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PLANS4-) I •K I x �" t-to J `1'=c 1 } ; 1,_11 )rye, ' l �_ f) ..0r -FM k`- 11-1 f coNr? I lS (.(G {v t2 cT. g 7 J a l +- z) 7-rr r/a. -'y%h S L-0 4) f L . ) 2I( 6:- 1 p !i 1'v C c AI C r oi.-1 ■ c, -o,..;-.,... 2:2_ 3_7_7_ ii A ../...) 6, 6 --? 7 rp, :--"\ i 1 -2.: (:_,0 \,1 r) -f-1 o .. (5) 7 I N-- - : 0 r2, -. - 13 , h 1 -'7)-(--. '' / ):. - acs L t r r= I. ./- s 1. -Wi- t rI j ' ) 7 : 3 -<s A Li 1 - T - o)1_ A 'r ti' , t'-' ` 'r ! \ A-2.. - 1 , )- / ) R �7r% 1 / - ,t‘ 4 r .id . - R/)r)ei_, v.-vv rt e5y3G -) vt 11 G�. ) r /.2t kr 3 ) <i/G 1 Q401-4 *` k)t d I-i Lr _ 'j).` - ) , �G �u ) �.IF I/� 3/4 /2 '7;:). .- `- ',- 2- (/Lr) #�" 7L f - V 2-k- " ! ,A i'& i2) A )-)-- 11 ,7 a � �! 1 6 -- >3,- 2 -1 r -f2-6 i `rL- VA 1.- 2-..)' '5. 12--6 1 -23 .1- C-AP 7 rf -.5; J J 4-) I •K I x �" t-to J `1'=c 1 } ; 1,_11 )rye, ' l �_ f) ..0r -FM k`- 11-1 f coNr? I lS (.(G {v t2 cT. g 7 J a l +- z) 7-rr r/a. -'y%h S L-0 4) f L . ) 2I( 6:- 1 p !i 1'v C c AI C r oi.-1 ■ c, -o,..;-.,... 2:2_ 3_7_7_ ii A ../...) 6, 6 --? 7 rp, :--"\ i 1 -2.: (:_,0 \,1 r) -f-1 o .. (5) 7 I N-- - : 0 r2, -. - 13 , h 1 -'7)-(--. '' / ):. - acs L t r r= I. ./- s 1. -Wi- t Date Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as L 2 Q A. 0 r /f, o r p of / `>, located at / 2 /r.,' jy 5 77? t "/ — In accordance with Section 33- 124), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner/ :) Note: This certification is to be submitted with a swimming pool permit application in duplicate. Dates C�= 10 Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as 0 F o r /� /�,e� or cor/ e; located at / r ric In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Note: This certification is to be submitted with a swimming pool permit application in duplicate. f I (We) acknowledge that a new swpZming pool, spa or hot tub will be constructed or installed at /3 3 /.'`G �� S / Ai /Miami Shores,. Fl., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will e on •red as committing a misdemeanor of the second degree, punishable by fines to $50 ne //r p to 60 days in jail as established in Chapter 775, F.S. CONTRA OR' • GN. • RE & DATE CONTRACTOR'S NAME (PLEA) PRINT) )TAFY S AL :A TORRES NOTARY PUB NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAF FY ACT `11? MY : :3MMiSSION EXPIRES OF F\-`' MAY 26,2003 rti/ c BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIOA 33133.2382 TELEPHONE (305) 795.2 204 FAX (305) 756.8972 O WNER'S SIGNATURE & LATE i 7 .6 OWNER' N /. RINT ) / KE��ItG i SHERMAN , taffrublic, Stataof Florida My corm. exp. May 24, 2003 ^RIT1. N Cf531272S it /3 AL // 49 7 9 8 7 6 S /16 /7 %f! 20 2/ Iz 2 a LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE A/C , .. AIR CONDITIONING C CALCULATED C. B... ..CATCH BASIN CL CLEAR C/L . ,CENTER LINE ENC ENCC DACHMENT P,D POINT OF CURVATURE FIP FOUND IRON PIPE P,O.B.. , POINT OF BEGINNING O.H. , .. OVER HANG W,M... WATER METER P.B.... PLAT B'UOK M . . . , . MEASURED PIL . ,PROPERTY LINE CONC CONCRETE UP , .. UTILITY POLE F. D, ... FOUND CERTIFY TO: Edwin Lopez Brian D. Smith, Esquire Attorneys' Title Insurance Fund, Inc. Washington Mutual Home Loans, Inc., Its Successors LEGAL DESCRIPTION: Lot: E 1 of lot 18 & all of lot 19 Block: 24 Subdivision: An Amended Plat Of Miami Shores Section No According to the Plat thereof as recorded in Plat Book: 10 Page: 70 Public Records of MIAMI -DADE County, Florida. ADDRESS: 133 NE 91 STREET MIAMI SHORES, FL 33138 Encroachments Noted: LOCATION SKETCH SCALE: N .7 N,� 9/ t r S7" NOTES: A) All Clearances and /or encroachments shown hr:.on ale of apparent nature, Fence ownership by :ifuai means. Legal ownership of fences not de :ermined. B) The Issue of this survey Is only for the •,,clue/.• and apecifle us. of those parsons, parties or Institutions shown In the certification, Any other Intended gee will require written approval from the cert.'ying eur.•yor or firm. C) Code metric and tit. search are not reflected on this survey. D) The flood Information shown hereon doss not Imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage /hat results from reliance on said information. 9) The lands depicted hereon were surveyed per the legal description and no c!alrna as to ownership or maters of Mlle are made or implied. FI Und•rground Encroac!rmbrda, If any, not located I hereby certify that the survey represented hereon meets the minimum technical elan. dards set forth by the Board of Land Suneyore in chap,1\61317•6 Fiortda A9rninia ttallve Coda P.Rr6W� tO Sectl9ner7.727 Fla, &atufee. A. PEP EA;P,5.& M. #4853 STATE OF FLORIDA NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SURVEYORS'S SEAL NOTES, 1, IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT), 2 IF SHOWN, ELEVATIONS ARE REFERRED N.O.V. D 1929. 3. THIS IS A BOUNDARY SURVEY. C.. , CONCRETE BLOCK STRUCTURE O.U.L....OVERHEAD UTILITY LINE P.C.C.. , POINT OF COMPOUIPD CU P.0 0 POINT OF COMMENCE' BLDG , BUILDING C.H... CHORD DISTANCE D.E DRAINAGE EASEMENT F,H FIRE HYDRANT 9,..,. RADIUS 2 NGYD , , NATIONAL GEODETIC VI. .Al. DATUM PRO . , . POINT OF REVERSE CURVATURE RAD . , RADIAL R'.V , ..RIGHT OF WAY SEC , . , SECTION SCR.,. SCREENED S.I.P. . , 5E1 IRON PIPE SINK , , SIOE'NALK U,E UTILITY EASEMENT Sheet 1 of 1 FLOOD ZONE: X TH 5 I5 A FLOOD Z ARD ZONE THIS 15 NOT A FLbOD HAZARD ZONE PANEL NO.:. 93/J COMMUNITY #, 120652 DATE OF FIRM: 07/17/1995 BASE FLOOD: N/A FINISH FLOOR: N/A LOWEST N/A N-�J ADJ GRADE TIOMA`S J L.B. #6486 SURVEYORS - MAPPERS -LAND PLANNERS 333 PALERMO AVENUE CORAL GABLES, FLORIDA 33134 (305) 444 -7692 DADE (954) 779 -3288 BRWD (305) 441 -6494 DADE FAX (954) 779 -3260 BRWD FAX ( DATE FIELD WORK 07/06/2001 SCALE , 1" = zo SURVEY NO. 01 -2867 1)/7) SrcOit WAtg- r4 SALBSIERS"' Michele Sherman l CL3TraMgM= Edwin Lopez �ro«Essig Pools, Inc. t1 .04 CARETAKER CO © i/ 4oas.r c a' h;ng sysfer!i 131 0 ,0G 0 . 4 s . FIVII: ,40 cs� 4.60_ c� of *s a v „ se1C10.05 ThU.' N Main Drain Leaf Trapper Drain Leaf Trapper Logo Leaf Trapper NOTES: 1. CHECK LOCAL CODES & SAFETY STANDARDS DI YOUR AREA AS THEY VARY & MAY REQUIRE SPECIFIED DRAINS OR MULTIPLE DRAWS. 2.. ANY MODIFICATION MADE TO THIS DESIGN P_T.ACFRONICALLY OR OTHERWISE WILL VOID THE CARETAKER 99% CLEANING GUARANTEE. 1 PLEASE NOTE THE TYPE OF HEADS THAT HAVE MEN SPHCIPLED POR THIS SYSTEM AS THEY WILL AFFECT THE 99% CLEANING GUARANTEE. 4. THE CARETAKER =AVM LNG OUARANTE i WILL ONLY APPLY TO AREAS IN WITCH HEADS ARE SHOWN, 5. THE LEAF TRAPPER WILL AID IN THE RIMOVALOF SURFACEDERR1S WITEN LOCATED ACROSS THE POOL PROM THE SKIMMER. INSTALL LF.AP TRAPPER DISCHARGE AS SHOWN BY ARROW. WEED( LOCATED ON THE POOL THE LEAF TRAPPER MUST NOT HE IN A RAISED DECK AREA. POR ELEVATED LEAF TRAPPER (RAISED SPA) APPLICATIONS REFER TO SECTION III OF THE LEAF TRAPPER INSTALLATION TULL1s'1IN. b. THIS SYSTEM REQUIRES 140 % OF THE FLOW GILNERATED BY THE PUMPS WE HAVE LISTED. OPERATION OF ANY ADDITIONAL WATER FEATURES WILL AFFECT THE CARETAKER SYSTEM PERFORMANCE. 7. POOL SUCrtON OVER 69' REQUIRES TWO SEPARATE 2" SUCTION LLNES-0NB FROM TITS SKIMMER & ONE FROM THE DRAIN. ORA 2-12' MPs FROM POOL TO DRAIN COMBINATION. S. THE, STEPS ARE NOT INCLUDED IN THE 99% CLEANING GUARANTEE. DI AWING DA"' O5/ 14/20 021 DRAWAIO,(USSEf1; 2428A024 1 all Skimmer ";AREI.436 86 REVISIONS AMERICAN ULTRA ROW AQUA -FLO DOMINATOR HAYWARD NORTHSTAR HAYWARD SUPER II JACUZZI HIGH -HEAD JANDY PAC -FAB CHALLENGER II STA -RftE VAX -E -GLASS PUREI WHISPER FLOW Cepnight ®1949 CM M Righd Reeented FILTE1V i GPM �v J„ ONE OF THESE PUMPS MUST BE USED TO VALiDATH THB 99%CL13AN L'QG GUARANTBL3. 394373 1.5 140155001 1.5 NORTHSTAR 1.5 SP -3015 1.5 15MF -S DANDY 1 .5 CHII -N1 -1 1 /2ft 1.5 P -4E.F 1.5 1.5 m .p7 W a & ®QQ ciD® n o — O 3 00 1 0—@55 1L-0 0 0 1 0 1— 55 0 0 0 3 0 4-3 57 0 1 0 1 _1 0 —K4 57 0 00 1 0 1—® ss J 1TEN+SS TO ORDER ® ® ®® 0 4 0 6 2 2 oars:_ TOTALS: WATER VALV! S: 1 MICR LID COLOR: N/A STTLI1 DUAL VALVESY37AM; N LEAP MAPPER: DECK DRAIN 001.0 1 NIA APPROVED- 23' -6" TO PL NT5 TO CARETAKER 5Y5tEM • • F ESI SCALE: 1/4° 1' -0° )ENCE FOOL FL 41\1 16' CLEANING LINE UJ/ v4C -LOCK NORTH 0 Q O 3 23' SUJIMOUT W/ TILE EDGE cc) 11-5116 o- IS' -6" • EXIST. FENCE 10' o- o- 0 0 0 0 tE POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT POOL PUMP: 1 HP POOL FILTER: 100 CART POOL INLETS: 3 SKIMMER: POOL LIGHT: FIBER OPTIC SPOT(S): PERIMETER LIGHTS: POOL ENCLOSURE: FOOTERS L.F.: DECO -O- DRAIN: PILING POOL: 15' X 30' 1 -TURBO I 1 -SAM POOL HEATER TYPE:l N/A N/A POOL HEATER SIZE: CLEANING LINE: CLEANING SYSTEM: CHLORINATOR:I CLORMATIC 1 VAC CARETAKER COPING: TILE: SWIMOUT: LADDER: HANDRAIL: 86' 1 13,075 1 BN 6" PER PLAN N/A N/A AUX. POOL SPILLWAY SIZE: 1 N/A LIONS HEAD: SPRITZER /SPRAY HEAD: 1 N/A THERAPY JETS: N/A N/A LIGHT FEATURES REMOTE : PLUG IN]COLOR WHEEL: YES N/A 1 LIGHT SWITCH REMOTE # OF COLORS: N/A SPECIFICATIONS POOL DEPTH: POOL AREA SQ. FT.: TURNOVER RATE [5.63 HRS. AUXILLIARY POOL EQUIPMENT AUX. POOL PERIMETER AUXILLIARY PUMP: AUX. POOL JETS: AUX. POOL LIGHT: AUX. HEATER TYPE: AUX. HEATER SIZE: RAISED: STEP(S): BLOWER: TURNOVER RATE: POOL FINISH ITEMS HANDHOLDS: INTERIOR FINISH: DECK S.F.: CAPPING S.F.: DECK TYPE: WATER FEATURES FOUNTAIN FEATURE: SHEER DESCENT: OTHER: OTHER: ADDITIONAL FEATURES EXIST. FENCE 1 GLASS BLOCK TYPE: 1 GLASS ROWS HT: GLASS ROWS WDTH. CONSTRUCTION NOTES 1) CARETAKER (39 IN FLOOR CLEANING 5Y5TEM 2) CONC. SLAB TO BE REMOVED 3) OY R�4E ^ -,D POw', R LINE TO ES E RELOCATED 4) POOL 15 GETTING AF'PROVED SAFETY NET 5) PAVER DECK 15 51- IELLOCK ON SAND 6) FIELD vERIFY LOCATION OF EXIST. FENCE 437 N/A N/A LN /A LIVA N/A N/A N/A —11/A N/A N/A DURAZZO 755 N/A PAVERS 1 N0 1 N/A N/A N/A N/A N/A 1 N/A 4 N/A 1 N/A 1 1 NO 1 # OF GLASS BLOCKS. 1 N/A 1 JOFN M. CAF72OLL AR. PE. LICENSE • 41610 '6 • UJ L j t1 L ) _ UJ M-. z 0 0 4 Co 0 d M.. 4 (rte C+J 6 tffl 0 NOTE: FOR REGULAR LIGHTING 2 -200 WATT 2"10 THWN 012 ;s • ass' VENT SIZES MAX LENGTH F'IAiP SIZES AVG. FLOW VENT SIZES MAX LENGTH IHP 60Gf41 I" 13 PT 13 HP 15 GF-1 I" ?2 FT 2 HP 100 GP ti I" 122 FT 25 NP 135 GFM I" I65 FT 3 HP 145 GF1 I" Ill FT • TURBO - SKIMMER STUB OUT e GRADE 11• SLOPE (TYP.) MAX. CLORMATIC PRE55URE GAUGE AND AIR RELIEF VALVE TILE - (TYP.) FILTER 30' SUJIMOUT DETAIL WATER LINE --_ -M 1:1 MAXIMUM SLOPE MAIN __--_ _ _ DRAIN 18" 0 3 a 1 0 "O.C. EA WAY (SEE TYPICAL WALL SECTION) VENT PIPE MAXii LENGTH EASED GN FOLLOWING EQUATION C.NE HP PUMP FLOW RATE 60•FTis60T 60GF1 / (60X1.4$) • 0.13369 GJOIC Ft PER SECOND. FLOW X 3 6E��lDS (DOGE fEGIJISW) - MAXMJM SIZE GP CSI- 'tNING. 0.13369 X 3 • 0.4011 OJBIC FEET AREA OF I" VENT PIPE • .00E45 so FEET THE ALLOWA6LE LENGTH • 0.40I1 / .00545 • 13.6 FEET THEREFORE, FOR A IHP F'lA P AND I" VENT LINE, THE MA>(IMUM LENGTH OF PIPE IS 13b FEET • — 21' HP PUMP W/HAIR 4 LINT STRAINER PIPING SCHEMATIC N.T.S. 24' IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. TI-415 POOL 15 NOT DESIGNED FOR DIVING. 11° SLOPE LONCIITUI)INAL POOL SECTION N.T.S. (TYP.) 2 -"3 CONT. COPING TILE 1 UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA TOP OF POOL ELV. BOTTOM OF POOL ELY. HYDRAULIC NERD ALLOWANCE HYDROSTATIC VALVE= NET HYDRAULIC HEAD USE MIN. 6f HICK CONCRETE FLOOR SLAB THIS IS FLOOD ZONE X TH15 15 NOT A FLOOD HAZARD ZONE _DATER LINE 01 — 6" TO 6'\ MIN VERTICAL 2' -3" SPA! LOW END 3' - 0" DEEP END APPROVED FINISH 6" MIN. HYDROSTATIC VALVE 11/2" ELI a i Q 1 1 INTERLOCKING BRICK PATIO 5ET IN SAND ON COMPACTED FILL r I 111 SLOPE l�lll= = lllll- "3 AT 10" o.c. E.W. BOLT. CENTERED UJELL POINT DETAIL 12 2" COVER (cENtER) 6" TOP 4 6" BOTTOM W/ "3 AT 10" O.G. EACH WAY. STEELTEX FORM, KRAFTBOARD OR EQUIV. TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0" ) N.T.S. • • • WELL POINT THREADED PVC PIPE REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILIARY PUMP LINE '11-1EN EMPTYING. 12 "_ • • • 0.0' 0.0' 0.0' 0.0' -2.0' 0.0' p3 g 10 "0.C. EA WAY (SEE TYPICAL WALL SECTION) M 'L MSL MSL ANTI - VORTEX GRATE TO BE FASTENED WITH SCREWS 3/4" ROCK BED ( MIN. 3 YDS. ROCK TO STABILIZE SOIL.) la" DETAIL OF STEPS N.T.S. N.T.S. T NOTE: ESTABLISI -4 PROPERTY LINES ACCURATELY IN FIELD, AND HOLD MIN. SETBACK REQUIREMENT EXIST. FENCE a POOL EQUIFMEN1 si E PLAN SCALE: 1" = 30' N.E. 91st SIRE ELEVATION OF DECK IN RELATION TO HOUSE: ESTABLISH IN FIELD. ET NORTH NOTE: ALL ELECTRICAL SHALL CONFORM W/ NE.C. ART. 6 50 4 "10 THWN IN 1/2" COND. I- 2P -50A 1 -2P -204 1-1P-15A GFI F.P.L. L 11 METER " IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ "3 WIRE LEGAL DESC I r- — o IIIIII- 111111 0 IIIIII= 111111= ��11IIIIII o 2• TO Rt1P — 1/2 11 COND. 0 0 0 TURE30 SKIMMER 1254 UL APPROVED AQUADY•E PANEL 110V /12V T RANSFOR'1E R TIMER 4 SWITCH W/ CHLORMAJIC CONTROL5 3"12 THWN IN / PUMP MOTOR (ta• MN. WIDTH) IIIIII_IIIIII— IIIIB =hm. IIIIIIIIIIII = 111111 =111. IIIIII = IIIIII= IIIIII = IIIIII LOT 1/2 OF LOT l8 4 ALL OF 19 BLOCK 24 AN AMENDED PLAT OF MIAMI SHORES SECTION NO. I PLAT BOOK 10, PAGE 10 PUBLIC RECORDS MIAMI DADE COUNTY, FLORIDA 2 THU.LN *1 0 12 THWN IN 1 "COND N.T.S. 1 -)2v SAM LIGHT (1) JUNCTION BOX JOHN GARROLL J. P.E. LICENSE • 4!610 ftijW n 01 r W U .2 ovo 00 L o,r I = o cn z 0 Q� Q to n U 4 � N n1 4 1 e C1ENE AL NOTES CODE REQUIREMENTS - Private swimming pool and spas must comply with chapter 424.s Florida Building Code. Mechanical Requirements - Ail piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. (4242.3). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with ANSI / NSPI 4, 1992 "Standard for above ground / on ground residential poolat and NSPI -5," Standard for residential swimming pools* published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME 4112.19.6M, "Suction Fittings for Use in Swimming Pools, Spas, i -lot Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa If the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a single auction inlet, or multiple suction inlets which can be isolated by valves, then each auGttcn inlet shall protect against user entrapment by either an approved antivortex cover, 12" X12" grate or larger, or other approved means. in addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: I. Approved vacuum Release System 2. Approved Vent Piping 3. Other Approved Devices or Means Suction Inlet Per Pump: A minimum of two suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planes* i.e., on the bottom and one on the vertical wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water fa drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fittfng(s) shall be located Man accessible position at least 6 inches and not gr eater than 12 inches below the minimum operating water level or as an attachment to the skimmer(s). valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. Valves located under concrete slabs shall be set M a pit having a least dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure test of not less than 35 psi for 15 minutes. Per manufacture recommendations, no air test shall be approved for PVC pipe and fittings. Sec. 4242.12.1 Pressure tests. UJater Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of combustion air, venting and gds supply requirements for water heaters Sec. 4242.(4.1. It must contain a thermostatic or high- pressure control switch so the pool water does not exceed 104 degrees F. Sec. 4242.14.4 water heating equipment shall be installed with flanges or union connections adJacent to the heater. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas Sec. 242.15 Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 4242.11.1 through 4242.113 Ladders and Steps - All pools shall be provided with a ladder or steps In the shallow end where the water exceeds 24 inches. UJInere water depth exceeds 5 feet, there shall be ladders, stairs or underwater benches / swim out in the deep end. Filters - The entire design of matthed components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or leas. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate For the specific application. Sec. 4242.132 Joints and corrections, FBC plumbing Sec. 605.21, purple primer required on PVC piping. Skimmers - Skimmers shall be installed on the basis of one per 1000 8F of surface area or fraction thereof. hydrostatic Relief Device - In areas of anticipated water table an approved hydrostatic relief device shall be installed. Exception is plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A_S.TM. 615 grade 40. Soil Statement - Based upon rational analysis, the soil In this area has a 1500 psi sage bearing capacity after excavation and compaction. Should any muck, marl, or other organic soils be discovered on excavation. They should be removed in their entirety. This pool requires 1500 psi' bearing capacity. Pool Staking - This design engineer assumes no responsibility for pool construction 'n easements or required setback areas. Plot plans not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor shall verify all dimensions in the field and establish It Imes. The pool contractor shall establish locations of all utilities at the site. Min. clearance dimensions shall be held as required by the local regulatory agency. In general, hold a distance of 10 feet from overhead electric lines to open pool water. Existing Structures - The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility for the safety of existing structures. Backf1lI - The contractor shall backf111 the pool shell with caution. The plumbing Shall not be disturbed. Backfill shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer Shall be Compacted to 90 develop soil placement. Warning - To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be eltminatedlat iet.cr15 t#ax s aitilosAtir 6 arIrdalT Farutidst consult a pool contractor or pool repair contractor experienced in eliminating uplift pressures. FBC -2001 Sec 4242.9 water supply, local! Ord. +'2853 -95, backflow required on water service. Diving - No diving board and no diving is allowed on any pool Leas than 8'0" deep and specifically designed for diving. This pool is not designed for diving unless specifically stated on the site plan. I- lorner Plans - This plan remains the property of I- lorner Consulting Engineers, Inc. It 1s not transferable from one contractor to another with out written permission of Horner Consulting Engineers, Inc. PU IP FRAME, FILTER TANK MOUNT l 13/4" x 3/16" TAP CON. � REINFORCED CONC. SLAS � 1111 =1111 '= I IIL�llll l III -III I -11111 -1111 _, FILTER POOL PUMP, FILTER AND I- SEATER ANCHOR POINTS (TYP) PUMP HEATER NOTES: ANCHOR BOLTS TI- 4ROUGI -1 SASE (1 -3/4" x 3/16" TAP CONS) FOR POOL PUMP 4 FILTER t4EATER 31 -4OWN 45 OPTIONAL (4) 1 -1/2" ANGLE BRACKETS (GAS NEATER) (4) 2 -1/2" ANGLE BRACKETS (kEAT PUMP) WITH (4) 1 -3/4" X 3/16" WITH (4)13/4" x 3/16" TAP CON AND (4) 1/2" SELF TAPPING SKEET METAL SCREWS. FOOL EQUIPMENT ANC{ - 1ORING era. I. TI415 SAFETY vACJJUM RELIEF SYSTEM 15 A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF &JCTION AT THE OUTLET TO A MAXIMUM OF 45 INCHES OF MERCURY. 2. THIS SYSTEM 15 A BACKUP TO FROVIDE SUCTION RELIEF SHOULD ENTRAPFMENT 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT Ch..41PLIE5 WITH ANSI /A5ME 4112.19.5M 4. THE VELOCITY ON 114E SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK vALVES CANNOT BE INSTALLED ON THE S+JCTION SYSTEM. 6. THIS SYSTEM SHALL ee NSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 1. THE VENT LiNE LENGTH KNOT NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. 5. VENT OPENING MUST PE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFE1Y DEVICE- D0 NOT HANDLE /2)90' BENDS 1 (-1 F1 U BEND n POO VENT LINE — I" VENT LINE - 2' SUCTION MAiN DRAIN SAFETY VACUUM RELEASE SYSTEM (SVR5) W 2" SUCTION / MAIN DRAIN 1/ .10I-A! i . CARROLL Jt2 PE. LICENSE • 41610 • UJ 0 10 DO; i 6 r 4 0 4 ag) C> 6 4 C> 4 4 _O 0 X 1L t n ti 1-- C� n O 61- -1 4 z 1t1 E tit r r , t f , r .. 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