Loading...
11-1264-001POOL 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 4000 p.s.l. B) -All piping, materials and equipments used in the plumbing system of swimming pools shall conform to the Florida Building Code 2009 edition "Plumbing" and Florida Building Code 2009 edition "Residential ", Chapter 41 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 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 work. 1) -All pool screened enclosures and fences shall conform to the barrier requirements of Florida Building Code 2009 edition "Residential ", Chapter 41, Section R4101.17 and Florida Building Code 2009 edition "Building ", Chapter 4, Section 424.2.17 for residential (private) swimming pools or with the barrier requirements of Section 8134 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 soil away from the pool. 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 pool design company or EXIST. 6 WOOD FENCE 77 91.00' / /-` DTI — 7A 27 N = ' 11 SWIMMING 22' -O" 3-1 -6 00 POOL EQUIPMENT POOL DECK r -� EXIST. GONG. EXIST. 4' C.LPENCE TERRAE W/5ELF CLOSING d LATCHING GATE W/LOCKING DEvIGE l� EXIST. ONE 54" ABOVE FIN15H O I' STORY G.B.S GRADE ELEVATION F.F.ELEV.= 10.60' x � dJ r M EXIST. 4' C.L.FENCE W/5ELF GL051NG 4 LATCHING GATE W/LOCKING DEVICE 11 54" ABOVE FIN15H O GRADE ELEVATION 1__ pool repair contractor. Hydrostatic uplift pressures must be eliminated to prevent pool from floating above ground, and Y 0 0 m ELECTRIC causing damage to the structural integrity of the pool. 200 A METER M) - Filter backwash shall comply with the Florida Building Code 2009 edition, "Residential ", Chapter 41, and Section "Filters" "Building ", "Filters" PORCH HOUSE LLJ R4101.20 and Florida Building Code 2009 edition, Chapter 4, Section 424.1.6.5.5. PANEL UNDERGROUND N) -Pool Waste Water Disposal shall comply with Florida Building Code 2009 edition, "Building ", Chapter 4, Section 1 I POWER 5ERVICE 424.2. 10 "Waste Water Disposal ". Z ,v,' x�u 0) -The gas piping system will be design by the gas company serving In the area of this project and shall be comply with SIN II (M I NG X \ p 6�70 :: /m DEEP the Florida Building Code 2009 edition "Fuel Gas" in accordance with the manufactures recommendations. M P) - Electrical Wiring and equipment shall comply with the Florida Building Code 2009 edition, Chapter 27 "Electrical ". / Q) - Install wiring and devices as Indicated in pool data shall furnished electrical service at existing entry. Install disconnect Ww 'POOL 5AFETY COVER TO 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 01 \ 3 COMPLY WITH A5TM fixture housing, metal parts of ladders, and their supports, shall be bounded together and grounded to a common U F1546 -q1 A5 OUTLINED INx ground. Bounding conductors shall not be smaller than #8 copper. No overhead open wire over pool water. Receptacles 17.5.0. 5EC TION 424.2.1 -1 to be located minimum 10' of edge of water. WATER 91.00 R) -Pool light to be grounded to common bonding grid consisting of (1) #8 continuous copper wire looped around pool METER 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 SW (55 STREET V) - - Swimouts shall comply with the Florida Building Code 2009 edition, "Residential ", Chapter 41, Section R4101.18 and — — with Florida Building Code 2009 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 2009 edition, "Residential ", Chapter 41 and Florida Building Code 2009 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. -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, 2009 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 SITE FLAN III ," 201-011 for any inaccuracies in the locations shown. SITE DESCRIPTION : POOL SPECIFICATION LOT 3 , BLOCK 2 OF "MERI ON PARK MANOR 5U5DIVI510N ", ACCORDING TO THE PLAT THEREOF, AS Pool Size (FT): 1' x 34' RECORDED IN PLAT BOOK 60, PAGE 42 OF THE PUBLIC 5 RECORDS OF MIAMI -DADE COUNTY, FLORIDA. Deep End (FT): 6' Shallow End (FT): 5' Pool Area(SF): 448 5F SOIL STATEMENT Pool Perimeter(LF):Q4 LF IN ORDER TO CONSTRUCT THE SWIMMING POOL IN QUESTION, AND AFTER INSPECTING THE GROUND SURFACE, I OBSERVED A SILTY AND Pool Volume (GAL): 15,120 GAL CLAYEY GRAVEL TYPE OF SOIL WITH A DESIGN - BEARING CAPACITY OF Turnover Rate(HR): 2.65 HR 2000 PSF. AFTER GROUND HAS BEEN BROKEN 1 WILL CONFIRM THAT THIS Interior Finish: DIAMOND BRITS IS THE CASE THROUGH THE SUBMITTAL OF ANOTHER LETTER SHOULD THE INSPECTOR REQUEST IT. SUCH LETTER WILL ATTEST THAT SOIL Waterline Tile: 6" CONDITIONS ARE SIMILAR TO THE ONES DESCRIBED IN TABLE 1804.2 OF Coping: B/NOSE THE FLORIDA BUILDING CODE: BUILDING CHAPTER. BASICALLY THIS IS A Pump ize (HP): 2 HP SOIL PRESENTING MATERIALS SUCH AS SAND, SILTY SAND, CLAYEY p SL. Filter System 4 5ize:150 517 CARTRIDGE AND, SILTY GRAVEL AND CLAYEY GRAVE Inlets: 5 WALL Moindroins: 2 2" Vacuum Line w/ Safety Lock:ONE 100% LOT COVERAGE = 10,055 S.F Skimmer: ONE ACTUAL LANDSCAPE COVERAGE _ Light: 54 W, 12 V, LED 6,110 S.F = 66.5 % Patio Finish 4 Size: 620 5F PAVER DECK ACTUAL BUILDING AND POOL COVERAGE= Deck Drains (LF): NONE 3318 5.17 = 33.4 % Others Items: I. SALT SYSTEM 2. (1) BUBBLE JET 5AFETY BARRIER REQUIREMENTS : THE CLIENT HAS THE OPTION OF SELECT ONE OF THE FOLLOWING SAFETY BARRIER: I- BABY FENCE 2- SAFETY NET 3- ALARM SYSTEM THE ALL SAFETY BARRIER SHALL CONFORM TO THE BARRIER REQUIREMENT5 OF FLORIDA BUILDING CODE 2001 EDITION "RESIDENTIAL ", CHAPTER 41, SECTION R4101.11 AND FLORIDA BUILDING CODE 2009 EDITION "BUILDING", CHAPTER 4, SECTION POOL EQUIP. FREESTANDING G.F.C.I. OUTLET SHALL BE LOCATED NOT OL05ER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. PRE -CAST GONG. COPING OR ALTERNATE 8/INTERLOCKIN6 PAVERS COPING ON COMPACTED SAND water Iine� INSTALLED 12" TO 24" BELOW WATER LEVEL 6" (RETURN F I TTI NG5 ) SHALL BE 6" MIN. 5HOTCRETE FLOOR $ WALL,, WELL COMPATED FILL 5 o 10" EA. WAY 51DE 4 BOTT. TYPICAL. TYPICAL WALL SECTION SCALE: I/2 "= I' -O" l/ O IN O o m O / 1' -0" , 1' -0" #5 910 "0 /G TYPICAL TANNING LEDGE -STEPS DETAIL SCALE: 1/2' I' -O" t i e 7 181' to 24 "MAX COPING water lin i COLOR CONTRAST TILE #3 X10 "O /G (OPT I NAL) TYPICAL 5W I MOUT DETA I SCALE: 36" SHEER 24" SHEER DESCENT 24" SHEER DE50ENT DESCENT e 4' -O" 4' -0" - - � { s if I WATER WATER LEVEL LEVEL &'L. x 6" H. RAISED WALL W124" SHEER DE50ENT CHILD SAFETY FENCE (BY OTHERS) PERMANENT ANCHORED P05T W/5ELF GL051NG 4 LATCHING GATE W/ LOOKING DEVICE 54" ABOVE FIN15H GRADE ELEVATION AS PER SECTION 424.2.17.1.2 FBG EXISTING GONG. SLAB THAT HARDWIRED POOL ALARM5 BE INSTALLED ON ALL WINDOWS AND DOOR5 TO INCLUDE ALL OPENINC75 THAT ARE PART OF THE REQUIRED BARRIER PER FBG SECTION 424.2 EX I ST I NO RESIDENCE a REAR !NALL ELEVATION �/X TANN I �LEDC /0" /\� / N rt, < \ POOL DEGK -x-10.10. (TAVERS ON SAND DEC,< ) POOL LA)'OUT PLAN 1/411=11-011 I d) CITY OF SOUTH MIAMI BUILDING DEPT. STRUCT RA SECTION f . .D Lo O • o c a P` =p• M � M VI % _ � J V a w o � � O 2 o a. PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL.INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. �. • Y 0 0 m Li; Z 0 a � Z 0 ",_ 12 H,. RAISED F ' LLJ /DESCENT '��. Z ,v,' x�u SIN II (M I NG X \ p 6�70 :: /m DEEP M Q J J Ww 'POOL 5AFETY COVER TO COMPLY WITH A5TM i U F1546 -q1 A5 OUTLINED INx 17.5.0. 5EC TION 424.2.1 -1 CHILD SAFETY FENCE (BY OTHERS) PERMANENT ANCHORED P05T W/5ELF GL051NG 4 LATCHING GATE W/ LOOKING DEVICE 54" ABOVE FIN15H GRADE ELEVATION AS PER SECTION 424.2.17.1.2 FBG EXISTING GONG. SLAB THAT HARDWIRED POOL ALARM5 BE INSTALLED ON ALL WINDOWS AND DOOR5 TO INCLUDE ALL OPENINC75 THAT ARE PART OF THE REQUIRED BARRIER PER FBG SECTION 424.2 EX I ST I NO RESIDENCE a REAR !NALL ELEVATION �/X TANN I �LEDC /0" /\� / N rt, < \ POOL DEGK -x-10.10. (TAVERS ON SAND DEC,< ) POOL LA)'OUT PLAN 1/411=11-011 I d) CITY OF SOUTH MIAMI BUILDING DEPT. STRUCT RA SECTION f . .D Lo O • o c a P` =p• M � M VI % _ � J V a w o � � O 2 o a. PROL POOL,INC© COPYRIGHT THIS DRAWING IS THE PROPERTY OF PROL POOL.INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ENGINEERS OF RECORD. �. • Y 0 0 m Li; Z 0 a � Z 0 ",_ LLJ Z m- M w M Q J J Ww i U Z LU Z5 O O W N —J 02 r- N Q N L to 10 L0 � N w o � 6; o S Wto >` o �o 41 w w Ir a a O 0 project number: s h e e t t i t l e SITE PLAN & LAYOUT PLAN r e v i s i o n s issued for: issue date: II -10 -II drawn by: approved by: scale: AS INDICr�4►•••••,,. rq . 'fir. •r I' •+ u UJ cc EMILIANO 6RO ,I'' Florida RegistratiorfIAlp," ¢P a�' i 817 SW 122 AVE. MIAMI FL. 33184 (786) 715 7125 s e e t number S P - I s h e e t: I of 2