, NEPTUNE BENSON, 150NBSTE I'6, STAINLESS STEEL, REDUCING, W1 ACRYLIC LID 3 2 HI -RATE SAND FILTER, (1)60108SHFFG-8, FIBERGLASS CONSTRUCTION, COMPLETE WITH GAUGE PANEL, •- r- SIGHTGLASS, AND SINGLE LEVER LINKAGE VALVE MANIFOLD (55.82 SQ. FT. FILTER SURFACE AREA EACH) 4 1 COLLECTOR TANK, POURED IN PLACE CONCRETE, 1,920 GAL. CAPACITY 5 1 AUTOMATIC WATER LEVEL CONTROLLER, COM -PAC, HYDRAULIC VALVE, FLOAT ASSEMBLY, AND MANUAL FILL VALVE 6 1 CHLORINATOR, LIQUID METRONICS INC., C131 -26S, 216 GPD CAPACITY FEEDER, 120 VOLT 7 1 CHLORINE CROCK, CHEM-TAINER, TC5256DC, 350 GAL. CAPACITY, DOUBLE WALL, W/ MANWAY, POLYETHYLENE $ 1 Co2 FEEDER (pH CONTROL), STRANTROL, Co2-3, WALL MOUNTED CONTROL UNIT AND DIFFUSER (10-30 SCFH) 9 1 Co2 TANK (TO BE LEASED BY OWNER) 10 1 AUTOMATIC CHEMCIAL CONTROLLER, CHEM TROL, MODEL #210 11 1 FLOWMETER, SIGNET, 10" PADDLE WHEEL TYPE 12 2 VACUUM GAUGE, WIKA, 0-30 IN. HG., LIQUID FILLED, 1/4- NPT, 2 1/2" FACE DIAMETER 13 2 PRESSURE GAUGE, HARVARD, 0-60 PSI RANGE, 1/4" NPT, 2" FACE DIAMETER 14 1 HEATER, TELEDYNE LAARS, 4500 E, 4,500,000 BTU OUTDOOR GAS HEATER, 120 VOLT 15 1 THERMOMETER, LETRO, SL1 DW, 30-130' F. RANGE, 2 1/2" FACE DIAMETER 16 3 12" GRAVITY VALVE, COM -PAC, PVC, CRANK STYLE 17 2 12" MODULATING/GRAVITY VALVE, COM -PAC, PVC, CRANK STYLE 18 4 10" BUTTERFLY VALVE, ASAHI, GEAR OPERATED, FLANGED, PVC 19 3 8" BUTTERFLY VALVE, ASAHI, GEAR OPERATED, FLANGED, PVC 20 2 8" CHECK VALVE, STOCKHAM, WAFER STYLE, CAST IRON 21 2 6" BUTTERFLY VALVE, ASAHI, LEVER OPERATED, FLANGED, PVC 22 1 2" CHECK VALVE, SPEARS, TRUE UNION, PVC 23 1 SUMP PUMP, STA -RITE, PCD -106, 1/2 H.P., 115 VOLT w J w w w -A w w 3 z? 3 ? z 3 Ic~n �I%nI�Itn 2 :DIcrii Nld NIO NIQ ZIO lal0 c m m m m m T_ •- r- PIT N 10 �to in In 0 cV P� to � � �Y1 �Y✓1 �YO cY1 (Y1 O O O O _ a 16 17 oo 10" 40'-0" , , 4" THE EQUIPMENT AREA SHALL BE ENCLOSED BY A MINIMUM 4 FOOT HIGH FENCE ON ALL FOUR SIDES, AND SHALL HAVE A SELF -CLOSINGS AND SELF -LATCHING GATE WITH A PERMANENT LOCKING DEVICE. THE EQUIPMENT AREA SHALL HAVE AN ALUMINUM COVER WITH A MINIMUM CLEARANCE OF 10 FEET. (BY WELLER POOLS.) 4 x 4 POST AND MOUNTING BOARD -� FOR CHEMICAL FEEDING EQUIPMENT a �. o LINKSEAL, TYP. WHERE SHOWN (SEE CHART) ELECTRICAL PANEL GFI DUPLEX RECEPTACLE 5 ' WATERSTOP FLANGE -� OR LINKSEAL 10" p 1 1/2" WATER SUPPLY LINE (SEE NOTE 18) 2" WASTE LINE TO RETENTION POND W/ VALVE g IN RISER 15" SQ. x 12" DP. SUMP HOSE BIBB W/ VACUUM BREAKER SAFETY RAILING (NON -CORROSIVE) LADDER ACCESS (NON -CORROSIVE) ------_--------- 1--1---- 8" PUMP TO FILTER LINE 7 9 (TYP. OF 2) CC 12 0 Co2 Q El Co2 FILL BOX (OPTIONAL) 10" RETURN LINE z r o N e 00 I I I I I I SUPPORT COLUMN FOR ALUMINUM COVER (SIZE I —V AND NUMBER PER MFG., I I I BY WELLER POOLS) I i I I I I I I I I 10" RET RN LINE W/ VALVE X18 IN RISER (BUSH O 2 UNDER SLAB) 8" BACKWASH LINE TO RETEN11ON POND (TYP. OF 2, SEE NOTE 10) 8" AE ION LINE W/ VALVE 19 IN RISER 6" TOTER UNE W/ VALVE 21 IN RISER (BUSH I I TO 4" UNDER SLAB) II II II ❑ I II I I I 16" FRO HEATER LINE W/ VALVE 21 IN RISER (BUSH I TO 4" UNDER SLAB) II II II II II II II II II a n ■PECHT Pi f NNEVANS ■OMENGINEERING, INC. 501 EAST JACKSON ST. STE. 202 ORLANDO, FLORIDA 32801 (407) 872-1515 �oo J �o o Of OCL o 0 z z u) < :2 :': �_� �=o 0�Jw ��o �z:2z v (1)' U � w w z F_ U Lid D 0 I a_ REVISIONS DATE Q CHANGED FLOOR SLOPE & VOL. 7-19-99 DRAWN BY P.L.W. CHECKED BY J.O. DATE 6-11-99 SCALE 3/8" = 1'-0" JOB NO. 54470 SHEET NAME 50M POOL FILTRATION PLAN PLANS REVIEWED CITY OF SANFORD SHEEP N0. 6 of 7 18 2 12 13- I � 1 I o I 10'-8" 19 PUMP PIT 2" WASTE LINE TO RETENTION POND W/ VALVE g IN RISER 15" SQ. x 12" DP. SUMP HOSE BIBB W/ VACUUM BREAKER SAFETY RAILING (NON -CORROSIVE) LADDER ACCESS (NON -CORROSIVE) ------_--------- 1--1---- 8" PUMP TO FILTER LINE 7 9 (TYP. OF 2) CC 12 0 Co2 Q El Co2 FILL BOX (OPTIONAL) 10" RETURN LINE z r o N e 00 I I I I I I SUPPORT COLUMN FOR ALUMINUM COVER (SIZE I —V AND NUMBER PER MFG., I I I BY WELLER POOLS) I i I I I I I I I I 10" RET RN LINE W/ VALVE X18 IN RISER (BUSH O 2 UNDER SLAB) 8" BACKWASH LINE TO RETEN11ON POND (TYP. OF 2, SEE NOTE 10) 8" AE ION LINE W/ VALVE 19 IN RISER 6" TOTER UNE W/ VALVE 21 IN RISER (BUSH I I TO 4" UNDER SLAB) II II II ❑ I II I I I 16" FRO HEATER LINE W/ VALVE 21 IN RISER (BUSH I TO 4" UNDER SLAB) II II II II II II II II II a n ■PECHT Pi f NNEVANS ■OMENGINEERING, INC. 501 EAST JACKSON ST. STE. 202 ORLANDO, FLORIDA 32801 (407) 872-1515 �oo J �o o Of OCL o 0 z z u) < :2 :': �_� �=o 0�Jw ��o �z:2z v (1)' U � w w z F_ U Lid D 0 I a_ REVISIONS DATE Q CHANGED FLOOR SLOPE & VOL. 7-19-99 DRAWN BY P.L.W. CHECKED BY J.O. DATE 6-11-99 SCALE 3/8" = 1'-0" JOB NO. 54470 SHEET NAME 50M POOL FILTRATION PLAN PLANS REVIEWED CITY OF SANFORD SHEEP N0. 6 of 7 I