520 NE 92 St (17)hvq
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14640
/4-C7-14 ki \ -r? 2
C.)V1 'i
4
18 X 24 PRINTED ON NO. 100014 CLEARPRINT •
SIGN AND SEAL
\
SCALE:
APPROVED BY:
DATE: ,•••
0 r* 9
DRAWN BY 5
REVISED
DRAWING NUMBER
i:A r..2": ()_!5 r
y--
A LA-Mite
1 r tt,. r4e"
( te 6„
OFFICE
(3051887-4417
•1)
49‹ Pt -
44-'12
‘
0
LI CENSE * PE0031509
FAX
(305)884-3967
JOSE A MARTI Z PE. & ASSOC.
CIVIL & STRUCTURAL ENGINEERS
24 EAST 5th ST. HIALEAKFL. 33010
11
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Po5A TO 1)(L.
1)11,c7 MAIO DfLAW
Otora br vu04 I,6(
(.3
-4-0 0 t p2i“z.,11c-a.„
18X24
PAINTED ON NO. 100014 CtEARP ANT •
SITE PLAN
scale; 1 (
G f V
GEE.,.... NOTES
Glaf(4/ t0(0
w M1r0 ' ' 4tV( I
d
ki M'l ) 4 &fl 4-f N Q, 2
to pC �1
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E N G I N E E R I N G
1.1 construction shall comply with(
2.All pool givate /shot -crete to attain 3000psi within 28 days.
3.All reinforcing steel shall be new and conforming to ASTM A615, grade 0,0 Min.
4.A11 piping shall be`Sched.40,bearing NSP seal,approved for potable water per code.
5.Installation of lights,junction boxes,groL shall be in accordance with
the requirements of 'Section 680 of the National Electric Code:
6.Ade to electrical service for the operation of the motors,lights,etc. and a •
discect switch at the pool equipment location if is not within 50 feet of the
'fused switch service point shall be provided by the owner /contractor.
7.Pool pump motors,lights,ladders and handrails(or grabrails) shall be bonded to
the-pool steel with a #8 solid copper wire,using approved clamps.
8.Pool equipment,including pump,filter,and /or heater, shall be located above the
required base flood elevation or floodproofed.
9.A1i pool patio concrete shall attain 3000psi within 28 days, comprehensive.
10.No pool shall bear on any type of soil except clean sand or rock which will
accept or be compacted to accept 2.0 KSF. Any types of deliterious materials .
encountered during excavation shall. be removed in their entirety (demucked) and
-replace with acceptable materials in 12" layers and ccact accordingly._
11.Po l water disposal shall comply with e pC__.
12.Pool shall have a Screen enclosure fence or wall with self- closing_and self -
latching gate in accordance with'; r= - (..„
SOIL STATEMENT
Soil conditions at this site are presumed to be 1 V W iat.
These conditions are adequate to support the design load of 2.0 KSF, if othe conditions are
encountered during construction, stop and notify engineer. A Letter shall be submitted after ground
has been broken attesting that conditions are similar to those upon which the design was based.
Top .f spa raised
over-
flow
3"
I 36"
weir
width 5"
range 3"
DA T A
VL
diameter
- typical pool wa
SPA DETAIL
N.T.S.
NTI- VORRTE{ GRATE
(6 in min open area)
2 - #3
E.W.
No h : ostatic valve eq'd
SPA DRAIN DETAIL
N.T.S.
SKIrR DETAIL
N.T.S.
S
"SPA DRA
DEAIL
12'
12'! 1
SPA B
around
6" min
conc
4.A mj.ri
cone around
basket
capacity at
75 cu in
HYDROSTATIC UPLIFT DATA
Top of pool wall elev. 11,1t ft
Deduct depth of pool 6.-) ft
Elevation at main drain 2 ft
Flood criteria , ' ft
Deduct main drain elev. 0, (.4 ft
Pool uplift force , ft
Deduct 2.0' hydrostatic valve i 10 ft
Total uplift force 1 , 1 .1 ft
Slab thickness required inches
4 "concrete slab with
6 "x6" w1.4 x w1.4 W4dM
on compacted fill
using 2500 psi concrete
4" �►
's �1111�1 "
' 1111 =11'
W.L. 0.111
lilt
#3
MI M. ' Pop. sib
COPING EDGE DETAIL
N.T.S.
le /foot slope
8 ")(8" thick edge
with 1 #5 Cont.
WALL OF POOL
TOP 4' ", BOTTOM
PNEUMATICALLY PLACED CONCRETE:
walls top Ae " , bottom (/ -"
bottom of pool (/ "
reinforcing #3 rebar @ !0 "E.W.
Note:Length not ti ts exceed 10%
Of • pool perimeter.
SWLMOUT BDNOE DETAIL
N.T.S.
SLAB THICKNESS GUIDE
Uplift Min. Slab Thick.
Up to 2.9' 6"
2.91' to 3.0' 8"
3.10' to 3.5' 10"
Re- examine at greater uplifts
POOL I T.A
Recomended flow rate (operating 8 hrs /day) 21A %1) • GPM (12 his/day code req'd)
Pool turnover in 2 hrs, spa turnover l,j t hrs (recirculation time)
Pool area /4 2,0 sq. ft. , spa area k) . sq. ft.
Pool perimiter length go in.ft., spa perimiter length' 6. ,ln.ft
Pool capacity I 1 2W gals . ±,spa capacity 1) ar gals . ±
Above performance based on I t 11/019 pump and 1'10 t + filter (Sts -Rate or equal
ANTI- VORTEX GRATE
(6sq in min open area)
PLACE IN CENTER
CU? Ltla
APO
:13
-_ • J(
� a
•
ound
6 "min
conc.
GRAVEIL.
11/2"x18" perforrated pipe
cf
YA.IN DRAIN DETAIL l L
N.T.S. 01 '
3 -10 "min.
- treads
"'AV a
`
11101 1111
12 "max c :r. X r.. 1.2.. ('`Z
.****1° B0,11-OM
POOL
Note :Riser heght ±2 "; ;://".014
y
VN(f0aM &4 (hit. Ugicoq /faQ ii A �
STEPS DETAIL
1,T.S•
BOTTOM OF POOL V "
TYPICAL: POOL stCrION
N.T.S.
REINFORCING #3 BAR @
8 "min
4 ,.
18" to 36"
SCALE: A6 SFIOM
DATE:
Q "E.W.
LigI± -� 3 - #12 1P -2O / �
Pootd
2- 'return
•-- 4'min
�- deck
•'J 10'min
20'max
i v min
I \2 HP p ump with
lint Stra
lhwaste
r0
•
•
APPROVED BY :
0 •.
o.
, 0•
�oO
A. JUNCTION BOX
C. POOL . LIGHT SWITCH
E. GFI RECEPTF GLE
G. TIME CLOCK
PLUMBING/PIPING DIAGRAM
NT:S.
0
°'1 1J 61
(o'pti• al 1 deck)
interl.. ., ing pavers 1,
on •act -• sand
t - lope
SEE DETAIL MAIN DRAIN
NOTE: Skimmer placed with ;nin. ,
4" conc. all around, weir
width 5 ",basket
3 SJT CORD
PUMP
ete footing
5 bar cont.
cree enclosure used"'
seperate circtaits
c p:
0
F
WAIT -12V ;underwater pc
To f3 H . U L-: 615r N?S
B .. TRANSFORMEI
DY . HOUSE PANFfi.
F. JUNCTION 13th &
PUMP SWITCH,
skimmter
REVISED
3 - #12
2P- 20/1/2"C
#8 solid(cu) 1 "non: corrosive
col. light
.RPX e
1. All pool electrical to comply with N.E.C.
2. No overhead electrical wiring located within teA feet
(10') of pool water edge.
(unless it is eighteen feet (18') " or higher) fi
3. Ele ical contractor shall subnit a revision to thes0
drawings showing existing service with loads,calculat
if or as required by code
ELFCER.ICAL DIAGRAM
N.T.S.
nOrai
actl
4 k ,
pre gauge &
air relie _valve,'
filter drain
� 1 filter,carride
oG�
DRAWN BY a1')
DRAWING NUMBER
Abb Ur2\ v N
over-
flow
N.T.S.
PA DRAIN DETAIL
around
6" min
conc
COPING(opt)
4 "concrete slab with
6 "x6" w1.4 x w1.4 WWM
on compacted fill
using 2500 psi concrete
4" /foot slope
8 "x8" thick edge
with 1 #5 cont.
11/2"x18" perforrated pipe
riOvad. C
MAIN DRAIN DETAIL Que
N.T.S.
12 ,. E
Note. Riser heght ±2. - p4. 14 y
VNjFOfM 4i *Ott i /(4c414 /5A
STEPS DETAIL
>wrwriiarosri
3 -10 "min, _ J DECK
(opti
iriterl
on c
.?"2.(2 1\1 fi 1 t� tf l ,
£GALE :
A .51401,4),0 APPROVED BY :
DRAWN BY l 41 (-
REVISED
NOTE: Skimmer placed- with min. ,
4" cone. all around, weir
width > 5 " ,basket
HP, p with
dint strainer
lhVwaste �?
p U BING /PIPING DIAGRIAM
�)oO WAIT -12V underwater pool.. light
To >3 g U L. t,:isreb N3 APPI6V
B. TRANSFORMER
D. HOUSE PANEA
F . JUNCTION SOX
PUT
1. All pool' electrical to o ply with ILEX.
2. No overhead electrical wiring located within terS feet
(10') of pool
(unless "it: is eigh een feet (189„ or higher)
3.Electkical contractor shansulatt a revision to these
drawings showingexistng service with load s, ealculat , ons
if o>+ as required code•
. E1 ECTF�ICAL DL GP»1
N.T.S
DRAWING NUMBER
;COOL ;184
:SEL CLOSIN(
GATES
FENCE: 4
AND NO'
IF NEIf3HBOfl i
WALL, OWNEI
10 x 24 PRINTED ON NO. 100014 CIEARPRINT •
o -- ----�.
x
I
SITE . P L A N
scale:
V 4 ,I
?,, ° 0
SOIL STATEMENT A
Soil conditions at this site are presumed to be (0 +!j101 V W iGkl,
These conditions are adequate to support the design load of 2.0 KSF, if othe conditions are
encountered during construction, stop and notify engineer. A letter shall be submitted after ground
has been broken attesting that conditions are similar to those upon which the design was based.
GENERAL NOTES
1.1'001 construction shall comply with
J .
2,All pool gunite /shot -crete to attain 3000psi within 28 days.
3.A1l, reinforcing steel shall be new and conforming to ASI22 A615, grade op Min.
4, Ali piping shall be; NSP seal,approved for potable water per code.
5,In.tallation of lights,junction boxes,grounds,etc. shall be in accordance with
the requirements of section 680 of the National Electric Code.
6.Adeqyate electrical service for the operation of the motors,lights,etc. and a
direct switch at the pool equipment location if is not within 50 feet of the
'fused switch service point shall be provided by the owner /contractor.
7,Pool punk motors,lights,ladders and handrails(or grabrails) shall be bonded to
the pool steel with a #8 solid copper wire,using approved clamps.
8,Pool equipment,including punp,filter,and /or heater, shall be located above the
required base flood elevation or fldodproofed.
9.A11 pool patio concrete shall attain 3000psi within 28 days, comprehensive.
10.No pool shall bear on any type of soil except clean sand or rock which will
accept or be compacted to accept 2,0 KSF. Any types of deliterious materials .
encountered during excavation shall• be removed in their entirety (demucked) and
replace with acceptable materials in 12" layers and compacted accordingly.
11.Pool water disposal shall comply with �L
12,Poal shall have'a'screen enclosure!, fence, or wall Stith self- closing and self-
latching gate in accordance with
U1FlEt'i: NP3:
/ SELF- LOCKING
1E0UIF1ED
HIGH (MIN.)
- CLIMBABLE
REMOVE" FENCE/
MUST REPLACE
VENCE ON
PROPERTY
,/Of 4 4 Cj Orli
N(l b 14?4,0LG, eirec.r No, 2
L o p& g-7
?AI aMl- c *h („O,
E N G I N E E R I N G G
weir
width 5"
range 3"
SKIbR DhaAIL
N.T.S.
D A T A
n/
Top of pool wall elev. 1) ,1'1 ft
Deduct depth of pool 6 , G ft
Elevation at main drain ft
Flood criteria ,/J ft
Deduct main drain elev. (3, (4 ft
Pool uplift force 3, ft
Deduct 2.0' hydrostatic valve 2 , 0 ft
Total uplift force 1 1 ?-? ft
Slab thickness required CQ inches
13ecciended flow rate (operating
Pool turnover in J: hrs, spa turnovers . hfs (recirculation time)
Pool area 410 sq,,ft. , spa area k1 t . sq. ft.
Pool perimiter length q 0 in . f t . , spa periiniter length 1„16. l . f t ..
Pool capacity 12) / 80 gals . ±,spa capacity W to gals. ±
Above performance based on . ` / 1 4P pump and ''LO 0 ( filter (Sta -Rite or equal
4 „
conc around
basket
capacity at
75 cu in
Note:
HYDROSTATIC UPLIFT DATA
tee
SLAB THICKNESS GUIDE
Uplift Min. ab Thi
Up to 2.9'
2.91' to 3.0'
3.10' to 3.5' 10"
Re- examine at greater upli s
M;(12 his /day code req'd)