07-342-001EX16T'G 4'N wIRE FENCE► L _ _ _ _ I EXIST'G 6'H 1.=0 FENCE
4 METER
a�GARAGE I I
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SELF LATCHI CG�ITRAG10f2 t0 I I 1"j I--OHILQ aA.RIkF.R TO COMPLY
GATES VEPFY Op) FIELD I WITH FSC 2004 SECTION
I R4101.11.1 TO 84101.17;3
20" MW AWAY FROM LUATER ec*r:.
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1, SUJIMMNG POOL TO COMPLY WITH CHAPTER 41 OF FLORIDA BUILDING CODE 2004 AND LOCAL
LOTS 9 414, BLOCK 3, ' ,AMENDI~D PLAT OF $EAViEW PARK'
ORDINANCES AND ZONING REGULATIONS,
11' A6PHALT PAVEi'IENT
2• REiNFORCING BARS TO 0E NEW BILLET' GRADE CONFORMING TO ASTMA-615, C=RAKE 60
20' C3ATEEv�
AD LiNE
4. ALL POOL PIPING TO BE PVC SCHEDULE 4P,J AND BEAR THE NFS APPROVAL,
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6. WATER SUPPLY ANP DISPOSAL SHALL BE INSTALLED iN A WAY 60 THAT THERE 10 NOT CROSS
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' 51TE, FLAN 111* 201-011
LEGAL D56C1 IFTION:
WATER
1, SUJIMMNG POOL TO COMPLY WITH CHAPTER 41 OF FLORIDA BUILDING CODE 2004 AND LOCAL
LOTS 9 414, BLOCK 3, ' ,AMENDI~D PLAT OF $EAViEW PARK'
ORDINANCES AND ZONING REGULATIONS,
I
2• REiNFORCING BARS TO 0E NEW BILLET' GRADE CONFORMING TO ASTMA-615, C=RAKE 60
3. POOL BUILDER TO FOLLOW FLOTATION ANALY615 AS INDICATED,
BOOK 11, PAGE 8O, OF THE PUBLIC RECORDS OF MIAMi-OADE
4. ALL POOL PIPING TO BE PVC SCHEDULE 4P,J AND BEAR THE NFS APPROVAL,
COUNTY FLORIDA
I
'I
6. WATER SUPPLY ANP DISPOSAL SHALL BE INSTALLED iN A WAY 60 THAT THERE 10 NOT CROSS
INFORMATION FOR SITE PLAN AND FLOOD CRITERIA WAS TAKEN
E.P , .PANEL
8 A
FROM DAVID CABARROCAS Arch. and ENRiQUE POUSADA SURREY
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3, NO OVERHEAD OPEN WIRE OVER POOL WATER NOT RECEPTACLES WITHIN 10' OF WATER
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TANK
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GRAVEL
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' 51TE, FLAN 111* 201-011
LEGAL D56C1 IFTION:
POOIi GENERAL NOTE$,
1, SUJIMMNG POOL TO COMPLY WITH CHAPTER 41 OF FLORIDA BUILDING CODE 2004 AND LOCAL
LOTS 9 414, BLOCK 3, ' ,AMENDI~D PLAT OF $EAViEW PARK'
ORDINANCES AND ZONING REGULATIONS,
ACCORDING TO THE PLAT THEREOF AS RECORDED iN PLAT
2• REiNFORCING BARS TO 0E NEW BILLET' GRADE CONFORMING TO ASTMA-615, C=RAKE 60
3. POOL BUILDER TO FOLLOW FLOTATION ANALY615 AS INDICATED,
BOOK 11, PAGE 8O, OF THE PUBLIC RECORDS OF MIAMi-OADE
4. ALL POOL PIPING TO BE PVC SCHEDULE 4P,J AND BEAR THE NFS APPROVAL,
COUNTY FLORIDA
5. DISPOSAL OF POOL WATER SHALL CONFORM TO FE30 2004 SECTION 4101,10
6. WATER SUPPLY ANP DISPOSAL SHALL BE INSTALLED iN A WAY 60 THAT THERE 10 NOT CROSS
INFORMATION FOR SITE PLAN AND FLOOD CRITERIA WAS TAKEN
CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM,
FROM DAVID CABARROCAS Arch. and ENRiQUE POUSADA SURREY
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4086 EL PRADO BOULEVARD COCONUT GROVE, PL 33133
ELECTRICAL NOTE$,
PHONE: (305) 661.959'1 AR- 0004366/ LS5662
I. IN, TALL WIRING ANID DEVICES AS INDICATED IN POOL DATA SHALL FURNISHED ELECTRICAL
SERVICE AT EXISTING ENTRY, INSTALL P16CONNECt $WITCI-1 AT MOTOR IF NOT WITHIN 50'
4
"BA IER” IS A FENCE, WALL, BUILDING WALL, OR COMBINATION
4
OF FUSED SWITCH AT SI=RViCE POINT. ELECTRiCAL LiGHT CONNECTION TO COMPLY WITH NEC
THEREOF WHiCH OOMPLETELY SURROUNDS THE SWIMMING POOL AND
ART F60
OBSTRUCTS ACCESS TO THE SWIMMING POOL AS DEFINt O IN FeC
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2, ALL METALLIC CONDUITS, PIPING SYSTEM, REINFORCING STEEL, LIGHTING FIXTURES AND FIXTURE
2004 CHAPTER 41, SECTION R4101.11.1 TO R4101.11.3
HOUSING, METAL PARTS OF LADDERS, AND THEIR SUPPORTS, SHALL BE BOUNDED TOGETHER AND
GROUNDED TO A COMMON GROUND. THE 15OUNDING CONDUCTORS SHALL NOT BE SMALLER THAN I'8
IT 15 THE RESPONSIBILITY OF THE PROPERTY OWNER
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COPPER.
3, NO OVERHEAD OPEN WIRE OVER POOL WATER NOT RECEPTACLES WITHIN 10' OF WATER
TO PROViDE A SAFETY 'BARRIER' AROUND
THE POOL AREA TO COMPLY WITH CHAPTER 41
ALL GATESiDOOR5 SHALL BE SELF LOCKING TYPE.
THE RELEASE MECHANISM TO BE 54" FROM THE BOTTOM
OF THE GATE , THE RELEASE i`1ECHANISM SMALL 153E LOCATED
ON THE POOL SIDE OF THE GATE AT LEAST 3' BELOW THE TOP,
IF PART OF THE BUILDING i5 USED TO COMPLETE THE POOL
ENCLOSURE, ALL OPENINGS INSIDE SAID WALL SHALL HAVE EXIST
ALARMS INSTALLED TO COMPLY WITH FBC 2004 SECTION 4101,11,13,
EITHER HARD -U is,''E OR PLUG-IN TYPE REOIJIRED. BATTERY TYPES
DO NOT COMPLY,
INFORMATION FOR UTILITIES WAS PROVIDED BY OWNER AND/OR POOL CONTRACTOR
REAL LOCATION TO BE VERIFIED ON FIELD BEFORE ANY EXCAVATION
CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS
ON THE DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY
TO THE ARCHITECT`/ENGINEER PRIOR TO ANY CHANGE RmiRED
OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF
SUCH CHANGES AND ANY REOUIRED REViSiONN TO THE PLAN
_ ..._ PROVIDE
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TYPICAL POOL Sr:GTiON 'A► -A" 1/4' =1'-O'
TH15 POOL 15 NOT INTENDED FOR DIVING!
S01 L STATEMENT;
AS PER VISUAL. INSPECTION, $OIL CONDITIONS AT THIS S 1 TE ARE SAND AND ROCK WITH A MINIMUM
0EARINC CAPACITY OP 2 000 PSP. AT THE TIME OF CONSTRUCIHON A SIGN & SEAL LETTER WU BE SUBMITTED TO
THE BUILDING OPPICIAL ATTESTINC THAT THE SITE HAS BEEN EVALUATED 6Y A REGISTER PROFESSIONAL
ENGINEER QUALIFIED TO EVALUATE THE BEARINC CAPACITY OF SOILS ANP THE FOUNDATION CONDITIONS
ARE SI MI LAR TO THOSE UPON WHICH THE DESIGNED 13 BASED.
ES SEF: PLAN
CONCRETE OOL DECK
a''Xa" CONCRETE
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CONi. 7
a a I
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TYPICAL POOL Sr:GTiON 'A► -A" 1/4' =1'-O'
TH15 POOL 15 NOT INTENDED FOR DIVING!
S01 L STATEMENT;
AS PER VISUAL. INSPECTION, $OIL CONDITIONS AT THIS S 1 TE ARE SAND AND ROCK WITH A MINIMUM
0EARINC CAPACITY OP 2 000 PSP. AT THE TIME OF CONSTRUCIHON A SIGN & SEAL LETTER WU BE SUBMITTED TO
THE BUILDING OPPICIAL ATTESTINC THAT THE SITE HAS BEEN EVALUATED 6Y A REGISTER PROFESSIONAL
ENGINEER QUALIFIED TO EVALUATE THE BEARINC CAPACITY OF SOILS ANP THE FOUNDATION CONDITIONS
ARE SI MI LAR TO THOSE UPON WHICH THE DESIGNED 13 BASED.
ES SEF: PLAN
CONCRETE OOL DECK
a''Xa" CONCRETE
POOTINC W/ 1 #5
CONS'.
/ 4 CONC. SLAB NY I TH
WATER LiNE ELEV. 9.7'cn 6K6 10k0 W.Wit
—1 l Ili—I I Ell 1 i, l I I
=1 I I I!-
�
1 s' Xa' CONC. �OING
I I
V/ # /O
WELL COMPACTED FILL
FOR THICKNESS
I_- SEE NOTE #
7
/ II= 3 0 9' EA. WAY SIDE &
— j OTT. TYPICAL
III_.
/ II
I—
y/
=i '? STEEL TEXT FORM,
_ I I =j KRAFT BOARD
..• "'r - 111= I I' I— OR ANY OTHER
APPROVED FORM
TYPICAL WALL SECTION nts
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