Plans 2263 Oceanforest Dr W (vault) 31un
SHOW194G BOUNDARY SUR'V"EY'OF
LOT 2, OCEANWALK UNff THREE., AS REC61RDED IN PLA T-BOOK 42, PAGES 74, 74A, 74B AND 74C OF
OF THE PUBLIC RECORDS OF ST. JOHNS OOUNTY, FLORIDA.
Am 0^0 /.I� 1-s-4-/I'v)
04;
�'T�p ws *1
-w f"7)
*.do &Vg.o2,
k
k�
sew--,o,1r -d erlz 171&5 k�'
s
r
;7: Z Wr]
OZAR'NGS ARE BASED ON THE WORTH LINE OF
LOT2- AS'DZING 5.112-36-07-E. BY PLAT
DOOK 42, ACES 74 74A. 748 AND 74C or
Tilt CURRENT PUIILI�
RECORDS Or DUVAL
COUNTY, FLORIDA.
s
NO UTI LJTIZS L40CATED EXCEPT AS SHOWN.
-'f THIS PI1OPXATY APPMARS To Lin IN FLOOD
ONE WHICH 15 THR AREA OUTSIDE THE
ZOO Y;,AR*.rlooD PLAIN BY FLOOD MAPS
rVISKD APRIL 17, 1959, COMMUNITY PANEL
R
NO. 120075 0001 D.
BUILDING RESTRICTION
LINES SHOWN HEREON
ARE BY COVENANTS AND RESTRICTIONS As
JC
RECORDED IN OFF JAL RECORDS VOLUME
614 1, PAGE $55.
vi
CURVE
=DENOTES ANGLE
x C11 DENOTES CHORD DISTANCE
iu-
v X R DENOTES LENGTH OF RADIUS
A DENOTES ARC DISTANCE
Y
yve 4
T.
1�9 .197
"'07-ru, �d .04041,gp-Z
1w. !For.ra a'
'o
BEAM SCHEDULE GFIORAL -OTES$
6 1 0 ir 1. T)II. b- d"go""d Is �C-d-*
,"14- 4 1 .4*a, "al
lit-dard BUIldl
-0 A& -9 code. 11IM-4 two edition..
I , Fvp,.A ft-7. I 'd to.P--%
we(Inj T""NESS-1wi JIAXIMLNA MAIN CULAR SPAN FOR A GIVVI SPACI L.L. 66
171� -V-tth the M1.1-
ago. Alt-I 12;r-d
To Tt *ta- *#.,a- ela ;b FN9tcol*w7nd*voqojrmamnt tvp
'Zific.11y &%ft the mem,
2. Design wind Ie"#
top* .0$7 .0" 8,V A'-,p 1-de '7'-t* eo'-Nor &-V 4� Ca'19' `011 15 Kelp 13 in and see
a jr!er is'Id, T-1 .40 V�*- it-":: 7 up and dome
-1;
10'00' 10'-Or IS'Z' "o""oo .1"2P I r-� -"Or-rez%AT. befleCtieft I.I.Itt Open to Inch".1460
S. licrown fabric spenko. hall
be WX or greater.
NO, 4. MI 1-1- ".it be.. ah�w, an this dr_Ing.
To #Uwm=thicknomG shall be 0.0370 with standmI,d taleve,c
r Jo'-C-dance With it- 'Aluminum Standard* and Data. 1;;r
41.0 12 .040 .0-SPI ITl-' ll-2* 110-4- #rAl' 140'1' 16-'f' 14LW� 14Za 1-44t by the Aluminum^.mactmejen IftCariNWatede
USElty To COVER 75%Of KB 4?L9 SPA.% ahl"t . D.C.. -
I-INSERT 11 "ArUffil0ftS Sk-11 be 6063-M alloy-1see othW-
Ira,I.M 1z do .0 .11W jW.Ij* 206* tVar C+tvjorslao torl-le 1tor-'-V III-W, ROX BEAM ..SNAP BEAM. ti-noted.
FCWI 6L.5&nA ONLV) I
2024-T4 a wainuoI alloy, jectra
(BB) iSB). hot dipped O&I-I.ed t-I 300 -1.0
1-40, j '*'0-8 Inleas steal.,
'7 tv 4)0:4,r t-j'-air fj�.dr jj'.q� "Irl vwsa lww f#I-ej CIL4r scrave shall be 2024-T4 Aluminum&&Jay or 3W �Iso
7. IPA
litainlese steel.
L- 071 .4�10 44Ls! 441-71" 4e-114 4r-Sr 40tV 144� �W-e -)7'61 .007* IL M I a-vaosion anchor*omit be golvenaged or stainless steel
here ar ow11ant Strength
anchor% Z411 ponat'.t. the Concrete
*ago of I' Is addition to pmnot,atg�g the cr 0
'7 .00 thickn *,:I any finish"two&& applied mI,top of %pm "ab Uj
Ic - - IL, Piancrat"o d w top A minimus compressive strength, at 26
-.LAP-BEAM-
oll-al" ILBI mating a mint
pays9tof 2300 psi. Concrete mixture and placement to ly 0
he provilano of the A.C.I., current edition. c::p
NSBIXT 14.11"-4 ft-v 11 *Av,-*� IAL-701141-d loith U)�
10.
0AI
steel shall be ^-613, Brads 60
on. W.Ided wire fabric shall comply with A.8
A L P I,"!- tite crie ALT. L41 o puo M�
ft"M 4 - - . >_j I,
1160AMS SPACAN=A SPANS WITIUM DARKEHM AREA CAM se-ATTACIMED,TO THE FASCIA US" ff LL
[j o*j7' It- �os`m:o sum-ft" shall be V-01. Shoulit awai,hang --c-"
FASCIA OR OUrrEN CONNECTION DIETAILS 04a;"ON THIS SHnT. him I
Its -trwCtw-1 adequacy hall be verified by 0 Cl
professional engineer. Wood loscla shall kawe a nomInAl Z
COLUMN SCHEDULE,(BEARINGNALLSICS) thICI ' -0 of 2* and shall be In a sound structural <<Z--
condivion. z tr)-
12. Dow 1.chas I lemures shall be 30-go abowe the W IT 0!
Id and 0.cl;
1khroshefi C I closing. . y
J=(�j :.1Nrbo "WIC
MAXIMUM CLEAR COLUMN HEIGHT FOR A ClIfEWIPACINd
13...Electrical service drop conductmII,*mr other ovw1mad wiring W
CORNER COLUMN'- "It net be Installed 0~ any part of any screen wo Wj
11 T1 Ta 41e *9' Woo Stl- cot-Av- J�tg., enclosure. Z- z
14. .Any astailit anclasure Within 3--C�of the interior -11 of (); &
Post %halt be electrically borbded and suitably z I'
V 01L,,- 84d f"t., PERIMETER MEMBER 6-losing accordance vit%Mg.r.
ground" In
OL A.. "Inimus "it bowing proams,.shall be 2000 pat.
16.r Cobt es shall be stainless at00% a" shall tur,m a minimum
,*Owl -0eIP al"110d W-Or JV-I' IL'q' '114? al".641' *'-14! COMPONENTS tensile COPOCitY at 1200 Pounds.
EETRUDED ALUMINUM 0 x A k-ACSI-!�Xvw
-7W
71 Id, Lj_LIB-.
-Sep I*
A.
F`
L-A=S IT
-+L.0 -Z 1,49 .0-10 it'Id III to woolr wt:e 4r d0o" -44P OR TR= L r
LA:-%`9�v
1.01 )
Is kv.,P-* I.-Te
*-,a' ww tv-rf Wall 4-a
f1a,21 III I. z
1,FA.4,01C 1 or io f-M To 0.4. r <
lv-v� 1114P liv-sr la-0 191"o, -r- 02 9
t11.1 -:11VI
I W/
to-101 tail e
ve-1, . I Id.ZIC W/4 v so C/)
P�Z,'ro -AL.evz" -2 r-
*,o* -41-
vI,--I* 101r, 1w-V v.voxv*"*A-24U� LU
-no A&qeoii. V X V
P4�*TWA
EMING WALLII COLUMN&WHICH RECEIVE BEAMS; CLEAR HEIGHT.OUTMC9 Mal SLAM To BOTTOM OF,NOOF SEAMI w >
OS tig-Tfftll&OLD BEARS.TO BE USED WITH 4SL&L8 GLA COLUMNS 04LY an 09 or- -W 1,.t 1p".s de
T)"PtI.4 t�7.Lj I X4 r- -- cc
COLUMNLSCHEDULE-(NOtILBEARtNC.-WALLSI�D A A.6.---Go6ocnrm �5
A
SIZE ft4 40! FL.A"-46--,U dt..C1d-,,o*`.'14,2^AL. Lu LL
TMOOMSMS(wi. MAXIMUM CLEAR COLUMN FFIT P,0T.0IzC7 *,-v To cr :D
rfpe HEKW FOR A GIVEN SPAC04 Mo.. # z
.6.., -Z or 0 - F PC is I�.Pt:Pwk;912 W/ D Z UY)!O
T Tt +io- W-0 -W-0- rt-IwI .1. 1`4071ez,-e 0 *�N ve z*e x_:;1-4'A.L Lj W/6 0 10 01
At Q. Co
.,qrPv Pe- WILIB" .1,101 A,-Ir A,(;v 9P,08 '11,110 -74* 71-+� 1SECTIONI Mat,.4LvL ALANL 0 ce)
-.1 U)):z
LL
ry FASCIA CONNECTION DErAll -GUTTER CONNECTION DETAIL(MANS4 0-9"PL-,kT z ��v
w-w- N-18 z
40CLFS) W
(MANSARD & FLAT AROOFS). !CTX NOTE;GU"EN CAN BE INSTALLED"CXWARDS as,:F-7 -�z
L
I'x9--,q*x I,X-040,111: F THE SAKE DEXAILAS SHOWN ASOVIL tin CL
OUKPIPROVED '0 :3 CLO 2
.,�6+0 C.10 We It"W1 191w Itl-e [I*--v
.5��TO W- wffAm Oil&A. CITY OF ATLANTIC BEACH 4'-
BUILDING OFFIC Z
oto 4.,Oor P1.1,10 0-41, rr--r 1*110
- AL.aW-6j-f4
to-tv'
'I PLAN 00%ELEVAr*N NOV 141991
I r 3
fltj.-,w soW ".A.4' iolv-e vi!.11 a-4 to'r .?V S�j
ALTERNATE 2BB CONNECTON AL.ZOL.
SECroo"
ffO.BEAM OR COLUMN—'
BEARM WMJAR-CCLUNM WIN"RECEIVE=PURUM4 �:TTr) 2BBCONNECTIOtt-10-
Iietn marort wuniz raom w-wro sarrom OF moor
L
PV" KTA -on.Pr
BEAM OR COLUM11 ... ... PA
.5PI-0 C .16 &L. a W/ We"IL I In 2 4
KT.L .-Trom.ewe a."aulL A.XL-A=
L V4
RPM-ft M Pvr�f:tr!4tRvA. =LJA4.10K T"U14900"',
LAL"TII-sA"AMJ1�0-17r. IAK.91 71\
W A I
9
1%-2 Iny 41
'T
Cl
Ib Lill
VA r%x:rn.,,, U�Ivw nom 0061,ovol,4,5,cr,460 A
am
j�d roft-7 L-0 6 L -T=;"
4t.
lor'C.WIP TO D-
I* TMbt�TART AMA BEAM VWVI.COL SftCU4Q
YMOUTARV AREA BEAM 3ftHn I COL SpACMQ
It,4-6. MONCTM ELEVATION
T�rg no.
draw
TYPICAL BEAM & PURLIN CONNECTION TO COLUMN COLUMN TO FOOTING ANCHORAGE ' ALTERNATE COLUMNITO FOOTING CONNECTION _Z
01-r NCT*m 01-V. 9O-Z3
EXIST REPLACE EXIST WALL & r�'j
BATH FLOOR TILE & CABINETS
L
LD
..6w,
EXIST EXIST FLORIDA ROOM
t__ 5EDRM -7
*PALM *PALM OPALM * CLOOET IN PLACE
j511 OAK OF C!XIST LAUNDRY
0 4" OAK
r1i 251 UTILITY EASEMENT
x rl
* / 01411 OAK o12" q)AK2
-4 -0"H-0*K'_ F-1 Vow
F ol
r1l 14" OAK
up
>
0 d1611 MAGNOLIA
A
14" OAKOI
Cq
0
co
z !Z
I
Uj 17.4'
04. EXIST EXIST
-ol SETBACK FAMILY
40* 1
0"'1 165110 OAK
C14
001 145- OAN SETPACK EXIST
O)l 0 REMOVE EXIST" KITCHEN
0 1411 OAK PLUMB'G FIXTURES EXIST EXIST
EXISTING LIVING
ONE STORY MASTER
RESIDENCE
RAISED CONC
FLOOR
6�'
�)'V$
MASTeR SUITE
XIST ADDITION
PAVER BORDER & DRIVE xi B L A .........a
DIVIDER STRIPS 2116P K W.H. xi TE NERC L
ASED 5611
AT 84- O.C. rKr- REMOVED W.
1211 OA ZL '2211-iJR IN
GAr#AGF- EMOV w PLACE OF -------------- ---
AWITION 21. /9 .31 0 "OK 2411 DOOR
7: — LAUNDRY
CK 0 IVC, -qr- - K 0)Itj 0 --------
0 co coo TILE eXIST CLOS T
'1U
0 0
161100AK L-�!ju
0 J #)<= / WAS141F SINK
I C14 C14_j C14 CARPET
4-10" OAKS---I OPA 0) 0)0-0)
Re-M1OVED 61411
611 OAK. OAK 4) DRYER E:
---------------------j
EXIST WINDOW
0 OAK 46 6 TV 10
joix,,101 JEA I 1 )4 REMOVED
-NT\ 0 Ki 00 ot-tow ;t - . .. EXIST DINING EXIST -_I
EAgEme 4. F, I OD/&-r I. ,
.591 HALL
r 11 �—
CARPI!
co'
'RE
EXIST U ITL
& PDRIVe
6211b I U
6. 9W.
PL
�p
C12 4
5 E CH..47.. 0 L j _--RELOCATED PULL-
L R its .67, '101-211 DOWN STAIR F CLOSET
0 11 z
CARPET
NEW 4# CONC DRIVE 22B
W/ PAVVR DIVIDER Sit OAK 411 6ONC WALK IN
"��.......... CL
STRIPS IN PLACE PLACE OF EXIST W/ STEAM
OF eXPOT DRIVr -----------
WEST
p4roltr-sT PAVER BORDER W/ OD & SHLF UNIT
Oce TROWELED CONTROL
TILE BENCH
JOINTS 0 54- O.C. __1
z SLOPED TO DRAIN
LOT 2 OCEANWALK UNIT THREE SITE PLAN 0 L
AS 119CORDED IN PLAT BOOK _j ISHOWER I
111 201-01' VALVES
42 pAGES 74-74C OF THE — j
EXIST GARAGE
C RECORDS OF DUVAL 51 11 0
PUBLI
COUt,*TYj FLORIDA. BATH 4C
CA
I .. I =0
-4 TILE r-
WR
ILE
L 0
CENTER LAVS, 0....... 2211 SO SKYLIGHTS
WITHIN CABIN T
OPENINGS PULL FIT T MPERI� W/ INTEGRAL FLASHG
z GLA%S PARTITION
TYPE OF CONSTRUCTION: TYPE VI UNPROTECTED
I W/ 459b" GLASS DR X� �A2)
0) A2 APPROVED
1z"e 1z 1V J _j WY. OF ATLANTIC BEACH
x
TA LE 1 COMPONERI-AND CLADDIN 0 tu BUILDING OFFICE
9 5-1211 DeMP SHLVS 5-1211 DEEP SHLV* ELO
12E!SIGN QRITERIA AND LQADS MIGN PRCSSURC J
=J - - - - - - - 7 060 SH cq� JUN 0 3 2005
7 UjF — — — — — — — - z --ja C'
one 0 F
LV $-2411 DEEP SH&V 0
BUi1jW2_C2" 0819ndtio Interlori Zone E n d ZoR* 8-24" DEEP SH 1 41-011
2001 riorida Building Code (poh (pof) Cl, VERIFY DIMENSIONS TO -.C— 17
Cod,&_ for Design 1-2aSis Effectiv /ALIGN NEW WALLS & NE A2 NOTES:
ANSI/ASCE 7-08 Wind Area BRICK VENEER W1 EXIST
1 31-11Y411 1-1011 ' 1_2 1-11Y411 1. VERIFY ALL DIMENSIONS.
(Cd= 1.25) 0 - 20 of +48 +48 -00 :1 2. ALL DIMENSIONS ARE TO FACE Or- DLOCI�, FACE OF PLYWD,
lr�2'_Chor'dj SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS
Top, C�hord *ad Load 7 pof 0 -
Top Chord Live Load 20 pof 21 - 50 of +46 1-49 +46 -47 FLOOR PLAN fhj OTHERWISE INDICATED.
bottom Chord Dead Load 5 pof 0 ADDED GARAGE J a
T I e) 1/411 a 11-011 EW EXTERIOR WINDOW (NOT RMLOCTAED WINDOWS) TO MATCH EXIST
Bottown Chord Live Load 10 pof CONC MEET WIND PRESSURES INDICATED IN fABLE I ABOVE.
+43
51 100 of +45 -48 -42
(Cdw 1.60) 1 IGN MEETS WIND LOAD RC-QUIRr=MENTO OF THE FLORIDA
Wind—L22d114 LEGEND ILDING CODE, CHAPTER 16, FOR 120 mp�4 WINDS.
7-9a, 3& Gust 120 MPH 101 200 of +42' A-45 +42 -49 -R FOR BEAMS, JOISTS, & COLUWNS SHALL BE SYP
ASCV 5. ALL TIMBC
exposure Category C EXIST WALL TO BE REMOVeD 02 (SPIB) OR APPROVED EQUAL. STUDS CAN BE SPP #2
importance Factor 1.0 �2 EXIST WALL TO REMAIN ALL TIMBER SHALL HAVE MAXIMUM MoIsTIURE CONTENT"O)
END ZONE DISIANCE, a 51 R)iT!Alft
Buildong Category 11 6. EXTEND EXIST HVAC DUCT AT FAMILY RCAOM TO SE
2"77Z NEW WALL
Enclosed 41 LAUNDRY ROOM & EXTEND EXIST HVAC DUICTS AT MAI�T-
interior Pressure Coeff 0.56 -7ZZ=NI!W BRICK VENEER BEDROOM SUITE TO SERVE NEW BATH eXlrENSION,
C&C Design Pressure& (boo table 1) 414 1
SHEARWALL W/ 1/211 CDX PLYWD SHEATHING
ReLOCATE ON 2x6 SPF #2 STUDS 0 1611 O.C. SECURE W/
AREAS:
1 0 0 SH 8d COMMON WIRE NAILS 9 511 O.C. AT EDGES
LOT 1614" Sp & Oil O.C. IN FIELD. INSTALL SPP #2 5LOCKINO.
r
I rol- 11 AT ALL HORIZONTAL JOINTS. INSTALL 1 SIMPSI;bN
L I- I L 41-011 1- L a f-
HTT16 W/ 5/8"x1211 ANCHOR BOLT & W/ 18-16d NAILS
EXISTING HOUSE 484o sr
TO STUDS AT EACH END Or SHeARWALL SEGK*NT
MASTER BAtH ADDITION
TO CONC FOUNDATION BELOW. PHARR RESIDENCE ADff* ON
ADDED GAR*GE 2*1
71-111 -2 41-1011 71-111
EXIST PRO PORCH 40 2263 OCEANFOREST DIRIVE WCST
EXIST REA PORCH 5%5
EMPT-W& 211-411
ATLANTIC BEACH, FLORID.A
REALIGNED XIST DRIVE J
RVIOUS 7142 SF 43.8X Fisher & Simmons Architects, Inc.
Jacksonville Beach. Florida
1510B Second Street South
own 0612 TS ldjw S g5ft 6/61/05 1
0
FLOOR & SITe! PLANS
A 1
EXIST ROOF
PASTEN CEILING JOI%T TO 12 12
FILBERGLASS SHINGLES MATCHING eXIS RAPTER W/ 8-12d COMMON ar
OVER LAPPED 50# fuELTS ON 1/211 COX NAILS EACH END
Pt,YWD SHEATHING ON US SYP #2
RAFTERS 0 2411 O.C. ,PLATe TO RAFTER Tte AT
DOLE 2x6 SYP 02 TOP EACH RAFTER r-Q TO, SIMPSON
PL.ATe W/ SIMPSON SPH 12 HS W/ 10-10d NAILS
W1 10-8d NAILS AT EVERY - a I I INN-
O-THeR STUD & EVERY HEADIR R-50 1=1GLASS. INSUL. I I 1 '"01
KING STUD CON . W/ BAFFLES—,
12 1 12 12
ALUM eAVE DRIP 1/211 GYP 5D ON 2x1O SYP #2 ItEtE��'1w SKYLIGHTS
OVER P.T. 1x4 ON CEILING JOISTS 0 2411 O.C.
- MAT
I)tS FASCIA CH 1/211 GYP BD FIBERGLASS SHINGLE FIBERGLASS SHINGLE
EXIST x ROOFING MATCHING ROOFING MATCHING
P`j-WD SOFFIT W/ tu EXIST EXIST
1-011
DIAMOND SCREENED R.O. HT. 0 WINDOWS
VCNTS - MATCH EXIST 'VMATCH
EXIST DbLe 2XIO SYP #2 HEADER z
5/811 CROWN ON TYP UNLESS NOTED
I--
rRIM - MATCH EXIST W/ 1 CRIPPLE & 2 KINGS U) PASCIA ALIGNED W/ 1313 -ASCIA ALIGNED W/ &
MATCHING EXIST
AT EACH SIDE x < MATCHING EXIST BRICK BANDS
MATCHING EXIST
WATCHING EXIST J
K COURSE R-19 FIGLASS BATTS CONT (0
WINDOW ILJ 0 BRICK BANDS�����E-
RjQWLOCK SILL 5RIC 0
OVER THRU-WALL FLASH'G I- >- . ..............
S 0 2411 O.C. 1/211 GYP 5D L BRICK VENEER ALIGNED BRICK VENEER ALIGNED
aXIST
W/ weep Vil & MATCHING EXIST IN 1.110,1 111 IN W/ & MATCHING L
OWICK VENEER W/ GALV TIES P.T. 2x6 PLATE W/ ILJ
161, O.C. EA WAY OVER 1/211 ANC. BOLTS 9 2411 > EXIST GRADE — — — — — — — — — EXIST GRADE
—4
HOUSE WRAP ON 1/211 CDX O.C. - (811 EMBED MIN) J
to
MYWD SH'THG ON 2x6 SPI' #2 W/ 21'x2"x1/8" WASHERS
STUDS 0 1611 O.C. (Set! NOTE) J NE GARAGE EXTENSION EXISTING 'TO REMAIN NEW BATH EXTENSION
411 CONC. SLAB co
/NEW
SIMPSON SPH6 AT EVERY SEE FOUNDATION PLAN EXIST MCK VENEER
OTHER STUD & EVERY
HEADER KING STUD
CXCEPT AT HOLD DOWNS AT WEST ELt-VATION
OHeAR WALLS - See PLAN 5 CONT. 0
1/411 11-011
ORADE - SLOPE FROM CMU W1 INILLED CELLS & #5 -1 LINE 04. ENTRY,,-
N
0.C.
OLDG. VENT W/ HOOK T&B, 0 48 ROOF BOYOND
THRU-WALL PLASH'G W/
WEEPS 0 24" O.C. - FILL
NVOID BELOW W/ GROUT w.ILI OF EXISTING Roor-
At Vf— LINE
12
AT GARGE WING 8
'*'*1�2011 x 1011 CONC. FTG. W1 2-#5 LINE OF EXISTING ROOF
CONT
f 1111111
SKYLIGHT
7
ri"�TYPICAL WALL SECTION LINE OF ISTINS ROOF
AT GARAG* WINS,"
�A! - 11-011
1/211 12
FIBeRGLASS SHINOLE
I I t I
Roor-ING MATCHIN0 I l T
17 1 _,or
NOTE EXIST �1 I I _,or I
1. ROOF SHEATHING TO Be 1/21' MIN. CDX W/ 8d -#T �q —or
COMMON WIRE NAILS 0 41' O.C. 0 ALL EDGES &
611 O.C. 0 INTERMEDIATE SUPPORTS.
2. ALL WALL SHEATHING SHALL BE 1/211 CDX PLYWD
W/ BLOCKING AT eDGeS, W/ 8d COMMON I.AWV-AT
311 O.C. AT EDGES & $11 O.C. IN faleLD. FASCIA IG W/ REMOVE EXIST WINDOW
See SHT Al FOR SHEAR WALLS & NOTES. MATCHIN IS
E & INFILL W/ BRICK
i VENEER MATCHING EXIST
t
DRICK VE NeD-
=3
W/ & MAT N G;%"1I 6 T
EXIST GR
— — — — — — — — — — — — — — — — — — — — — — — — — — — —
DDITION 1! IST'ING
r
-LENATI N
SOUTH E
1/411 1'-011
LINE r:NTRY
ROOF EYOND
LINE OF EXISTING ROOF
12 Q�
oll 1 ji
12
S'
ERGLASS SHINGLE
Rqj0FING MATCHING
E*IST
%
fai'ASCIA ALIGNED W/-, &
ftTCHING EXIST 0
F-1 F-1 F-1 F] El F
E=_
J
co
D
WkICK VENEER ALIG#eD
PHARR RESIDENCE ADDITION
V*/ & MATCHING F-X*T
-1 F-1 F-1 WEST
F 2263 OCEANPOREST DRIVE
NIST GRADE TLANTIC BE ORIDA
A ACH, ff�L
G ADDITION
JeISTIN '—NfeW OVERHEAD GARAGE Fisher & Simmons Architects, Inc.
NEW OVERHEADGARAGE / -XIST
ftOR MATCHING C
1510D Second Street South Jacksonville Beach, Florida
DOOR IN PLACE OF EXIST
WINDOW IN PLACE OF
EXIST DOOR W/ BRICK
VENEER INFILL BELOW 0612 TS JWTS 6/9/06 2 5
cam
NORTH I�LEVATfON
1/411 11-01111 FLOOR & SITE PLANS A 2
IN PLA ON
ce
EXIST LTS
X1 W TE
W.H. X1 N e
W. e 64- CONC FILL
OVER EXIST SLAB
FSn TO ALIGN SLABS
is C X1 W TER N E'R EXIST 411 C04NC SLAB
�L=Q 1,150
ASH'
CONNECT EXIST
F7174h. EXIST 4" CONC SLAB
------------------------- - YER WASH'R SINK
r— 7
L _j I -i I IL—j J
R ell
C L:!--�j EXIST
11 t W.C.
IN ATTIC
H VITEAM EXIST STEP f —— ——— — ——— - EXIST all CONC BLOCK ON
R ABOVE ----------------------- UPIT I F-——— — —— — — — 20"X1011 CONC FOOTING W/
DOOR 2-06 CONT
ALION NEW SLAB
W/ EXIST SLAB
- - — —— — — ———— — —— — "x
RECEPTACLE K 1i
IN DRAWER E SNKYLIGHT EXIST 811 CONC BLOCK ON — — — ——— — —— — --?
CENTER LTS 20"x1011 CONC FOOTING W/ z
ON CABINETS 0
- f- C 245 CONT t
CENTER LTS i -
4��C khm
WITHIN CABINET K
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PAR
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CONTACT, THE ENGINEER OF
Re RD MeDI LY FOR FIELD CONSTRUCTION.
ROOF RAMIN PLAN
1/44, - 11-011
AT PLATE SPLICeS
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EXISTING ROOF FOR Come RW IRAFTL PHARR RFSIDENCE ADD
CTION Or NL r-RS. NAILER
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FRAMING BELOW W/ NO PeWeR THAN 5-16ch PER 2411 Ofm -N��LTR.
L4 /4"X S 1/2" LONG ATLANTIC BEACH, FLORIDA
WITH 3"/*# PLATE w/ coNNeCT RAFTERS TO NAILER W/ SIMPSON, HS.
Structural Engineer:
2. RO" Or 14 0AUGE
SCR"S rfpw.*4. Consulting, Inc.
BW1
Fisher SiMMOD
AT eAcm cooWOR P.O. Box 51064
see Jacksonville Beach, Florida 32250 1610D Seconi Street South
A
022-4— TS
ms CA Me. un
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A ROO
0
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ORID 0010 FRAMING PLAN F=CUNDATIC
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1 POOLSHIAPE C-L)XJC-1�)l
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3 DEPTHS,-, 13/ -4
4 CAPACIT�y C,-7 0
5 STEPS
BENCH(ES)
6 SWIMOUjTr 0 C�
7 RECESSFED STEPS W/GRABRAILS
8 HA
_�!ANDRAik-(S)
9 G
_��RABRNIL(S) v-),c5
10 LIGHT
11 TILE
12 KOOLDEf
.CK SO Fr.
13 SUNDEM t-4 C:� SO FT.
14 PUMP Sl-oro_,Te H.P. 2-
15 FILTER lc�c� C'.erA.
16 CHLORINATOR A-0-,-OiA ftr-I(_,
SKI kk
17 _!�MEF�(S)
18 MAI�D
- �IN
19 RETURNIINILETS
20 CARETA*ER FLOOR SYSTEM I C-4-,30e-0
21 AUTOMAkIrIC CLEANER C-pa�1-16-J44-A-
22 RAISEDIbECK 't-2-IN-iStO -?>C-*M Lj -it,
23 DIVING B OARD '1 0
24 SLIDE f EO 1+4
25 HEATER� -?5170-
26 GAS H0Q)K-UP: SQ-
27 DECO-DfikAIN PCS 0,-SDS'0
LA
28 CLEANINfG EQUIPMENT 10C-L.00,'40
29 LEAF SK)IMMER WALLBRUSH 00or
TEST KrTr HOSE
POLE START-UP CHEMICALS
ro
VACUUMI
30 SPA INF(TtRMATION(CONCRETE)
SIZE e�--Y2- '0(-� DEPTH
JETS
BOOSTER PUMP ZY2-Ai tAt
HEATER- Si!5— A�Sc.�,J�! COVER p
LIGHT fe SPILLOVER
0 THER:
31 ADDITIONALSPECI
FICATIONS:
F-ba-t-k Pt—)0-- �00�-tot�-4�
F0 Q �g
TL4trz�E-1-r Tc,.
A-A-Y
Mae Fq)tL-
T 71( /d
Cu I 'i A--rJ'f'E T10 0
ACCESS LETTER OF PERMISSION P,-r L'Ayo-J,
,)0-11'1
ELEVATIONS
TREE REMOVAkL
DIRT REMOVAIL
CEMENT REW)VAL .3
ELECTRICAL HfOOK-UP
POOL SPECIFICATICONS A WAMMING POOL FOR
THE BATTS COMPANY
DESIGNED BY�*. Swimming Pools&Services
�wo a
1602 N.3rd Street
DATE Jacksonville Beach, Florida 32250.
f=oAtrsi- -Da— q (M) 246-2455
cpc 1337046
'A 0
rill!
MAY
C 7;eA Z- /iooz-5 Aes
"M
,6.0
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k-k
00,09
C.
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ly 4cle;dF49P.0,
4
40�&.AFX CA y;4r1l01W-'
W,4
A ROVEID
PP
AIVISION OF HEALTH
DUVAL COUNTY
CONSOLIDATM CITUF JACKSONVILLE
C7,o-= ,oq .g:P,04VZ_
'BY:
<7 771-49,V
DATE:
oo�
1 POOL SHAPE C_Lj 9-,j e1D -+Z.S-C-T A- G,3 ft 4
2 SIZE I.; -p b,
3, DEPTHS 3p/ -4 1
4 CAPACITY (�,_7 OC>
5 STEPS S BENCH(ES)
c SWIMOUT 0 C)
77 RECESSED STEPS W/GRABRAILS
8, HANDRAIL(S) t-3,o
9� GRABRAIL(S) 0'a>
—LIGHT I.-,, v,
TILE _D SP-5 3+1
KOOLDECK SO FT.
la SUNDECK t4 SO FT.
_T4 H.P. Ya-
I PUMP
FILTER G.pt,&, op
CHLORINATOR FHJMM WM E�, V�
SKIMMER(S) c1t,
MAIN DRAIN
RETURNINLETS
CARETAKER FLOOR SYSTEM INC_4_,�OeO
21 AUTOMATIC CLEANER
_iZ RAISEDDECK 'P-A-iSZO V4-r�
(6
2a DIVING BOARD
H4
24 SLIDE ri C>
HEATER t+0c>,000 &3-0, L�p,_
26� GAS HOOK-UP: c>,jz rA C-4—
_i77 DECO-DRAIN PVS t--)eeD S9
CLEANING EQUIPMENT 10 C_L_0 0(50
29- LEAF SKIMMER WALLBRUSH
TEST KIT HOSE
POLE START-UP CHEMICALS
AA
VACUUM ZET-
30, SPA INFORMATION(CONCRETE) 7&5, 9 LK;Zs-- lag-,
SIZE f2dY� PL,� DEPTH 4
p
JETS S BOOSTER PUMP ZY2-)Af
HEATER SEE Ast,.J!:- COVER
LIGHT f e SPILLOVER
OTHER: PC%a- sw,Tta
31 ADDITIONAL SPECIFICATIONS:
Foe-,m,-4-
-4
'F0 a- S c/Leer
3 F0 IL-
Ali- Poo c_
'FL-f�c-vj-1
T_IjAgrftS
1-0 716"
AMESS LETTER OF PERMISSION L4qoj,
— ,Dy 0-1-J Q_- -a—"
EQETATIONS
TRFEE REMOVAL
I-A
QdkT REMOVAL
CrO-MENT REMOVAL
ELfECTRICAL HOOK-UP
POOL SPECIMAT*NS A SWIMPM00 POOL FOR
THE BATTS COMPANY
I IGNED BY 4- M :ao 7-7- Swimming Pools&%emces
GN�EDBY 1602 N.3rd StfpaW
JaCkSonville Beach, Fl%lida 32250
-Da- 1;- 9 q7 (904) 246-24(65
CPC 037046
44
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