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15-257-002:fit -_?1 Ir- —il lktv Ikhl fvy I N ff ty'r, I tr I;,,- : t-.?[ it 15 t; - I POOL GENERAL NOTES -4 A) -All reinforce steel to conform to A.S.T.M. A615 grade 60 and all floor i walls of pool to be pneumatically applied concrete with a min. 24 day compressive strength of 4000 p.s,!. 5) -All piping, materials and equipments used In the plumbing system of swimming pools shall conform to the Florida 105.64' WALL Building Code 2010 edition "Plumbing" and Florida Building Code 2010 edition "Residential", Chapter 41 installed In 45-0" accordance with the manufacturer's installation standards. RET CONIC EXIST, C) -"Caution" prior to excavation the contractor is responsible for contacting the necessary personnel for locating any and ' CONC PC) all utilities that May exist. C211 Sunshine State One Call prior to digging for verification of locations. DECK D) -The pool contractor responsibility to protect existing structures from failure by sheathing and/or shoring, or other SL B 0 methods as required. The design engineer takes no responsibility for the safety of existing structures. `CANAL MAIMTFrMAkIr.Fr E) -The design engineer takes no responsibility for pool construction in easements, reservations areas or required setback EASEMENT areas. Pool contractor and/or owner shall verify all shown dimensions in the field and establish lot lines prior to 0) construction. LEVEL J F) -The contractor shall verify 211 quantities and details shown on the drawings from the engineer and shall notify of all r X omissions, errors, conflicts and discrepancies found therein, failure to discover or to correct errors, conflicts or Q 0 (RETURN FITTINGS discrepancies shall no relieve the contractor full responsibility for unsatisfactory work, faulty construction or improper LU < operation resulting there from, nor from rectifying such condition at his own expense. Cie < ........... . . ..... .... ... .... ............ .. ......... ......... . ................... . . . . ........................ . . . . . . ......................... . PSG L 4 O/C. AERED) (3 0 7- EA.WY CENT G) - At the site contractor must verify existing utility locations, off- sets and elevations (soft-dig) prior to star construction, "Caution" 53$-01# < Z L LU 0 9' 0 minimum clearance dimensions shall be held and shall be as required by the local regulatory agency. Hold a I LU C11) ........................................... ...................... . ........................ .................... . . . ........................................... . ............................ ........................... -2'4 distance of 10 feet minimum from overhead electric lines to pool's water edge. WELL COMPATED MaL 0 H) -The contractor beers full responsibility for all maintenance of private property and safety of the public as relates to his to 46-5 " (741 W) WATER LINE OF POOL work. FILL & GI 1) -All pool screened enclosures and fences shall conform to the barrier requirements of Florida Building Cod* 2010 edition . ' 4 EXIST POOL 01 LO EXIST, TEIRACE iri CY, Ln "Residential", Chapter 41, Section R4101.17 and Florida Building Code 2010 edition "Building", Chapter 4, Section C,L,FENCE EQUIPMENT 0 I EXIST, 4' 424.2.17 for residential (private) swimming pools and with the barrier requirements of Section BC-4 of Chapter AC of the PAD QI C.L.FENCE Miami Dade County code. Safety Pool covers shall conform to the requirements of NSPI/ASTM F 1346. #3 @ 7 "E. W. TOP & BOTTOM a. LLJ IL 10 3- 1 (3m W) J) -Where Pools abut or are Placed nearby sea wall or bulkheads, special care shall be employed. The W211S shall be in x .MI fi 0 good condition, not permitting any shifting or removal, or loosening of the supporting soil away from the pool. If the walls r_1 ELECTRIC do not fully contain the soils behind them, they shall be replaced or repaired. Continual maintenance of the walls is EXIST, 6' WOOD 150 A METER required by the property owner. When excavating for the pool, the Se2-W211 tiebacks shall not be cut. FENCE EXIST, ONE STORY HOUSE K) -The contractor shall backfill pool shell with caution. The plumbing shall not be disturbed. Backfill shall be performed L11" CONC, SLAB C.I.S. RESIDENCE PANEL I co with clean sand, free of organic materials and shall be placed in 12 inch thick layers. Each layer shall be Compacted to CENTERED F.F.ELEV=9.39' #3 @ 7"E.W. TOP 90% of the soils maximum density by tampering solidly. Soils below the dock shall be Placed in similar manner. Where 00 OVERHEAD POWER decks are indicated by others, the deck design notes shown on the typical section do not apply. Deck design shall be by -SANITARY/SEPTIC SERVICE others. Do not drain pool under high ground water or storm conditions. ANTI-VORTEX M.D. ASSEMBLY W L) -Do not empty pool after construction for repairs or any other reason before consulting with 2 pool design company or r - - - - - - TYPICAL PLANTEE HYDROSTATIC VALVE pool repair contractor. Hydrostatic uplift pressures must be eliminated to prevent pool from floating above ground, and causing damage to the structural integrity of the pool. I I DRAINFIELD L -i M) -Filter backwash shall comply with the Florida Building Code 2010 edition, "Residential", Chapter 41, and Section "Filters" "Building", "Filters" R4101.20 and Florida Building Code 2010 edition, Chapter 4, Section 424.1.6,5.5. L - - - - - J N) -Pool Waste Water Disposal shall comply with Florida Building Code 2010 edition, "Building", Chapter 4, Section CONCRETE DRIVE 424.2.10 "Waste Water Disposal". 0) -The gas piping system will be design by the gas company serving in the area of this project and shall be comply with Florid2Building "Fuel the Cod* 2010 edition Gas" in accordance with the manufactures recommendations. "Electrical". P) -Electrical Wiring and equipment shall comply with the Florida Building Code 2010 edition, Chapter 27 Q) -install wiring and devices as indicated In pool data shall furnished electrical service at existing entry. Install disconnect switch at motor if not within 50' of fused switch at service point, Electrical light connection to r comply with nee 660-1575 - art. 680. Most up-to-date edition or revision... All metallic conduits, piping system, reinforcing steel, lighting fixtures and WATER R=980.0' fixture housing, metal parts of ladders, 2nd their supports, shall be bounded together and grounded to a common METER ground. Bounding conductors shall not be smaller than #8 copper. No overhead open wire over pool water. Receptacles to be located minimum 10' of edge of water. R) -Pool light to be grounded to common bonding grid consisting of (1) #8 continuous copper wire looped around pool perimeter. Loop shall be grounded to panel via pool wall steel, deck reinforcing, and pump motor casing. S) -Temperature of spa water shall be set so that maximum water temperature does not exceed 102 degrees Fahrenheit. T) -For design purposes has been utilized 2 bearing value of 2000 psf typical of a soil with combination of undisturbed SW 63rd COURT sand and limerock. A letter will be submitted after the pool has been excavated attesting that the soil conditions are similar or better to the used in the design. U) -All treads shall have slip- resisting surfaces per ANSI. S.1.5 V) - -SwImouts shall comply with the Florida Building Code 2010 edition, "Residential", Chapter 41, Section R4101.12 and with Florida Building Code 2010 edition, "Building", Chapter 4, Section 424.1.2.5.4. "Swimouts" W) -This pool has been designed to all applicable requirements of the Florida Building Code 2010 edition, "Residential", Chapter 41 and Florida Building Code 2010 edition, "Building", Chapter 4, Section 424 STATEMENT OF THE ENGINEER -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 -Not valid without embossed seal. S1 TE PLAN 1 20-0 -We have used the latest Information available to show all existing utilities, however the engineer takes no responsibility for any inaccuracies in the locations shown. LEGAL DESCRIPTION LOT 8 BLOCK 13 OF -TWIN LAKES MANOR SUBDIVISION.", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 82 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ---POOL SPECIFICATION Pool Size (FT): 14' x 30' ZONING CLARIFICATION Deep End (FT): 5' 1007. LOT COVERAGE = ............................. 11,000 S.F Shallow End (FT): 3' . Pool Area(SF): 420 SF Pool Perimeter(LF): 88 LF 407. MAXIMUM COVERAGE AREA = ............. 4,400 S.F EXISTING COVERAGE AREA Pool Volume (GAL): 12,600 GAL HOUSE COVERAGE =........ .... ..................... 2,372 S.F Turnover Rate(HR): 2.8 H R DRIVEWAY = ........................ .............:..............860 S.F Interior Finish: SGM DIAMOND BRITE POOL DECK = ................................... 741 SF ............... SWIMMING POOL = ............. ............................420 SF Waterline Tile: Wo NEW TOTAL COVERAGE AREA=__4D0 S,F ...... (39.9 % OF LOT) Coping: B/N BRICK Cie 0 0 ,:-.L, 0 40 so 0 1 a, NNE.. 0 C-4 C) 0% 8 Q PROL FOOL,INC@ COPYRIGHT THIS DRAONG IS THE PROPERTY OF PROL POOL-INC UNLESS OTHER'MSE PROMED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWING ARE CONFID TIAL AND SHALL NOT BE TRANSMITTED To ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. AL Pump Size (HP): I HP Filter System & Size:150 SF CARTRIDGE Inlets: 3 SOIL STATEMENT IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND Maindrains: 2 AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTY AND POOL LAYOUT PLAN 1/4, )�=i 0 2" Vacuum Line w/ Safety Lock.ONE CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN-BEARING CAPACITY OF Skimmer: ONE 2000 PSF, AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS Light: 300 W, 12 V IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL Patio Finish & Size: 741 sf CONC. PAVERS ON SAND DECK CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF Deck Drains (LF): NONE THE FLORIDA BUILDING CODE: BUILDING CHAPTER, 15ASICALLY THIS IS A SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY Others Items: SAND, SILTY GRAVEL AND CLAYEY GRAVEL. 1. . . ........ FLOTATION ANALYSIS UPLIFT ANALYSIS TOP OF POOL WALL ELEVATION__ 9.39' PRE—CAST CONC. RESULTANT UPLIFT FORCE .: __( +)3.44' __(+)3.44' 62.4 pcf=215 psf (UP) COPING OR COUNTY FLOOD CRITERIA ___-9. 00 SLAB ALTERNATE -- PAVERS .92' (150 psf) =138 psf (DOWN) COPING 1\ ON COMPACTED SAND II LOW POINT POOL LEVEL ____,3.56' Water line' POOL UPLIFT FORCE ----- — 5.44' WALL . ..... .67'_ (12ool depth-4')(pool perinnater-88')(150 psf). =78.6 psf (DOWN) DEDUCT 2.00' ALLOWED FOR----(-)2.00' (pool area-420) 5$-01f USE OF 2" HYDROSTATIC TOTAL DOWN- _ —_ -_- — ---- 216.6 (DOWN) > 215 psf (REQ'D DOWN)... OK INSTALLED 12" TO--­­1 PRESSURE RELIEF VALVE (-2.00') 24" BELOW WATER -Vwj _nt - IFline RESULTANT UPLIFT FORCE _3.44' 0 LU (#3 0 7" O/C. EA.WAY CENTERED) 0 LEVEL < ------------------- Q 0 (RETURN FITTINGS LU < Cie < ........... . . ..... .... ... .... ............ .. ......... ......... . ................... . . . . ........................ . . . . . . ......................... . WALL EQ'D ESS THICKNESS R# O/C. AERED) (3 0 7- EA.WY CENT LU < Z L LU 0 LU 0 I LU C11) ........................................... ...................... . ........................ .................... . . . ........................................... . ............................ ........................... co WELL COMPATED 0 WATER LINE OF POOL 4n FILL & GI 00 00r, 01 LO iri CY, Ln TOP ELEV =9.39' 11" CONC. SLAB 0 QI #3 @ 7 "E. W. TOP & BOTTOM a. LLJ IL 10 3- 1 AL Pump Size (HP): I HP Filter System & Size:150 SF CARTRIDGE Inlets: 3 SOIL STATEMENT IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND Maindrains: 2 AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTY AND POOL LAYOUT PLAN 1/4, )�=i 0 2" Vacuum Line w/ Safety Lock.ONE CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN-BEARING CAPACITY OF Skimmer: ONE 2000 PSF, AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS Light: 300 W, 12 V IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL Patio Finish & Size: 741 sf CONC. PAVERS ON SAND DECK CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF Deck Drains (LF): NONE THE FLORIDA BUILDING CODE: BUILDING CHAPTER, 15ASICALLY THIS IS A SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY Others Items: SAND, SILTY GRAVEL AND CLAYEY GRAVEL. 1. . . ........ FLOTATION ANALYSIS UPLIFT ANALYSIS TOP OF POOL WALL ELEVATION__ 9.39' PRE—CAST CONC. RESULTANT UPLIFT FORCE .: __( +)3.44' __(+)3.44' 62.4 pcf=215 psf (UP) COPING OR COUNTY FLOOD CRITERIA ___-9. 00 SLAB ALTERNATE -- PAVERS .92' (150 psf) =138 psf (DOWN) COPING 1\ ON COMPACTED SAND II LOW POINT POOL LEVEL ____,3.56' Water line' POOL UPLIFT FORCE ----- — 5.44' WALL . ..... .67'_ (12ool depth-4')(pool perinnater-88')(150 psf). =78.6 psf (DOWN) DEDUCT 2.00' ALLOWED FOR----(-)2.00' (pool area-420) 5$-01f USE OF 2" HYDROSTATIC TOTAL DOWN- _ —_ -_- — ---- 216.6 (DOWN) > 215 psf (REQ'D DOWN)... OK INSTALLED 12" TO--­­1 PRESSURE RELIEF VALVE (-2.00') 24" BELOW WATER -Vwj _nt - IFline TYPICAL POOL SECTION — N TS i -qnnnm,4 -iwmni ii winner wizinn ii nw mw IA nirnnnnmA 8" CONIC. SLAB #3 @ 7 "E. W. CENTERED 11" CONC. SLAB & #3 @ 7 TT"E.W. TOP BOOM --- 1§7 to 24"M�X Scale: COPING AS r% Water line f S lo (3 F) V 9 1K 10, 0> "1ND COLOR CONTRAST' EMILIANO b R O2� 6'," TILE #3 @ 7"E.W. Florida Registr�6ti�n 0 ; , � C# 3 817 SW 122 AVE. MIAMI FL. -33184 CENTERED (786) 715 7125 s h a e f nu m b a r SWIMOUT DETAIL SCALE: 112"=V-0" S h e e t of 2 RESULTANT UPLIFT FORCE _3.44' SLAB THICKNESS RE ,D =__11- (#3 0 7" O/C. EA.WAY CENTERED) LEVEL ------------------- (RETURN FITTINGS ........... . . ..... .... ... .... ............ .. ......... ......... . ................... . . . . ........................ . . . . . . ......................... . WALL EQ'D ESS THICKNESS R# O/C. AERED) (3 0 7- EA.WY CENT L ........................................... ...................... . ........................ .................... . . . ........................................... . ............................ ........................... WELL COMPATED 0 WATER LINE OF POOL FILL & 00r, TOP ELEV =9.39' 11" CONC. SLAB 0 QI #3 @ 7 "E. W. TOP & BOTTOM .MI fi 0 8" CONIC. WALL 0 7 SLOPE (max) LO W/#3@7" E.W. L11" CONC, SLAB 3 SLOPE (max) CENTERED #3 @ 7"E.W. TOP BOTTOM BOTTOM LE 3.44' ANTI-VORTEX M.D. ASSEMBLY W TYPICAL WALL SECTION TYPICAL STEPS DETAIL HYDROSTATIC VALVE SCALE: 1/2"=V-0" TYPICAL POOL SECTION — N TS i -qnnnm,4 -iwmni ii winner wizinn ii nw mw IA nirnnnnmA 8" CONIC. SLAB #3 @ 7 "E. W. CENTERED 11" CONC. SLAB & #3 @ 7 TT"E.W. TOP BOOM --- 1§7 to 24"M�X Scale: COPING AS r% Water line f S lo (3 F) V 9 1K 10, 0> "1ND COLOR CONTRAST' EMILIANO b R O2� 6'," TILE #3 @ 7"E.W. Florida Registr�6ti�n 0 ; , � C# 3 817 SW 122 AVE. MIAMI FL. -33184 CENTERED (786) 715 7125 s h a e f nu m b a r SWIMOUT DETAIL SCALE: 112"=V-0" S h e e t of 2