Beach Avenue 881 (3) . . . . . . . . . .
. . . . . . . . . . . . . . .
DRAWING FILE NO. MAP SH40NING 80ZINDWRY 6ZIRVEY OF.*
LEGAL DESCRIPTION AS FURNISHED:
URVEYOR'S LEGAL DESCRIPT
A PART OF LOT 20, CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE PUBLIC Part of Lot 20, Club Manor, Plat Book 25 Page 62, Current Public Records of Duval
RECORDS OF DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A Co. Fla- Describer as follows: Commence at th-e South East Corner of Lot 20, Club
POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT; THENCE Manor, ( x cut in Concrete) P. B. 25 P. 62, thence run Northerly along said
H.04012'55"W. , A40HG THE WESTERLY LINE OF SAID LOT, A DISTANCE OF 58-68 FEET TO Concrete Bulkhead for 70 feet to a cross cut in Concrete Bulkhead for the Point
A POINT ON A CORVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 94.5 FEET, MORE OR of Beginning. Thence run Southerly along aforesaid Bulkhead for 70 feet to the
LESS; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 13.39 FEETY point of commence�ent, thence South 85 degrees 32 minutes 15 seconds Wqst for
SAID ARC BEING SUBTENDED By A CHORD BEARING OF N-27044'14"W. AND A CHORD DISTANCE 156.95'feet', thence North 4 degreei, 12 minutes 55 sec6nds West for 51.68 f6et
OF 13.38 FEET 'TO AN INTERSECTION WITH THE NORTH LINE OF SAID LOT 20; THENCE to an existing Concrete Curb, thence Northeasterly for a chord distance of 22'*32
N.85"32'15"E ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 149.26 FEET TO THE feet to the intersection with a point bearing South 85 degrees 32 Minutes 15
WESTERLY EDGE OF THE CONCRETE BULKHEAD; THENCE SOUTHERLY, ALONG THE WESTERLY EDGE seconds West and 149.26 feet distance firom the Point Of; Beginning, thenc6 North
OF SAID BULKHEAD, A DISTANCE OF 70 FEET, MORE OR LESS, TO AN INTERSECTION WITH 85 degrees 32 minutes 15 seconds East for 149.26 feet tcl the Point Of Beginning.
THE SOUTHERLY LINE OF SAID LOT; THENCE S.8503211511W. , ALONG SAID SOUTHERLY LINE,
A DISTANCE OF 156.58 FEET TO THE POINT OF BEGINNING.
50' /1 �,'d lc�e
V
149, 261 oz F,,10d"Cu�"on
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NOTES
1. THE BEARINGS ARE BASED ON THE EASTERLY RIGHT-OF-WAY LINE OF 7. THE DESCRIPTION FURNISHED WAS PREPARED BY MARION L. PAGE R,4=65_141--65 :0 71-'1%T11_"'e7
BEACH AVENUE AS BEING N.04'12'55"W. IN ACCORDANCE WiTH PLAT. BASED ON A SURVEY FURNISHED THAT HAD SEVERAL ERRORS. THE 7?,-Pd7Z- CERTIFIEID TO :
"EXI$TING CONCRETE CURB" CALLED FOR IN THE DESCRIPTION HAS BEEN d5 K:5176� A771-10'
2. THE EASTERLY BOUNDARY LINE 15 THE WESTERLY EDGE OF THE CONCRETE REMOVED. CHARLES G�.PITTS a PATRICIA HEAP PITTS :
BULKHEAD ACCORDING TO PLAT BOOK 25. PAGE 62, 1 BELIEVE THAT THE OLD REPUB(LIC NATIONAL TITLE INSURANCE CO. :
PROPERTY WAS INTENDED TO BE "OCEANFRONT , IN WHICH CASE THE 19. BASED ON HOLDING THE DISTANCE FROM THE BULKHEAD WESTERLY MERFULL LY`NCH CREDIT CORPORATION
EROSION CONTROL LINE WOULD BE THE EASTERLY BOUNDARY. 149.26,) ALONG THE NORTH LINE AS MATCHING THE EXISTING IMPROVEMENTS LENDER'S AERVICE.INC. :
I INTERSECTED THE WESTERLY LOT LINE WITH A RADIUS THAT MATCHFD HAYWOOD N. SALL
3. THE COASTAL CONSTRUCTION CONTROL LINE WAS NOT LOCATED AT THE THE IMPROVEMENTS AND SOME OLD FIELD NOTES AND PREPARED THE
REQUEST OF THE CLIENT, THEREFORE THE EROSION CONTROL LINE HAS NOT NEW DESCRIPTION AND BOUNDARY SHOWN HEREON.
BEEN ESTABLISHED AND THIS SURVEY DOES NOT MEET THE REQUIREMENTS
OF CHAPTER 161.191 FLORIDA STATUTES. DUR-UDEN LAND
4. THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY IS U RVEYORS INC.
BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT LB 6645 H. BRUCE DURDEN, SR.
SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYOR NO.1674 FLORIDA
5, THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", FLOOD ZONE "AO" (FLOOD DEPTH 2 FEET) 1103 SOUTH THIRD STREET DATE:
AND FLOOD ZONE "VE" (BASE FLOOD ELEV. 15 FEET) BY FLOOD MAPS REVISED 4/17/1989, JACKSONVILLE BEACH, FLORIDA 32250 T_=_1 "a
COMMUNITY PANEL NO. 120075 0001 D. (904) 249-7261 FAX (904) 241-1252 SCALE: 1-7
ro THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE THIS MAP OF SURVEY IS NOT VALID UNLESS IT IS SIGNED AND HAS THE I�AISED SEAL OF THE FLORIDA
IN THE AREA OF THIS ,FROPERTY LIES WESTFRLY-OF BEACH AVENUE. LICENSED LAND SURVEYOR. DTAWING FILE NO.U-66
c: /qmd/DF0CK2/11x1\
NUMOOK RL2VlSl0WlSVJ0 VATI!
ATLANTI C OCEAN
El?67E OF CONCRETE BULKHEAD
k4A
LL LE6ENM
NEA kSALL
VENEER
MX15TINC7 kqALL
v Dr=MOLITION
EXI51TIN6 GOWGRETE HALK5 R00tvl A:�=� 1710N f=CR %—
EX15TINE7 CONCRETE
PATIO AREA
I= A RlCoolA f= 1775
-0<0- 7,
7
5epl 5EACH AVENUE
A7LAN71C 5EACH/ f=L0Rll:)A 5 :2 :255
:xq LIZ
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F-XI571N(Z 1-!BT0R%r MA50NWi'
ol COVERSHEET / SITE PLAN
NO. e�al DI DEMOLITION PLAN
I STOKY ADDITION FOUNDATION / FRAMIN& PLANS
Al FLOOR PLAN cn
A2 EXTERIOR ELEVATIONS
A5 INTERIOR SECTIONS r m
OMEN! m
A4 PqALL SECTI ON5 cl
CL
E I POVER AND LI&HTINC-7 PLAN
u
AIG UNIT
z
21l-40 AREA TAMLATION 0. <
LEVEL OF DRIVE
EGUAL TO EXISTIN67
Q) ORI61NAL SQUARE FOOTA6E 2,qbl
6ARA6E ELEVATION ADDITION 360 z
z
TOTAL 5MARE FOOTA&E 3,341 0
<
AOrPITIONAL NOTES
BRICK INLAY
'6m 1. THESE PLANS ARE PE516NEP TO 13E IN COMPLIANGE HITH THE 5TANPARD5
EX15TINC7 GONGRETE HALK ESTA13L15HED IN 5EGTION Ibb-33.007 FLORIDA ADMINISTRATIVE CODE.
2. THE MAIN NINO FORGE RE515TINO 5Y5TEM5 ARE DE516NEL? IN AC60ROANCIE
NEH 4" CONCRETE MVE HITH 5ECTION 6,ANWA-c6E I-&& (JULY lclq3) "MINI" DESIGN LOADS FOR
HITH ROGr SALT FIN15H BUILOINC-6 AND OTHER STRUCTURES' TO HITH5TANO THE HIND LOA05
A.55OCIATED HITH A MINIKH BASIC HIND SPEED OF 110 MPH.
BRICK ROHLOCK 3. THE COMPONENTS AND GLADOIN6 HAVE BEEN 5ELECTEE) AND THEIR U5E
E06E BORDER INCORPORATED INTO THE DESION 4 SPECIFICATIONS IN AGGOPDANGE HITH u
SECTION 6 OF THE "MINIKH DE-51614 LOADS FOP, BUILOIN65 ANO OTHER
5TRLJCTlJRE5' MENTIONED IN NOTE 2.
N04"U2134IN, JOB Nol —7
5t4erT.
51TE REMOPEW c I
SCAL.E. IV = 1'-0"
cmR.Am BY, MAO
DATII� 2-:29*-C;?l
THMe PLANS ARE 1*09 THO 1EXCLUSIVE ME
OF KENVALE,lWr-.ANM AFM NOT TO Be
ftpRocucw
E3 EACH AVENUE
R9V15IOWI98t& PATO
REMOVE EX15TIN6
NALL LE6F-NM
- - - - - - - -- -
REMOVE EX15TIN6
KNOON T114T NEN NALL
F-Mr)\/F ,,I REPAIR OR REPLACE
TABLE LEC
EXISTIN& NALL
REMOVE COUNTER TOP5
WOE BANPIN65 DEMOLITION
KITCHl=-'-N
5REAKPAST
OVF-W-?
PAMIL"r ROOM
RZF A
X Fpo
IL
REMOVE PORTION OF ROOF
FRAMIW-7 TO RECEIVE NEN PARAPET
9TORASE
41-Os HALL
HIM-
NEN OPEN'E7. qril
- - - - - - - - - - - - - - - - - - - - - - - - -T =7
z >L - - - - - - - - -
CUT NEN 4' HIDE x 'I' Hl6H PONDER LIVIN6 ROOM
OPENIN(5 IN EX15TIN67 GOWG.
13LOCK NALL
REMOVE EX15TING ROOF FRAMING-5
EX15TIN65 SLAB TO REMAIN
>
c
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or
REMOVE EX15TIW-7 CL05ET
AREA 14
REMOVE EX15JIN65 C-ON(.
BLOCK NALL, HINOON5,
13EAN AND SUPPORTS _71 < -
X
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REPANIR ALL HINDOW o M
MASTER BEDROOM SILL AS NEEDED (TYPICAL) 13 L
ni
D-
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FRAMIN& AND 5KYLIC-A4TS
BATH
-7- ---------
cn
\/c
M. BATH
ATRIUM
REPAIR OR REPLACE ALL HINPON
SILL AS NEEDED (TY GAL) - - - - - - - - - - - - - - - - LL
"NNW
-1,.6ENERAL ..N0TE5 0
I. REMOVE EX15TIN6 CON5TRUGTION A5 INDICATE[) IN THE DRANINC-6
UNLE55 NOTED OTHEiZH15E.
NORK ROOM
2. DEMOLITION HORK SHALL BE EXECUTED IN CONFORMANCE <z
HITH ALL GOPE-5 AND ORDINANCES AS SET FORTH E3Y ALL
L 6OVEPNINC2 AUTHORITIES.
3. BRACE ALL EXISTIN6 STRUCTURE OR 5TRLk'TURAL ELEMENTS z cits
A5�EGE55ARY DURIN(5 DEMOLITION.
z
rvARASE
ADDITIONAL NOTES
JOB NO$
1. THESE PLAN5 ARE DE516NEO TO BE IN COMPLIANCE PqITH T14E 5TANDARD5
ESTABI-15HEV IN SECTION lbg-33.001 FLORIDA ADMINISTRATIVE CODE.
2. THE MAIN HIND FORGE RE515TINO SYSTEMS ARE DE516NED IN AC4,ORDAN6E
HITH SECTION b, AN!51/A-eY,-E J-ft� (JULY Illq3) "MINIKH PE-516N LOAD5 FOR
BUILDIN65 ANP OTHER 5TRUCTURE5' To NITH!5TAND THE PqINP LOAD5
A55OCIATED HITH A MINIKJM BA51C HIND 5PEED OF 110 ".
3. THE COMPONENT5 AND GLADDIN6 HAVE BEEN SELECTED AND THEIR U5E CRAM BY: MAB/50Pcr7
IWORPORATEO INTO THE DE516N 4 5PEGIFIGATIONS IN ACCORDANCE HITH PAM 2-2a-ol
SECTION & OF THE "MINIt-lUM VE51rvN LOAV5 FOR E301LE)IN66 AND OTHER
5TRUGTUIRE5' MENTIONED IN NOTE 2. THEM PLANS ARZ rOK THM ZX4 I LIJ9I\/V LOW
ONCUTION PLAN Of@ KIDAVALM, INC. AND ARE NOT To Be
5GALE. 1/4" = ILO"
NWOER R9'/15IOWI&_" 12ATE
4" CON6. 5LAB @ 3000 P51
H/ &Xb 10/10 HNF
(POW3LE 36" FROM EDGE) -------- NALL Lr:(5E!NP
MIL. VAPOR E3^PRIER NEN NALL
FIN. FLR. ELE\/.A, 112" EXPAN510K JOINT DRILL INTO EX15TW5 FOUND. Er
0'-0" A.F.F. Y AND EPDXY #5 DONEL
4" GONG.SLAB 03000 P51
W bXb 10/10 H.H.F. IN MIN, 6" EMBED ( 4b" O.C. F-Xl5TINry NALL
COMPACTED, P015ONEO FILL
DEMOLITION
6 NIL, VAPOR BARRIER TO HAVE EXISTIN6 GONG. SLAB
6' LAP JOINT, SEAL W
TO REMAIN
BLACK-LACK
FINISH GRADE
b' COWRETE MASONRY UNITS HITH
JOINT REINFORCEMENT 0 Ib" O.6.
W THICKENEID SLAB
EXI5TIWa STEM NALL AND
FILLED GELLS,AND HORIZONTAL
FOOTI% 13ELON TO REMAIN
COMPACTED, POISONED
FILL�
#5 E3AF VERT.
48>1' 0.0. x 17 Ck
2-#5 OARS GONT.
IL.-A
L
z YX
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652
11 I-oil 5/4
T%0010AL STEM AALL
5/4 t, IN
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vc ____ HT
41-011
x
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EXISTING FOOTIN6/5TEM NALL
23 -q
d)
DRILL INTO EX15TNI57 FOW. r
AND EPDXY #5 DONEL
IN MIN. bg EMBED ( 45" OL.
L
LINE OF EX15TIN6 —YO/'
54L
I NEN SPREAD FOOTINC7 CONCRETE 5LA13 U4
2-2xI2
EXISTIW5 W C.MJJ. NALL 2xb M
4 A50VE 6RAVE
F A/ i
4 4 -20 EXTEND EX15TIN(5 NALL
TO PARAPET HE16HT
2-2xb HEADER 2x4's AT Ib' O.C.
L OVER EX15T. ROOF
4 0"
M
TIE NEN FOOTING INTO z
EX15TINC-7 SEE 3/51
zr— __
145 DOVEL AT 4bu OL.
!� (N LN ><
MINIMUM ba EMBED (TYp) (3 -T< -
x
c;
NEA �=COTINry CONNECTION
2-2XIO HFAPER--,� 2-2xIO HEADER
.2-2xI2 A?
5/4
x
DO
II_ r
OFENIN67FOR
1_ 7
2x4' 5KYL16HT a.
4' CONCRETE SLAB HITH bxbxlOIIO
H.H.F. OVER b NIL VAPOR
BARRIER 1/2" EXPAN51ON JOINT
BRICK RONLO(:�K EDGE OVER COMPACTED AND TREATED FILL\\ 'I IL
4" 60NG. 5LAE3 6 3000 PSI LEVEL HITH EX15TIWv H16H 5LA5 X (CONTINUOL6)
2'
I^V &Xb 10/10 1,41^11' L
7
'rl
2-2xI24]
44 L
F7D -
T
FIN15H GRADE
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W CONCRETE MA50NRY UNITS
HITH 1-#54P VERTICAL AT 4b" O.G.
FILL CELL5 HITH 6pouT (TypicAL)
COMPAGTED FILL
TIE NEN FOOTIN67 INTO
DOHN E06E EX15TINC, 5EE5/5I OL <
8' TURNED
HITH 1#5(P CONTIRM
SECTION THRU CONC. VRIVE
r4 — — — — — — — — — — —
If LINE OF EX15TIN6 - REM00flIN6 L
777 HRAMINC7
11 ' � i� LT777777 CONCRETE SLAB
SCALE. 1/4' = 1'-0"
L - - - - - - - - 0
WNGRETE <
STOOP
L a
If I __ GONG. STEP
L Omni <
All
41-4d 4'-4a
4" GONO. 5LAE3 E3FIGK RONLOGK 7—
I^v (2xb 10/10
NEN 41 GoNcRFM owE
116�
W BRICK ROPLOCK EorE\\,
T7_
ROCK 5ALT FlIN15H -SEE I
; �) TYPICAL
51TE PLAN SWEET GI
IT
ADVITIONAL NOTES
JOB 1401 f>
q, TURNED DOM
GOMPAGTED FILL E06E I. TTHE5E PLA�6 ARE DE516NED TO BE IN COMPLIANCE HITH THE5TANDARD5
E=5TAE%_I9IE1) IN 5EGTION Ibb-33.001 FLORIDA ADMIN15TRATIVE CODE.
2-TTHE MAIN NINE) FORCE RE51STINry SYSTEMS ARE OE51 GNEV IN ACCOI;VANGE
NITH SECTION 6, AN!51/A5(,-E -7-bb (JULY NO 'MINIMUM DE516N LOADS FOR
FOWATION PU44 E3UILDINE6 AND OTHER 5TRLrTURE5' TO HITI-bTAND THE HIND LOAD5
SECTION THRU CONC. 1:)Rl\/r= 5CALE: 1/4' = 1'-0" Ak55OCIATEP HITH A MINIMUM BA516 HIND 5PEED OF 110 MPH. ORAM sy� HAB
.3. TrHE (OMPO�ENT5 AND CLAPPIN6 HAVE 13EEN SELECTED AND THEIR L6E VATP-i :2-2&N-01
5/4 If 11-oll NCORPORATED INTO THE DE-516N $ SPECIFICATIONS IN ACCORDANCE HITFI
%EGTION 6 OF: THE NMINIMM DE5167N LOADS FOR BuILPIN66 AND OTHER THESE PLANS AR9 POOR THO EXCILLGIVE UW
%TRUCTURE5" MENTIONED IN NOTE ,2. Or Ke�o)kLa, INC.A�V ARE NOTTO BE
Wmam RHVISIOWISWC 17ATO
HEN FIXED 6LA55 WINDON
IN EX15TIN6 OPENING HITH
D.E.P. APPROVED TINTING
FOR TURTLE 6LA55
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — --
FF REPLACE EX15TINO HIN00H TINT NALL LrErvENC�
NITH PEP. APPROVED HINDON
EX15TIN%e CHI TINT FOR TURTLE 6LA55 Nr=N NALL
---------------
VENEER.
— — — — — — — — — — — — — — — — — — —
X15TIN6
POL15H EXISTING KITCHEN EX15TIN6 NALL
CORIAN COUNTERS
DF-MOLITION
5:12 ROOF 5LOPE E3FPZAKr-AST
OVE%
L R FIW5, 7
W:711
REF
EXISTING SHINGLE ROOFINC:?
f=AMILY ROOM
a7a
HEN P4000 5TAIR5 �Trl
IWO EXIST. ROOM STORA(SE
3 EQ. RISER5 6 (2 5/5' HALL
FLFR 5TXCO NALL HRAP IN CARPET
HITH r7YP. 50. TO
HEN SLOPIWz, 5TUCCCO PARAPET
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -i
HOOD PANEL
N6
HAINSCOTI POAvm LIVIN6 ROOM
ALON6 HALL /2'-x4' 5KYLIG-HT
KA
lz
VULCAN HATERPROOFIN5
MEMBRANE OVER 5HEATHl
lu
(5AMrz ROOM x
GRANITE COUNTER BILLIARV
SHALLON SLOPE VAULTED CEILING
HEN FiBEReLA55 sHIN6LE5 COPPER COUNTER
I--,' c: In Si
TO MATCH EXI5TIW-5 10 = S �
5HELVIN6 SY51 Em PLA5TIG LAMINATE la, Q
43 of'
7 SIGN HORK 9JRFACE L
'z b I -, F
HOOD PANEL
BAR FALE 1% ABOVE
HOOP OPEN DRAHER UNIT
LV
123 on
5,12 ROOF 5LOPE- 0
HEN 511r.CO PARAPET
MASTER BEDROOM
:c
-1 31,51
L—L
RECE55 5HELVINE7 f3ET N lu-
2xb 5-1-05 - HRAP HITH I� �F --I,
1/2" 5TAI 0
1� .0, 1 L HALL
u- > �' b
NEH 2'x4' VELUX 5KYL16HT5 2'x4' 5KYLT- L ul BATH
HITH REMQTE 13LIN05 (TYP. OF 4) C5
ROOF CRICKET IAV FIBEROLA-%
HEN 2'x4' VELUlX SKYLIGHTS u- 2)lb HOOP 5
HITH REMOTE BLIND5 5HIN66LE-5 OVER EXI5TINr7 ROOF — — — — — — — — — — — — — — — — — — A7 lb" O.C. HEN 2'x4' 5KYLIC-*fT5 ABOVE
L
L — — — — — — — — — — — BRIG,:: TILE
>< ><
2xa HOOD 5TU STOOP
L J L -J
AT 24' O.G. P.T. *4 P05T
: 51 512 ROOF SLOPE la�I WRAPPED N4. SATH ATRIUM
5.127RXF -OPE:
[t,5.12 ROOF 51-OPE
5TUCC19
>< ><
MEN ENTRY ROOF L
BRICK
i
BORDER
BEDROOM
2x
2'x4t
_/4LVIN(513
ET N
1TH c4r
9
to
T L
4A
L
L - - - - - - - - -
41-41' lb'-Og 4t-4@ ILL
MEN FIBEW:,LA�6 sHIN6LE5
OVER HEN ROOF FRAMING
141-b"
5.12 ROOF 5LOPE
NORK ROOM
Q;
L- — — — — — — — — — — — — — — — — — — —— -- — <
4' CONCRETE DRIVEWAY
HITH POCK 5ALT FINISH
EX15TIN6 AIG UNIT
BRICK ROHLOC�
PER
Lu
BRICK ROHLOGK cid :)
13ORDER z
Lu
>
<
N BRIGK INLAYS,
TYPICAL
<
4" CONCRETE DRIVE-HAY
HITH ROrKSALT FINISH
4"GOWCRETE PRIVEKAY
NITH ROCK 5ALT FIN15H
L — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — EXISTING HALK
FIN15H TO REMAIN
APIPITIONAL NOTES J00 Not IE5 1027
1. THESE PLANS, ARE DE516NED TO BE IN COMPLIANCE V41TH THE 5TANOARD5
NOTES. ESTABLISHED IN SECTION W-33.001 FLORIDA ADMIN15TRATIVE COPE.
1. REPAIR ALL DAMAGED HINPOH 5ILL9. 2.THE MAIN HIND FORCE RE515TIW.7 5Y52TEM5 ARE DESIGNED IN ACCORDANCE
r HITH SECTIO14 b, AN5I/A5CE -1-bb NULY Iqq3) "MINIMUM VE516N LOADS, FOR DRAM BY- MAE3
4" CONCRETE DRIVEHAY 2. ADD PUCT11,1ORK FROM EXISTING A/G IN ADDITION 5PACE. BUILDIN65 AND OTHER 5TRUCTLK-56 TO HITH5TAND THE HIND LOAD5
R00f HITH POCK SALT FIN15H AY-)OGIATEP HITH A MINIMUM BA51G HIND SPEED OF 110 MPH. DATE, :2-2a-C)l
SCALE, 1/4" 1'-0' 3. THE(OMPONENTS, AND CLADDIN6 HAVE BEEN 5ELECTEP AND THEIR Lr5E THeam MANS ARE ?"Oft THE!W(CLU91VE UW
REWIDEW PLAN INCORPORATED INTO THE DESIGN 4 SPECIFICATION5 IN ACCORDANCE HITH Old Kg�vALM,Nr-AMP ARE NOTTO 5M
51CALE: 1/4' = l'-O"' 5EGTION 6 OF THE "MINIMUM PES16N LOADS, FOR BUILDINGS AND OTHER
5TRUGTURE,5" MENTIONED IN NOTE 2.
REVIVOWISSM PATE
PARA NITH CAP FLA5HIW::, PARAPIET
EX15TIN6 FA5GIA HEN 5TUC/10 C7ALV. GAP FLA5HINE7
EX15TIN6 ROOF LINE (BEYOND) Z(MATCH HEN FRONT IPARAPET) NALL LECSENC�l
HEN FLAT ROOF (BEYOND) EX15TIN(5 FA5GIA (BEYOND) EX15TIWa CHIMNEY
EXI5TIN6 CHIMNEY (BEYOND) —------ ------ HEN ROOF LINE NP-10i NAI-L
L
X__""
HOOD FA-5GIA.,' TOTH E�XW) 12 12 eXISTIN& kqALL
EX15TINO P15ER6LA55 5HINOLE-5
H EXIST. DF-MOLITION
5TL r" TO MAX
12
EX15TIN6 FIBEROLA�65HIH6LE!5
5LCIPIN66 PARAPET;
EXISTINC7 FA5(IA
12
5 z EX15TIN6 FASCIA MEN 67ALV. LA5HIN(5
EX15TINC7 FA_5GIA HEN 2'x4' 5KYLI6W5
NEH CRICKET - 5HINOLE-5
TO MATCH EX15TIN6
Mg
EX15TIN6 STUCCO NALL JL__IL
PHId) No HEN F.rv. NINVOH IN
'110 EX15TIN6 OPENINO
EX15TINO 5TUGCO NALL 11ITI D.E.P. APPROVED
TINT FOR TURTLE 6LA-% Irp 9 t
0
0] IFIN. FLOOR EXISTIN675TUCCO HALL EX15TIW7 5TXGO HALL
EX15TINC7 NINDOH NOON TO REMAIN EX15TIN5 DOOR 4 51DELITE EX15TIN65 NINDON TO REMAIN -
BRICK TILE ON TO �lpi g 'l I I N,
EX15TINry HINDOH TO REMAIN EX15TINC7 HI
cx
CONCRETE 5TEP5 15TIW7 REPLACE EX15TING HINDON TINT
REAR ELEVATION MEAS) NITH 0,E.P. APPROVED HINDON
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FRDNT ELEVATION (5TREET) 5GALE: 1/4" 1'-0"
5CALE: 1/4" 1'-0* 02
cm
�A
IL
EX15TING FA_5CIA (BEYOND) I
z 14EH FLASHINC7 5TUC60 PARAPET
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EX15TINC7 ROOF (BIEYOND) EX15TIN6 5TUC BOXF FAC*,F- (REPAIR A5 REOV)
VULCAN NATERPROOFINO MEMBRANE
lz
5LOPM CAP FLA5HINr7 L
FIBER6LA55 5HIN6LE-5 TO MATCH EX15TING GRICKE LINE (BEYOND)
EX15TINC7 ROOF 5HINGLE5 EX15TING ROOF 5HIN6LE5 LA S
HITH RETRACTABLE BLAND5
EX15TING GHIMNEY 2x4'VELUX SKYL 16,HT5 FIE3ER&LA% !5HINC7LE5
TO MATCH EX15T.
HOOD FA5GIA TO MATCH EX15TIN67
Z-X15TIN6 NOOD r-A-5CIA q EX15TIN6 5TUCCO
5TUC-CO HALL EYON
15Tlr,W HIN%r7 NALL
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5TV" TO MATCH EX15TING HALL (BEYOND)
EX15TINa 5TUGG0 KALL 4x4 P05T5 HRAPPED
NITH PLYHOOD 4 5TUGGO
CL
J
EXISTIN6 NEH 5TUGGO HEN 5TUCCO A EX15TINC7 BRICK TILE EX15TINC7 HINDON5 EX15TIN6 O.H. DOOR TO REMAIN LL
TO REMAIN
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(BEYOND) z
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— — — — — — — — — — - --
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ATRIUM NITH FIBER6LA55
5HIN65LE-5 TO MATCH EX15T,
12
EXI5TI% ROOF 51111\167LE5 EXI5TINCv ROOF 5HIN6LE5
EX15TIN6 FA_SGIA
EX15TW HOOD FA5GIA 5TUGGO TO MATCH EX15T.
ADPITIONAL N01r:S
EX15TIN& 5TUC-00 NALL EX15TIN6 5TUGGO HALL 1. THE5E PLAN5 ARE PE516+4ED TO BE IN COMPLIANCE NITH THE 5TAWARD5 JOB NOi 0)1 C)2-7
E5TABLISHED IN 5ECTION lbb--33.001 FLORIDA AOMIN15TRATIVE CODE. SHMET;
2. THE MAIN NINO FORCE RE-515TIN6 5YSTEM5 ARE DE516HED IN ACCORDANCE
L I HITH !5EGTION b;AN5I/A5GE 1-bb (JULY Iqq3) "MINIMUM DE516N LOA05 FOR
SUILDIN66 AND OTHER 5TRUGTURE5" TO HITH5TAND THE HIND LOADS
A550GIATEO NITH A MINIMUM BAS16 NINO 5PEEO OF 110 MF'H, CMqAIlN IDYs MAB
EX15TINO HINQOH5 TO 3. THE WMPONENT5 AND GLADDIN6 HAVE BEEN 5ELE6TED AND THEIR U5E WATEs 2-2a—ol
REMAIN (TYPICAL) INCORPORATED INTO THE PE516N I 5PEGIFICATION5 IN ACCORDANCE HITH
5ECTION 6 OF THE 'MINIMUM DE516N LOAP5 FOR MILDIN65 AND OTHER THEM 10LANS AM roK THP 9xCLU9iV9,UW
51DE ELEVATION (5") 5TRUCTURE5' MENTIONED IN NOTE 2. ois KENInALE,INC,AND ARE NOT TO BE
5GALE: 1/4' = 1'-0'
NUMDER RZY15ION/19SUI! DATE!
EX15l FA561A VULGAN HATERPROl MEMBRANE CAP FLASHING (BEYOND)
EXISTING Box FRM'(5 OVER 1/16" 05D (550/351 SYSTEM)
REPAIR �TUGW NEH STUCCO PARAPET (BEYOND) RAKE FIASHI16 (BEYOW)
NALL LErvENC�
11-00 NEYq NA"
LAP AND NAIL RAFTERS
------- COPPER BAR TOP
51HP50N H25 EACH RAFTER
J015T HAN67ER 3/4' PLYHOOP
EXISTING V-4V .0- F-XISTIN(5 K4,,LL
RAFTER5 2xIO LEDGE CONTINUOUS, R-30 BATT INSULATION
2xb RArTEiZ5 AT 16" O.G. (T(P16AL) HOOD BAR TRIM VEMOLITION
5RANITE COUNTER TOP
2-2xb TOP PLATE (TYPICAL) C HOOD CASIN6
AND 13ACKSPLASH
HITH SP4 @ 32" O.G. 2xb RAFTERS 0 Ib" 0.(. (Y.P. #2) :2-2X4 PLATE
EXTEND EXISTING PONY 2x4 5l AT 160
HALL TO RAFTERS, 2x5 CEILING JOISTS, @ Ib" O.G. (Y.P. #2) O.G. 5TA6-X7EREE? 2x4 HOOP 5TUD5
W 2x4 STUDS @ Ib" OL. 2�(4' VELUX 5KYLIC7HT AT Ibm O.G. - HALL
HITH RETRACTABLE BLINDS 13Y CABINET IW-jT'LR
HOOD BASE
2x5 PLATE I! z
CA13INETS v
FRAMING TO REMAIN 2x4 BLOCKING 5ELECTE0 13Y Nl 112' BEAD E30ARD
EX15l PONY HALL
112' C7YP5UM BOARD 2-2xa HEADER OHNER
CEILING (TYPICAL) 3 IV x 1b,
1/2" GYP. BOARD
6LUI-LAM 12
5IMP50N F125 EAGH RAFTER HOOD EASE
5
2-2x,5 TOP PLATE (Y.P. #2)
TING CEILING TO REMAIN
HRAP NEH OPENIN6, 1/2" GYPSUM BOARD
HITH FURRINO AND CEILIN6 (TYPICAL)
SUSPENDED LI6*qING 1/2' GYPSUM BOARD
:iK (BY OI,,1NER) u I-
ri"Nl!CTION THRU NON BAR
11 1-011
PAWED GYPSUM BOARD bi
yz
96 6
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>
--7
TO REMAIN
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C� 2xb 5TU05 AT
241 OL. (Y.P. #2)
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-3/4's 5l OVER
PLASTIC, LAN. COUNTER
AND Bll 711b" 055 BOARD HITH
15 # FELT 4 METAL LATH
APPITIONAL NOTES
BASE CABINETS 03EYOND)
UNIT 1. THESE PLANS, ARE PE-51GkAED TO BE IN COMPLIANCE HITH THE STANDARDS F -15
PRAAER
OPEN BELON E5TABI-15HEI) IN SECTION 165-33.001 FLORIDA AOMIN15TRATIVE GOPE.
//2x,5 PLATE
HOOP BASE �2. THE MAIN HIND FORCE RE515TIVo SYSTEMS, ARE DE516NEP IN AGCORPl
13
FIN. FLOOR HITH SECTION b, AN511A5GE 1-55 (J)LY 1+43) 'MINIMM DESIGN LOADS FOR
P BUILDIN65 AND OTHER 5lRES' TO HITH5TAND THE HINE) LOAP5 m
ASSOCIATED HITH A MINIMM BASIC, HIND SPEEP OF 110 MPH.
—---------
EX15TIN66 GONCRETE SLAB 777��7'
4' CONCRETE 5LA5 HITH THE COMPONENTS, AND CLAPPING HAVE 13EEN SELECTED AND THEIR USE 0 -43 Q
INCORPORATED INTO THE PE516N 4 5PECIFIGATIONS IN ACCORDANCE HITH 2
bxbxlOIIO H.F.F. FINISHED SRAOE <
FX15TING 112'xlb" -R
THIGKENEft)5LAI3 SECTION b OF THE 'MINIMM OE516N LOADS, FOR BUILDING-6 AND OTHE
STRJJGTURE5" MENTIONED IN NOTE 2.
L
EXISTING FOUNDATION HALL 81 CONCRETE MASONRY
UNIT STEM HALL
D
/'l5UILVINS SECTION LOOKINS PeST
\,v 1/Z 11 = 1 1-011 EXISTING FOOTING
E
EX15l ROOFING
GALVANIZED METAL
FI5ER6LA55 !5HIN6LE5 ON 'r7/Ib,, (��5f3
GAP FLA5HIN6 E30ARD HITH 15# FELT - tl�WTCH EXISTING
EXISTING 2xIO
R-30 13ATT INSULATION qYPIGAL) 2x5 RAFTIER5 AT I(b" OL. 3/411 STUGGO ON 1/16" RAFTERS
05513OARP H/ 15# FELT
5IMP50N H25 GLIP AT
EACH RAFTER (TYP) 2x1O DOUBLE HEADERS
RAKE FLASHING UNDER
-TI: (I - a.
EXISTING 5HIN(5LE5 EXISTING TOP PLATE
A A A A 2xIO RAFTERS, AT 24' 0.6. (Y-P, #2) z
3/4" STUCGO ON 1/16'
05B BOARD H/ 15# FELT 2xb 5l AT 16" OL. R-30 BATT
\ 1/2" 6YP. EV. GEILINE7 "Popl FINISH INSULATION LL
<::i� 2-2x4 TOP PLATE (YP #2) EXISTING OVERHANG 21x4' VELUX 5KYL16HT!5 -
TO BE REMOVED FLASHINE7 AND CURB PER
2x(b RAFTERS, AT Ibm O.G. HITH 5P4 @ 32' O.C. HOOP CORNER TRIM T
MFOR SPECIFICATIONS
Ixb Wool) FASGIA R-Iq BATT INSULATION HT U <
L 2'x4' 5KYL167HT 2l`LI&
3/41 STUCCO ON 111bil (5EYONO) (BEYOND) EX15l ROOF FRANING-7 0 L44
1 12 5IMP50N H25 CLIP AT
o5a, HITH 15# FELT 1/2" GYPSUM BOARD EXISTING HOOP PONY
VAULTED GYPSUM BOARD GEILIN67 HALL FRAMING TO 5 EACH RAFTER (TYPIGAL)
2x415, AT 16" OL. EXISTING 6YR E30. EXISTING FRAMIN6 REMAIN
Ix6 TON6UjE 4 GROOVE
w
CEILIN62 (FbAINT-GRbcE)
EXISTING PONY KALL i
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2-.2xI2
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7 7=..�
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7
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ATRIUM
EXI5TINr9 GOWGRETE PRIVEHAY SECTION LOOKIN& NORTH I-011 THEhW rLms APO roft THE EXCI-mlya Lee
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ri ki-
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V41TH 15# FELT O.S.B. ROOF PECK MV
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V 0"
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R
12
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5--o"
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CUP EA. RAFTER
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IX6 FA5CIA
IX& FASCIA - MATCH EX15TIN67
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IXI VENT TRIM (BLOCKINO A5 REG'F->)
2-2XO P.T. TOP PLATE IXI VENT TRIM L
>
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0 -e . .
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NEON 516N IN CENTER RECE55
lAb" 055 HALL 5HEATHIN6 PROVIDED 13Y OVINER VAPOR f3ARRIER
L
6LA-55 CABINET DOORS
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1/21' STAINED PLYHOOD MILLHORK (TYP.)
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-Ici B
R ATT lNeULATION FIELD: &d NAILS @ 12' O.G.
1/2' PLYHV 5HELVIN6 ON AN6LE CLIPS
x 1 1/21' RIC710 IN9jLATION 2Xb STUDS Sff #2 0 lb' O.G.
DRILL HOLES IN PLYNIL) AT 4' O.C. BEHIND RECE-56 ONLY C3
112" 0Y`P!5()M 130ARD (TYPICAL)
3/4' PLYHOOI? PANEL POOR5 R-Iq BATT. INSUALTION
x
3/4' 5TL" ON METAL LATH
SIMP50N 5P4 *32" O.G. OVER 15# FELT - MATCH 5IMF`5ON !5P4 a32" O.G.
C.- EX15TIM6 FIN15H/TEXTURE 3/4 5TXGO ON METAL LATH
5/.5"X8" A.13 048>" O-G, OVER 15# FELT - MATCH 5IMP50N 5P4 @ 52' O.G.
5/a"Xau A.5 @49�1' O.G. I
W 2X2XI15" KA5HER VV 2X2XI15" HA5HER EX15TIN6 FIN15H/TEXTURE 41 GOW., .51-Ab 3" P51 2X4 P.T. ( YP #1 ) BASE PLATE
X: (2xb 10/10 H.H.M.
x 5/&"XZ' AB. @ 4b" OL.
2Xe5 P.T. BA5E PLATE DOUBLE a 36' FROM EDGE
2X& P.T. 5A5E PLATE 9 W 2X2XI15' KA6HER
...... b MIL. VAPOR BARRIER
4" GONG. 5LA5 VV
4" GONG. 5LAB W
&X6 10/10 H.H.F. &X6 10/10 H.H.F.
(DOUBLE- 36" FROM ED&E) (DOUBLE 36" FROM E06E)
FIN. FLOOR FIN. FLOOR cz FIN. FLR. ELEV.
FIN. FLR. ELEV. FIN. FLR. ELEV-J4.
L
G
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ED&E)l
N I 01-01' 'A.F.F. Y 1 01-01' A.F.F. 01-01' A.F.F. y
)R -41 - ---,> - - a.
7-
bl' Gt-U STEM HALL
#5 BAR VERT. o4e>" O.C,. #5 BAR VERT. @4a" O.G.
MIL. VAPOR BARRIER LL
MIL. VAPOR BARRIER
GMU F-OUNP. HALL COMPACTED,
b" GMU FOUND. HALL FINISH 6RAOE
POISONED FILL
FIN15H ORADE — — — — — — — — — — — — — ---
FIN15H 67RAPE U
— — — — — — — — — — — — —
GOMPACTED, — — — — — — —C,—O M—P A-6—TE—ID,
7
P015ONED FILL P0150NED FILL
N. LEVEL OF EX15TINC
#5 BAR VERT. 04bo OL.
LINE OF EX15TINE7 LONER LINE OF EX15TIW5 LOVER LOVER SLAB
SLAB ELEVATION SLAB ELEVATION
IE
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cits Z
LU
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riN\ TYrICAL 9100KALL SIDEKALL BUILT-IN K'3'N� 5NDHALL IERLAMINO DETAIL
11 1-011 3/4 11 1 1-011 3/411 11-011
�4 5/4 1
u
- AIPOITIONAL NOTES
1. THE-5�E PLAN5 ARE VE-516,NED TO BE IN COMPLIANCE HITH THE 5TANPAR05 JOB KOi
E5T#-j3Ll5HEO IN SECTION lbg�-33,001 FLORIDA ADMIN15TRATIVE CODE.
2.THE ?MAIN HIND FORCE RE-515TIN6 5Y5TEN5 ARE PE-516NED IN ACCORDANCE
HITH SECTION 6,AN5I/A5GE 1-56 (JULY lqq,3) 'I-11NIMM DE-516H LOA05 FOR
BUILIDIN66 AND OTHER 5TRrTURE5" TO VIITH5TAN0 THE HIND LOA05
ASSOCIATED HITH A MINIKH BASIC HINO 5PEEV OF 110 MPH.
3.THE (coMPONENT5 AND CLAPPIW5 HAVE 13EEN SELECTED AND THEIR L6E DR.4m 5yl MAE3
INCORPORATED IN-TO THE DE516N 4 5PECIFICATION5 IN ACCORDANCE HITH
5ECITION 6 OF THE OMINIMUM PE-516N LOA05 FOR BUILDIN65 AND OTHER PATE� :2-:2e—cDl
5TP-U)CTURE-5, MENTIONED IN NOTE 2.
THMSM FLANS A" IPOR TH!I!XZLU!alVe LOW
01P KENDALE, INC.AND ARZ NOT TO 5--
s7oD
NUMSER REVISIOWISWE DAM
NEN POOP, 13ELL
AND CHIME
NALL LEO,ENC)
Nr=Yq kNALL
VIE-NEER
EXISTIN6 NALL
REPAIR/REPLACE
L16HTINO OVER 5INK
I!J)-
07 n
9 L5
Hin MY
02
13
L
tl
Jl_ ------ L
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SUSPENDED LIC7HT
ABOVE POOL TABLE
ELE&,,TKlCAL LESEND
OULET AT 6-0" Ill W
A.F.F. FOR NEON OUPLEX 6ONVENIENCE OUTLET L
5(6N BY OHNER
G= PqEA-rHFRpRooF ouaEx OUTLET re- -oo -01 JR,
__3kq1T6HE0 OUFLEX OUTLET
'13 0 ()
kiALL MOUNTEL? L16HT
0 -- — — — — — — — — —
0 L lCvHT 5K 716H
6EILINC, L16HT
L------L___ CA N14EO L/6H T
0.
Er--f3ALL LJONT
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�hD
CEIL�IN6 FA N PW TH L 16H T
EXH,"NL15T FA)Y
EXHAN05T FAlq kql7-H LIONT
i (D F - - - -
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5HITCH
13 13
10
L J L - - - - -J m J
OWN"
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4" CONCRETE PRIVEKAY
HITH ROCK 5ALT FIN15H cd
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APPITIONAL NOTES
BRICK INLAYS 1. THESE PLANS;ApE PESIG-+IED TO BE IN COMPLIAWE V41TH THE STANDARDS
FST,45L15HEO) IN 5EGTION ibb-33.001 FLORIDA ADMINISTRATIVE COQE.
2.THE MAIN HINqP Fof;YE RE515TIN6 5Y5TEM5 ARE DE516NED 114 ACCORDAWE
HITH 5ECTION4 6,ANWA-SCE -7-&& (JULY 1q,13) 'MINIMUM PESION LOA05 FOR
4" CONCRETE DRIVEHAY EUILPIN66 ANv OTHER STRJUGTURES" TO HITH5TAND THE HIND LOAPS
HITH R06K 5ALT FIN15H A550CIATED HITH A MINIMUM BA51C, HINE) 5PEE0 OF 110 MPH.
3. THE (OMPONEENTS ANO CLADDIN C-, HAVE 13EEN SELECTED AND THEIR L15E
4" CONCRETE PRIVEMY INC-ORPORATEEP INTO THE DE516N 4 5PEGIFICATIONS, IN ACCORDAWSE HITH u
HITH ROCK 5ALT FIN15H 5ECTION 6 OFF THE 'MINIMUM PE-516N LOA05 FOR EXJILDINC-6 AND OTHER
5TRJJCITURE-5 MENTIONED IN NOTE 2.
JOIB Not P->I C)27
SHMM
m^E3
PAM
THEM PLANS A" POK THE!EXCLU91VE LOO
4m GONCGRETE URIVEHAY Or KENDALM,Me—A�V ARE N&r TO Ea
LL ELEGTRIGAL REWMI% "LlpRochZED
HITH ROCK5ALT FIN15H 5GALE- 1/4' = 1'-0"