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1240 NE 100 St (14)
SS SURFACE AREA (SO. FT.) 655 T05 VOLUME (GALLONS) 21,000 0.2 TURNOVER (HOURS) 5.5 22 PERIMETER (FEET) 115 DECK SURFACE AREA (SG. FT) ci41 O � z z SKIMMER -TYP OF 2- 16" DEEP // 4' -0" DEEP x 6' -0" BEACH POOL. WITH CONTRASTING TILE AT EDGE SPA 2S' -O" 6 300Y1 LIGHT -TYP OF 2- \ 1 6 DATA 35' -6" POOL. STEPS WITH CONTRASTING TILE AT EDGE 4' -O" DEEP CONCRETE DECK 'EGO-'RAIN 55' 0" VACUUM POOL PLAN I/4 " =I' -O" 9 1 11 ANTI - VORTEX -TYP OF 4- MAINDRAIN �—I .. 5' -0" DEEP \I/ 2S' -0" EXISTING RES I DENSE 43" HIGH KIDDIE FENCE BARRIER WITH FIXED POST ANCHORED ON DECK NO LESS THAN 20" FROM WATER'S EDGE COMPLETELY SURROUNDING THE POOL. AS PER F.B.G. SECTION 424. WATER INLET 2' -O 2' -0" in 4' H CH. L. FENCE W/SELF LATCHING /CLOSING GATES - TYPICAL- U.G. FI FCTRIC ELECTRIC M1=�R POOL EQUIPMENT LEGAL DESCRIPTION LOT 5, BLOCK I, OF EARLTON SHORES, PLAT BOOK 43, PAGE SO, MIAMI -DADE COUNTY, FLORIDA. SEPTIG TANK AREA N 55.0' 5' U.E. 10.0' - 75.00' N.E. 100th STREET SITE PLAN 1 " =30' r crJ O WATER METER ELECTRIC PANEL 250 A Victor Reeve P.17. P.E. No 12324 VICTOR REEVE P.E. 5415 S.W. 131 AVENUE MIAMI, FLORIDA. (505)552-017 JOB No: 03MG07 DATE : 07 -28 -03 BY: MSG POOL FOR RUS I N RES I DENGf 1240 N.E. IOOth STREET MIAMI SHORES, FLORIDA MIAMI CUSTOM POOLS 5 33 SURFACE AREA (SO. FT) 600 - 705 VOLUME (GALLONS) 19,240 0.2 TURNOVER (HOURS) 5.3 22 PERIMETER (FEET) 130 DECK SURFACE AREA (SG. FT.) 920 N w z 1 4 1- 2 -6 N s SKIMMER -TYP OF 2- 4' -D" DEEP I BENCH H '� CONTRASTING TILE AT EDGE 5' 0" 6,� 6 FLAN QRI NO DETA 500W LIGHT -TYP OF 2- I FOOL FLAN 1/4 " =1' -O" NT5 NOTE: SHORING OF POOL EXCAVATION IS NECESSARY ONLY UNDER SOFT SOIL CONDITIONS. EXCAVATIONS REVEALING LIMEROGK DO NOT REQUIRE SHORING. STEPS WITH CONTRAST NG TILE AT EDGE 24" 32' -0" CONCRETE DECK 4' -0" DEEP I" PLYWOOD 2" X 4" BRACING 4" X 4" P.T. 48" D.G. i #3'S 6" G/G E.W. AT ANY POOL WALL CLOSER THAN 5' -0" TO ANY HOUSE WALL OR STRUCTURAL COLUMN / /12" /12 ' / / /12 WALL 8 SLAB OF EXIST. HOUSE z E SOFT SAND SIDE •- 5' -D " -- OR LESS SECTION VACUUM I" PLYWOOD 6" DIAMETER AUGER HOLES ANTI - VORTEX MAINDRAIN 4' -I l" DEEP 2" x 4" BRACING 4 1/3 POINTS AS SHOWN WATER I NLET -TYP OF 4- 2 -6 /,7 SPA 4" x 4" P.T. POST 48" O.G. TYP. PARALLEL W/ HOUSE E X I S T I N G R E S I D E N G E REVISION DATA POOL AS PER BLDG. d ZONING DPMNT, 01 -18 -05 \Victor Reeve P.E, P.E. No 12324 JOB No: 05•G07 POOL REQUIREMENTS: $ELF-CLOSING/ SELF- LOCKING o GATES REQUIRED FENCE: 4' HIGH (MIN.) 1 AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE C OWNER'S PROPE 7 0 EXISTING 4' H GH. L. FENCE U.G. ELEGTRIG ELEGTRI G METER POQL EQUIPMENT NEW 4' H CH. L. FENCE W/SELF LATCHING /CLOSING GATES VICTOR REEVE F.E. 5415 S.W. 131 AVENUE MIAMI, FLORIDA. (305)552 -817 DATE 07 -28 -05 48" HIGH KIDDIE FENCE BARRIER WITH FIXED POST ANCHORED ON DECK NO LESS THAN 20" FROM WATER'S EDGE COMPLETELY SURROUNDING THE POOL. AS PER F.B.G. SECTION 424, N LEGAL DESCRIPTION LOT 5, BLOCK I, OF EARLTON SHORES, PLAT BOOK 45, PAGE 80, MIAMI -DARE COUNTY, FLORIDA. NEW U 4' H OH. L. FENCE 12.x' 50.0' lo.o N BY. MSG SEPTIC TANK AREA POOL EXISTING REST DENGE NO. 1240 POOL DECK 75.00' N.E. 100th STREET SITE FLAN I " = 30' • • • - : - POOL FOR RU RESIDENCE 1240 N.E. IOOth STREET MIAPiI SHORE`'), FLORIDA MIAMI GI_ISTO1'1 POOLS X STING NG 4' H GH. L. FENCE NEW 4' H GH. L. FENCE kV/SELF LATCHING /CLOSING GATES ELECTRIC PANEL 250 A (A) WATER LEVEL: 8.0 FEET MSL..' (B) POOL DEPTH: 5.0 FEET ✓ (C) FLOOD CRITERIA: 8.0 FEET MSL' (D) POOL BOTTOM ELEVATION (A -B) 3.0 FEET MSL (E) UP -LIFT HEAD (C-D) 5.0 FEET (F) HYDROSTATIC VALVE: -2.0 FEET (G) BOTTOM AND WALL SLABS: -2.5 FEET TOTAL. ADJUSTED HEAD (E +F+G): 0.5 FEET GENERAL NOTES: I. -ALL POOL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE BUILDING CODE AND REQUIREMENTS. 2.- CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES FROM DAMAGE AND /OR FAILURE BY ANY ACCEPTABLE METHOD, AS REQUIRED. 3 -THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SAFETY OR ADEQUACY OF ANY EXISTING STRUCTURE. 4. -THE DESIGNER 15 NOT RESPONSIBLE FOR THE POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR/ OWNER SHALL VERIFY THE LAYOUT OF TT-IE POOL AND ITS DIMENSIONS PRIOR TO CONSTRUCTION. 5.-THE OWNER SHALL CONSULT WITH AN EXPERIENCED POOL CONTRACTOR PRIOR TO THE DRAINING OF THE POOL. SINGE DRAINING THE POOL WiTHGUT ELIMINATING THE HYDROSTATIC UPLIFT PRESSURE, MAY CAUSE SERIOUS DAMAGE TO THE POOL STRUCTURE. 6. -ALL METALLIC COMPONENTS, FIXTURES, EQUIPMENT AND REINFORCING STEEL SHALL. 8E BONDED TOGETHER AND GROUNDED TO A COMMON GROUND. 1 -WATER SUPPLY AND DISPOSAL LINES SHALL BE INSTALLED 50 THAT THEY DO NOT HAVE A GROSS CONNECTION WITH ANY EXISTING DOMESTIC WATER SUPPLY OR DISPOSAL SYSTEMS. 8: NO DIVING BOARD OR DIVING SHALL BE ALLOWED ON ANY POOL WITH A DEPTH OF LESS THAN 8 FEET. THIS POOL IS NOT DESIGNED FOR DIVING. 9. -BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. 10.-POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW NON THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4' -0" CENTERS WITH GLEV15 HANGERS. II.- ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 12 -ALL SUCTION PIPING SHALL SE 2" DIAMETER AND ALL PRESSURE PIPING 1 I/2" DIAMETER UNLESS OTHERWISE NOTED. 13. -POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 5004.3 OF THE SOUTH FLORIDA BUILDING CODE. I4.-ALL POOL EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO TO STATE AND LOCAL CODES. 15 -ANTI VORTEX MAIN DRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 16. -A 12 "x12" MAIN DRAIN GRATE MAY BE SUBSTITUTED FOR ANTI VORTEX TYPE. 11 -ALL POOL ELECTRICAL WORK SHALL BE ACGOMPLICIICD IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. I8. -ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 19 -NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'-0" OF POOL'S WATER EDGE. 20- SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL SE SUBMITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 21 -THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES IN RELATION TO THE POOL AND ITS EQUIPMENT AND SHALL INSURE MINIMUM CLEARANCE REQUIREMENTS IN ACCORDANCE WITH THE LOCAL 22.- CONTRACTOR SHALL ENSURE THAT ALL METALLIC POOL FITTINGS WITHIN FIVE (5) FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL WITH A * 5 AWG COPPER WIRE. BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED i APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.11.1- 42"1.2.11.10, LATEST EDITION. WARNING SIGNS 1- A PERMANENT SAFETY WARNING SIGN SHALL Be PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APPENDIX F ANS/NSP -5 -95. 2.- THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: " THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND OR CARDIOPULMONARY RESUSCITATION (CPR)". SAFETY FEATURE REQUIREMENT (FL. STATUTE 515.21 4 515.29) IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, THE SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 1- POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER OR 2.- ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MIN. SOUND PRESSURE RATING OF 85 dB A AT 10 FT; OR 3.- ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE AND WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 IN. ABOVE THE FLOOR; OR 4.- THE POOL SHALL BE ISOLATED FROM ACCESS TO A HOME SY AN ENCLOSURE THAT MEETS THE FOLLOWING POOL BARRIER REQUIREMENTS: a. BARRIER TO BE A MINIMUM OF 4 FT. HIGH ON THE OUTSIDE; b. BARRIER SHALL NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT WILL ALLOW A CHILD ACCESS TO THE POOL. d. BARRIER SHALL BE PLACED A MINIMUM OF 20 IN. FROM WATERS EDGE. a- ALL GATES PROVIDING ACCESS TO THE SWIMMING POOL SHALL OPEN OUTWARDS AWAY FROM THE POOL AND SHALL BE SELF CLOSING AND SHALL BE EQUIPPED WITH A SELF LATCHING DEVICE, THE RELEASE MECHANISM OF WHICH SHALL SE LOCATED ON THE POOL SIDE OF THE GATE; >'. BARRIER SHALL NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR OBJECT TO BE USED FOR CLIMBING THE BARRIER g- WALL OF A DWELLING MAY SERVE AS A PART OF BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. 5 RISERS ® 10° EA. OPTIONAL 2" TILE OF CONTRASTING COLOR * *SEE HYDROSTAT!C UPLIFT MAX. I :1 SLOPE J 6" SHOTCRETE WALLS REINFORCED WITH 3 BARS AT 10" O.G. J 9 " THICK SHOTCRETE FLOOR SLAB REINFORCED WITH #3 BARS AT10 " O.G. I I/2" PIPE VENT LINE [ STATIC POOL W.L. VENT LINE PIPE SHOULD BE LOCATED OUT OP DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD ANTI icNTRAPMENT VENT LINE 12" 12" WATER LINE 12" NOTE: STEP STEEL NOT REQUIRED 18" STEPS DETAIL POOL SECTION DECK NOTE: DETAILS ARE NOT TO SCALE ANTI VORTEX MAIN DRAIN SLAB SECTION I I/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED HYDROSTAT10 UPLIFT 1 1 1_ Ili- I *5 BAR CONTINUOUS 4" CONCRETE SLAB 6 x 6 10 /10 W.M.R. SUGTION LINE CONCRETE BASKET (MIN. 15 SO. IN.) SPILL OUT ADJUSTABLE LID POOL 2" AIR LINE ANTI VORTEX MAINDRAIN 11/2" SPA RETURN 11/2" POOL RETURN I I/2" SPA ..JETS 2" SKIMMER 2 1/2" SPA DRAIN 2" VACUUM 2 1/2" MAIN DRAIN AIR RELIEF VALVE CARTRIDGE FILTER 1'75 SO. FT. SPA SECTION SPA / POOL PIPING ISOMETRIC ` r yy e III -111 -rte 11510 ii. WM f WI ' — SKIMMER WEIR WATER LEVEL I I " 16" BENCH SEAT 6" THICK SHOTGRETE SPA FLOOR 4 WALLS REINFORCED W/#3 BARS ® 1 CENTERS 1.0 HP AIR BLOWER 1 1/2" WASTE POOL COPING =III =1 1 = 111 = I COPING 5.0 HP HEAT PUMP 2 HP PUMP WITH HAIR AND LINT STRAINER 24" 2" TILE STRIP OF CONTRASTING COLOR THERAPY SEAT 4,° -1 �V1 for Reeve P.E / P.E. No 12324 VICTOR REEVE P.E. 5415 S.W. 131 AVENUE MIAMI, FLORIDA. (305)552 -81 JOB No: 05MG01 DATE : O1 -2S -05 BY: MSG POOL FOR RU3 I N RES I DENGE 1240 N.E. IOOth STREET MIAMI SHORES, FLORIDA MIAMI CUSTOM POOLS 2 3 ( EXISTING % 7 i 1.. A , FAN 250A' MLO DESCRIPTION LOAD(WATTS) GENERAL LT5. 2,500 5.F. x 3 W/S.F.= 1,500 KITCHEN APPLIANCES 3,000 REFRIGERATOR 1,000 RANGE 12,000 D ISHWASHER 1,200 GARBAGE DISPOSAL 1,000 WASHER 1,500 DRYER 5,000 WATER HEATER 4,500 TOTAL = 36,100 FIRST 10 KW @ 100% 10,000 26,100 ® 40% 10,680 A/G ® 100% 20,000 TOTAL = 40,680 POOL LIGHTING @ 100% 100 POOL PUMP ® 100% 2,100 POOL BLOWER @ 100% 1,100 HEAT PUMP @ 100% 10,000 TOTAL = 15,500 GRAND TOTAL = 56,180 ELEGTRIG ©A POOL LIGHT SWITCH © GPI RECEPTACLE ©POOL PUMP ()JUNCTION BOX $ PUMP SWITCH ()TRANSFORMER ®JUNCTION BOX WATER LINE • • • SEAL NICHE LEGEND ()TIME CLOCK O HEAT PUMP 0 BLOWER 3 * 12 1/2" G 20A BKR. SEAL CONDUIT i EXISTING SERVICE TO REMAIN - �4 3 # 350 MSM THW (GU) - 2 1/2" 10' MIN. 20' MAX. (2) 5/8 " x 10 FT. COPPERGLAW GROUND ROD POOL PUMP I" NON METALIG CONDUIT TO JUNCTION BOX EXISTING METER i 0 300 WATTS- 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE - TYPICAL OF 2- 6 FT MIN '1 RISER 17IAGRAM 3 # 12 1 /2 "G 20A BKR. 1 #2(GU) 1 /2 "G. PANEL 0 BLOWER EXISTING PANEL 0 EXISTING GNP (METAL) -3 # 12 1/2" G 20A SKR. 0 3 # 12 I/2" C 20A BKR. 2 #6 I # I0GRD 3/4" G 60A SKR. HEAT PUMP ELECTRIC r,IAGRAM IO0W - 12V SPA LIGHT w z / N / / /\ 1 °) 1 I �' 1 1,1 I \ \ Victor Reeve PE . P.E. No 12324 TOTAL = 51,436 WATTS /240 VOLTS = 234.08 AMPS 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELEGTRIG CODE AND ALL APPLICABLE LOCAL GODES. 2. CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOADS. 3. VERIFY EXISTING G I RGU I T NUMBERS AND ADJUST AS REQUIRED VICTOR REEVE P.E. 5415 S.W. 151 AVENUE MIAMI, FLORIDA. (305)552 -8111 JOB No: OSMGO DATE : 0 -28 -05 BY: MSG POOL FOR RUBIN RESIDENCE 1240 N.E. IOOth STREET MIAMI SHORES, FLORIDA MIAMI CUSTOM POOLS _ , II II ►�; , /3 ,G /7t III ti h .._ ; , ...-f L. _. 5 J. B. F..__D CO. 1712 S. W. 1st Street MIAMI 35, FLORIDA Telephones: 9 -3508 82 -0027 LOCATION PLAN Seale: 1t'- 150 Ft. LOT DETAIL 3oale: 1 "- 20'4. Survey of Lot 5, Block 1 o EARLETON`SHORE3 ORDER NO. 8022 /-Y-41_ /0o rst I HERESY CERTIFY that the attached sketch represents a survey made under my direction and is ?due and correct to the best of rr� �nowl -d a _ d elref f There are _.,evioa, ; ` YLas ah ' IN R *p1STERED LAND URVEYORS 627 -+ STATE OF FLORIDA ST According to the Plat thereof as recorded in Plat Book Public Records of Dade County, Florida. For W. L. Pierce Date F. B. 94 -46 /d e) 75 .0 Sept. 9 ' 1953 4, 3 0 '4 1 43 , at Fade 80 E c,S.B cy r ‘ ... � � I O knt n * b., 7 It / yi'.,•, a 3 3 r J. B. F..__D CO. 1712 S. W. 1st Street MIAMI 35, FLORIDA Telephones: 9 -3508 82 -0027 LOCATION PLAN Seale: 1t'- 150 Ft. LOT DETAIL 3oale: 1 "- 20'4. Survey of Lot 5, Block 1 o EARLETON`SHORE3 ORDER NO. 8022 /-Y-41_ /0o rst I HERESY CERTIFY that the attached sketch represents a survey made under my direction and is ?due and correct to the best of rr� �nowl -d a _ d elref f There are _.,evioa, ; ` YLas ah ' IN R *p1STERED LAND URVEYORS 627 -+ STATE OF FLORIDA ST According to the Plat thereof as recorded in Plat Book Public Records of Dade County, Florida. For W. L. Pierce Date F. B. 94 -46 /d e) 75 .0 Sept. 9 ' 1953 4, 3 0 '4 1 43 , at Fade 80 ape -PR -1 %H° Pitc' , T e•"‘P'.', ' PQ 00,1 NT; A1/4-r: ZOt1N Q LaV (,P co,S, wt.( J - crI t , L o'F , T _4A+ ±: : T?i r'{ R� ` `� • l �'�"t -� � 11i_(� r ±, :1:± ,. •S Q.Yi . ; 7 ` - j ! t • t ?.. C(n ., •A' . J i . f'Ar4 'J' . � S*t.( A\Q'J 4 p .