1230 NE 102 St'....."'
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ExIkri Oros Trt rry
TRUSS j_OFIDING CONDITIONS
ROOF TRUSSES ELOOR TRUSSES
TO CHORD 1 ILJU 3f TOP CHORD 1.IUF:
Toc,)ciicRtLpErirt cti
_8011 QM 210R1) pcnicri
tPSFI 55 T Olft Lono
LsTwss mrs 1.33 STRESS INCREASE.
THIS TRUSS SYSTE11 WIS BEEN DCI,S10D WITH I Cri3S cif-WRITE:0 BY 11( tfli
WIN5S LISINCi 5.0 PS• lc: c.toRri Duro t.Orto AND 5.0 PSF foi ion °taw)
1011D 5 tilt LS FROfi ict OCENtirf.. CAT 1. c trisc.t. ?•93)
flOn.
LAori, i No 1 Russi's 1 s A s.S ,ftvi(:11.
tiOT A RtquitirAfrAti . P,POrtr,,
T lift: 121'S N511111.1IX pr 1V. ?f
L1} t i.Dr.ft
To s': Tim 'N
(9 g: 111
flitt:Ci I NG TWIS3z: 14: ( O1 I SCRNIANc I Es
lm}: S MA,RKINM AND ENG rgtlAwitr-S
THE EKG NC; S
A111 IRO SPAr,ING t 24" 0. C .
tINIM OTIttftriSf; sPai
e.e, - **A
t't
MP SET SPACING
•-•
t
NOT CU1 OR Atli* 1RUSIS'. •
11 TRUS$OMPANI N01..410N1R
coitis tkCt liNif;;c Avingro,
iY OUP•OITICE IN tR1tiiNG
ftiTROlf. MUSS rtr,HCP Et( &MDR
SOPPE COI Okkiff-rJ
tt 24- SID
8011011 Pyt-1
TOP f$
c'a'cf-0 e01- frAf4litit,
7(titt5tig 1-4
r4inril*C
ATIT:TIGN
AU. DIrNSION3,1ATAI! tips,
NC 1'0 Olifin ORE ORDERING
1RM ti 13 YOI,IP. 115PASIBIIJTY
filfa; OUP IRMs
TRU, END DE MIL
• -6 ------
".-
3,,rA1,0 1 411 )1:eti •
, - - • ' „ ., 4 ," , t '
. 4 t
•
•
-111AteS APS 1:efete-N
(1342-tv-Y-1 TO "SA1-3, .AOIN
A tie e_Aostvwr /42-44A
rtAt,le, M mirekkai •
Ate.../14 4 ....IA r w"...Ct As•aetodi ...*4 "ureeeme4e.a. ine0,1.4 *I a* 4. it X 0.0 311
4 1
$01311 105 it31261
Ut I
ji $15
RANGE 12,000 WATTS
REFRIGERATOR 1,000 WATTS
DISHWASHER 1,2 WATTS
WASHER 1,500 WATTS
DRYER 5,000 WATTS
WATER I- EATER 4,500 WATTS
DISPOSAL. 800 WATTS
DOOR 800 WATTS
MICROWAVE 1,200 WATTS
POOL PUMP AT 100% ■ 2,400 WATTS
POOL LIGHT AT 100% ■ 100 WATTS
CONNECTED LOAD LESS A/C SUS TOTAL 39,161 WATTS
LESS 10,000 WATTS AT 100% = 10,000 WATTS
REMAINDER OF WATTS AT 40% • 11,664 WATTS
A/C OR HEATING AT 100% • 6,500 WATTS
DEMAND LOAD =
34,835 WATTS / 240 VOLTS = 145 AMPS
SERVICE SIZE = 150 AMPS
C. NEUTRAL LOAD:
LIGHTING, SMALL APPLIANCE, AND WASHER = 10,161 WATTS
FIRST 3,000 WATTS AT 100% • 3,000 WATTS
REMAINDER OF WATTS AT 35% = 2,506 WATTS
RANGE X 10% ■ 8,400 WATTS
DRYER X 10% ■ 3,500 WATTS
TOTAL NEUTRAL WATTS •
11,406 WATTS / 240 VOLTS = 12.5 AMPS
3
TYPE: EXISTING
SERVICE: 240V, SIN PH 3W
MOUNTING: RECESSED
POLES: 42
REMARKS
Al R CONDITIONER
AIR 4- IANDLER ?.JNIT
WI RE
10
NO
1
11
13
15
11
19
21
23
25
21
29
31
33
35
31
39
41
WATER HEATER
10
SMALL APPLIANCE
SMALL APPLIANCE
MICROWAVE
LIGHTS RECPT
LIGHTS RECPT
LIGHTS RE CPT
SPARE
SPARE
SPARE
SPARE
EXISTING FPL
SERVICE
FIBEROPTIC
POOL LIGHT
A -36
1/2
12
12
1 IN 1 -4OUSE_ fi='ANNNEL to
SINGLE PHASE 120/240 42 CIRCUIT
12
14
14
14
LIGHTS RECPT
14
SPARE
SPARE
SPARE
SPARE
EXISTING
METER
CAN
CON-
DUIT
3/4
1/2
1/2
1/2
1/2
1/2
1
0
TRI P
POLE
40/2
30/2
30/2
20/1
20/1
20/1
1/2
1/2
1/2
15/1
15/1
15/1
15/1
EXISTING
150 AMP
PANEL -7
POOL
DECK
NO. DEM
KVA
65
5.0
5.0
1.5
15
12
TC
1 L IGHT
Lam--- BOX
NO. DEM TRIP
KVA POLE
12.0 50/2
1.0 20/1
WIRE
6
12
12-
12 20/1
08 20/1
5.0 30/2
1.5 20/1
08 20/1
20/1
2.4 20/1
1.0
15/1
20/1
20/1
20/1
CON-
DUIT
3/4
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
15 AMP W.P.GF.C.I.
RECPT. A -26
12
12
10
12
12
14
14
14.
14
12
12
15 AMP SWITCH
MAIN BUS:
NEUTRAL: FULL
MAINS: MCB
A. I.C.: 10K
REMARKS
RANGE
REFRIGERATOR
NO
6
D ISHWAS1 -IER
D ISPOSAL
10
DRYER
r 12
L 14
WASHER
16
GARAGE DR OPENER 18
LIGHTS RECPT 2
LIGHTS RECPT
22
LIGHTS RECPT
24
L lGWTS RECPT
26
POOL PUMP r 28
L 30
POOL LIGHT 32
SPARE
34
SPARE
36
SPARE
38
SPARE
40
SPARE
3 0 12 IN 1/2" COND 1P, 154
3 •12 IN 1/2" COND 2P, 20A
20 AMP WP SWITCH
POOL MOTOR
PUMP A -32 ,34
42
2
w
1
w
w
t
O O
4 • O
I
1 ��
N 1
n
d
Oa
O
• LL
O.
O
1ul.
flt
l�1
0
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z
O
Z
Ll!
Z
Z
Z
0 L
W 1 -
Zm
IX O n
E_ECTRICAL _OAD SUMMARY
A. GENERAL LIGHTING LOAD AND SMALL APPLIANCE
1881 S.F. AT 3W PER SF = 5561 + 3000 WATTS =
8661 WATTS
B. FIXED APPLIANCE
NOTE:
INFORMATION SHOWN WAS 5UPPLIED SY POOL
CONTRACTOR ELECTRICIAN SHALL FIELD VERIFY
EXISTING CONDITIONS.
5
FIBEROPTIC
CABLE
FOOL ELECTRICAL SCI-4EMATIC
9
0
U
4,.4,• • -; ,e . �
/6
Miami Shores, Florida.
LANNES and GARCIA, INC.
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
Office address: 359 Alcazar Avenue. Coral Gables. Florida 33134
'• Mailing address: P.O. Box 561131, Miami. Florida 33156
1
.. � ' s r te'.. -. .i-
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This property described as:
iLot 2, Block 185,
;BAY BREEZE SECTION
1MIAMI SHORES,
l according to the Plat
'thereof, as recorded in
Plat Book 42, Page 25
of the Public ReCords of
Dade County, Florida.
Note: Underground
;encroachments and
,utilities, if any, not
:located. Fence ownership
; by visual means only,
'legal ownership not
determined.
IFLOOD ZONE: X /AE
F INFORMATION:
1C No.: 120652
121anel No.: 93 Suffix: J
Unless it bears the signature and
the original raised seal of a Florida
licensed st.+vfyor and mapper this •
drawing. sketch. plat or map is for
informational purposes only and is
not valid .
f9. Item. tared
rt.
375
of F.I.R.M.: 3-2-94
Base Elevation: +8.00 N.G.V.D.
Certified To: Trans -State Title Insurance
;Corporation, Woolfolk, Dennis and Vandra
and Chase Manhattan Mortgage Corporation,
its successors and /or assigns.
� F Eic'✓— 12_1�i/2o /�etics
hob: le. b'e ,n /odr c /cuo •o�
�/. . ✓.O,
/920' .
a t?f/at.e 9 ?2 ei
s r2,' ,8 -26 , v- /2.04'
(Z
GG, -bqc /N- 10.00
9.45
PROPERTY OF: Woolfolk, Dennis and Vandra,
A BOUNDARY SURVEY
1 hereby certify that the survey repre-
sented hereon 'nets the minimum
technical standards set forth by the Board
of Land Surveyors in chapter 61G17 - 6
rative Code . to
e are no
easements
other than as
Legend
t: Center line CONC
(TIP): Typical SIP:
P.0 Point of Curvature R/W:
P.T: Point of Tangency (M) :
U.E Utility Easement (C) :
FIR Found Iron Rod (P) :
FIP: Found Iron Pipe CIR:
Ft: Property Line ENCIT:
e)
1230 N.E. 102nd Street,
/ / sr
247%;7,
Concrete
Set Iron Pipe #2048
Right of Way
Measured
Computed
Platted
Gear
Encroachment
, cmh2e
ei•! 6- ( 40-(Y Cs 3 ›5 Rt.L) .
12./lo Nt.E fen. eft
tAlf\,
1
PL o t' N. `lip `_A`
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a361 Giv< FL.
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1. REmoVS. I FA ! , t -'taW
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s, 1 . r1/41,/e0 . -ck,\ . `1 amt° \Ai/ , OO °.
6.. t\v_ft.vt• DtNwAtru 6 (41
7. Rev i
c) APB: c, rztAINA‘ �, 't�l L6: 060E- poi -
11, P, , LuMde G)tt►vGt, C l ue AG V r ALL.
M Awrr� /Gbe
�?�4.ri5+' ^` t f.' •xF -` f�aa "��:� �� - .>�r1;:��:r _ ..- _ "A` '_';q,.•.�
3'
5'1"
2'1" 2'10" 2'1"
1-
JET
15W
MD
15W
12V
LGT
01
2'6" " 2'1"
POOL
EQUIP
1
SWIM
OUT
SOLAR
INLET
cn
INLET
MAINDRAIN
2"
VENT
1 - 6" RISER
11'0" 1'6" 8
VACUUM
BRICK ON SAND
01
WEATERPROOF GPI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
EXIST.
SLAB
FOOL LAYOUT
1/4 -10
0
2'6"
01
4:
SK MMER
NEW GREENED
PATIO
BULLNOSE
COPING
8'0"
EXISTING
RESIDENCE
CJ
85.0
N.W. 102 STREET
SITE FLAN
1 " =20'
i
2004 O.N.
SERVICE
•
° t€
SNEEt
2
AZ
cq
r
1
ci 0
0 1L
O
8
J
q 3
111
4
In
Q
6" THICK GUNITE WALLS REINFORCED WITH
* 3 BARS AT 10" CENTERS BOTH WAYS
6" THICK GUNITE FLOOR SLAB REINFORCED
WITH • 3 BARS AT 10 " CENTERS BOTH WAYS.
POOL SECTION
NO SCALE
F.P.L.
METER
O
O
•
,
PLUMBING NOTES:
HOUSE
PANEL
1/2" CONDUIT
2" SAND BED -
ROCK BASE --
ELECTRICAL NOTES:
STRUCTURAL NOTES:
6" CERAMICS
3+'12 THIN IN — TIMER
INTERLOCKING BRICK
WATER LEVEL
11111u,„
POOL WALL
1 -2P -204 2a 14THWN +I*12THWN
1-1P-15A IN 1/2" CONDUIT
2 X 14 - 1HWN + 1 *12 - THWN
N AN V2" CONDUIT
I /
JUNCTION
110V/12V 50X
TRANSFORMER
2 NP PUMP
ELECTRIC RISE DIAGRAM
NO SCALE
' s� —=111•1•1
111111 = 111111 = 111111 =11111
1= 111111 = 111111 = 111111=
POOL COPING
12 VOLT
POOL
LIGHT
E3RICK ON SAND DETAIL.
NO SCALE
ANTI VORTEX
MA INDRAIN
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK BED
I. ALL 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 HEAVY DUTY
PLUMBING STRAP.
2. ALL SUCTION PIPING FItTINC6 LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH
ARTICLE 5004.3 OF THE SOUTH FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL WAVE A MINIMUM 6 SQ. IN.
OPEN AREA.
6. A 12 "x12" MAINDRAIN GRATE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE.
TYP OF 2
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0"
OF POOL'S WATER EDGE.
4. 314OULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IP NECESSARY.
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL 81-4ALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P81.
BRICK OR STONE
COPING
SAFETY NOTES:
SOIL NOTE:
\ ,\P'
RECIRCULATION PUMP
2 14P, 10 GPM At 60' TON
SELF- PRIMING
MIN. 18" BELOW WATER
LEVEL
11
AIR RELIEF VALVE
1 I/2" POOL WASTE
2 *3 BARB
ACROSS NICHE
1 J
I
� o¢
\�'
\ : \'
L � �- g y p
go 1," � '
EQUIPMENT ISOMETRIC
NO SCALE
POOL WALL STEEL
1/2" NON METALIC CONDUIT
TO JUNCTION BOX
L IGHt BOUY
BOND WIRE TO
POOL STEEL
UNEDERUJATER DETAIL
NO SCALE
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 APENDIX F ANSI/NSP1-5 -95.
2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROUJNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CHILDREN. IT 18 STRONGLY RECOMMENDED THAT At LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU)."
3. ALL DOORS WITH DIRECT ACE88 TO THE POOL AREA 81-IALL BE
EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
THE DOOR OR ITS SCREEN 18 OPEN.
POOL, SPA AND 1-10T TUB BARRIERS:
ALL POOLS, SPAS AND NOT TUBS SHALL COMPLY
WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY
50012 (10) (98) "ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WI-11C1-4 PRODUCES
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 18
BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR 18 OPENED AND
BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
BE HEARD IN 71-4E DWELLING. 71-IE ALARM 81-1ALL BE EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
FoR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE
LOCATED AT LEAST 54 INCHE3 ABOVE THE THRESHOLD OP THE
DOOR
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND 3AND,ARE ADEQUATE
FOR TI-4E DESIGN BEARING CAPACITY OF 2000 PSF.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
POOL FILTER WITH 150
SQUARE FEET of FILTER
SURFACE AREA
CARTRIDGE
POOL COPING
WATER LEVEL
WEIR
TURBO
BOOST
INLET
NOTE: STEP STEEL
NOT REQUIRED
SKIMMER SECTION
NO SCALE
cry
STONE
COPING
POOL DECK
MIN. 15 SQ. IN.
BASKET
�. 11/2 " TURBO
RETURN
2" SUCTION
OPTIONAL STONE
ti tom" c i�G
WATER LEVEL
ANTIVORTEX
MAINDRAIN
16" 12" 12"
STEP DETAIL
NO SCALE
POOL COPING
} 4 RISERS AT 10 " EACH
OPTIONAL 2" TILE OF
_ - CONTRASTING COLOR
WATER LEVEL
N
MA
0�
SS 2" TILE STRIP OF
SAME THICKNE
AS WALL 88 - CONTRASTING COLOR
SWIMOUT DETAIL
NO SCALE
SWIMMING POOL
WALL
6" THICK 8WOTCRETE SPA FLOOR AND
WALLS REINFORCED WITH '3 BARS AT
10" CENTERS.
SPA POOL. SECTION
NO SCALE
POOL AND SPA DATA:
SPA POOL SWIMMING POOL
41
500
0.15
23
SURFACE AREA (SQ. FT.)
VOLUME (GALLONS)
TURNOVER (HOURS)
PERIMETER (PEET)
DECK AREA (SQ. FT.)
343
12000
8
19
629
HYDROSTATIC UPLIFT
ELEV. TOP OF POOL WALL
DEPTH OF POOL
ELEV. TOP OF MAINDRAIN
FLOOD CRITERIA
ELEV. TOP OF MAINDRAIN
POOL IN FLOOD CRITERIA
LESS 2'0" HYDROSTATIC VALVE
SLAB 7NICKNE88 REQUIRED
9.8
60
30
60
3.0
3.0
1.0
6 '1
NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
N
SEAL
IMER PE.
cIvt - -
�. 112
AUGUST 20, 1998
DATE
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Deco Services 602768
I
ARCHITECTURE AND . DESIGN, P.A.
MEMBER A.IA.
LICENSE NUMBER: AA0002490
1688 MERIDIAN AVENUE, SUITE 922, MIAMI BEACH, FLORIDA 33139
PHONE 305/672 -5658
FAX 305/672 -6809
1RSS WOOl
TREET; MIAMI SHORES,
COMMISSION NUMBER
BID SET
PERMIT SET
,* i -1
REVISIONS
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A BOUNDARY
SURVEY
I hereby certif■ that the survey repre-
sented hereon meets the minimum
technical standards set forth by the Board
of Land Surveyors in chapter 61G17.6
Florida,Actreumstrarive Code pyrfwnt ro
Serf o 47j1527. Fla. Statut _ - There are no
e, cr okments. over. 4/, easements
ap. - ring on the t, other than as
s wn hereto
tl--C -1
Fl Reg Land - yor No
p3 A t G U es v� ■If -
Miami Shores, Florida.
LANNES and GARCIA, INC.
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134
Mailing address: P.O. Box 561131, Miami, Horida 33156
(305) 666 -7509 (950 523 -8663
DATE SCALE DRAWN BY URWG. NO
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This property described as:
Lot 2, Block 185,
BAY BREEZE SECTION
MIAMI SHORES,
according to the Plat
thereof, as recorded in
Plat Book 42, Page 25
of the Public Records
Dade County, Florida.
Note: Underground
encroachments and
utilities, if any, not
located. Fence ownership
by visual means only,
legal ownership not
determined.
FLOOD ZONE: X /AE
FLOOD INFORMATION: �I
Community No.: 120652
?anel No.: 93 Suffix: J
Date of F.I.R.M.: 3 -2 -94
Base Elevation: +8.00 N.G.V.D.
37,5
Certified'To: Trans -State Title Insurance
Corporation, Woolfolk, Dennis and Vandra
and Chase Manhattan Mortgage Corporation,
its successors and /or assigns.
he, b. ,4, / 7
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L ' 7.4/ ,& -2 / V /2.0¢'
(1% ✓, o
1. r,��G /C ✓= 10.00
4. 9
PROPERTY OF: Woolfolk, Dennis and Vandra,
ft
4
)e ��� /7 ;" `
9a,2o-
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/39.72
�n>>
8
Bo
5 /e / 2 O ' •
Legend
: Center Line CONC:
(TYP): Typical SIP:
P.C: Point of Curvature R/W:
P.T: Point of Tangency (M) :
U.E Utility Easement (C) :
FIR: Found Iron Rod (P) :
FIP: Found Iron Pipe CLR:
ft: Property Line ENCR:
. g2)
1230 N.E. 102nd Street,
z-
5''W
QG
05-
Concrete
Set Iron Pipe#2098
Right of Way
Measured
Computed
Platted
Clear
Encroachment
Unless it bears the signature and
the original raised seal e` a Florida
I!censec surveyor and mapper this
crassmg. sketch. plat or map is for
informational purposes only and is
not valid .
MANE
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LICENSE NUMBER: AA0002490
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PHONE 305 /672 -5658
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ARCHITECTURE AND DESIGN, P.A.
MEMBER A.I.A.
LICENSE NUMBER: AA0002490
1688 MERIDIAN AVENUE, SUITE 922, MIAMI BEACH, FLORIDA 33139
PHONE 305/672 -5658
FAX 305/672 -6809
VI-R.
TREET; MIAMI SHORES, FLORIDA
COMMISSION NUMBER
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