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'(k ° e31r rn R.L. �K Ar....: - tos•- 4we441 Alt! tt 1tt.r'•.*t. t ''' ' ; t ;e: r "'1Gel ht + $Att1 ;`t 1 70'! 1► I t iMr y • t ,t• . �._ 14 C Lo3F T 1v\ A57 E t' D k1�1 CL05E 4 F_ ROOM 42 EXis I!+),4 KESIDENCE - , j PJ UJ L i , Arn4E 7 Project Mr & Mrs Louis de Thomas Residence Renovation 1235 NE 100 STREET. MIAMI SHORES, FL. 2\r 1'- IOW t 41 J � A/ fA c 7 1 - 4 61 1 Q tJE #R 1UION A INS \LL N� > -` I3 /1 L L. Ek TC. ->L4 Kew CAZANFT5 Nr.W 2,(N$e OVEN M1111010101 MU 0 PAN r r) n — — r ' �I W,M.J p�YE! - xrvkve W, M. , 7AE wATEe 4 WASTE 1.!1'11` f �z 2 4 3 /4 ' (vr_tkt FY) FL• R I QA ROOM 1x IL ) Co,N r soFp-IT Rate-ATE o1= 1/AL L5 1 Ke_1461,/E - ,�-- Sheet no. 1.\ 14' Date I, 17.19 94 74 -o' 2 7t f « Revisions by 1 - c R0 Ilii �? 11 '` NtW PAM-M ..- - 14 4 fl i t --- t-- - 2 � !2' - 2 5 /$" ' (to ' 0416 7 1 C)\ e 'e i e-= 17 FLOOR PLAN SCALE , 1 ' 0 ,1 -_ _ U S t f l 4 17 Consultants REMGVf RE PLAc f L`1 Et,Eee r21 our g f . 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JAM b I - -_-� Guar�..EL ,e rEA $F AhT ©�3 U_L s - -- t S ECTIO N L ,z - --- —4 • 8 " 'DIN W/ Mo R IAR PARTITION AND CEILING ON GARAGE. No.25 gauge channel- shaped studs 24" on center with two full - length layers of 5/8" Type "X" gypsum wallboard applied vertically each side. First layer attached with 1" long, No. 6 drywall screws,8" on center around the perimeter and 12" on center on the intermediate stud. Second layer applied with vertical joints offset one stud space from first layer using an approved adhesive. GENERAL NOTES COMPLIANCE: WORKMANSHIP , MATERIAL AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE SOUTH FLORIDA BUILDING CODE, AND APPLICABLE NATIONAL ,STATE, AND LOCAL CODES AND PERTAINING REGULATIONS ESTABLISHED BY RULING AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ALSO MEET OTHER RECOGNIZED STANDARDS AND REQUIREMENTS WHERE SUCH ARE MORE STRINGENS THAN THOSE CITED ABOVE. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE BUILiDING. CONTRACTOR TO INSTALL DOORS AS PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION. T kr FLOR CORONADO MUNOZ ARCHITECT. P.A. 800 Douglcs Entrcncc ° Suitt 374 I Gc oIcs, FL 33134 ° (305) /1°7O89 poU'L 16 en 0.4 LiCd NOT To WI • t y t tfl {�f �- ? '' r:ry , r� c�:', F 1.f' 1.:44 �� ,�.r t <l - -..s .'a t. w , s..z' � Y.: F: 1. • • , . , • . • . • triTY I;. • • ••, • • • ", • 'Ait3 • • .:•. . Co 1 e 2 " ( P.1.4 .4---- - "" ...----'----°----- 4 •I •*II• 1* • •• • .**••,* •-•'- • -■••••-• ;■-■ •-• • ,••••■ •ti, ••• •••••■•••,f, • ses• • . -s. rem • - - 1.) 8r? • - - , 0.0 r:r.- (7..> $4.6.1ft.1..0,..46+4.....• dr"-- r ... ' $ -• ••••••••• • - 13 • • ,t 4 4 0 • Nun: ; { St fr •-• re ti rt fcx,t r 12 rtxt , e 1, • - •-•-••••••- . dAIME MONSEFRRAT , ARCHITECT 9999 N.W. 7TH AVENUE MIAMI, FLORIDA PL 4-0551 ATIEN110 31111,11E1 - W th AVENUE. 1 EA FLOM: ft.: A - 0114EISIOSS • OVEMANiS, CITA, EIC. -- It) BE MitE3 -- mon eiklE&Eki IMES a • El 'Ma IA TIM 1110 /4/ ;i7": i g 4 e: FILTER:' C -1500 CQ521'5ZIDE G TY RE11 3 TILE: 1111TATiQN K `re10NE t.{41-4t (2) 300 GOPN Ifi1TAT!ON KEl'$TONE 66U4h00: E ,EA al 4WD 'f cJ4LokiNArQtt, NQ 1-4A riomt TYPO pF PATf4: K 'T STCNE ° DO6 ` NONE Ektf Rp,i 140 NGty 6 N g i 4k8 t k8 3 3l��5 I�`Rf3 :. 1�J�I ' X17QN 3KETC\—\ 1J is ! 4 or S r' r '�I I LOCAT t CJ �) U 5 . - r 3 U V E' c Lc 4- 3 LOc_ t� I Ct=RTtFSLAriON: 1 tfereby Certify thJt the Survey of the ;roiety distrthed t?2re4rt tt end teCt GD t oe9t thow d4�tidt of J 3 recently 64.111erleif Unfhtt my d`+rixt10 an t thy{ tel @t' urn . � t rMo: t ' fl DONALD W. McINICSIi ASSOCIATES, lNC. 581 N. E. 913f sr. • MIAMI SHORES, O. 33133 Etti D 0 N M I AA t S -1012 ES Vt LL4 G E *DAD COI.) According to Pat . . the Public Reccrds of Dade County, Fla. C.5.70.► jOa :93 -7207 0 'L \0.2.7 ( t - LOCATION SKETCH C o 2 Li ryy / if / /,/ OC GENERAL NOTES 147 ALHAMBRA CIRCLE No. 230 CORAL GABLES, FLORIDA Phone: (305) 444 -7359 THIS IS A BOUNDARY SURVEY 2 p0 . . .f� SCALE '"t 1 00 41 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO N/A DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE LIMITS OF FLOOD ZONE X APPLICABLE ZONING. UNDERGROUND, ZONING AND BUILDING SET BACKS . MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. 0 LEGAL DESCRIPTION:Lot 4,Block 1,GORDON SIHORES,according to the Plat thereof as recorded in Plat Book 45,page 8 of the Public Records of Dade County,Florida. - CERTIFIED TO:Louis and Susana DeThonas,Baron & Cliff,Attorneys' Title insurance hunn.,rnc Steven Lee.Eso. and Kenneth and Evelyn Cutchens DATE :August 24,1993 I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not above - ground encroachments other than those shown. This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 472.027 Florida Statut ---t1CZARO D. ALONSO PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 3590 STATE OF FLORIDA NOT VALID, UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 1 W ow M FG 7r /'i /Jc r 1 'Soo N PLAN OF SURVEY -- . /7,G 4:7 l 2 5,c5 4.1 — r - - - - r — i - 4' 25 7 22, s sfo�y S . / c'� /a/: - /23S < i %%e� /0z7 • } 7.2 0 ■ L� ' / ✓- ?-75 7// n SCALE I n z 2e7' X 1 4 "/ r L U , m Q 2r.> $ cn ` z ci 0\ 0e TOPS 1485( MARK SIZE ( Inch ) ' GLASS AREA CALCULATION TYPE AREA S.F ZONE GC Gc Pi Wind Pressure '<1 Wind Pressure ( 9 Allowable ( coeptanoe No. .4. + - • 4 4 * , , p '„ ° 4 ' - . . : " /10 ' ‘r ,O 3..2 o-6 a ...5-)( 63 1, j , . .41 /.5 51 5 IWO 6-1 8/ c 5,5)(6 VANN/CM. 31)(26 1 eol i • , - • 5 0 . • it GG-1 , Wriallii 'NM . 111111T-Zi ‘ . G7 . 0 , . 75%0 -0.57 •0 • .o6 0 . ., 0 74xsosijranta ,. • , o i 0 „ .o • - . a. • • . . • • • •, ' ' • , •• •-• (if7/ 2 4 4 $4. 03 / Mea, 29j (74x3•9'k Z C. / Aio cf A • X i20/411i (74 X397) , 70.-)e 4 52.0,-56.6 Ac i/o 03-0612.o 6 DO 0 r /. 0 Pr; et. EX./S/ Door 'r 6 n-2,a/4 4 Aj r t e C A 1, E - 1 Zone 4 • Et N ',Ai-I:L. L. q ' 14 rt 4.1-•,-4444-44 A(tullforl 1;4' " ‘,...5A0A-1 G3" Opening Arc No 04-0528• Roi/pio (s6x43") 57. Si^ 56.1 AcM o3-o6/2.04 14-5- Vr # 65 63 Zone 4 51. - (4 AG 46 03.'06/20‘ 1/4 7g HS W■ 1( ( 4 x3 $ e 52.0,- 6 Ac; A4 o3-o6/2.0 /4.00i (bS i'( ‘3) co% zar-, c6- - I. 1 A•c. 03-04•12.oG VP *5 //, a >, 4(1 Sloan 63" Oloenino ill" AcNo 04-osai(.04 Z door to iWeao Poo 1-kpl S..."4 14.4 - ,..1455-)AlkwIlkkv,„„-fter4'11*"-t-41,'--i:44eSlx="t"-tftive' o /ling (315(24) 'ofr 3. 4 Ac.M, 63-0;612.04 • 4 • -0 k ' - 1 /20/ /9/ /2 /-- ROW49 (71) ..% e A c. No 03- 06 12.0 6 • - ■2.q477:7 /Weam AI/ 1-//;j1/12/-‘" ..: ieV / A D F" I? F3 aRe comx "7 A 770/V a a 2,4 le-2. E-2, e z 70, z /sin gr6-- 164.-/ /44/ V.:11‘4%6911. / -ss )( - 05 ')e x 146 l= 46, 1.6,s'.1 (fr 6 ' ' 4 _WLA/130 W37 _ RA C emew 7 ,4 77 Z4//S 0' TN° /WAS RfS/DAWC_F- J.2 3 L /V 1.07 Rfe: r -MM 2t . 37 iQE- EZ. 44 PPRove : A R /1'1 4WD < 5' A R Al1,4 R A c58 /7 srRei AIM/ 41-- A 33 /53 - Pilome. 7e 6 '79238 • .:24.;!•'•••:r .74 • * F>00L_ DAT4 4 E:QUf 1 1''11=NT SIZE 4 DEPTI -4: 13'X38' CAPACITY: 11,268 GALLONS PERIMETER: 106 LP 513 SF PUMP: 1 -1/2 HP FILTER: C -1800 CARTRIDGE QTY RETURNS: 3 TILE: IMITATION KEYSTONE LIGHTS: (2) 300 W COPING: IMITATION KEYSTONE SWIMOUT: IS" X 10' CLEANING LINE: vac 3' TO 6' CHLORINATOR: NONE HEATER: NONE TYPE OF PATIO: IMITATION KEYSTONEDOD: NONE EXIT RAILINGS: NONE SCREEN: NONE POOL FINISH: DIAMOND 15RITE TURNOVER 12 HOURS ( MAXIMUM ) 3.60 4RS MSC: CHILD FENCE SELF CLOSING SELF LOCKING GATE. EXISTING PATIO GA I -10" r 1' -8" L._._ 0 SCIRIF LOT: 4 E3LK: 1 SUEDIVISION: C O1 SHORES FL4T 1300K:4 FCC: 8 PUE3L IC RECORD OPD DE - 0► ION r v CLEANING LIN W/ VAC -LOCK ?) 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 CHILD FENCE MIN, 20" TO WATERS EDGE 21' -6" 4' WALKWAY 49' 13' -6" 38" LONG NC NOTE: HORNER CONSULTING ENGINEERS HAS REVIEWED THE SOIL REPORT PREPARED BY LG ENGINEERING SERVICES DATED OF 9/19/2000 WI -4ICH INDICATES A STANDARD SHALLOW FOUNDATION SYSTEM CAN BE CONSTRUCTED UTILIZING STANDARD POOL DETAILS iF COMPACTED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. 13' -6" F0Ol Fl �4 SCALE: 1/4" = PLANTER (NOTE: EXISTING CHAIN LINK FENCE) REVISED BY: L.C. DATE: 8/28/03 UPDATE TO CODE EXISTING PATIO 1 3 NORTH 18 "X10' -00" SWIMOUT W/ CONTRASTING TILE AT EDGE, x WOOD FENCE \/ SELF CLOSING n SELF LOCKING GATE. n 0I 1 LANDSCAPE SCREEN PER CODE 1 1/2" 2" JOHN M. CARROLL JR PE LICENSE • 41610 • 00 • ic0 QO Z `r' r # CO N w w z_ z w 0 z_ 0 0 w z ec O T N J 0 r a N �N� 0 nj X � L _1 tn 0 _1 O — 111 � tY 1 E COPING TILE 2- CONT. UTATER LINE — cn APPROVED FINISH 6" MIN. II' SLOPE (TYP.) MAX. cn o m 3 MIN. 61 MIN VERTICAL \ 2' -3" SHALLOW END 3' -0" DEEP END CONTRASTING TILE EDGES k PANEL WP GFI 10' TO 20' FROM WATER 48" MIN. POOL DECK (2) 300W LIGHTS W/ LOW WATER CUT OFF DEvtCES 32' INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL 1 ii 2" COVER (CENTER) DOUBLE MAT 0 3 AT 10" O.G. E.W. BOTT. CENTERED TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0" ) N.T.S. IMPORTANT NOTE: No DIVING BOARD AND NO DIVING I5 ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 38' WP MANUAL STARTER SWITCH TO SERVICE SLOPE 5" TOP 4 6" BOTTOM L.U/ •3 AT 10" O.C. EACH WAY. STEELTEX FORM(, KRAFTBOARD OR EQUIV. WATER LINE 1:1 MAXIMUM SLOPE MAIN DRAIN 11' SLOPE LONGITUDINAL POOL SECTION N.T.S. (TYP) MAx. (2) JUNCT. BOXES 12" 12" 18" l t3 ® 12"0.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS 1. 12" MAX. RISER HEIGHT MUSTUNIFORM 2. *2" FROM UNIFORM HEIGHT 3. 240 SQ. IN. MIN AREA OF FIRST STEP ELECTRICAL DIAGRAM SPST TOGGLE SWITCH 1" NON - CORROSIVE COND. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ 0 8 WIRE 6' TC 1 -2P -20 MOTOR/12 AMP I -IP -15 15W LIGHT 5 AMP WIRED TO SPARES IN PANEL (2) 12v TRANS. 3- 12 IN 1/2 COND. NOTE: 1 1/2 HP PUMP MOTOR ALL ELECTRICAL SHALL CONFORM W/ ART. 680 NE.C. PUMP FRAME FILTER TANK MOUNT AND HEATER IF SPECIFIED 1 3/4" x 3/16" TAP CON. REINFORCED CONC. SLAB I i im l m lll III III II�III�II�II�II'I FILTER L PUMP, FILTER AND HEATER ANCHOR POINtS(TYP.) PUMP HEATER NOTES: ANCHOR BOLTS THROUGH BASE (1 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP 4 FILTER HEATER SHO&Lt' AS OPTIONAL (4) 1 I/2" ANGLE BRACKETS (GAS HEATER) (4) 2 1/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 1 3/4" x 3/16" TAP CON AND (4) I/2" SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCHORING 2. THIS SYSTEM 15 A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPMENT OCCUR N.TA. I. THIS SAFETY VACUUM RELIEF SYSTEM I5 A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 45 INCHES OF MERCURY. 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME A112.19.8M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. 6. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 7. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF 30 L.F. 8. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE (2) 90' BENDS IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECT. W/ 0 8 WIRE NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS. POOL I -112• VENT LINE- 2 m 1 -1/2" VENT LINE 3 9,I SAFETY VACUUM RELEASE SYSTEM (SVRS) i WELL POINT r' /A 3' MIN. FROM INSIDE EDGE OF DRAIN TO INSIDE EDGE OF DRAIN HYDROSTATIC vALVE 1 1/2" WELL POINT DETAIL MAIN DRAIN MAIN DRAIN r FILTER LIGHT NICHE DETAIL PRESSURE GAUGE AND AIR RELIEF VALVE PUMP W/ \HAIR 4 LINT STRAINER 4' -0" MIN. 0 W/P J.B. 3/4' PVC CONO. 1 SOLID COPPER BOND WIRE TO TERMINATE ON POOL DECK PREFAB. LIGHT NICHE ANTIVORTEX GRATE TO BE FASTENED WITH SCREWS ROCK BED N.T.S. LEGEND 2 WAY VALVE CHECK VALVE 3 WAY VALVE PIPING SCI- 4EMATIC N.T.S. SELF CLOSING SELF LOCKING GATE. I C� 31 7J 70 J r r NE 100t/el ST. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = 5' TOP OF POOL ELV. 8' BOTTOM OF POOL ELV. = 3' HYDRAULIC HEAD = 2' ALLOWANCE HYDROSTATIC VALVE= - 2.0' NET HYDRAULIC HEAD 0 USE MIN. 6" THICK CONCRETE FLOOR SLAB SC1R LOT: 4 BLK: 1 SUBDIVISION: CORDON S+-10RE PLAT BOOK: 45 PC: E3 PUBLIC RECORD OP: DADS ENGINEERS NOTE: ENGINEER STRONGLY RECOMMENDS CONTRACTOR BUILDS FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT. HCE IS NOT RESPONSIBLE FOR CONSTRUCTION ERRORS RESULTING FROM FAILURE TO COMPLY WITH THIS RECOMMENDATION. CHAIN LINK FENCE M5L MSL MSL 24' -8" NOTE: PROPERTY NOT IN FLOOD ZONE, ELEVATION DATA ESTABLISHED BASED ON DATA PROVIDED BY POOL CONTRACTOR ON SELF CLOSING SELF LOCKING GATE. EQUIPMENT 200 AMP BOX JOHN M.0 L JR P.E. LICENSE • 160 z w ce W w z (.7 z W 0 z J D Z 0 V IIJ z 0 ui J LL LI1 J u Q J LL 0 EL LLJ Z J LL1 O a_ Ln t\ Ln N 0 O r (0 1. M 0 Edql 23 N GENERAL NOTES CODE REQUIREMENTS - Private swimming pool and spas must comply with chapter 424.s Florida Building Code, 2001. Mechanical Requirements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. (4242.3). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be In conformity with ANSI / NSPi 4, 1992 "Standard for above ground / on ground residential pools± and NSPI -5," Standard for residential swimming pools± published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME 4112.19.8M, "Suction Fittings for Use in Swimming Pools, Spas, Not Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa if the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multiple suction inlets which can be isolated by valves, then each suction inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" grate or larger, or other approved means. In addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System 2. Approved Vent Piping 3. Other Approved Devices or Means Suction Inlet Per Pump: A minimum of two suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planes± i.e., on the bottom and one on the vertical wall, or one each on two separate vertic-al walls. The suction inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fittings) shall be located in an accessible position at least 6 inches and not greater than 12 inches below the minimum operating water level or as an attachment to the skimmer(s). Valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. Valves located under concrete slabs shall be set in a It having a least dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure test of not less than 35 psi for 15 minutes. Per manufacture recommendations, no air test shall be approved for PVC and fittings. Sec. 4242.12.1 Pressure tests. Water i- leating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of' a recognized testing agency, and shall Include a consideration of combustion air, venting and gas supply requirements for water heaters Sec.424.2.14.1. It must contain a thermostatic or high- pressure control switch so the pool water does not exceed 104 degrees F. Sec. 4242.14.4 water heating equipment shall be installed with flanges or union connections adjacent to the heater. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas, Sec. 242.15 Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 424.2,11,1 through 4242.11.3 Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, stairs or underwater benches / sw out in the deep end. Filters - The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or less. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the specific application. Sec. 424.2.13.2 Joints and connections, FBC plumbing Sec. e00521, purple primer required on PVC piping. Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fraction thereof. 1- 4ydrostatic Relief Device - In areas of anticipated water table an approved hydrostatic relief device shall be installed. Exception 1s plastic liner pools. Concrete / Steel - All floors 4 walla of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.TJ"f. 615 grade 40. Soil Statement - Based upon rational analysis, the soil in this area has a 1500 psi sage bearing capacity after excavation and compaction. Should any muck marl, or other organic soils be discovered on excavation. They should be removed fn their entirety. This pool requires 1500 par bearing capacity. Pool Staking - This design engineer assumes no responsibility for pool construction in easements or required setback areas. Plot plans not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor shalI verify all dimensions in the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. Min. clearance dimensions shall be held as required by the local regulatory agency. In general, hold a distance of 10 feet from overhead electric lines to open pool water. Existing Structures - The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility for the safety of existing structures. Backffll - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Backffll shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90 % of the soils maximum density. A professional engineer will develop soil placement. UJarning - To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be eliminated to prevent the pool from floating upward. The owner must consult a pool contractor or pool repair contractor experienced in eliminating uplift pressures. FBC -2001 Sec. 4242.9 water supply, local ord. "283 -9, backflow required on water service. Diving - No diving board and no diving is allowed on any pool less than S'0" deep and specifically designed for diving. This pool is not designed for diving unless specifically stated on the site plan. 1 - lorner Plans - This plan remains the property of Norner Consulting Engineers, Inc. It is not transferable from one contractor to another with out written permission of 1- Corner Consulting Engineers, inc. JOHN M. CARROLL JR. PE. LICENSE • 41610 U Z w w z N J 0O m cl ii- SO X c os o ti l a� 23 N w co CO m w J LL. w J 1-- LLJ Z_ J W 0 0- r` u7 0 CO N 10 Z LL 4 Q• N r- 4 o• 0 z w Z O 0