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15-257-003w f 1 I POOL GENERAL NOTES Y U 0 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. 28 day compressive strength of 4000 p.s.i. FLOTATION ANALYSIS B) -All piping, materials and equipments used in the plumbing system of swimming pools shall conform to the Florida of Building Code 2010 edition "Plumbing" and Florida Building Code 2010 edition "Residential ", Chapter 41 installed in - -9.39' accordance with the manufacturer's installation standards. pcf =215 psf (UP) C) "Caution" prior to excavation the contractor is responsible for contacting the necessary personnel for locating any and PRE —CAST CONC. COPING OR 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. J E) -The design engineer takes no responsibility for pool construction in easements, reservations areas or required setback 8" ALTERNATE � ',CONC. PAVERS areas. Pool contractor and /or owner shall verify all shown dimensions in the field and establish lot lines prior to LOW POINT POOL LEVEL --------- construction. 92' (150 psf) =13a psf (DOWN) 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 ON COMPACTED SAND I discrepancies shall no relieve the contractor full responsibility for unsatisfactory work, faulty construction or improper POOL UPLIFT FORCE -- - - - - -- __5.44' operation resulting there from, nor from rectifying such condition at his own expense. WALL 67' (pool de th -4' ool Perim eter -88' 150 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 pool's water edge. H) -The contractor bears full responsibility for all maintenance of private property and safety of the public as relates to his L work. 1) -All pool screened enclosures and fences shall conform to the barrier requirements of Florida Building Code 2010 edition "Building ", Ki EXIST, 4' a C,L,FENCE "Residential ", Chapter 41, Section R4101.17 and Florida Building Code 2010 edition Chapter 4, Section O 424.2.17 for residential (private) swimming pools and 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 /AS'TM F 1346. J) -Where pools abut or are placed nearby sea wall or bulkheads, special care shall be employed. The walls shall be in U good condition, not permitting any shifting or removal, or loosening of the supporting soil away from the pool. If the walls `U`) do not fully contain the soils behind them, they shall be replaced or repaired. Continual maintenance of the walls is EXIST, 6' WOOD required by the property owner. When excavating for the pool, the sea -wall tiebacks shall not be cut. FENCE K) -The contractor shall backflll 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 ---- 3.44' li decks are indicated by others, the deck design notes shown on the typical section do not apply. Deck design shall be by 0 /C. EA.WAY CENTERED) others. Do not drain pool under high ground water or storm conditions. LEVEL (RETURN FITTINGS ) L) -Do not empty pool after construction for repairs or any other reason before consulting with a pool design company or 0 N00 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. � M) - Filter backwash shall comply with the Florida Building Code 2010 edition, "Residential ", Chapter 41, and Section R4101.20 "Filters" and Florida Building Code 2010 edition, "Building ", Chapter 4, Section 424.1.6.5.5. "Filters" � N) -Pool Waste Water Disposal shall comply with Florida Building Code 2010 edition, "Building ", Chapter 4, Section 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 �. the Florida Building Code 2010 edition "Fuel Gas" in accordance with the manufactures recommendations. B P) - Electrical Wiring and equipment shall comply with the Florida Building Code 2010 edition, Chapter 27 "Electrical ". FILL .�..` Q) - Install wiring and devices as indicated in pool data shall furnished electrical service at existing entry. Install disconnect WATER LINE OF POOL switch at motor if not within 50' of fused switch at service point. Electrical light connection to comply with nec 660 -1575 z art. 680. Most up -to -date edition or revision.., All metallic conduits, piping system, reinforcing steel, lighting fixtures and WATER fixture housing, metal parts of ladders, and 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 .TOP ELEV =9.39' to be located minimum 10' of edge of water. R P 1 li ht t b r nd d t common bondin rid consistn of (1) *8 continuous co er wire looped around pool - oo g o e U­ e o g g g pp 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 soil 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 2010 edition, "Residential ", Chapter 41, Section R4101.18 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. Lhis plan was prepared under my direction and to the best of my knowledge and belief complies with the intent of "The Fj rida 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): 14' x 30' Deep End (FT): 5' Shallow End (FT): 3' Pool Area(SF): 420 SF Pool Perimeter(LF): 88 LF Pool Volume (GAL): 12,600 GAL Turnover Rate(HR): 2.8 HR Interior Finish: SGM DIAMOND BRITE Waterline Tile: 6" Coping: B/N BRICK Pump Size (HP): 1 HP Filter System & Size:150 SF CARTRIDGE Inlets: 3 Maindrains: 2 2" Vacuum Line w/ Safety Lock.QNE Skimmer: ONE Light: 300 W, 12 V Patio Finish do Size: 741 sf CONC. PAVERS ON SAND DECK Deck Drains (LF): NONE Others Items: 1. 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 2010 EDITION "RESIDENTIAL ", CHAPTER 41, SECTION R4101.17.1 THROUGH R4101.17.8. J I- O 105.64' s RETA CQNC N"MJL)i. U1=U L3Y AN AU I 100i;-:3K LAJUL;A 11UNAL FRUDUG I x IEXIST. 4' C.L.FENCE I - ELECTRIC IMETER Li - r OVERHEAD POWER I I SERVICE m r I ri I I SITE PLAN 1" = 20 -0 LEGAL DESCRIPTIOi 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. ZONING CLARIFICATION 1007 LOT COVERAGE = .... .........................11,000 S.F ACTUAL LANDSCAPE COVERAGE = .............7,693 S.F(69 7.) EXISTING CQVERAGE AREA HOUSE COVERAGE = ........... .........................1,814 S.F TERRACE COVERAGE = ....... ............................332 S.F POOL DECK = ...................... ............................741 SF SWIMMING POOL = ............. ............................420 SIF NEW TOTAL COVERAGE AREA= 3.307 S.F ...... (30 7. OF LOT) SOIL STATEMENT IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND 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. 45' -0" ••••• ..... • POOL LAYOUT PLAN 1 /4 1'--0" ii nnnniii Ibnnn:i vg=inn I nor tie x nannnnm.4 i1' 0" 1 0 "I A i k , ��........_.�.m..,, WatEr IIne, M o� 4,. O 11" CONC. SLAB . #3 ® 7 "E.W. TOP do BOTTOM TYPICAL STEPS DETAIL SCALE: 1/2"=V—O" 5'--0" M 0 V w U V `� • W � ~UfJ • h • M V Cty� ••• •s • Y � � M • yw� J••• uuu•f(�: °�c M M 11 � v h. ry h'rl ©•° o � � b w ti c) >y ?ROL FOOL,INC Q COPYRIGHT THIS DRAWING I5 THE PROPERTY OF PROL POOL.INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFlD1�NTIAL AND SHALL NOT BE TRANSMITTED To ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. O Y U 0 �7 0 W Z FLOTATION ANALYSIS UPLIFT ANALYSIS of TOP OF POOL WALL ELEVATION - -9.39' RESULTANT UPLIFT FORCE +)3.44' * 62.4 pcf =215 psf (UP) PRE —CAST CONC. COPING OR COUNTY FLOOD CRITERIA __— .____9.0' _ - - -( SLAB- J 8" ALTERNATE � ',CONC. PAVERS LOW POINT POOL LEVEL --------- 3.56* 92' (150 psf) =13a psf (DOWN) 0 COPING Water Ilne ON COMPACTED SAND I LLl POOL UPLIFT FORCE -- - - - - -- __5.44' Z WALL 67' (pool de th -4' ool Perim eter -88' 150 f =78.6 psf (DOWN) Z .� DEDUCT 2.00' ALLOWED FOR ----- _(— )2.00' (pool area -420) O INSTALLED 12 T0� Lu U USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE ( -2.00) `U`) TOTAL DOWN....._..____ 216.6 (DOWN) > 215 psf (REQ'D DOWN)... OK 24 BELOW WATER RESULTANT UPLIFT FORCE ---- — ---- 3.44' SLAB THICKNESS REQ'D =__11" ( #3 0 7" WALL THICKNESS REQ'D 0 /C. EA.WAY CENTERED) LEVEL (RETURN FITTINGS ) 0 N00 0 00 _. ...._ .:............_........... . � � WELL COMPATED �. Ld B FILL .�..` WATER LINE OF POOL z z IL ,R 10 It .TOP ELEV =9.39' 11" CONC. SLAB j #3 ® 7 "E.W. TOP z of do BOTTOM° \_8" M r CONC. WALL I 1: 7 SLOP o (max) wt W / #3@7" E.W. "' a CENTERED 1 :3 SL OPE (max) fs� BOTTOM ELEV — 3.44' TYPICAL WALL SECTION ANTI— VORTEX M.D. ASSEMBLY W/ SCALE: 1/2 "- =1' -0" HYDROSTATIC VALVE TYPICAL POOL SECTION N Ts ii nnnniii Ibnnn:i vg=inn I nor tie x nannnnm.4 i1' 0" 1 0 "I A i k , ��........_.�.m..,, WatEr IIne, M o� 4,. O 11" CONC. SLAB . #3 ® 7 "E.W. TOP do BOTTOM TYPICAL STEPS DETAIL SCALE: 1/2"=V—O" 5'--0" M 0 V w U V `� • W � ~UfJ • h • M V Cty� ••• •s • Y � � M • yw� J••• uuu•f(�: °�c M M 11 � v h. ry h'rl ©•° o � � b w ti c) >y ?ROL FOOL,INC Q COPYRIGHT THIS DRAWING I5 THE PROPERTY OF PROL POOL.INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFlD1�NTIAL AND SHALL NOT BE TRANSMITTED To ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. O Y U 0 �7 0 W Z 1 of 2 Q � J _.i W C < 0 Q LLl Z Z Lu O Lu U `U`) w 0 N00 0 00 E201 � � �. Ld B z z IL ,R 10 It C rr C I (; C a Z C project number: 1 R C11 SWIMMING POOL c SITE PLAN ` AND DETAILS sheet title C I Z y I r x Z I C c r e v i s i o n s issued for: issue date: ( � M drawn III : III NMr veIII by: j scale: M 18" to 24 "MAX ,� �� �•�" � Asl��'LC.ji.w,;���:� COPING ;� ;•, '47 Water line i s `" �'" a'. "'i�r��k'• • ?;,` : • LU ✓'k r C ,> COLOR. 8 CONC. SLAB CONTRAST EMILIANO OROZCO, P.E. #3 @ 7 "E.W. TILE #3 p 7 "E.W, Florida Registration No. 66341 CENTERED CENTERED 817 SW 122 AVE. MIAMI FL. 3334 (786) 715 7125 11" CONC. SLAB —�� sheet n u m b e r #3 ® 7 "E.W. TOP & BOTTOM M — S IMOUT DETAIL SCALE: 1 /2 " =1' -0" s h e e t: 1 of 2