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15-257-001POOL GENERAL NOTE J I_ A) -All reinforce steel to conform to A.S.T.M. A615 grade 60 and all floor walls of pool to be pneumatically applied concrete with a min. 28 day compressive strength of 4000 p.s.i. 8) -All piping, materials sand equipments used in the plumbing system of swimming pools shall conform to the Florida 105.64' — — — Building Code 2010 edition "Plumbing" and Florida Building Code 2010 edition "Residential ", Chapter 41 installed in WALL accordance with the manufacturer's installation standards. RETAI CONC EXIST. r — — — — 38' -0" ti C) - "Caution" prior to excavation the contractor is responsible for contacting the necessary personnel for locating any and 0 all utilities that may exist. Call Sunshine State One Call prior to digging for verification of locations. CONIC — DECK D) -The pool contractor responsibility to protect existing structures from failure by sheathing and /or shoring, or other SL B methods as required. The design engineer takes no responsibility for the safety of existing structures. — - ' r — CANAL MAINTENANCE E -The design engineer takes no responsibility for pool construction in easements, reservations areas or required setback g g P Y P q 1 EASEMENT �I areas. Pool contractor and /or owner shall verify all shown dimensions in the field and establish lot lines prior to .I , construction. — _ — F) -The contractor shall verify all quantities and details shown on the drawings from the engineer and shall notify of all x omissions, errors, conflicts and discrepancies found therein, failure to discover or to correct errors, conflicts or a .ri !?• ;, discrepancies shall no relieve the contractor full responsibility for unsatisfactory work, faulty construction or improper SylyytyG • 18 —7 r operation resulting there from, nor from rectifying such condition at his own expense. • l Ire 1 w,, G) At the site contractor must verify existing utility locations, off 531—Off sets and elevations (soft dig) prior to star construction, minimum clearance dimensions shall be held and shall be as required by the local regulatory agency. "Caution" Hold a 15'-2" } distance of 10 feet minimum from overhead electric lines to pool's water edge. 1 eaaL ' " r n>:cic TANNINGr k a H) -The contractor bears full responsibility for all maintenance of private property and safety ofithe public as relates to his L0 t , 741 _ r work. 47 —5 LEDGE 1 _8 EXIST, 4' Ca EXIST, 1' 1) -All pool screened enclosures and fences shall conform to the barrier requirements of Florida Building Code 2010 edition TEtucE "Residential ", Cha ter 41, Section R4101.17 and Florida Building Code 2010 edition "Buildin ", Cha ter 4, Section C.L,FENCE EXIST: 4' P 9 g P EQUIPMENT I o 5 0 0 424.2.17 for residential (private) swimming pools and with the barrier requirements of Section =C -4 of Chapter IC of the PAD C.L,FENCE 3' -0» S I DEEP Miami Dade County code. Safety Pool covers shall conform to the requirements of NSPI /ASTM F 1346. / (332 5� WI M M I N G + �— J) -Where pools abut or are placed nearby sea wall or bulkheads, special care shall be employed. The wails shall be In x DEEP j POOL � good condition, not permitting any shifting or removal, or loosening of the supporting soil away from the pool. If the walls © ELECTRIC UMBRELLA - 150 A HOLDER do not fully contain the soils behind them, they shall be replaced or repaired. Continual maintenance of the walls is EXIST, 6' W❑ ❑D i. METER N required by the property owner. When excavating for the pool, the sea -wall tiebacks shall not be cut. FENCE EXIST, ONE STORY HOUSE I rn K -The contractor shall backfill pool shell with caution. The plumbing shall not disturbed. C.I.S. RESIDENCE PANEL P P g be d s urbed. Backfill shall be performed , I with clean sand, free of organic materials and shall be placed in 12 inch thick layers. Each layer shall be compacted to F.F.ELEV -9.39 r M SWIMOUT 90% of the soils maximum density by tampering solidly. Soils below the deck shall be placed in similar manner. Where l decks are indicated b others, k i t w 00 OVERHEAD POWER y o e s, the deck design notes shown the typical section do not apply. Deck design shall be by — SANITARY /SEPTIC � I I SERVICE others. Do not drain pool under high ground water or storm conditions. r m L) -Do not empty pool after construction for repairs or any other reason before consulting with a pool design company or I — pool repair contractor. Hydrostatic uplift pressures must be eliminated to prevent pool from floating above round, and r , r I-ROL BOOL,INC© COPYRIGHT i causing damage to the structural integrity of the pool. P 9 9 l I — r---L x THIS DRAWING IS THE PROPERTY OF 1 g g g Y p DRAINFIELD j M) - Filter backwash shall comply with the Florida Building Code 2010 edition, "Residential ", Cha ter 41, and Section I I j PROL Pool INC UNLESS OTHERWISE P I PROVIDED FOR BY CONTRACT. THE R4101.20 "Filters" and Florida Building Code 2010 edition "Building", Chapter 4, Section 424.1.6.5.5. " Filters " W L — — — — J I CONTENTS OF THIS DRAWING ARE l M p CONFIDENTIAL AND SHALL NOT BE N) -Pool Waste Water Disposal shall comply with Florida Building Cade 2010 edition, "Building ", Chapter 4, Section Iz CONCRETE DRIVE l I ,— ,. I TRANSMITTED To ANY PARTY EXCEPT -J 1 5 D 21 6 6 AS AUTHORIZED TO BY THE ENGINEERS 424.2.10 "Waste Water Disposal ". j I b , , , » 1 OF RECORD. O) -The gas piping system will be design by the gas company serving in the area of this project and shall be comply with M 1 —0 1 —0, � 5 30' 0•• 3' 0» 12 Q the Florida Building Code 2010 edition "Fuel Gas" in accordance with the manufactures recommendations. I P) - Electrical Wiring and equipment shall comply with the Florida Building Code 2010 edition, Chapter 27 "Electrical ". j C z 0 i It o 0 — Id — 6'--0" 0 Q) - Install wiring and devices as indicated in pool data shall furnished electrical service at existing entry. Install disconnect l CHILD SAFETY FENCE. switch at motor if not within 50' of fused switch at service point. Electrical light connection to comply with nec 660 -1575 - PERMANENT ANCHORED POST 0) J `p J LL art. 680. Most up -to -date edition or revision... All metallic conduits, piping system, reinforcing steel, lighting fixtures and WATER R= 980.0' SELF CLOSING W/ N dt t 1 fixture housing, metal parts of ladders, and their supports, shall be bounded together and grounded to a common METER LATCHING GATE W/ LOCKING Q :�i ground. Bounding conductors shall not be smaller than #i copper. No overhead open wire over pool water. Receptacles S tl = to be located minimum 10' of edge of water. DEVICE 54" ABOVE FINISH w O R) -Pool light to be grounded to common bonding grid consisting of (1) #8 continuous copper wire looped around pool O GRADE ELEVATION AS PER GO Lu perimeter. Loop shall be grounded to panel via pool wall steel, deck reinforcing, and pump motor casing. U SECTION 4101,17 FBC U C1 S) - Temperature of spa water shall be set so that maximum water temperature does not exceed 102 degrees Fahrenheit. co C `0 T ) -For design purposes has been utilized a bearing value of 2000 psf typical of a soil with combination of undisturbed SV11 63rd COURT N V) sand and limerock. A letter will be submitted after the pool has been excavated attesting that the soil conditions are similar 0 0 Not w01 rL or better to the used in the design. W� n FREESTANDING G.F.C.i. OUTLET r U -All treads shall have slip- resisting surfaces per ANSI. P 9 p �/ EXIST. SHALL BE. LOCATED NOT CLOSER U W V) - - Swimouts shall comply with the Florida Building Code 2010 edition, "Residential ", Chapter 41, Section R4101.12 and � THAN 10 FEET NORM" MORE 'THAN-20 X I 0 with Florida Building Code 2010 edition, "Building ", Chapter 4, Section 424:1.2.5.4. "Swimouts" IL TERRACE FEET FROM WATER'S EDGE. W) -This pool has been designed to all applicable requirements of the Florida Building Code 2010 edition, "Residential ", TAMPER— RESISTANT RECEPTACLES AS Chapter 41 and Florida Building Code 2010 edition, "Building ", Chapter 4, Section 424 PER NEC406.11 & WATER RESISTANT i STATEMENT OF THE ENGINEER AS PER NEC 406.8(B)(1) 'll -This plan remains the property of the design engineers. It is not transferable from one Contractor to another without the written permission of the design engineers. his plan was prepared under my direction and to the best of my knowledge and belief complies with the intent of "The ` Florida Building Code, latest version and revisions in conjunction with the cities minimum standards - requirements I -Not valid without embossed sea]. >> SITE PLAN 1 20-0 -We have usod the latest information available to show all existing utilities, however the engineer takes no responsibility for any inaccuracies in the locations shown. LEGAL DESCRIPTION 1 :: LOT 8 BLOCK 13 OF "TWIN LAKES MANOR SUB .DIVISION.. , 2'— ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 12 Q Y U o C z 0 i It o 0 '(Q O J V J LL Q :�i w S tl = L.LJ w O Z O GO Lu `N U w U C1 co C `0 N V) 0 0 Not w01 rL W� n r pv ` U W U W � Z o X I 0 IL IL 57, PAGE 82 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, project number: i FLORIDA. I rn -_ POOL SPECIFICATION T 0. Pool Size FT ( ): 14 x 30 ZONING CLARIFICATION EXIST. Deep End (FT): 5 � 100y LOT COVERAGE _ ..::.:..: .......::. I • 3 .......ii,000 S.F RESIDENCE SWIMMING POOL Shallow End (FT). SITE PLAN Pool Area SF 420 SF 40% MAXIMUM COVERAGE AREA = .............4,400 S.F Area( SF): AND DETAILS Pool Perimeter(LF): 88 LF EXISTING COVERAGE AREA Pool Volume (GAL): 12,600 GAL HOUSE COVERAGE = .......................... ..2,459 S.F s h B e t t i t l e DRIVEWAY = ........................ ............................860 S.F Turnover Rate(H R ), 2.8 HR POOL DECK ..565 SF Interior Finish: SGM DIAMOND BRITS SWIMMING Pool = :..:...420 SF I 1 x Waterline Tile: 6 NEW TOTAL COVERAGE AREA = 4304 S.F...... 39, y OF LOT) Coping, B/N BRICK I Pump Size (HP). 1 HP Filter System & Size:150 SF CARTRIDGE Inlets: 3 SOIL STATEMENT Mal . ndralns. 2 IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND � AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTY AND POOL LAYOUT PLAN 'I 4 r� O» " , r E V I 5 I 0 n 5 2 Vacuum Line W/ Safety. Lock:ONE CLAYEY GRAVEL TYPE OF SOIL WITH ADESIGN- BEARING CAPACITY OF 2000 PSF. AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS ` Skimmer. ONE ZNG. DEPT. IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD 2 300 REV 4 -2 -15 Light: W, 12 V THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL V W Patio Finish EC Size. 565 Sf CONC. PAVERS ON SAND DECK CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF Deck Drains (LF): NONE ZNG. DEPT. THE FLORIDA BUILDING CODE: BUILDING CHAPTER. BASICALLY THIS IS A 0 REVIEW 3- 11--15 SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY Others Items. SAND, SILTY GRAVEL AND CLAYEY GRAVEL. 1. FLOTATION ANALYSIS UPLIFT ANALYSIS issue date: I I TOP OF POOL WALL ELEVATION - - - -= -9.39' PRE —CAST CONIC. 2 -18 -15 RESULTANT UPLIFT FORCE — = - -( +)3.44' * 62.4 UP psf 215 = cf P P ( ) COPING OR COUNTY FLOOD CRITERIA ----- - -9.0' i ALTERNATE 8 :_CO C. PAVERS drown by: approved by: I � � �` N LOW POINT POOL LEVEL - - .3.56' 1 .92 (150 psf) =138 psf (DOWN) COPING i:. `, ON COMPACTED SAND -- i I water line ' POOL FORCE UPLIFT L F ------ - - - - -- -5.44 A, I i 1 .., ; L..! I, . 67 (pool depth -4 )(pool perlmeter -88 )(150 psf) =78.6 psf (DOWN) s c a l e : „ „ 1 „ to 24 "MAX ' (Pool area -420) 1 —0 1 --0 5 —0 8 DEDUCT 2.00 ALLOWED FOR-----(—)2.00' �- -.- COPING USE OF 2 HYDROSTATIC I INSTALLED 12 TO,- -..,.. AS INDICA1 *ED I TOTAL DOWN -------- 216.6 (DOWN) > 215 psf (REQ D DOWN)... OK al � � � _ + PRESSURE RELIEF VALVE (- 2.00') ) 24 BELOW WATER . ,� L �� Water line c1i t� x wa r Ilne , � SLAB LEVEL`. ��,��� �W. R��� �_..�,.�mm_W� __w�.- �_�,�_.� .,..,� �...rm _,____.._���._�_�_m_�.__�m ,. -..� - RESULTA T UPLIFT FORCE 3.44 B THICKNESS REQ D _____11 (j�3 CAD 7 0 /C. EA.WAY CENTERED) j,�—, w � , , :, �,, ,� ,;;r .I °� • �. RETURN FITTINGS) ,.'w�„ LID WALL THICKNESS REQ'D = 8" 3 7" 0 C. EA. AY CE TERED _.._ . ...... . .. ............ ........................::................. ............................... ............... . .... _.. ( / ) d _ ........................_........ ...............______,__..__��� WELL COMPATED o w' A I o .' WATER LINE OF POOL Fl LL TOP ELEV —9.39 11 CONIC. SLAB � � o � •� �"` .; �. ,r� _ ... COLOR I j3 U 7 E,W. TOP k- 8 CONC. SLAB CONTRAST _ w j of do BOTTOM #3 @ 7 "E.W �. EMILIANO OZG`;�r t: j I „ o TI LE #3 Cal 7 "E. W. Florida Registration No. 66341 �I 8 CONIC. WALL �. ,w. CENTERED D 917 SW 122 AVE. MIAMI FL 33194 j 1:7 SL I W/#3@7" E.W. CENTERS (786) 715 7125 SLOPE (max) In CENTERED 11 CONC. SLAB •. 1: 3 sLOpE (max) 7 E. W TOP s h e e t n u m b e r n � �3 � 11' CONIC. SLAB BOTTOM 3 @ 7 E.W. TOP ' BOTTOM ELEV = 3.44' dC BOTTOM TYPICAL WALL SECTION TYPICAL STEPS DETAIL SWIMOUT DETAIL SCALE:1 2 " =1' -0" ANTI— VORTEX M.D. ASSEMBLY W/ SCALE: 1/2 „ =1' -0” SCALE: 1 —0" / SP HYDROSTATIC VALVE 2 » =1' / s h e e t. TYPICAL L POOL SECTION N TS 1 o f 2