Beach Avenue 2093 (5) oudw
ROVISIONE3 By
'13 =0
gj p 0a
%=.
t:cx.CL E
too 3 G CL-2)
wo (3 ce&
1:� Pp-
a=*J.11?4
Isis v .9
21.1
L>w"d is Z.j for. 4a.V.p I
tit
A4.jq,
.......... ...........
eGACH 6
T-F
Ill, io, e� 'V 10 1 1 1A 1'51 1+ 1 ti, 15 14' 15 1 Z' I V I d 15 7'
LONGITUDINAL 939CY10N
0
,41 4AJAt;)` 41.1,r, g9
45.8,-4"
4
R,,e e.7 do=,4:::p srco 4a 0I p L.
A>6edw- AljI 4sr,4.0 DO.c'
=3 6m 14coe s�l v 6w J,4 45 X /,T 77"a oOl-CIed-r
F
',v a 1c'0aN4:1,4 Z/0 Af(4 -20 1 6r/-e v zr 5�,
--I
r- " .-- 4S-S IL
Pcrrd-, P""/- aln'z ad
R,A-6 dOV 0 VAJ f-)#q -r,,7 0eeoIp 4&rf �r r"dr fel jr0I 4::� x
LONGITUOINAL SECTION
u
F 7 w
171
vq T
15' 1+ lot
/Iz-P,1E'-C)X i Mg 7-c!5 cewzsriy- z::w1-14d`re-i-o1cr14:2Aj
/-/Aid" Ijp xvve 41Aje la,�10040 ZIPOVe
0
vie
R
r II e-
0 0.4 -VI-14 AppROVED PLAN AS PERMITTED
-TwRcf-,I 1111 141 e4eoe j-,4,ej.;t -7.w e, Dy0yFICEOFBEACIiES
AND COASTAL SYSTEMS
4) rlz L sle.�ce- roreal-t r 3 FLORIDA DEPT.OF
]ENVIRONMENTAL PROTECTION
203.43 Ar. APPROVED CONSTRUCTION ANT)ANY OTIiFR AUTI IURIZED
ACTIVITIES mUST COMPLY WIT11 ALL CON UITIUNS OF I'l I e w
pFRNjIT.CONSTRUCTIONANDACTIVITIES ARE sTRiCaLY
awl,lq A X Z4,14 If- (,941 kle LIMITED TOTHOSE Bani silOwNON THE APPROV41)PLANS
,I pooe er -p I I I ROJEerDESCRIF-IJON.TIIIS IERMIT >
ANDLISTFDINTIIEP ITS
4rA1;r,0-Y is issLIED PURSUANT TOC1,11,164F-84AND OTHERFE N
X-4 IMAY DE
x w
FERMIT NO.
NVED
AJ 6; -1 40 40AJ 4 a
6 X i IS
W
' 0
&
e 1 4P 7.0 e* Y. 114 c5/1 13
x
a w
X�
RECEIVED
e-c- P4f 4rAe e"I V.
zo-
DRAWN
OCT 1 - 20'
u u
OFFICE OF BEACHES
r adrlo
fL- P;r, \1I I CHOCK60
f V4 COASTAL SYSTEMS
r 7 ;7,?,
"0060/41-1 cOXISr-11I AA004), OATS
u I us
SCALS
817M PLAN
JOB NO.
SHday
&Ac" Au
Q F epAl(ZF OHMSTO
M,
ALM"PXATAUr W 196A 2AX36 41-1-
7
DESIGN CRITERIA
LIVE LOADS-
FLOOR DECK...........................40#/sq. ft.
BASIC WIND SPEED (PER FBC-2001)........120 MPH, WIND EXPOSURE V, IMPORTANCE FACTOR "10 1.0
(TYP.) GENERAL STRUCTURAL NOTES-
1) IT IS ME INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE
WITH ALL APPLICABLE CODES AND REGULATIONS.
SPA
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR
TO COMMENCING WORK.
3) .CONTFV�CTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS,
ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS MD PITCHES AS MAY
BE REQUIRED BY ATrACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS.
4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
A 14' x 25' POOL A
5) ALL DETALS AND SEC11ONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO MY SIMILAR SITUATION ELSEWHERE IN THE WORK
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
6) SUBSURFACE SOIL CONDITION INFORMATION IS AVAILABLE. POOL & DECK WERE DESIGNED
TO BE UNDERPINNED BY HELICAL STEEL PILES. CONTRACTOR SHALL REPORT MY DIFFERING
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
L
7) IT IS THE CONTRACTOWS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND
SEQUENCE TO INSURE THE SAFETY OF TliE BUILDING AND ITS COMPONENT PARTS DURING
12' DIAMETER ERECTION.
SONOTUBE CONCRETE
ANCHOR (TYP.) CONSTRUCTION NOTES:
CONCRETE:
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI
COMPRESSNE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE.
2) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 3010
ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS.
3) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE
.LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24*, WHICHEVER IS GREATER UNLESS
OTHERWISE POTED.
B 4) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches
SLAB ON GRADE......................................................CENTERED
5) HORIZONTAL BEAM AND FOOTING WS SHALL BE BENT V-O' AROUND CORNERS OR
=1 —0// CORNER BARS WITH 2*-0" UP SHALL BE PROVIDED.
POOL LAYOUT 3/8
6) CONTRACTOR $KAU PRO0E SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT
REINFORCING STEEL SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SKALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL
7) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED
OTHERWISE ON THE STRUCTURAL DRAWINGS.
8)-ALL CONCREtE WORK -SHALL 13E IN AC60RI)X14CE WITH *THE BUILDING CODE REQUIREMENrS
FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS* AQI 301.
GRADE LINE 14$_04
-4 GRADE LINE
12
�xr;__,11 7
3
TO BE ESTABLISHED These plans and specification shall be subject to approval 13 o thestaff dshall u
incl de
r ru an
or reflect certification that the pool has been designed not to incrmc the risk
ofdarnage
3000 PSI to adjacent dwellings during coastal storm events,
6# (TYPICAL) 6#
#3 TEEL RODS ON
X, S
6 O,C� (TYP.) -3000 PSI
_L_r A 11;� I �;--v . Ifiese plans are designed to be in compliance with the starl,'As
(TYPICAL) 6
A established in seciton 62B-33.007 Florida Adrrtinisuadve code.
t
(4) # 4'S (T Y P,)
/-OR APPROW n PLAN'AS Pioi
By 01
AND COAS'VAL S1 s`11�ms
6 MITTEL)
- 12' DIAMETER (TYP.)
FLt; l )A DEJ1 1'.0 F
#3 TIES ON 12 (4) # 4'S, (T YP.) 14WIRUNINJEN rAL yR0,1,EC,[ION,
O.C. (TYP.) - 3000 PSI APPROV-ED
CONCRETE -1'1V1T1ESC1DXS1RVr-*T1()N AND ANY OT11 F R A Uirl toll I z F,1)
DIAMETER (TYP,) A(,
?4tJST COMPLY WITH ALL CONI)ITIONS or I i I Lp
CONaRIXFJONAND
ACTIVITIESARE
6 ly
#3 TIES#* ON 12'— 6 "'N"'"DIUMOS19 BOT[i 6111OWN ON't 11E"J'140VEI)PLANS
ANU LISTEDINTIIS
O.C. (TYR)
'4'SSUED PVRSUANT Ty CIP 161,Fs,,LND 01,11Lit
AIAY BE VAQUIRM
�W41D111---j
GENERAL NOTE*
A- 'L11L-A
V-00 T-Off A,LL DETAILS OUTLINED ON THE DRAWING PURTAIN-
STRICKLY TO THE POOL STRUCTURAL REQUIRMENTS
81-61 a -Of
SUCH AS CONCRETE POOL SHELL THICKNESS, STEEL . '
REINFOREMENT & ANCHORING. ALL ARCHITECTURAL
REQUIREMENTS AND POOL ACCESSORIES SHALL BE
YP , SECTION THRU POOL 3/81/ = 11 -0 // TYP, SECTION THRU POOL 3/8// = 11-0111 ESTABLISHED BY POOL INSTALLER GENERAL
CONTRACTOR.
ANCHORING OF NEW SWIMMING POOL/DECK A.C. N 0.
@ 2093 BEACH AVE.
ATLANTIC BEACI-1. FLORIDA DRAWING NO.'"
S- 1
DRAWN By. RHG APPROVED BY.
APPROVED ay. SHEET NO.
DATE. 4/02 LOUIS GABRI�.'[. P.E.
SCALF- ASNOTED
so lot OF
6'
T-11
I L _11
I E---T I
L__M-il
1'-0' (TYP.)
B
DESIGN CRITERIA
LIVE LOADS:
ROOF..........................20#/sq. ft. FLOOR DECK...........................401/sq, ft,
BASIC WIND SPEED (PER FUC-2001)...... 3o MpH,
WIND EXPOSURE "C". IMPORTANCE FACTOR "1" 1.0
GENERAL STRUCTURAL NOTES:
1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL
12' x 30' POOL /I A REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF
lotil do I *.* CONSTRUCTION MD OCCUPMCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE
b�o WITH ALL APPLICABLE CODES AND REGULATIONS.
_41
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR
TO COMMENCING WORK.
3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS,
ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY
12' DIAMETER BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS,
4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR
SONOITUBE CONCRETE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER,
ANCHOR (TYP.)
5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN,
6) SUBSURFACE SOIL CONDITION INFORMATION IS AVAILABLE, POOL & DECK WERE DESIGNED
TO BE UNDERPINNED BY HELICAL STEEL PILES. CONTRACTOR SHALL REPORT MY DIFFERING
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK,
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECT-ION PROCEDURE AND
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING
ERECTION.
CONSTRUCTION NOTES:
B
CObLCRETE,
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 300.0 PSI
POOL LAYOUT 3 / 8 // - 1 / - 0// COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE,
2) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301.
ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS,
3) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE
LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER 15 GREATER UNLESS
OTHERWISE NOTED.
4) THE MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 in, MIN, FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches
SLAB ON GRADE............................ ........................_CENTERED
5) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT I'-Do AROUND CORNERS OR
CORNER BARS WITH 2'-0- LAP SHALL BE PROVIDED.
6) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY To SUPPORT
REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
7) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED
OTHERWISE ON THE STRUCTURAL DRAWINGS.
8) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE 13UILDING CODE REQUIREMENTS
FOR CONCRETE* ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL
FOR BUILDINGS" ACI 301. CONCRETE
321-V HELICAl qTF;'l 01rolz FOR UNDERPLNNLNG
1) ALL STEEL PIERS SHOWN ON PLAN SHALL BE SUPPLIED, FA13RICATED AND INSTALLED
12' GRADE LINE 14 BY QUALIFIED CONTRACTORS SPECIALIZED IN UNDERPINNING SETTLED STRUCTURES,
Ae 2) ALL STEEL PIERS SHALL BE INSTALLED AT LOCATIONS SHOWN ON PLAN & SHALL BE DRIVEN TO
DEPTHS SUCH THAT AN ALLOWABLE COMPRESSIVE LOAD OF 10 TONS PER STEEL PIER CAN BE ANTICIPATED,
12' 12' GRADE LINE PIER SIZE & SPECIFICATION INCLUDING REQUIRED PENETRATION DEPTHS SHALL BE ESTABLISHED BY
BY PIER FABRICATOR/INSTALLER.
3'-6 TO BE ESTABLISHED ll::�. T-r-.
-FRO-Mil
3000 PSI
6
(TYPICAL)
VARIES
V 9
s- ir N T GENERAL NOTE:
#3 STEEL RODS ON 3000 PSI
6' 11C, (TYP,) (TYPICAL) 6,v
Tir;,;,-;,I r ALL
t
61-00 A DETAILS OUTLINED ON THE DRAWING PURTAIN
__t�j . STRICKLY To THE POOL STRUCTURAL REOUIRIVIENTS
(4) 4'S (TYP.) r
1-00 - T — i I Iff --- SUCH AS CONCRETE POOL SHELL THICKNESS, STEEL
6/-0# 6 REINFOREMENT & ANCHORING. ALL ARCHITECTURAL
12' DIAMETER (TYP,) REQUIREMENTS AND POOL ACCESSORIES SHALL BE
00 #3 TIES ON 12' (4) it 4'S (TYP,)— ESTABLISHED By POOL INSTALLER GENERAL
0,C, (TYP,) 3000 PSI of CONTRACTOR,
CONCRETE �k -#--12' DIAMETER (TYP.) F
6"-Op #3 TIES ON 120—t
0,C. <TYP,)
"J
L
J
71-00
7 0'
B B /
A A
TYP46 SECT11IN THRU P110L
TYP, SECTION THRU POOL 3/ 8 ,, - 11 - 0/1 3 /8
ANCHORING OF NEW SWIMMING POOL/DECK - A.C. NO.
(9 2093 BEACH AVE.
ATLANTIC BEACH , FLORID DRAWING NO.
LU
DRAWN By' RHG
APPROVED BY!
APPROVED BY: LJG LoUiS
Louisi. ja6r' Z
DATE: 10/02 9610 Wrokrn OakOrvd SHEET NO,
AS NOTED Ja)C., T132257
SCALE- OF
RISVISIONS BY
..........
J4.LU,J_
7-1 1 7?
iFr i T' T
to a '�y lot 11 12 iz, it, ;d
LONGITU-PINAL SOCTION
PIS
-j
i
Deco
4=
ICU y
45 'ecs-r Al�r& FVVv LL
u
ir-ON G 1 Ir U 0 i N A L 9 61 C T I C I N
lot
p, 171 14' to*
v4aep Z014e. cVM rAzal- I-Mde Irl.a AV 4), �rzl;'/-)d r All-le ,low 'j
ve"
La
1-�"eo'Qeld r*0 1.IAI Ce
174 rif
tz
13
0 w
(U m
I f-A 1,
DRAW
u ZITO-I CH 0"Icee-C-T
rAl
CHECKMO
EE
13ATO
SCALB
SITS PLAN
JOU NO.
SQALUs
Op aAle skiggl
NATVA04 PJMTFASl No.186A-24x3�0 1,416 )CA
6JQ