1550 Beach Ave POOL19-0013 pool permitEXISTING POOL TO BE
REPLgSTERED AND HAVE
NEW SPA ADDITION BUILT
IMPERVIOUS STRUCTURE
LOT TOTAL
HOUSE
CONCRETE DECK/PAVERS
POOL
SPA
TOTAL IMPERVIOUS
7492 SQFT
2263 SQFT
350 SQFT
360 SQFT
52 SQFT
3047 SQFT - 40%
3002 Ph llip5 Ni4vaq
Jack5onville, FI. 2207
( 904) 858-4300
www,crownpodsinc,com
eVI51ON5;
NUMDMR DMfAL5 DATE
MOJFCT INFOMA110N
UrAPANa
PROlCt,
IPACN
1550 MACH AVS, ATLAWC
BEACH, FL, 32233
%fff: 1 9 1
5C&E: 3/ 32" -P
VAS: 25,19
MAWN 6Y: AN
SPAAREA 52 SQFT
POOL AREA 360 SQFT
PERIMETER 78 LNFT
POOL TO BE SURROUNDED
BY POOL CODE 48" FENCE.
GATES TO OPEN OUTWARD
WITH SELF CLOSING/SELF
LATCHING HANDLE AT 54".
POOL TO BE EQUIPPED
WITH STANDARD DECK
ALARM.
6' 19'
3 211A 1 IPE DECK
22'-7 __
J it I.._ .- _.
1 � 6
6 ow
M O
co z
n
m�
m m
X 0-0
rn m5,
o v
mm
D
J
EQUIPMENT PAD
5002 Phtll p5 H4rwa4
Jack5onville, PL 32207
( 904) 858-4300
www.crownpod5im,com
RPV151ON5:
NUMM PffAL5 0M
PROJPCTINPORM WN
PMWING TITLE:
CONar'R AL
PROJECT
If3ACH
155013PACH AVE, A1411C
BEACH, PL, 32255
51frT:
191
SCALE:
1/411-11
PAS:
2,5,19
19PAWN (3Y;
A-V
U w< �NaFoa mO
Qp)v L] Lid.Jz 0 zD3Ua2 m
0)Z Q Lu C)
�mvOif-N�w�o�ao�
F U O F Ir a» z �- _ fr
np o CL VIQV =UWa0�02�5�J>,UU
NUaL� V�� waammM uW
� oo z 1:ZZV) nu 11 nein a "Fnuyu,
a �L-7ffb/1 S H1Nffff1,4/d w o �� v�� I� m� T W
Nm aow�zo zow
\ < o LN Ww
N IC] N ZpoQ!� �!c-iw a f -w
zu
O O LJ OWC7 F-2 NEU�Fz UF-d4l
O IL CC Z Q z a,W F LAJ
W iiz� < V) >-
®o�dm'a'o�aycwi'Q w
_z -i ~ Z =�Uz w-.jLj
WHO F_ O�~OO ~Oµ; xOU�JJU- >
s a x<ZZcn F�WrrolL ��Zo�VmQOa<wozww
U (0 W �aX2W a- En 9aae,V<l HxlRxm
U. W �^� �� i ® w_awwN C)j_NtOilwa @9N„1 IIUII II x3 SII^
U rr7 < w< w w>- W 1 0 CL � v �= z V w
O F- h Y 0(-)
J p � (0 x z �C] Q p~ U O Z �aaVj �cUia®d! 3 I m-
�■ 10
LLL -L- �O OJo m d HY -O> F z JOW-ico(6 I
O O �� m ov JO J < zriozZ w4Jp= -i
WJ Jm �� m S @i p� Qs z�wM0 `I 00ME��a�oa�
atxw Z <(n �.� m �YW� yy Quo
a_
a _o r/�T% ����T �a I o m�ao Ncnl.:ml�w o,LLlwQ wF o2 z �QU i
k2 �2 O-� OUf� F- amaz=OI�oaq ow 1
W U U N O o (/i W F- W _ m
�= O ^Ix O 0 (iN).86'L�l 4J Uro I �c�� om�N vio� m�mawJmo���UWz�
= as w `I M `� N�0] < m�Uwo NO- w °pz='� z o�aa
F- .- Li W N a< R>C o ih •� Zz < E z < Z -I w (n a tr p a o w LL V
< �V1 3� >-m o0 OOa �n .�F�W
U U \ v\ o Q O in < Wim§ Zz Uo .z oa
)p (�> , 00'8>s < w w: a w v w a cn v
O H Z / _0 � 3 a in O > xOz J }CCm0W anal-`'O�W H LL 1
F— } x T' ° ° a n i (iY� .00'8>� i �' Z v=i aI �n J a w m z LL o
Z U ^.'-7 .. n < w OOV1X h -7o �p zmoOn<-JWZU SZOF L
O (� 'S>° in. �0 N ° ° ° N a��QZF OU1ZU 07wzU-¢z- zz
Z W o' „;C a c �w�<U<n�0Q N g�-O V�i�"'oSp
O U H io. Qr�... aZ ��. .9'8£' ti'Ol it w e w v , N F- NLL LL w� w V a
H ., ri' to D _ — � mO� -w a t
Oce 'UO °'. ' ° r` sa �� om =v~iv�ww��tn� w� vwivVOijz� oamw�uull
= o �nuuuuu
£'s.: cn '” z fr w x_ >= w o z m
�Q O .� f�: P� W H �i ° ..8'0£ E'OZ .' a Q .. ��L w a cn m t- d -� m I- m U I- O a LL ad > Q m c� U
U J .N'° .':•o-..... U �6 ado ACV t� d' � c0 11�����4l31U1Y L
Z Q� W Q H H v °, ° �.. l'll 0'8 .6'll oa0 _I Oy foo
O■xOOamw�Vaa
(� x �O rW7 w v i- o as o a< ON00 ' o I� co Q L
U [!] a w $
OM�a- u H G� a ONO w�O� pU �-}O Oz0 Z HU
cp C-+ O p O :' ci, V a z Z N V U i� c5 •v. O O C
Pq � H Q� Q� a zo a¢�' Do Oz z JJ v m x
W Z E -H O U a. m 0 F- O M o. m n m . -10
O 1� O d O Q h LL U... .. V ti of Q `1 w }Uj
OV) W f� H Z �c`\ w a pJ.. 0' M�Z z p d Q pO AZ V 0000 �UC?lL
Y p d V c� Jm J s. a.' 'ON00 z .. 00 o `rn `r r C
U x U w a o rn E ui ci . a CA J k Z in Z C
ZO Y O � a a.'. .86E ..... o o a �i �� o W 2 I N � ��
J O H Q � � .Z'Ol U V o I� U� r I�In .-
FI1 O W Hpffl �. r�k zo �/� Z W r� st c0 oN 'A
W W o V N- a' O Q' O
F- x W 0 ^. c A a a 030 1000 � � li w 0 Ct N O � F- W Z Z Z � [
° ° 0 °1_n ° ❑ ° �m Q� �M Z Z�=d Iw—h�`'� o
O = �� ti J _ = QQQ _
ZD ra N o o w m �C9 Dow f- �ZOU liL�i C
O FO x Ci �w ,w 0LL � O <Wh � www � <
�i -F W (h�) . [ 8'91+1 I o ) CC cr- cr UJ
' Z� < w Z r` _ � l 0 c U U � < C
Q � m� Q Z J 4 < r�= coo C 0 L
O ��% �,BfI O� �� COO �w mz� w �,�CW rr�x
LLI
F -U NF.
m HU �� ��� w LXwaCY O h
N pm \ Om o Gg MQ U �5z�
h
a LV x ��
H �Q�z CE
8 a Z(n Cr L) LAJ
O Q WZw
O ti V) = F-
5; n0
5;no
Q�N N
Q ^II
WIN Y/ 60 00 mII
}�w� Nim U
� a � D (!'1 V) W W Z
H c
w0 0 JO
H W# 94GJ WU0� Qa< Z Lij
wF5 cc-� o =w�Qo UUP m a
S
— 5 V) m U10 Ui
�g 0 3 1
DESIGN SPECIFICATIONS:
DESIGN CODE: FLORIDA BUILDING CODE (FBC) — 2017
MATERIAL SPECIFICATIONS:
CAST—IN—PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 PSI AT 28
DAYS
CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH
ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI
WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN ACCORDANCE WITH ACI 530, THE
1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN
COMPRESSIVE STRENGTH (f'm) OF 1500 PSI.
GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A
MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP AND HAVE A
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN
ACCORDANCE WITH ASTM C 1019.
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE
12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8"
LARGER THAN THREADED ROD SIZE. (UON)
EPDXY: ITW RED HEAD A7 DUAL CARTRIDGE (MINIMUM EDGE DISTANCE PER MANUFACTURES
SPECIFICATION)
CONSTRUCTION SPECIFICATIONS:
FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. A SOILS
INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS.
IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE
ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM
CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. (PROVIDE CONTINUITY OF
REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING
CORNER BARS, MINIMUM OF 48 BAR DIAMETERS INTO EACH ELEMENT.
CONCRETE REINFORCING
REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI
315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE). (IBC 2009: CRSI
MANUAL OF STANDARD PRACTICE, 28TH EDITION)
REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED
OTHERWISE).
UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS
FOLLOWS:
1. CONCRETE CAST AGAINST EARTH ----------------- Y
2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER — — — — 2"
ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL
CONFORM TO ACI 318-05. SPLICES SHALL BE 48 BAR DIA. IN ACCORDANCE WITH ACI 318,
UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS
SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED
"CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR.
LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT
CORNERS AND INTERSECTIONS. PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING
BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS AND OTHER MEMBERS).
PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL
WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.
ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK.
ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR
CONSTRUCTION JOINTS AND AROUND CORNERS.
MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS
PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE
WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY
DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE SWIMMING POOL SHELL
MODIFICATIONS. ITEMS NOT SPECIFICALLY ADDRESSED INCLUDE ANY ARCHITECTURAL,
MECHANICAL OR ELECTRICAL SYSTEM,
POOL SHELL NOTES
• THIS PLAN SHALL BE USED ONLY FOR THE STRUCTURAL COMPONENT OF
THE POOL SHELL. ALL OTHER
• COMPONENTS INCLUDING BUT NOT LIMITED TO: FILTRATION SYSTEMS, SUCTION INLETS,
LIGHTING AND ELECTRONIC EQUIPMENT, GATES, ETC.. SHALL BE DESIGNED BY OTHERS.
POOL SHALL COMPLY WITH 2017 FLORIDA BUILDING RESIDENTIAL CODE AND ALL COUNTY
AND CITY BUILDING CODES
• CAST IN PLACE CONCRETE TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301,
ACI 506 & 506.2. CONCRETE IN POOL SHELL SHALL HAVE A COMPRESSIVE STRENGTH OF
F'c = 3500psi
• POOL HAS BEEN DESIGNED WITH A SOIL BEARING = 2500ps IF UNSTABLE SOIL
CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
RECORD IMMEDIATELY.
• IF BACKFILL IS REQUIRED BETWEEN POOL SHELL AND EXCAVATED HOLE, BACKFILL
SHALL BE PLACED IN IN MAXIMUM 12" LIFTS AND COMPACTED TO 95% RELATIVE DENSITY.
I1
EXISTING CONC. POOL
1'-4"
BASE FOR STABILITY.
POOL FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
I
6" THICK CONC. POOL BASE
w/#3 @ 8" O.C. EA. WAY
00 CENTERED.
0J
OO{� 0 ,j "; N J O O O O .Or O O>
`�°O
C
G JO
,
0
O J OC CO O 7 C O O OO G � o
O C� C r-- O O O ? G O G O > O O O O OC J
O
C`
O > O �O O O C
O0 O O O } C O O
O O O 0GoOC , G G ;c) O 0 O
O O O �GC C i rO G O
O C 7OC C o � O
°°'r.) C vO G O Ov O O CC G O C O G G
O O O GO C O O O O O 0>0
r, C 0O O G O O C0,`, 0,0000 00 O G C G • OG
i O O C- O O O_ CCo. O
O'
POOL SECTION
P-1 SCALE: 3/4" = V-0"
#4 HORIZONTAL @
8"o. c & #3
VERTICAL @ 13"o.c
i
PROVIDE 3" EMBEDMENT
FOR DOWELS INTO
EXISTING POOL SHELL
(TYP)
POOL SECTION
SCALE: 3/4" = V-0"
1.5 PCF EXPANDED
POLYSTYRENE FILL (TYPE II
— 20PSI FOAM BY CARLISLE
OR APPROVED EQUAL)
12" THICK (AT TOP) FLARED CONC. POOL
WALL w/#4 @ 8" O.C. VERTICALLY & #4
@ 12" HORIZONTALLY FOR FULL HEIGHT
OF WALL FOLLOWING CURVATURE OF
WALL. PROVIDE ADDITIONAL LAYER OF
REINF. AT CENTERLINE OF WALL UP TO
SPA HEIGHT.
CHIP DOWN
1Y2" RECESS
EXISTING DRAIN TO
BE ABANDONED
—7%6"
0
6>—o)„
00
QO
C' C>
`o o c1'C r, rG C„
!' \
7� O O 0 O
C 000`>000 ,G(t00
JOOC
00 1G
1'-4"
INTENTIONALLY ROUGHEN
SURVACE TO 4" AMPLITUDE
(TYPICAL AT ALL CONDITIONS)
6" THICK CONC. POOL BASE
w/#3 @ 8" O.C. EA. WAY
CENTERED.
111— 1.5 PCF EXPANDED
f4'-0" POLYSTYRENE FILL (TYPE II
20PSI FOAM BY CARLISLE
OR APPROVED EQUAL)
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-,0908 Fax. 241-9557
FL: CA# 8344 SC: CA# 3579
Luis A. Pontigo, PE
FL PE#53311
REVISIONS DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO & ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS- ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO E
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
z
0
4<
w
Q
o
W
=
C2U
Q
J
W
Q
m
0
a
0
Ln
=
in
U
Q
m
POOL
FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
IBACH POOL
DESIGN/DRAWN/CHECKED
WAC / WAC LAP
DATE
03.13.19
SCALE
AS NOTED
LPA No.
CROW -19-00212
CONTROL No.
POOL
SHEET
P-1
SHEET 1 OF �