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10-342-001POOL GENERAL NOTES 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 3000 p.s.i. B) -AII piping, materials and equipments used in the plumbing system of swimming pools shall Conform to the Florida Building Code 2004 edition "Plumbing" and Florida Building Code 2007 edition "Residential ", Chapter4l installed in accordance with the manufacturer's installation standards. C) "Caution" prior to excavation the contractor is responsible for contacting the necessary personnel for locating any and all utilities that may exist. Call Sunshine State One Call prior to digging for verification of locations. D) -The pool contractor responsibility to protect existing structures from failure by sheathing and /or shoring, or other methods as required. The design engineer takes no responsibility for the safety of existing structures. E) -The design engineer takes no responsibility for pool construction in easements, reservations areas or required setback areas. Pool contractor and /or owner shall verify all shown dimensions in the field and establish lot lines prior to construction. F) -The contractor shall verify all quantities and details shown on the drawings from the engineer and shall notify of all omissions, errors, conflicts and discrepancies found therein, failure to discover or to correct errors, conflicts or discrepancies shall no relieve the contractor full responsibility for unsatisfactory work, faulty construction or improper operation resulting there from, nor from rectifying such condition at his own expense. G) - At the site contractor must verify existing utility locations, 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 distance of 10 feet minimum from overhead electric lines to pod's water edge. H) -The contractor bears full responsibility for all maintenance of private property and safety of the public as relates to his work. 1) -AII pool screened enclosures and fences shall conform to the barrier requirements of Florida Building Code 2004 edition "Residential ", Chapter 41, Section R4101.17 and Florida Building Code 2004 edition "Building ", Chapter 4, Section 424.2.17 for residential (private) swimming pools or with the barrier requirements of Section 8C-4 of Chapter 8C of the Miami Dade County code. Safety Pool covers shall conform to the requirements of NSPI /ASTM F 1346. J) -Where pools abut or are placed nearby sea wall or bulkheads, special care shall be employed. The walls shall be in good condition, not permitting any shifting or removal, or loosening of the supporting sail away from the pod. If the walls do not fully contain the soils behind them, they shall be replaced or repaired. Continual maintenance of the walls is required by the property owner. When excavating for the pool, the sea -wall tiebacks shall not be cut. K) -The contractor shall backfill pool shell with caution. The plumbing shall not be disturbed. Backfill shall be performed with clean sand, free of organic materials and shall be placed in 12 inch thick layers. Each layer shall be compacted to 90% of the soils maximum density by tampering solidly. Soils below the deck shall be placed in similar manner. Where decks are indicated by others, the deck design notes shown on the typical section do not apply. Deck design shall be by others. Do not drain pool under high ground water or storm conditions. L) -Do not empty pool after construction for repairs or any other reason before consulting with a pod design company or 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 pod. M) - Filter backwash shall comply with the Florida Building Code 2004 edition, 'Residential ", Chapter 41, and Section R4101.20 "Filters" and Florida Building Code 2004 edition, "Building ", Chapter 4, Section 424.1.6.5.5. "Filters' N) -Pool Waste Water Disposal shall comply with Florida Building Code 2004 edition, "Building ", Chapter 4, Section 424.2. 10 "Waste Water Disposal ". O) -The gas piping system will be design by the gas company serving in the area of this project and shall be comply with the Florida Building Code 2004 edition "Fuel Gas" in accordance with the manufactures recommendations. P) - Electrical Wiring and equipment shall comply with the Florida Building Code 2004 edition, Chapter 27 "Electrical'. 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 comply with nec 660 -1575 art. 680. Most up- to-date edition or revision... All metallic conduits, piping system, reinforcing steel, lighting fixtures and fixture housing, metal parts of ladders, and their supports, shall be bounded together and grounded to a common ground. Bounding conductors shall not be smaller than #8 copper. No overhead open wire over pod 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 pod 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 a bearing value of 2000 psf typical of a soil with combination of undisturbed sand and limerock. A letter will be submitted after the pool has been excavated attesting that the sail conditions are similar or better to the used in the design. U) -All treads shall have slip- resisting surfaces per ANSI. 6.1.5 V) - - Swimouts shall comply with the Florida Building Code 2004 edition, "Residential ", Chapter 41, Section R4101.18 and with Florida Building Code 2004 edition, "Building ", Chapter 4, Section 424.1.2.5.4. "Swimouts" W) -This pod has been designed to all applicable requirements of the Florida Building Code 2007 edition, "Residential ", Chapter 41 and Florida Building Code 2004 edition, "Building ", Chapter4, 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. -This 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. -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. POOL SPECIFICATION Pool Size (FT): 15' -0" X 30' -0" Deep End (FT): 6 Shallow End (FT): 5' Pool Areo(5F): 44cl 5F Pool Perimeter(LF):96 LF Pool Volume (GAL): 15,154 Turnover Rote(HR): 2.80 HR Interior Finish: DIAMOND BRITE Aaterline Tile: 6" Coping: B/N BRICK Pump Size (HP): 1.5 HP Filter System & 51ze:125 5F CARTRIDGE Inlets: (3) WALL, (3) FLOOR RETURN Moindroins: 2 2" Vacuum Line w/ Safety Lock:ONE Skimmer: ONE Light: 500 W, 12 V Patio Finish $ Size: 442 SF PAVERS DECK Deck Drains (LF): NONE Others Items: I. SALT 5Y5TEM 2. SOIL STATEMENT: AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTY AND CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN - BEARING CAPACITY OF 2000 PSF. AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF THE FLORIDA BUILDING CODE: BUILDING CHAPTER. BASICALLY THIS IS A SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL. SAFETY BARRIER REQUIREMENTS : CHILD SAFETY FENCE A BABY FENCE 48 INCHES TALL LOCATED A MINIMUM 20 INCHES FROM POOL'S WATER EDGE. THE SAFETY BARRIER SHALL CONFORM TO THE BARRIER REQUIREMENTS OF FLORIDA BUILDING CODE 2004 EDITION "RESIDENTIAL ", CHAPTER 41, SECTION R410I.11.1 THROUGH R4101.11.8. 6111 0 EXIST. WALL ON PROPERTY LINE ........... ELECTRIC METER UNDERGROUND POWER SERVICE I• W2 POOL EQUIP ri '15.00' SWIMMING ` POOL POOL i, 35' -O". 5.2.17-01 EXIST. TWO C.5.5 STORY SYV 71 TERRACE SITE PLAN 111 = 201 -011 LEGAL DE50RIPTION : LOT I , BLOCK I OF "FAIRGLADE PARK ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 45, PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. s EXIST. WALL ON PROPERTY LINE PRE -CAST GONG. COPING OR ALTERNATE COPING ........... . - - water I ins INSTALLED 12" TO 24" BELOA WATER LEVEL (RETURN FITTING5 ) 5 a 9" EA. WAY BOTT. TYPICAL. 8" k TRAVERTINO PAVERS ON COMPACTED SAND ■ In t WELL COMPATED FILL t 5 0 10" EA. WAY SIDE 'c Kp TYP I GAL WALL 5ECT1 ON SCALE: I/2 "= I' -O" I1- 011 1' -0" of water line In O r � m O iii .. r COLOR CONTRAST TILE TYPICAL 5TEP5 DETAIL SCALE: I/2 "= I'-O" #5 ®q "O /G TYPICAL WATER METER 4' -0" 301-0" 3'-O" IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTYAND CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN - BEARING CAPACITY OF 2000 PSF. AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF THE FLORIDA BUILDING CODE: BUILDING CHAPTER. BASICALLY THIS IS A SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL 100% LOT COVERAGE - 10,800 5.17 LANDSCAPE COVERAGE (MIN) 60% LOT COVERAGE = 6,480 5.F ACTUAL LANDSCAPE COVERAGE 6480 5.F = 60.0 % BUILDING AND POOL COVERAGE (MAXJ 40% LOT COVERAGE = 4320 5F BUILDING COVERAGE ............................... =2,180 5F POOL COVERAGE ............ ..............................= 891 5.F TERRACE 4 DRIVEWAY COVERAGE ..... =1,23 S.F ACTUAL BUILDING AND POOL COVERAGE= 4310 5.17 = 39.4 % A COPING 18' to 24 "MAX q water lin � — sl -. COLOR CONTRAST TILE TYPICAL SNI MOUT DETAIL SCALE: 1/2"=I'-O" POOL LAYOUT PLAN 1/4 11 = I 1 -0 II ti 1 y N �o PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL.INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWWNG ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. ° Y U m ::i Z 0 x a � w Z 0 Lti O O J %3 J W Q CL 200 A 0 Z HOUSE PANEL Q rn W w .I rn P ,.-. LULU Q I � w 3 Ut N N - 15.00' SYV 71 TERRACE SITE PLAN 111 = 201 -011 LEGAL DE50RIPTION : LOT I , BLOCK I OF "FAIRGLADE PARK ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 45, PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. s EXIST. WALL ON PROPERTY LINE PRE -CAST GONG. COPING OR ALTERNATE COPING ........... . - - water I ins INSTALLED 12" TO 24" BELOA WATER LEVEL (RETURN FITTING5 ) 5 a 9" EA. WAY BOTT. TYPICAL. 8" k TRAVERTINO PAVERS ON COMPACTED SAND ■ In t WELL COMPATED FILL t 5 0 10" EA. WAY SIDE 'c Kp TYP I GAL WALL 5ECT1 ON SCALE: I/2 "= I' -O" I1- 011 1' -0" of water line In O r � m O iii .. r COLOR CONTRAST TILE TYPICAL 5TEP5 DETAIL SCALE: I/2 "= I'-O" #5 ®q "O /G TYPICAL WATER METER 4' -0" 301-0" 3'-O" IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTYAND CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN - BEARING CAPACITY OF 2000 PSF. AFTER GROUND HAS BEEN BROKEN I WILL CONFIRM THAT THIS IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF THE FLORIDA BUILDING CODE: BUILDING CHAPTER. BASICALLY THIS IS A SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL 100% LOT COVERAGE - 10,800 5.17 LANDSCAPE COVERAGE (MIN) 60% LOT COVERAGE = 6,480 5.F ACTUAL LANDSCAPE COVERAGE 6480 5.F = 60.0 % BUILDING AND POOL COVERAGE (MAXJ 40% LOT COVERAGE = 4320 5F BUILDING COVERAGE ............................... =2,180 5F POOL COVERAGE ............ ..............................= 891 5.F TERRACE 4 DRIVEWAY COVERAGE ..... =1,23 S.F ACTUAL BUILDING AND POOL COVERAGE= 4310 5.17 = 39.4 % A COPING 18' to 24 "MAX q water lin � — sl -. COLOR CONTRAST TILE TYPICAL SNI MOUT DETAIL SCALE: 1/2"=I'-O" POOL LAYOUT PLAN 1/4 11 = I 1 -0 II ti 1 y N �o PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL.INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWWNG ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. ° Y U m ::i Z 0 x a � w Z 0 Q J J W CL 0 Z Q Q W W w n- Q ,.-. LULU Q ^ 3 w 3 N N in L0 ch L0 112 NLO M :E Lull ' Q a w w Z z a a 0 o� project number: she e t t i t l e SWIMMING POOL SITE PLAN AND DETAILS r e v i s i o n s issued for: issue date: 4-8 -10 drown by: approved by: scale: AS INDICATED s t., 8 ,t �' � 4,, �L� CO ION �� s JOSE" -A }DIAZ,''' P.E. Florida Re rdtibn No. 54883 16438 SW 1 3 LN. MIAMI FL. 33196 (305) 494 4791 s e e t number S P - 1 s e e t: I of 2